The URL can be used to link to this page

WS-17-1489Project Address Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. WS -6-17-1489 Permit Type: WindowslShutters Work Classification: Door Replacement Permit Status: APPROVED Issue Date: 61612017 Expiration: 12/03/2017 Parcel Number Applicant 9325 N BAYSHORE Drive Miami Shores, FL 33138- 1132050270540 Block: Lot: OMAR CASSOLA Owner Information Address Phone Cell OMAR CASSOLA 9325 N BAYSHORE DR MIAMI SHORES FL 33138-2950 (305)206-2754 Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 3,000.00 0 Type of Work: 1 DOOR AND SIDE PANEL REPLACED No of Openings: 1 Additional Info: 1 DOOR AND SIDE PANEL REPLACED Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $5.00 $110.00 $9.00 $2.40 $132.80 Pay Date Pay Type Invoice # WS -6-17-64215 06/06/2017 Credit Card 06/06/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 82.80 $ 82.80 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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: construction a e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating uthoriz- he above-named co ctor to do the work stated. 7iel4-it_'C 4 June 06, 2017 Aut • rized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 06, 2017 1 BUILDING PERMIT APPLICATION X BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED JUN 0 021017 Cil't 4-1 51 RC- FBC 20 'U Master Permit No.RC%3"'2102- ❑ ROOFING ❑ REVISION ❑ PUBLIC WORKS JOB ADDRESS: 9.32 4/. 3Ay/s, *RF � 7 • City: Miami Shores County: Folio/Parcel#: /f 32 -4027-O5VO Occupancy Type: Load: Sub Permit No. V\1 S 1<--1iS 9 EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 33/3g Is the Building Historically Designated: Yes NO X Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): d/jl Q,2.. (SSSL ,1 Address: 93 N. 134?/s/404G' City: / yew[,' /AD ale; State: Pc BFE: FFE: Phone#:(3'f)296 _LZ%S/ Zip: 33 / 3 a Tenant/Lessee Name: Phone#: Email: ©Ci9-55'01-/0 g 2 a S DL. Co 4.1 CONTRACTOR: Company Name: GA![11� Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3, NO Square/Linear Footage of Work: / Type of Work: 0 Addition 0 Alteration Description of Work: / TD071)11,.. "VD ❑ New ❑ Repair/Replace 0 Demolition D 6 pffl1l EL i& -p Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ 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 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �' _ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ✓v , 20 RI , by day of , 20 , by who is personally known to ' I / ,,r I-0(-1(14e-or �'�( �� J who is personally known to me or who has produced CZu 0 - (QUI CP 1 - 0"` Tete o ho has produced as identification and who did take an oath. 4=1 1 I 0-PeR NOTARY PUBLIC: NOTARY PUBLIC: identification and who did take an oath. Si Print: Seal: •MMISSION # GG 044602 P Bonded 2020 EXPIRES: November2, gid 7hru Notary public Underwriters Sign: p Print: Seal: ***********************************/**(******************************************************************* APPROVED BY ;'I Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT � % NAME: O/ � �- L sSd Ll- DATE: '// / // 7 ADDRESS: 63 2 /t -x871-/,/ 1 {»i_ Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; l further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sate or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial- 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial (!/ -? 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial, 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial &-(-7— 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of U 1 I- , 20 By OmOY CS54V1"1 who was personally known to me or who has Produced the (1. 0-(oL\-(0(-DLA. a Licens �r Identification. ` T . 5 Project Cassola Residence Roof - DOOR WIND LOADS Job Ref. Section Wind Loads Sheet no./rev. 1 Calc. by SEM Date 6/2/2017 Chk'd by Date >b 1.... '' Date WIND LOADING (ASCE7-10) In accordance with ASCE7-10 incorporating Errata No. 1 and Errata No. 2 Using the components and cladding design method Elevator shaft modeled as isolated building element. This is conservative as entire wall with glass doors will receive corner wind Toads. Design Loads: + 54 PSF/ - 71 PSF (Allowable Stress Design Combinations) See page 2 for tabulated wind Toads and load factor. T k 14 Building data Type of roof Length of building Width of building Height to eaves Mean height General wind load requirements Basic wind speed Risk category Velocity pressure exponent coeff (Table 26.6-1) Exposure category (c1.26.7.3) Enclosure classification (c1.26.10) Internal pressure coef +ve (Table 26.11-1) Internal pressure coef —ve (Table 26.11-1) Gust effect factor 12 ft -lid Plan Flat b = 12.00 ft d = 6.00 ft H = 42.00 ft h = 42.00 ft 14—s n—►� Elevation V = 175.0 mph 11 Kd = 0.85 D Enclosed buildings GCpi_p = 0.18 GCpi_n = -0.18 Gr = 0.85 Topography Topography factor not significant Kn = 1.0 Velocity pressure Velocity pressure coefficient (T.30.3-1) Kz = 1.23 Ma • lation version 2.0.15 ��iiirrrrl,� �.,,` pr,VVARp ��,e� .\G E N S� : No 762 8 1 STATE •F �`. ••.. . . . . .. .. •• . •. • • • •• .. . •.•. ••.. . • .. • • . •. . • . •.. . .. •. . • • • . • • • • • • PEf�MIT#: - - iami Shcres Village ww%4 Ear iA -A--- SUBJECT fO CGMPLIPNCE WITH All FEDERAL STATE ANL) UCLA) Y RULES AND REGULATIONS APPROVED , ZONING DEPT BLDG DEPT 2664k- e- / Tedds Project Cassola Residence Roof Job Ref. Section Wind Loads Sheet no./rev. 2 Calc. by SEM Date 6/2/2017 Chk'd by Date App'd by Date Velocity pressure qh = 0.00256 x KZ x Kzt x Kd x V2 x 1 psf/mph2 = 82.0 psf Peak velocity pressure for internal pressure Peak velocity pressure - internal (as roof press.) qi = 81.97 psf Equations used in tables Net pressure p = qh x [GCp - GCp] Components and cladding pressures - Wall (Figure 30.4-1) Component Zone Length (ft) Width (ft) Eff. area (ft2) +GCp -GCp Pres (+ve) (psf) Pres (-ve) (psf) <10sf 4 - - 10.0 0.90 -0.99 88.5 -95.9 50sf 4 - - 50.0 0.79 -0.88 79.4 -86.8 200sf 4 - - 200.0 0.69 -0.78 71.6 ,79,4 � a f I 0 • :r. • •• • - • -t . • .. • <10sf 5 - - 10.0 0.90 -1.26 88.6••. • '0.113.Q • ••• • . 2I0sf 5 - - 200.0 0.69 -0.85 71.6• • • •.a4.J' • . • . >• 00sf 5 - - 500.0 0.63 -0.72 W.. • • ':/•i$: .6... • . . DOOR COMPONENT • • .... • • ••••• . •.. . • DOOR • • • LOCATION PER FBC 2014, LOAD TRIBUTARY AREA < 10 SF = cv 5 4 5 5, FACTOR OF 0.6 TO BE USED WITH ALLOWABLE STRESS DESIGN (LOAD RATINGS IN NOA ARE TYPICALLY LISTED AS ALLOWABLE LOADS (ASD)) -118"0.6=-71 PSF 88.5 * 0.6 = 53.1 PSF --013 ftF4-6 ft -►I3 ftl-- -01344-ftli- Elevation of side wall Elevation of gable wall Components and cladding pressures - Roof (Figure 30.4-2A) Component Zone Length (ft) Width (ft) Eff. area (ft2) +GCp -GCp Pres (+ve) (psf) Pres (-ve) (psf) <10sf 1 - - 10.0 0.30 -1.00 39.3 -96.7 25sf 1 - - 25.0 0.26 -0.96 36.1 -93.5 50sf 1 - - 50.0 0.23 -0.93 33.6 -91.0 • .• .. • • • • • • • • Tedds Project Cassola Residence Roof Job Ref. Section Wind Loads Sheet no./rev. 3 Calc. by SEM Date 6/2/2017 Chk'd by Date App'd by Date • • • 40, • • .• •• • • • • �. >100sf 1 - - 100.0 0.20 -0.90 31.1 -88.5 <10sf 2 - - 10.0 0.30 -1.80 39.3 -162.3 25sf 2 - - 25.0 0.26 -1.52 36.1 -139.5 50sf 2 - - 50.0 0.23 -1.31 33.6 -122.2 >100sf 2 - - 100.0 0.20 -1.10 31.1 -104.9 <10sf 3 - - 10.0 0.30 -2.80 39.3 -244.3 25sf 3 - - 25.0 0.26 -2.12 36.1 -188.8 50sf 3 - - 50.0 0.23 -1.61 33.6 -146.9 >100sf 3 - - 100.0 0.20 -1.10 31.1 -104.9 -3ft 11+1 6ft 3ft•.••••. ►4 ---.711"1 0000 ...� • . •. .. 00.• = $ k W r...... /� 44 2 000000 .••• 9999,` ... ..,. •••••. S f t � 0001 • •••• •••• •.•. • • se ft 6ft 3ft 14-3 ►� Pian on roof ► • • • 40, • • .• •• • • • • �. Florida Building Code Online Business Professional egu . tion https : //www. floridabui lding. org/pr/pr_app_dtl. aspx?paranr—wGE... ba r ,,a 1 DBPRJIOIE •y11•r••. ANCINITAPIt OSP* D nn51ON3 CONTACT DAM BCIS Home 1 Log In 1 User Registratbn 1 Hot Topics Submit Surcharge 1 Stats & Facts i Publications 1 FBC Staff BCIS Site Map E Links Search 1 Product Approval USER: Public User Product Approval Menu > Product or ApoGcatbn Search > Application List > Application Detal FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL20701-R New 2014 Approved Enviralum Industries Inc Address/Phone/Email 7307 N.W. 46 th ST Miami, FL 33166 (305) 752-4411 frankm@enviralum.com Authorized Signature Frank Messa frankm@enviralum.com Technical Representative Frank Messa Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 5100 NW 72 Ave. Bldg. C Miami, FL 33166 (305) 752-4411 frankm@enviralum.com Exterior Doors Swinging Exterior Door Assemblies •••• • • • • • • • •••• •• • •••• • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • • • •• • • •••• •••• • • • •• • • • • • ••• • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE -70592 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ammad Riaz, P.E. F Validation Checklist - Hardcopy Received Certificate of Independence FL20701 RO COI SS - ENV -350 Alum OS Entrance Door (SMI) -CI 2014.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By • • • • • • •• • • • • 1 of 2 6/1/2017 5:36 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 06/17/2016 06/17/2016 06/20/2016 08/17/2016 04/13/2017 Back •••• • • •••• • • •• •• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacv Statement :: AccessitWity Staterr:p1 nt :: Reed Statetiment Under Florida taw, email addresses are public records. If you do not want your e-mail address released in response to a pul -retools request, 4 not sleRd electronic• mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contacl850.•87.4395. *Pursuant to Section 455.275(1), Fbrida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparehltnt with an emailedd•ess if jhey have • one. The emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to stippry a personal address, please provide the Department with an email address which can be made avaiable to the public. To determine if you are a licensee uneeChapter 455, F.S., please tick here . Product Approval Accepts: • •••• • • •••• •••• • • • •• • • • • • • • RE WI Credit Card Safe securitvMETRlcs" • •. • • 2 of 6/1/2017 5:36 PM FL # Model, Number or Name Description 20701.1 Series ENV -350 Aluminum Outswing Entrance Door Small missile impact resistant aluminum outswing entrance door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-144 Other: See installation drawing W16-50 for span vs load combinations and installation details. Installation Instructions FL20701 RO II SS - ENV -350 Alum OS Entrance Door (SMI) -DWG W16-50.pdf • • • • • • • •' Door Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports • • • FL20701 RO AE SS - ENV -3%41%10S Entrance (SMI) - PAE 2014.pdf • • • • • • • • • • Created by Independent Thirttli: V:•yes Back •••• • • •••• • • •• •• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacv Statement :: AccessitWity Staterr:p1 nt :: Reed Statetiment Under Florida taw, email addresses are public records. If you do not want your e-mail address released in response to a pul -retools request, 4 not sleRd electronic• mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contacl850.•87.4395. *Pursuant to Section 455.275(1), Fbrida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparehltnt with an emailedd•ess if jhey have • one. The emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to stippry a personal address, please provide the Department with an email address which can be made avaiable to the public. To determine if you are a licensee uneeChapter 455, F.S., please tick here . Product Approval Accepts: • •••• • • •••• •••• • • • •• • • • • • • • RE WI Credit Card Safe securitvMETRlcs" • •. • • 2 of 6/1/2017 5:36 PM INDEX OF DRAWING SHEET NO. DESCRIPTION 1 & 1.1 COVER PAL'S GENERAL NOTES, GLAZING DETAILS ..............._..____�.._..__._. 2 & 2.1 SINGLE & DOUBLE DOORS TYP ELEVATIONS & CAPACITY _.. ... 3 THR 3.2 SINGLE & DOUBLE DOORS WITH TRANSOM, ELEVATIONS & CAPACItt CHART 4 LOCK OPTIONS & LIMITATIONS _.__5 _HORIZONTAL RA1t5,._HEAD/51LL DETAILS & TYPICAL ANCHORS 6 VERTICAL STILES, JAMB DETAILS .................. ,..._..._7 TRANSOM HEAD/SILL/JAMB DETAILS 7 ......_ _.._.____..._ 7.1 & 7.22WATER INP.LiRAT10N RESISTANT DOOR DETAILS ___..7.3 -... ADA ...COMPUANTTHRESHOLD DETAILS.... 8 PARTS DRAWINGS 9 _,. BILL OF MATERIALS & HINGE OPTIONS IC CORNER CONSTRUCTION DETAILS SERIES ENV -350 ALUMINUM OUTSWING ENTRANCE DOOR DOORS WITH STANDARD SECTION DETAILS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE SHEETS 5 & 6 FOR DETAILS. DOORS WITH WATER RESISTANT COMPONENTS APPROVED FOR INSTALLATIONS WHERE WATER INFiLTRATiON RESISTANCE IS REQUIRED. SEE SHEETS 7.1 & 7.2 FOR DETAILS. THESE DOORS MAY BE USED IN CONJUNCTION WITH F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT STOREFRONT SYSTEM. LOWER DESIGN PRESSURE FROM DOOR OR STOREFRONT APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE. REQUIREMENTS OF THE 2014 (518 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 285 WOOD BUCKS & BUCK FASTENERS 8Y OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING 10 COMPLY WITH SECTION 1710.8.2. INSTRUCTIONS' USE DRAWING AS FOLLOWS. 1, SELECT SINGLE OR DOUBLE DOORS FROM SHEETS 2 & 2.1 OR SINGLE OR OOU9LE DOORS WITH TRANSOM FROM SHEETS 3 THRU 3.2. 2. SELECT DOOR AND FRAME SIZE. • • • • • • • • • • • •• ............................................ DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 3 DETERMINE iF THE DOOR WNL 8E IRSTALLED IN M OPETIM IIG WHERE THE WATER REQUIREMENT 15 FitEDED OR:OT: • • • • • •• .__• 4. DETERMINE Dp RATING FROM SHEET•2• 2.1 IR•3•THRU•30. • I CCRTRA&OR ^ Et. 40000805.1 FOR 100 SELECTOR, 00001 AS0 IND • IN*ALLAi0".'•o• 1.15 P4000CI BASED ON TOS PRDDUf.F EVAL.UA71i)Ni I 5. SELECT GLASS TYPE A, AI OR B FROM SHEET 1.1. PROVIDED NE/SNE COES NOT 50511E FRT'J 000 CCNL:T1566 DETAILED ON TH;0 DO054ENT B- TNiS PRODUCT EV'A4UATi0N 00501.1 W01_ 8E CONSi0CREO :440110. 41.TERC.D Bi ANY MENS. • ^ 511E SPECS:C PROJLOTS 5144E 9E PREPARC0 BY A FLORIDA REGISTERED • ENCR.Eo• Co rtCHEC' •6M •iL 60508E IRE ENGi0EER Of RECORD Ie O.R) • FOR T?• :11400• AN4 W140 win. . 45 RESPONSIBLE FOR T1E PROPER i • t;E OF •'• P.14, E• :NEER OF RECORO, 05.511K; AS A DE'C AFD' • ENGINEER 1CeT1+E. j' t ENGINEER SNA I 5084.1 TO 'NIS I.ArrEP N! 'ATEA SPE IF6 4,2,44,4G1 41 REVIEW. 0- 1N.5 P E.0. SHALL BEAR IRE DATE AND OR Gi 404. SEA.. AND SGNA IRFE. Sealed..tl413-1/( THE 'r40FESSOI.AL. ENDINEFA OF 40 080 -NA- PRFPAR0O R. / 5SELECT LOCK OPTION AND CORRESPONDING MAX. DESIGN LOAD FROM SHEET 4. •• 7 SELECT ANCHORING CONDITION ANO C042:SQONDING • ANCHOR TYPE AND NUMBER OF At1`HORS•FROM SHEET 8. SELECT JAMB OPTIONS FROM $HLET 6. • • • • • • • • 10 DETERMINE FINAL DES1614 PRESSURE FOR THE SYSTEM, TAKEN AS THE LOWEST OF ALL Dp VALUES 08TAiNED. •• 9, SELECT HINGE OPTION FROM 961Eb 9. • • • 21 LL z O S $i drawing no. W17-42 'sheet 1 of 10 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • •••• • • • •• •• ••• • SILICONE ,.....0001 CORNING 791 \ GE 2000 ---1/4" HEAT STREW() GLASS .090" Interlayer Trosifot P19 By 'kurcray Americo, Inc.' - OR .090" `nterioyer SentryGloe \By 'Kuroroy America. Inc.' 1/4' HEAT STREW) GLASS GLASS...TyPE. SILICONE 1 -DOS, CORNING 791 GE 2000 HEAT STREN'D GLASS .090" Intertcyer Trasifoi 508 8,' 'kuroray Americo, Inc.' , .090" Interlayer SentryGlcs ':, By 'Kuraroy /unerica, Inc.' 1/4' HEAT STRE.N"D GLASS 1/2" AIR SPACE I- 1/4' TEMP. GLASS GLAZING DETAILS DOOR LEVEL 'D` IMPACT (24 GLASS TAPE 'AL' :GLASS .....UPI ._'AI' GLA7.LNCz DETAILS TRANSOM LEVEL D' IMPA(,Y • SILICONE 1.-00'01 CORNING 995 1/4" HEAT STREN'D GLASS .190" Inierloyer SentryGlas 8y `Kuroray Americo, Inc.' -1/4" HEAT S_TREN'O GLASS InI ,m L GLASS TYPE 'D' GLAZING. I)ETA [LS._1)008 LEVEL 'E' 141P_AMT Ic X29) GLASS TYPE 'I3' GLAZING DETAILS TRANSOM YELL'_II4P.A.C.T •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• ••• • • • • • • • drawing n W17-42 ‘'cheet1.iof, 1.0, ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • •••• • ••• • • • •• •• 0 C MAX. HEAD CORNERS 51 l/r MAX. 1 C MAX. HEAD/SILL - r HINGE OPTIONS SEE SHEET 9 ACTIVE 38 7/8" (X) D.L. OPG. 47 7/8 - LEAF WIDTH -,y - 2 SURFACE APPLIED • FALSE MUNTINS OR :DECORATIVE GRILL — MAY BE USED -T- 4" MAX. SILL CORNERS LEVEL 'D' IMPACT 99 1/2' MAX. FRAME WIDTH (6) ANCHORS TYPE 8 (9) ANCHORS TYPE C FOR ALL LOADS 3" (11) ANCHORS IYPE A \ WITH MAX. LOAD \ I 6' MAX, LIMITED TO 65 PSF \ —7741 I 16' MAX. , CORNERS I A ! [4AD/sill. 1 1 1! I -1 ',II I I.' I 1 li 1 / )1/ 4, HINGE OPTIONS SEE SHEET 9 4" MAX. SILL CORNERS .,... /,; / i I / / ... . . / II i -i-- !: : I k . SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED ACTS ' INACTIVE I 3' • (I) (5) ANCHORS / D43.81L 770,1P8861. TYPE A & AT STILE ENDS " " LEAF WIDTH 3" 00. •• ••• • • • DESIGN PRESSURE RATING (GLASS TYPES 'A' & '41.) REMARK'S* WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED • SEE SHEET 1 °FOR 4 LOCK OPTIONS AND LIMITATIONS POSITIVE iiEGATK +60 PSP _ .. • -100 PSF +100 PST -100 HE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC -219 WITH WATER RESISTANT COMPONENTS ADDED SEE SHEETS 7.1 & 7.2 Willi STANDARD DOOR SECTIONS SEE SHEETS 5 & 6 (XX) • • • • • GLASS D.L.O. DIMS D.L.O. HEIGHT = DOOR FRAME HEIGHT - 14.9375" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.8125" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 21,875)/2 • •• •• • • • • • • ? Sealed 04-13-17iEl • • • • • • • • • • • • • 9 • • • 9 9 • • • • • • • • • 4 • • •• • • • •• • • • •• • • • 6 • • • • • • • • • • • • U13 I iie. 11,A .---;'-'-1 g °L..", ,_.zi logl 14 1: Li2r. 'll cv&Er)s , n . cior,e II, , drg E 1 2 ?,!11 I IL; Z' u) 111 I .:, 5 81 aiis,)2 0 1 ,-----------ff':,..,.t< 1?"1 i 1 (.) s- °M I 0 fi Li 1.-. Q ▪ 8:1 114 ='',0 - ; i z 0 <V ro 1 ;I .., 1 n LE Luz5 :71 ;1 Rill FI.. #20701N• ,,-• `‘'‘ W17-42 pheet 2 of 10 • • • • • • 0 • • • • • 1 • • • • • • • • • • • • • • • • • • 9 9 • , • • • • • • • • • • • • • • • • • • • • • • • • • • • 51 1/2" MAX. 6" MAX. . 16" MAX.., HEAD..........••...• iA". HEAD/SILL CORNERS ( 5 ) 1 1 2 0 6" MAX. HEAD /. CORNERS A �} 99 1/2" MAX. FRAME WIDTH (6) ANCHORS TYPE B (9) ANCHORS TYPE C FOR ALL LOADS (11) ANCHORS TYPE A `. WITH MAX. LOAD LIMITED 70 85 PSI' TYP. 16" MAX. . a _....................., ro HEAD/SILL • mi p,Q N -I ' I- n � ±i SURFACE APPLIED 1,_FALSE WRENS OR I DECORATIVE CR LL — MAY BE USED ACTNE tifNGE OPTIONS - / SEE SHEET 9 I. 38 7/8" D.L. OPG. . 47 7/8" LEAF WIDTH (X) " MAX. .....L..... SILL CORNERS LEVEL E' IMPACT / I / INACTNE HINGE OPTIONS SEE SHEET 9 __3 (5) ANCHORS 4" MAX. TYPE A & ....SILL.._.........._ AT STILE ENDS CORNERS 3" O.C. DESIGN PP.ESSURE RATING (CLASS TYPE 'B') REMARKS WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATOR REQUIREMENT I5 NOT NEEDED SEE SHEET .140 LOCK OFTIO(ti'SA D LIMITATIVS POSITIVE NEGATIVE. +60 HE -70 PSE PSF -70 PSF WITH WATER RESISTANT COMPONENTS ADDED SEE SHEETS 7.1 & 7.2 WITH STANDARD DOOR sEcnoNs SEE SHEETS 5 & 6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 •• • • • • (XX) • • • • • / 38 7/8" D.L. OPG. 47 7/8" LEAF WIDTH C 0 SURFACE APPLIED FALSE MUNIINS OR DECORATNE GRILL 1- MAY BE USED GLASS D.L.O. DIMS D.L.O. HEIGHT = DOOR FRAME HEIGHT - 14.9375" • • D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.8125" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 21.875")/2 • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • ••• • •• • •• • .1(ti 1T f if flTf, \ ENSe.' `,6 Sealed 04-13-17: FL #20701 --??riff 8 4. II oI i E i ; i ! 4 Lei i drawing no. i W17 -42I sheet 2,1 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'D' revlswns _ ,_,,,,,,,,,,,,, SERIES ENV 350 °LIMNING ENTRANCE DDDR (L.M I )F AL FAROOQ CORPORATION Ir no da, e y escnp 10 _ a ......... ENG ._ _ ENVIRAIUM INDUSTRIES INC. 9360 SUNSET DRODUSU EOPMENT DEVE 9 E � DRIVE. SUITE 220 -r 5110 N.W. 72 AVENUE BLDG. C 11 MIAMI, FLORIDA 33273 (C.A.N. 3578) MIAMIEI... 33166 .... ., _._ , 1 TFL. 005) 264-8100 FAX (806) 202.09 T8 r ........�. ......_ .._..... TEL (305) 752-4411 FAX (305) 406-38771 r...... .... _._ E L__ .__..i... ............ ..._ ) .... ... _...... _._. .. comp -ANL 42NV LEVEL IMPACT ANCHOR WITHOUT i WITH ANCHOR WITHOUT WITH SINGLE OR DOUBLE DOORS WITH TRANSOM TYPE KEINE. REINF. TYPE REINF. REINF. CAPACITY - PSF A 2 3 A 5 1 6 NOT APPROVED WHERE WATER 16FILTRATION RESISTANCE IS 8E0116E0 B& C 2 i 2 B& C 4 1 4 FRAME/TRANSOM DOOR THEIGHT WITHOUT REINF. ........51.....__.._.......EST(+........ EXT.(4-) WITH REINF. ENT, + 51 1/2" MAX. }. 99 1/2" MAX. '1 : WIDTH :HEIGHT HEIGHT INT.(-) INT,(-) �,..T..__........�...._.........-- F I FRAME WIDTH 1 FRAME WIDTH ... 24" 750 75.0 ......... 6 MAX ' F,. i6 MAX r 6 MAX. 37-3/4' 75-1/2' 30` 75.0 750 ,. \ HEAD � ✓F H,_AD <ILL , ,� MEAD 'F'� IB" MAX. .( 1 (x) (XX) 3g• 1.._40-..................75.0 75.0 .__....................._.......... 75.0 75.0 CORNERS 1 1 1 �' �.. cT CORNERS I T HEAD SILL '. 1 V 1 ! 1 1/ 1 } k -4 3 I ;--1 ...4`,.. ..... .1,...._.............'a......................................._......._..._..........._........_............._......_.................................____._.._ ....... 40-3/4" (x) 81-1/2 (Xx) ? " 24' 30' 36" 40" 75.0 75.0 71.8 69.0 75.0 75.0 75.0 75.0 �:, ....1 .... `.� ,•14-‘, .._.'.'.'.. ': ', 7,, rl '', = a I. r H I u "?.i ... r .,. ........ • _. 43-3/4" (0) P0 87-1/2" (XX) [4' :....._30"...... 36' 75.0 65.4 61.4 75.0 7 75.0 �.! Ci _ "j / � 3 d; ., _• kX r (3 +// j 'G\ •i s,1 ,r• - , 40" 58.9 750 ,fir 7 ✓ i 1; 7 / p 24 60,6 75.0 r n -, J.........__. .... .... ....._.. . . ............ ____....__. 46-3/4" • 93-1/2" 30" 0 56 ......75.0.... , (x) (mm) 1 36 52.9 75.0 120" MAX. FRAME u.__...__..._._............._.._..........................................._...._....FRA..._...._H s i EIGHT :>........__...__....._ ................._......._,-DOOR HEIGHT 0 LEAF HEIGHT zD.L. OPG. 1 \X ;p n: .. 40" 50.7 75.0 3 / '*- / i i \ \ 24" 52.9 750 �. ✓ /_ T ./ 49-3/4" 99 1/2' 30" 36" 49.3 46.0 75.0 75.0 i ___._. 7 __... ` o W p.W -r c ,^ I iE 37-3/4" 75_1/2" 24" ......... 30" 75.0 _.... 750 750 750 / r: \6� / / t ,p t\.6/.. , ,_ , .. .. '.mob .1 .. - \ '\ (z) (XX) 36" 75.0 75.0 ✓ n 'I -.-- .. i 6 4i Y / I • _ ✓ , \; -./� 24" 75k 75.0 ...... .. Wi -"_ _X / - i /ir. 40-3/4" x 81-i/2" xx 73.6 36' 69.4 750 75.0 X/ \..............„1 I �:€ n. --. T i o 1 i ' ' - - / ' 24' 67.4 75.0 __....... \ /_ , 43-3/4" () 87-1/2j 84 (xx.) 30' 63.2 36' 59.3 75.0 _- 75.0 mai'\ \ \ \ 3 V / '! 24' 58.3 75.0 \ i \ SURFACE APPLIED - FALSE MUNTINS OR 1 ' _.._ 1 \ / 54,6 75.0 \ DECORATIVE GRILL \ - / (X) (XX} .......... ( ... 36' 51.2 . _ .. _... 75.0 _ --- �.�...._ ACTNEACTING MAY BE USED 05 ..,, �.. ....... ;.7....................................: ... .. ... ' � MACTrvE ( . 24' 50.9 75.0 _ 49-3/4' 99-1/2'1 3p• 475 75.0 ..... (z) (XX) 36' 44.5 73.8 (.8-1 3 "'� 4 HINGE OPTIONS,,,, i 5 J` ]8 7/8" 37-3/4' 75-1/2` 2a" 75.0 75.0 SEE SHEET 9 ? .i / 38 7 8" »� MAX. �' SILL SEE SHEET 9 11 - D.L. OPG. (%) (XX) :' i 30' 750 75.0 CORNERS 1 3. (4) ANCHORS ; D.L. OPG. 4" MAX. " r 1 TYPE A & 8; 47 7/8" 40-3/4` 81-1/7" ....._2s"......_.__74.5- 75.0 47 7/8" SILL Al STILE ENDS- ............._...._... LEAF WIDTH ............................- (X) (xx) 1 I t0" 70.1 750 � LEAS WIDTH .._...................__�, CORNERS 3" 0.C. 43-3/4' (X) 87-1/2" ......:224..........._...._63.9.............._._75.0 (X%) I 90" I 30" 60.0 750 •• ••• • • • • • •• (OLX) • (O/XX) 46-3/4" (%) 93--1/2" 24" 55.3 (x%) 30' 51.8 75.0 750 • • • • • • • Sealed,12413-17 • ,., f. t f77/j✓/ ___� ', 1 a v o Li . !, r r 'i' 49-3%4" 99-1/2" 24` 452.._.._____ 75.0 • • • • • • • • • • • • /ti\Ej1 ;j (x) (50) , 45,2 73.8 % N� ";A� �✓✓ 37-3/4" 75 i/2": 24 75.0 75.0 6l) -. (6'J _ 40-3/4" 81-1/2"i 70.8 24",i 75.0 � ('S f �- • • • • • • • • • 43-3/4" 87-1/2.1 96" 24" 60.7 75.0 L�--�.u- • • • • • • • • • • G d" , = • 46-3/4' 93-1/2" 24" 525 75.0..�� ram NO '• • r`-^' 49-3/s" 99-1/2' 24" 45.8 73.8 G CAPACiTIRS N •``HIS SHtC�F �hE • '• -I -. •� • •` z 71 'y' drawing no. W17-42 I 'sheet 3,._o71' J 1 • • • BASED ON A SEM E1300-09 40. EC. 11STS) " AND FLORIDA BUILDING COMMISSION • TRANdo6 WITHOUT REINF, TRANSOM WITH REINF. DECLARATORY STATEMENT DCA05-DEC-219 F1, #20101' -I jf IyfA`,,- i ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• • • • ••• O l }o [£ laays Z'P—L LM (sou 6u!MoJp ', F.I- I 11 I' TMJ cJN I • •• •• • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• •• • ',U.I i dV OV01 NOIS30 (NOl11011 ZRIOH) 110SNV81 8oj Z'£ 13395 33s • • • Z3VSA1 , 1, 13A31 11,11.44 PIOSNITal tL.LIA& S2100(1 (XX/O) •• • • • •• ••• •• • • • • • • • • y./0 g • • Nl71•1 4161 •• •• • • • saN3.3111s 16 • • `BV' I • • • • 1 8S901 -13M' (o) .• •.00d1 'l.0• • • ••• •• i S .9/L BE 5636600 11i5 XVII .Y 6 13395 330 /SN011d0 3091H 3N13%• 03Sh 39 1691 .......f .......................1: 11180 3n11680330 110 SNILN(ri1 3S'V4^ 03F1ddY 33'64806 Sa3N603 1110 'XVV1 ,♦ 1 (X/O) HlAIM JV31 .9/L LY \8/ 6 13396 33S j 5601160 3061H 7,1 1 fr l 10 1111/063... 9 z 6.61.• 6n s 9 3 6 8 6 330.1 801138? H1016 3V1V64 •x69 WI 66 68391103 0939 I "X" fll .9 ��4 r,Yl •�,. /// 6839803 111S/0639 '. .' 0634 �x ,.>..�»...................... �XVn ,91 'WA .9 91016 3141(63 X074 .6/1 10 0 0 6 V '40!'3.1 8118 3,111. 809)00 8 n O • LEVEL "E‘ IMPACT SINGLE OR DOUBLE DOORS WITH TRANSOM CAPACITY - PSF NOT 48880 WARE WATER iNFILTRATEIN RESISTANCE IS 8E00 SINGLE OR DOUBLE DOORS WITH TRANSOM CAPACITY - ?SF NOT APPRID 1166t WATER •FILIRAIK$ 85IST84CE 0 6E3D SINGLE OR DOUBLE DOORS WITH TRANSOM CAPACITY - PST 931 APPR'D MERE WATER INEILIPATICH RESITANCE IS RECO. SINGLE OR DOUBLE DOORS WITH TRANSOM CAPACITY - PST 001 APPIT'D WHERE WATER ItAILITMTION RESISTANCE IS REDO. • . • .• FRAME/TRANSOM I 0006 I TRANSOM WIDTH ;HEIGHT; HEIGHT WITH REIN?. FRAME/TRANSOM WIDTH . • • I DOOR 1 TRANSOM H(GHT HEIGHT WITH REINF. EXT.(4) INT.(-) ; ' FRAME/TRANSOM I DOOR I TRANSOM 'WIDTH 410101411 HEiGITT WITH H RENE. • . : FRAME/TRANSOM I DOOR !TRANSOM WIDTH 1HEIGHT i HEIGHT WITH HEW. - EXT.(+) i611%(-) EXT.(+) INL(-) EXT.(4 ) INT.(-) 37-3/4" (X) 1 24 ' .• 75--I/2"1 I......9-....... (XX) I I 36 70 0 37-3/4" (X) , . " 24 . 75-1/2" i '' 30" 70.0 70.0 37-3/4' (X) . • 24' 70,0 37-3/4' (X) 1 24" 700 75-I/2- ; (XX) 1 I 30" 36" I 42" I 48" 700 700 _ . 70.0 70.0 .• 75-1/2-1 (XX) I 30" [ 36" 70.0 70.0 70.0 70.0 (XX) 1 1 36" . : 700 42" I ; 49" 70.0 70.0 • . . I 42' . I 48" 70.0 70,0 .70.0 . ' ; : ' 48" 70.0 70.0 70.0 70.0 -______ 70.0 70.0 81-1/2" ! 24" ! I 30" 70.0 700 40-3/4* (X) 81-1/2" (XX) I 24» ? ! 30" ! 36" •___ 1 42" I 48" .• 4' 70.0 40-3/4' (X) .• 24' E 81-1/2"1 30' 70 0! 70.0 40-3/4" (X) 4.0-3/4" (X) . 81-1/2"1 30" (XX) I 1 35" 70.0 70.0 70.0 70.0 (Sx) ; x g. - ! 42' - 70.0 70,0 70.0 (XX) I 36' • 42" 70.0 70.0 • I 42" 1 ; I 48" . •' . 48' 70.0 . •' • . 1 24" ; 87-1/21.1 1 30' • 96* 1 (xX) I 1 36" 70.0 70.0 70.0 . • ! 1 24' 70.0 43-3/4" (x) : • . . 87-1/2"; (XX) I 84" • 1 ' 24' 30" • 36. 42' 48' 70.0 70.0 70.0 70.0 70.0 43-3/4" (x) . • . 87-1/2"1 (XX) 1 8° 24" 36. 42' 70.0 70.0 70.0 70.0 43-3/4' (x) 43-3/4' (X) 87-1/2'1 i 3o- (xx) 1 90* 1 1 36" 1 • ; . . I 42' . I 48" 70.0 70.0 70.0 - 70.0 . • . I.... 42" ' • • I 48" 70.0 70.0 48" 70.0 93-1/2°1 (XX) ! : I 24" : T 1 30' , 36" I 42' 48" 70.0 70.0 . . .• .. 93-1/2"i 24" 30" 70,0 70.0 46-3/4' (X) 1 93l/2"1 (XX) 1 • . , 24" 30' ,---- I 36" 42" 1 48" 70.0 70.0 70.0 700 63.5 46-3/4" (X) 24' 70.0 70.0 70.0 700 65.3 46-3/4" (X) 46-3/4" (0) 93- 112-1 , oo' I (xX) I 1 36" i ---r I 1 42" 48" -- 700 69.'7 58.6 (XX) ; : • : ! 36' 42" 48" 70.0 700 61.0 70.0 ! 24" 99-1/2"I 1 - I : 36' ! 70.0 49 -3/4' 99-1/2" 1 24' - ' 30 i 36" .70.0 1 !24" 99-1/2' , 1 30"30' I 36' : 1 i 42" 1 ............................. " 1 48" 61.2 49.6 41.1 49-3/4 99-1/2* ! 24" 1 ' 30 70.0 70.0 49-3/4' 49-3/4- -- 67.4 56.0 700 58.5 36"63.1 42" i 48' 51.0 ......... 42.3 ' 42" 1 48" 45.5 379 ! 42' i 48' 47.5 39.5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • • • . • • • , • NOV: • • • • • • • • • GLA.Sii eAPACIrltS 33N:TI-1ft SFIT IRE: • • • BA!ED ON *9ATM E1 i00 -09 ow EC. STS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 TRANSOM W009 68178. Sealect.04,.13-17 ' )4o.70082 FL #20701 it%Ns ,v,1 JI ....m.,-.; rf- f7';i1,1%1 -I I cc 0 „ c 811,g, 1 gg 14 , „e‘k) 111i „:,1 170D 3 j < 5 g 2 V 11 !ill,. '' -11 0 .f. ! 11(±50 -I iv, - i 1 LI.1 : 1, ,-...:, - .- , • 5 Z N r• T-1 ,c, ! 92 T 1 3 -2. • ,,Ilg ;,j16 zg Fl. 1 1H ill 1 ', 1 I I I , I oiia! 1 1 1 2IGI III! 421 ; i :1 k 1 I 71 • 1111 2: I 2 I drawing no. 1 W17-42(sheet3.2of 1O 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LOCK OPTIONS: STD 3 POINT LOCK (LEVEL '0' IMPACT ONLY) MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 48 IN. MAX. DESIGN LOAD = 100 PSF ACTIVE LEAP 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 2" OH MS INACTIVE LEAP 2 POINT LOCK SYSTEM BY 'INTERLOCK' AT .39" FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) #8-32 X 2' OH MS PANIC EXIT DEVICE (LEVEL '0' IMPACT ONLY) MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH = 48 IN. MAX. DESIGN LOAD = 75 PSF STD. 3 POINT LOCK (LEVEL 'D' IMPACT ONLY) MAX. FRAME HEIGHT -= 120 IN. MAX. LEAF WIDTH 48 IN, MAX. DESIGN LOAD = 100 PSF ACTIVE LEAF. THREE POINT LOCK SYSTEM SERIES 2222 BY 'REGENT HARDWARE' KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE LOCATED AT 34' FROM BOTTOM OF LEAF INACTIVE LEAF. MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'REGENT HARDWARE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE FASTENED WITH (2) /8-32 X 1/4" PH MACHINE SCREWS ACTIVE & INACTIVE LEAP CONCEALED VERTICAL ROD PANIC EXIT DEVICE 1 5770 6Y 'REGENT HARDWARE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (1) 110 X 3/8" FH SELF DRILLING SCREW AT ONE END AND (2) 110 X 1/2" FH SELF DRILLING SCREWS AT OTHER END PANIC EXIT DEVICE (LEVEL '0' IMPACT ONLY) MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 48 IN. MAX. DESIGN LOAD = 100 PSF STD. 3 POINT LOCK (LEVEL '0' IMPACT ONLY) MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 48 IN. MAX. DESIGN LOAD = 100 PSF ACTIVE LEAF' KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK 5811E AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #12-24 X 1 /2" EH MACHINE SCREWS .INACTIVE LEAF• MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE FASTENED WITH (2) 18-32 X 1/4" PH MACHINE SCREWS ACM & INACTIVE LEAP CONCEALED VERTICAL ROD PANIC EXIT DEVICE # G86 BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) 110-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) #10-24 X /2" EH MACHINE SCREWS AT OTHER END FRAME HEIGHTS DOES INCLUDE OPTIONAL TRANSOM PANIC EXIT DEVICE' (LEVEL '0' IMPACT ONLY) I PANIC EXIT DEVICE (1EVE1 '8' IMPACT) MAX. FRAME HEIGHT = 120 IN. MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH = 48 IN. MAX. LEAF WIDTH = 48 IN. MAX. DESIGN LOAD = 100 PSF MAX. DESIGN LOAD = 70 PSF ACTIVE & INACTIVE LEAP CONCEALED VERTICAL ROD PANIC EXIT DEVICE PRECISION 2800 BY 'STANLEY' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2" FH MACHWE SCREWS AT OTHER END •• • • •• t• . • •1 ••• • Tm:" I 1 /•;I / „:,1 1',. •, •. INACTNL �. t'\ i. & • I •, .; •, • .••1 ACM ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/8" MIN. THROW BOLT "NI PENETRATION \ EDGE DIST, -. • TYPICAL ANCHORS ELEVATIONS FOR SPACING ' I , 3001 PSI cONC. EDGE DIST. 3000 PSI . • 1ST WOOD BUCK [(566 NOTE SHEET 1) *4. q) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EXTERIOR B I NOT APPR'D FOR WATER RESISTANCE MID -RAIL OPTIONAI B ) ALT NOT APPR'D FOR WATER RESISTANCE A ) E0c.t.: DIST. § tr.:11; 11 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING f. A k TYPICAL ANCHORS SEE ELEVATIONS --; FOR SPACING • METAL 1- STRUCTURE EDGE DIST. j, HY WOOD BUCKS AND METAL STRUCTURE NOT BY ENVIRALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ....... ....... . TYPE ',67 1/4" DIA ULTRACON BY 'ELCO' (Fu=1 77 KSI, Fy= 155 85!) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 - 1 /2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE OR MASONRY WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2- 1 /2" MIN. INTO WOOD STRUCI URE = 1" MIN. - TYPE "Er -- 5/16" DIA LILTRACON BY 'ELCO' (Fu4177 41S1. Ey =155 KSI) INTO WOOD STRUCTURES WITH 1-7/8" MIN. PENETRATION INTO WOOD THRLI 1BY OR 2BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE OR MASONRY WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY A808411111QEDISIMESS INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. nTYPE 'C' 1 /4" DIA. SELF DRILLING SCREWS ST/ST (GRADE 5 CRS) (3-0) ALT. TO 10 INTO METAL STRUCTURES 60) .3000 PSI. CONC. .., s "5/4 . MIN. r ..., ,,. ;,,, THROW BOLT --• ,------Y L rrpicia. ANCHORS PENETRATION I `--- SEE ELEVATIONS FOR SPACING I ----i EDGE DIST. . w MIN THROW BOLT PENETRATION EDGE DIST. THRESHOLD NOT ADA COMPLIANT SEE SHEET 7.3 FOR ADA COMPLIANCE • • • • • •• • , %TEEL*: 1 2 11GAVAIN. "Fe = 36 KSI MIN.) • i 4ALUMINOM •i/"..TUK. MIN. (6063-T5 MIN.) • • • • , 111 EriT:CT ftiLTH ALUMINUM TO BE PLATED OR PAINTED) : • I :44f .10InciE4swift ,Seclecl.2443;:7 • • • • • • • INTO METAL STRUCTURE = 1/2" MIN. 1\Xt.gI:14:1Z:.',%, • '';', I '3000 PSI CONC. MIN WOOD AT HEAD OR JAMBS SG = 0.55 . . : .:• ,.......„..:r.i. ..4901ilki AT Nee, SILL OR JAMBS ec = 3000 851 MIN. • • • ic-4(0 OUT FI Et BICK:AT JAMBS ern = 2000 PSI MIN. iypte ANcHot. • • • • • • • • • • • • • • • • • • • • • • drow,ng no. W17-42 sheet 5 otlO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 00 00 • • • 00 00 ••• • • • 0410 • • 3/8" MAX. siM.......__. METAL o. STRUCTURE `N D 3/8" MAX. TYPICAL ANCHORS 1 SEE ELEV.-' FOR SPACING SHIM tBY WOOD BUCK f 1/4" ``1• • G TYPICAL ANCHORS . �j --SEE ELEV. . 1. FOR SPACING 3/8' MAX. SHIM TYPICAL ANCHORS SEE ELEV:• FOR SPACING 51 3(0 (31) EXTERIOR L__.. D.L..O.. LOCK OPSONS,_J SEE SHEET 4 / LEAF WIDTH FRAME WIDTH ACTIVE LEAF (E) 3/4" 3/8; MAX. • SHIM ^' TYPICAL ANCHORS 555 ELEV. rOR SPACING • f tl LOCK SHEENS ., 555 SHEET 4.... INACTIVE LEAF .ALT. FRAME JAM@ 3/8" MAX. ._._...1_-- SI!IM REINFORCING NOT REED. (13) FOR DOORS UPTO 8 FT. HIGH •-f-AND OESIGN LOADS UPiO 75 PSF `SEE ANCHOR NO.T€S-• LOCK OPTIONS SEE SHEET 4 Si N D.L.O. LEAF WIDTH •• ••• • • • • • •• • EXT :R CPR • • • • DOOR WIDTH • • • • • • • •, ,�..,,, .,..,__„_•. { TYPICAL ANCHORS -SEE ELEV. FOR SPACMG • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • •---•.-----•- DOOR DETAILS I n isa drawing no. W1 7-42 j (sheet 6 alp) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS —SEE ELEVATIONS FOR SPACING REINFORCING AS REOD. SEE SHEETS 3 & 3.1 FOR CAPACITY, 1/4" X 1/2" X 4 7/32' ALUM 84R ATTACHED TO VERTCAL FRAMES WITH (2) /12 S.S. SMS REDD. FOR LOADS ABOVE 58 PSF ONLY 3/B" MAX. SI-IIM 1 1/4 LH, 141 TYPICAL ANCHORS ) SEE ELEV.—'. ,," FOR SPACING EXTERIOR D.L.O. TRANSOM FRAME WIDTH • • 000 • • • • • • • • • •• • •• • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • •• • • • • • • ••• • •• ,•. •• • TRANSOM DETAILS Sealed 04-13-17 ,Y_�`i it 9i 317 F/f�!)�. • '\ amu'` l ' ai i n 3i S �L _....._.. drawing nono. W17-42 sheet 7 of 101 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6" MAX. 1 _..................: HEAD CORNERS 51 1/2" MAX. FRAME WIDTH HINGE OPTIONS SEE SHEET 9 ACTIVE t_._...... SURFACE APPLIED FALSE MUNTINS 0R DECORATIVE GRILL MAY BE USED /91-, 3" II l72; ,"rt 4" MAX. 38 7/8" SILL D.L. OPG. .._...---°� CORNERS 47 7/8" LEAF WIDTH (x) S 99 1/2" MAX. ....._................ _'__.. _. _. ___... __.. _........ FRAME WIDTH (6) ANCHORS TYPE B (9) ANCHORS TYPE C FOR ALL LOADS 3^ (11) ANCHORS TYPE A 'i ..." TYP.,. WITH MAIC. L0A0` HEAD MAX. LIMITED TO 85 PSI .._.............:.:,..,, 16 MAX. CORNERS f....jif HEAD/SILL • HINGES AT WATER RESISTANT DOORS (4) RECD. FOR DOOR HEIGHTS UPTO 30 1/2" (5) RECD. ABOVE 90 1/2" HEIGHTS ml' / 0 SURFACE APPLIED \ FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED ............................. 1 ACTIVE 38 7/8" D.L. on. (5) ANCHORS TYPE A & 8 , AT 501.5 ENDS-- 3' O.C. HINGE OPTIONS SEE SHEET 9 4' MAX. SRI. CORNERS TYPICAL ELEVATIONS DOORS TO MEET WATER REQUIREMENTS INACTIVE 47 7/8" LEAF WIDTH •• ••• • • ¢xx} • •• • •• • • • • • •• ••• •• • • • •• NOTE: • • FOR DOORS WITH GLASS TYPE 'Q' (LEVEL 'E' IMPACT). • • • • • • • • • • • • • • • LIMIT MAX. DOOR HEIGHTS TO 98 INCHES. • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • ••• • •• • •• • 114i i N iYj C ii m; y SII 11 � • SI I i 11 I drawing no. W17-42! sheet 7, l of 1o; ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (29) DETAILS DOORS TO MEET WATER REQUIREMENTS ITEM NUMBERS 40, 41, 42 AND 43 ADDED TO STANDARD DOOR SECTIONS TO MEET WATER 1NFiLTRATION RESISTANCE REQUIREMENT. SEE SHEETS 5 AND 6 FOR STD. DOOR DETAILS. .625 r .090 DRIP CAP 5 .„4) DOOR SWEEP (TOP) .......... 1.327 r>... ..._...-.050._, 1.310 EXTERIOR (3'T (43) EXTERIOR 1.182 .n k..1.714 -•) DOOR SWEEP (BOTTOM) 681 i4) WATER FLAP WATER RESISTANT DOOR COMPONENTS (B1) (B) ALT. 110.l9ALT. TO 10 f/ •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• (e) --...._.._ AIN •.� r. 61, • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • ••• • •• 1 •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed 0413-17 FL. #20701 71 E11411), k drowing no. W17-42 ; sheet 7.2of 10) NOT APPR'0 FOR WATER RESISTANCE L 1 / 1,/2' THROW BOLT--' PENETRATION EDGE DIST. 3000 PSI CONC TYPICAL ANCHORS - SEE ELEVATIONS FOR SPACING (B 1) APPR'D FOR WATER RESISTANCE 142 (42) •• ••( • • • ••• • •• ••• •• • • • •• ADA COMPLIANT THRESHOLD • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • ••• • •• • •• • Sealed 94,13-17 ''\5}1j� .�t ,d'itl Tyr�'i 4� . 1 : �cENSF' • C: FL #20701 y6c�. w'i li El l,�tl„ drawing no.1 W17-42 sheet? 30f 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • : _ c.__? I ..........__.... .." : 1.000.,._ _....�. i 50 4 <.689 - ..... ' AL-FAROOQ CORPORATION if a I ENGINEERS & PRODUCT DEVELOPMENT .zw� 1T I 9360 SUNSET DRIVE. SUITE 220 I MIAMI. FLORIDA 33173 (C.A.N. 3638) I " TEL (305) 264-8100 FAX. (305) 262.6978 '. .a"r ,'( COMP ANl �Wi7 42ENV, ,4.500-.......750..,- ,.. .t251.6891 i .125 ! t 87� • p .........x. .5001.750 2.000 .094 4.550 7'-' ,_'; �-_ -...z.........._{. (,.,.....1.954.....•••;. TOP RAIL 3.5504t ¢ I6 1......T.__ FRAME HEAD 4.500 ' ALT. FRAME JAMB i STEEL 4.125 i i 171 ' CHANNEL REINF. 1GUIDE CHANNEL. -,--, i_.... FOR TOP Sc ._._ ............._..i. BOTTOM PIN f V Z ,187-', 4.500.,...._ t ..,.....1.954...... :. .K .125 --I 1.340 :.,... .- i ..... • 8.000 �:,.... 1.95a.._..�. -'-- .125 r.--......... 7.000 140 r � -_,.... ............ *._ rr 1.5.0 .156-, i 1.592 THRESHOLD/DOOR STOP COVER ("--_ 5) J-:,A.MB 10.00 1.507 i4,-1.954 ... •_/ rr 1.527. 7464 i SHEAR Bi CK ........._.................._..__...___-, ......._6...2... 1.765 ...... ........ .1.............a� .. .. 9 54 y aa _ t .yi 3.951 `"J .....F...R...A......M_..<..,F. I FLA'! FILLER ..308 062t° -.090 4.000 .250..E -70.1; ,.....- ALT. THRESHOLD COVER 4 51 .094 -*- 2 45 a i I-- x .... ... 3 ; BOTTOM :......................._..._._. -. 2.000 � RAIL -__`. �.................:_ '�4 -•- .075 .._.. ___ ........... 9 r �.._ { 3.500I .624 m 4 .062 - : 1 � c. u bia_ . I f (9) THRESHOLD RAMP 19). : • 19 ):t. MID -RAIL u,.. ........3.380:._ .._._...� r..1.556 .... ,....... 2.000 - '. ."; 1.250 i �:>........._....................._.........._.._._._8.364--._........................__._............._w 4 x 2.000 � -r4 125 . 1.954 1 k.2,.:.) ALT, BOTTOM RAR. TRANSOM SASH 605 f s....._ 675 .. .645.-...__.16..1)�.. 560 E S L1.........1. A80- s i � - 14 ... ...7.532 .N 158 I: ............._.. v of I m .) I• > . ;. .......:.............3.913 (t i THRESHOLD { 7224 y_� i..._ x • • 062 • 1099 • ................. • • •.• • t.125 • . s ii.._... .� . •_'_'� • -11 rte •� • i" ._......._................... 8483..._..........._._......................._....._.___» : " ' ! i 7 ADA THRESHOLD RAMP r_..> l3 a.550......_.._ HINGE STILE � a GLASS STOP • • (LAM. GLASS) ti..._ • • • • • •• •• yy• • • • • • '••:.2....) DOOR STOP -`-1 Tiiii,.-, • • • ri�li ii/i es • • ',.:.4 '� �% , r e ,-.2-•,••••••-•1--_ W17-42 s, i 1.556.1 3.550........_..._. ` 1.954 lr'�`-� L 7 f 25�C x 2000 .165 _ t tl2 06 .._ 2 • i 7`.� <^+.798 GLASS STOP (INSUL. • • • • • ,- 1.000 • • ._..x. • • •• LAM. CLASS) • 81 13 i STILE 7 o .50 --- ;...250 • i'. ,. _-� {• Y : : i : • • 1.87 • • • • REINFORCEMENT • Rkt iQ.i Sealed 04-13-17!::xv • • • • . • • • ••st •• • • $..drew'rgr,0. • • , is �` 1111^®�i , S`> FL #20701 '1..11,,:k1tIt1" _2 sasAj,Saa ' -jam v laz. .080 ... ._.. ..........6..129 ........... <, (1.1:1 ALT. THRESHOLD M ___..4.550 a ` LOCK STILE !sheet 8 090 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • 11811 NO PART NUMBER 913*90115 DESCRIPTION MATERIAL NF./SUPPLIER/REMARKS ENV -351 1/ LEAF I TOP RA11 2 x. ENV -352 ENV -3521 ENV -353 4 ENV -354 $_.....__ .........ENV -355 5A. 7 ENV -358 ENV -357 ENV -358 9 9.1 10 10.1 11 TIT 12 13 ... 1/ LEAF BOTTOM RAI (8" HIGH) 1/ LEAF ALT. BOTTOM RAIL (10" HIGH) 1/ LEAF HINGE STILE 1/ LEAF LOCK STILE 2/ DOOR FRAME JAMB 2/ DOOR ALT. FRAME JAMB 1/ DOOR FRAME HEAD 4/ LITE GLASS STOP (INSULATED GLASS) 6063-16 ENVIRALUM 6083-16 ENYIRALUM 6063-06 ENNRALUM 6063-06 ENVIRALUM 8063-76 ENVIRALUM 6063-76 I ENvIRALUM 6063-16 ENVIRALUM I 6063-16 ENVRALUM 6063-16 ENVIRALUM ENV -359 ENV -3520 ENV -3510 ENV -3518 ENV -3511 ENV -3519 ......................... ENV -3512 4/UTE ..........._...__. 01655 STOP (L 9949080 GLASS) . ............. ...................... AS READ. THRESHOLD RAMP AS REQD. ADA THRESHOLD RAMP AS READ. THRESHOLD/DOOR STOP COVER AS RE01). ALT. THRESHOLD COVER (HI -RISE) 6063-T6 ENVRALUM 6063-T6 i ENVIRALUM 6063-16 i ENVIRALUM 6063-T6 I ENVIRALUM . 6063-16 1 ENVRALUM 1/ DOOR THRESHOLD 6063-08 j ENVIRALUM 1/ DOOR ALT. THRESHOLD 6063-16 ENVRALUM 3/ DOOR DOOR STOP 6063-16 E699891UM 14 15 16 17 18 19 21 22 22A 23 HINGES: OPTION #1: 4" X 4-1/2" X .130" THK. ST. STEEL KNUCKLE HINGE SERIES 4001 BY 'REGENT HARDWARE' OR SERIES EBB 191 BY 'STANLEY SECURITY SOLUTIONS' OR SERIES TA2314/TA2714 BY 'MCKINNEY ASSA ABLOY' 3 PER LEAF TOP/BOTTOM HINGES AT 7" FROM EACH END CENTER HINGE AT MIJSPAN FASTENED TO FRAME JAMB WITH (4) 12-24 X 1/2" 601 MS DOOR STILE WITH (4) 12-24 X 1/2" FH MS ENV -3513 AS REQD. STILE REINFORCEMENT. REGD. FOR DOORS ABOVE 8 FT. HIGH 6063-76 ' ENVIRALUM ENV -3515 4/ TRANSOM TRANSOM SASH ............................i 6063-16 : ENVIRALUM ENV -512 AS 8600.......................1' x 4-1/8" X 1" X 3/16" THK. CHANNEL STEEL I ENVIRALUM ENV -3516 1/ LEAF CORNER SNEAK BLOCK 6063-16 i ENVIRALUM...................................... ENV -0501 2/ LEAF GUIDE CHANNEL FOR TOP & BOTTOM PIN 6063-T6 Ii, ENVIRALUM ENV -454 AS READ. FLAT SNAP, 3' LONG 6063-T6 i ENVIRALUM ENV -3514 AS REQD. MID -RAIL (OPTIONAL) 6063-T5 I ENVIRALUM ENV -504 AS REQD. INTERIOR GASKET EPDM GLAZING RUBBER PRODUCTS .._- __. ............. ENV -Cab AS READ. SPACER GASKET EPDM I GLAZING RUBBER PRODUCTS 1/ QUARTER P0191 SPACER GASKET, 1 LONG EPDM [ GLAZING RUBBER PRODUCTS 1/ QUARTER PONT 3/8" X 1/2" X 2" SETTING BLOCKS 008011 TER 8015 EPDM 1 GLAZING RUBBER PRODUCTS 1/ QUARTER POINT 3/8" X 1-1/4" x 2" SETTING BLOCKS, DUROMETER 8045 EPDM i GLAZING Ru88ER PRODUCTS AS REQD. GLAZING COMPOUND SILICONE I DOW CORNING AS REQD. GLAZING COMPOUND SILICONE 1 GE MOMENTNE 4/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL HWH SMS, AT 16" O.C. AS REQD: ...,..... TRANSOM SASH SCRBIVS ST. STEEL. I AT 3' FROM ENDS & 12" 0,C. A5 REQD DOOR STOP ASSEMBLY SCREWS, @ 3" FROM ENOS & 20 0.C. ST. STEEL 1 HWH SMS 2/ HINGE HINGE BACKING PATE. 1-1/2" X 1/4" THK. X 8-3/8" LONG ALUMINUM 3/ LEAF 4-1/2 X 4' BUTT HINGES I ST STEEL 1/ LEAF CONT GEAR HINGE ALUMINUM SELECT PRODUCTS LTD. ALUMINUM 8E950 4 25 26 27 28 29 30 31 32 32A 33 34 37 38 39 40A ENV -006 ENV -SOOT ENV -S902 DOW 791 GE SCS2000 f12 X 1-1/2 %8 X 5/8' �8 X 5/8" ENV-BP1 SL -21 PEMKO-FS 1/4-20 X 1' ENV -001 ENV-WP1 1/ LEAF CONT GEAR HINGE 10/ LEAF CORNER BLOCK ASSEMBLY AS RE01)_ FIXED INTERIOR GASKET AS R600. WOOL PILE W'STRIPPING 41 419 12. 42A 43 ENV-WP2 ENV -8G1 ENV -3518 /8 0 5/8" ENV -3512 /8 x 1/2' ENV -3523 /8 X 3/4' ENV-WF1 AS READ. WOOL PILE W'STRIPPING AS REQD. BULB WSTR:PPiNG, (.475 BULB W/ FLAP X .270 8K.) AS REQD. DRIP CAP A5 RECD. DRIP (AP FASTENERS, AT A5 RE00. DOOR SWEEP (TOP) AS 8E0D. DOOR SWEEP FASTENERS, AS REQD. DOOR SWEEP (BOTTOM) AS REQD. DOOR 5wEEP FASTENERS. AS 8EOD. WATER FLAP 3" FROM ENDS & 6' O.C. AT 3" FROM ENDS & 6" 0.5. AT 3" FROM ENDS & 6' 0.C. ST. STEEL HEX HEAD BOLT W/ WASHER EPDM i GLAZING RUBBER PRODUCTS TRILOBAL YARN `:. ULTRAFAB TRILOBAL YARN; ULTRAFAB EPDM ULTRAFAB ALUMINUM PEMKO 5T. STEEL 11•rS SEi.C•IL1.I1r5 SjREWS• • • ALUMINUM 'PEMKO •• • •_:: : : • ..___ ST. STEEL '; Rh SELF WIRSLINo SC.8EWI,..______•. • • • • ALUMINUM ` P . 0 • • • • • • • ...._.._...................•........._....•..•.•.._...._.. __1— • • ST. STEEL (HH SELF DRILLING SCREWS EPDM I ULTRAFAB OPTION #2: CONTINUOUS GEAR ALUMINUM HINGE PEMKO-FS & SELECT SL -21 FASTENED TO FRAME JAMB WITH #12 X 3/4" FH SCREWS AT 6" 0.C. DOOR STILE WITH 1/4-20 X 1-1/4" FH MS WITH SEX BOLT AT 6" 0.C. SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. • •• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • •• • • • • ... .. •• • • • • • • • • • • EXTERIOR mi re u llZn o' ij 8 [O 4r. Z N h 1 r Lo• O g M bI V cGI; :11r411 $.II.6" drawing no, W17-42 �stteet 9.01.10 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • (2) #10 X 3/4" FH MS (2) 910 x 3/e... FH 45 DOOR LEAF TOP CORNER (2) 1/4-20 X HIti MS Y1101 WASHER / I / (27) r REINFORCEMENT WHEN REOD. TO BE WITHIN ,1--3-1/2- FROM TOP ' AND 7" FROM BOTTOM DOOR LEAF BOTTOM CORNER DOOR FRAME TOP CORNER TRANSOM CORNER 1/4-20 X 1" 1-01 45 WITH WASHER (3) RE00. FOR fr BOT. RAE / (4) RE00. FOR 10- 1307. RAIL) • • • • • • • • '•••,,•., • • • • ik,z • • > •* •-• • • •>.' <-" 6 • • • : • • • • • • • • -.--, • • • • • • • • •• • • • • • • • • • • :I • • : . • • • • • • • • • • • • DOOR FRAME BOTTOM CORNER • • • • • • . • • • • • • • • • • • • 4 i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Florida Building Code Online lJ,:k;7111,�.tJ o essio al Re . la io https: //www. floridabuilding. org/pr/pr_app_dtl.aspx?param—wGE... Moen. sow et 14; DBP NONE ABOUT OSPR- Fi fida pr a . DRP* DIVISIONS CONTACT DS PR BCIS Home 1 Log N I User Registration i Hot Topics Submit Surcharge 1 Stats & Facts 1 Publications FBC Staff 1 SCIS Site Map I Links Search 1 Product Approval USER: Public User Product Approval Menu > Product or Aoorication Search > Application List > Application Detail FL # FL19002 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Enviralum Industries Inc Address/Phone/Email 7307 N.W. 46 th ST Miami, FL 33166 (305) 752-4411 frankm@enviralum.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Javad Ahmad alfarooq@afceng.com Frank Messa 5100 NW 72 Ave. Bldg. C Miami, FL 33166 (305) 752-4411 frankm@enviralum.com Category Panel Walls Subcategory Storefronts • • • • • •• • •••• • • •••• • • •• •• • • • • • • • • • •• • •••• • • •••• •••• • • • •• • •••• • • •••• •••• • • • •• • • • • ••• • • • •• Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f= Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE -70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL19002 R0_COI SS - ENV -450 ALUM. WINDOW WALL-(LMI)-CI 2014.pdf Referenced Standard and Year (of Standard) Standard Yeas AAMA 501 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By •••••• �• • • • • • •••••• •� • • •••••• • • 1 of 6/1/2017 5:39 PM • Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products https: //www. floridabui lding. org/pr/pr_app_dtl. aspx?paranr- wGE... Method 1 Option D 10/28/2015 10/28/2015 10/29/2015 12/15/2015 Back • • •••••• •• •0000 •0•• • • • • •••• •••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1821 • • • • • •••• • • • • •• • • • ••••• The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Honda :: Privacy Statement :: Accessibi 3een$nt :: Refund Statement • • • • • • Under Florida law, email addresses are pubik records. if you do not want your e-mail address released in response to a pubic-recordsjequest, d4 not ser�l1d electronic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *PurguyrS ction • • • • • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees kensed under Chapter 455, F.S. must provide the Depsltment eith an emailidddress T {fhhey have • one. The emai5 provided may be used for official communication with the kensee. However email addresses are public recons. Ifliou do not wish to supply a • personal address, please provide the Department with an email address which can be made available to the pubic. To deterr}Ili if ydi are a kense•unde•Chapter ; • • • • • 455, F.S., please crick here . • • • Product Approval Accepts: • • Credit Card Safe securitymErRlcs 2 of 2 6/1/2017 5:39 PM FL # Model, Number or Name Description 19002.1 ENV -450 Aluminum Window Wall System Large missile impact resistant aluminum window wall system w/ or w/o thermal break. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-131 Other: See installation drawings for span vs. load combinations and installation details.FL19002 Installation Instructions FL19002 RO II SS - ENV -450 ALUM. WINDOW WALL -(LMI) DWG W15-74.pdf Verified By: Javad Ahmad 70592 Created by Independent Third Party: Yes Evaluation Reports RO AE SS - ENV -450 ALUM. WINDOW • WALL-(LMI)-PAE 2014.odf • • • • •••• Created by Independent Third pity: Yes • • • • Back • • •••••• •• •0000 •0•• • • • • •••• •••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1821 • • • • • •••• • • • • •• • • • ••••• The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Honda :: Privacy Statement :: Accessibi 3een$nt :: Refund Statement • • • • • • Under Florida law, email addresses are pubik records. if you do not want your e-mail address released in response to a pubic-recordsjequest, d4 not ser�l1d electronic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *PurguyrS ction • • • • • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees kensed under Chapter 455, F.S. must provide the Depsltment eith an emailidddress T {fhhey have • one. The emai5 provided may be used for official communication with the kensee. However email addresses are public recons. Ifliou do not wish to supply a • personal address, please provide the Department with an email address which can be made available to the pubic. To deterr}Ili if ydi are a kense•unde•Chapter ; • • • • • 455, F.S., please crick here . • • • Product Approval Accepts: • • Credit Card Safe securitymErRlcs 2 of 2 6/1/2017 5:39 PM 3 3/4" HEAD/SILL CORNERS 4" OPTION WLTH JAMB ANCHOR$ D.L. OPNG. SEE SHEET 2 II I D.L. OPNG. SEE SHEET 2 18" MAX. 1 HEAD D.L. OPNG. SEE SHEET 2 SEE SHEET 2 UNSECURED JAMBS (co \_J E F ,, / s-?-) i /G\ EJ SEE CHART SHEETS 3 & 4 D.L. OPNG. HEIGHT /i I Et i /' 3 3/4" HEAD/SILL CORNERS 1 r, 1 1 I 'I 1 14. � II IA ANCHORS TYPE ' A, B, C, D OR E 2 OR 3 AT EACH JAMB SEE SHEET 5 & 5.1 X14 F� 4„ SERIES ENV -450 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH F.B.C. APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. 18" MAX. I SILL /// SEE 'ENVIRALUM' IMPACT DOOR APPROVAL FDR DOOR RATING xc DETAILS.___.. _ ANCHORS TYPE I ANCHORS TYPE ' A, B, C, 0 OR E A, B, C, D ORE --AT DOOR MULL 2 OR 3 AT EACH SIOE OF MULL SEE SHEETS 6 & 7 SEE SHEET 5 & 5.1 FOR QUANTITIES TYPICAL ELEVATIONS INSTRUCTIONS. USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP DETERMINE DESIGN WIND LOAEP OtQU•PAA•NT •ASEI • ON WIND VELOCITY, BLDG. DIGHT, WIND !ONO • • • USING APPLICABLE ASCE 7 SANDARD. • • • • • • SEE CHARTS ON SHEET 2 FOR OE51GN IipAD• • • • CAPACITY OF DESIRED GLA GIZE. • • • • • • CHECK MUWON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 & 4 FOR STOREFRONT MULLION AND SHEET 6 & 7 FOR DOOR MULLION. THE CAPACITY SHOULD EXOIEED616E8DESIGN LAP'D `. • • USING CHART ON SHEETS f & 541 SELECT y4CI' R tT• IAJ WITH DESIGN RATING MOPE THAN)ESIGIP LO • EC•ED IN STEP 1 ABOVE. • • • • THE LOWEST VALUE RESULTING FROM STEPSM 3 • AND 4 SHALL APPLY TO ENTIRE SYSTEM. LT' D.L. OPNG. SEE SHEET 2 18" MAX. r- HEAD 1 3 3/4" HEAD/SILL CORNERS 4"L 18" MAX. SILL SINGLE '0' PANEL: FRAME WIDTH = D.L.O. WIDTH + 5.500" FRAME HEIGHT = D.L.O. HEIGHT + 5.500" PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. WINDOW WALL FRAMES MAY BE WITH OR WITHOUT THERMAL BREAK. • • ■ .01-T S P eCT EVALUATION DOCUMENT (P E.D.) PREPARED BY THIS ENGINEER • I GE RIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC • • OJE : e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. •B- CQNTRACTO$ TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND L�IISTA IdR OF THIS PRODUCT BASED ON THI5 UEVAON D PkoVI HE/SHE GOES NOT DEVIATE FROM THE CONDITIONSPRODCT ALU DETAILETI ON THIS DOCUMENT. C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 0- SR SPECIFI PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED �N N4LR 0$$ CHITECT WHICH WILL BEGONE THE ENGINEER OF REC0R0 (00.R.) FOR TIE }ROJRT AND WHO WILLBE RESPONSIBLE FOR THE PROPER SE %F TOE i•E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED • EtS11lER 40 TIO P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPEci1C •2AWI♦GS FOR REVIEW. E -S1 P.E.D. MALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. �p0 ` SI- OF '14/ S�OIVAIAE?NN sheet 1 of 12) 2 12.35P FL #19002 ••• • • •• • • • • • • • ••• ••• • • • • • • • • • • • • •••• • • • •• •• ••• • • N 0- M O' ll i .:Ir nl 1 U m U 0 0 0. 2 •i drawing no. W15-74 Owl II 1 1 1 1 II SEE CHART SHEETS 3 & 4 D.L. OPNG. HEIGHT SEE SHEET 2 C' Et i \8 I 1 i IJ 3 3/4" HEAD/SILL CORNERS 4"L 18" MAX. SILL SINGLE '0' PANEL: FRAME WIDTH = D.L.O. WIDTH + 5.500" FRAME HEIGHT = D.L.O. HEIGHT + 5.500" PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. WINDOW WALL FRAMES MAY BE WITH OR WITHOUT THERMAL BREAK. • • ■ .01-T S P eCT EVALUATION DOCUMENT (P E.D.) PREPARED BY THIS ENGINEER • I GE RIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC • • OJE : e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. •B- CQNTRACTO$ TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND L�IISTA IdR OF THIS PRODUCT BASED ON THI5 UEVAON D PkoVI HE/SHE GOES NOT DEVIATE FROM THE CONDITIONSPRODCT ALU DETAILETI ON THIS DOCUMENT. C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 0- SR SPECIFI PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED �N N4LR 0$$ CHITECT WHICH WILL BEGONE THE ENGINEER OF REC0R0 (00.R.) FOR TIE }ROJRT AND WHO WILLBE RESPONSIBLE FOR THE PROPER SE %F TOE i•E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED • EtS11lER 40 TIO P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPEci1C •2AWI♦GS FOR REVIEW. E -S1 P.E.D. MALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. �p0 ` SI- OF '14/ S�OIVAIAE?NN sheet 1 of 12) 2 12.35P FL #19002 ••• • • •• • • • • • • • ••• ••• • • • • • • • • • • • • •••• • • • •• •• ••• • • N 0- M O' ll i .:Ir nl 1 U m U 0 0 0. 2 •i drawing no. W15-74 Owl GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A' Sc 'Al' GLASS TYPES B' Sc 'B1' D.L.O. WIDTH D.L.O. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 30" 36" 42" 48" 54" 60" 66-1/2" 78" 90.0 90.0 90.0 90.0 100.0 131.0 100.0 131.0 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 90.0 90.0 90.0 90.0 65.0 65.0 100.0 131.0 100.0 131.0 100.0 131.0 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES B' Sc 131' 0.1.0. %MOTH D.L.O. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 30" 36" 42" 48" 49" 126" 90.0 90.0 90.0 90.0 65.0 65.0 65.0 65.0 100.0 131.0 100.0 131.0 100.0 129.7 100.0 109.7 100.01 107.1 30" 36" 84" 60" 66-1/2" 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 30" 36" 42" 47. 132" 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 65.0 65.0 100.0 128.5 100.0 108.9 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 90.0 90.0 90.0 65.0 90.0 65.0 100.0 131.0 100.0 131.0 100.0 126.7 30" 36" 90" 48" 54" 60" 66-1/2" 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 90.0 90.0 90.0 90.0 100.0 131.0 100.0 1 131.0 90.0 90.0 100.0 131.0 65.0 65.0 100.0 126.0 65.0 65.0 100.0 116.8 30" 36" 42" 48" 54" 60" 96" 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 90.0 90.0 90.0 90.0 65.0 65.0 100.0 131.0 100.0 131.0 100.0 126.8 65.0 65.0 100.0 116.4 30" 36" 42" 48" 54" 60" 102" 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 90.0 90.0 100.0 129.4 65.0 65.0 100.0 118.5 100.0 109.2 30" 36" 42" 48" 54" 57" 108" 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 65.0 65.0 65.0 65.0 100.0 125.6 100.0 111.8 100.0 106.4 30" 36" 42" 48" 54" 114" 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 90.0 900 100.0 131.0 65.0 65.0 100.0 119.5 100.0 105.6 30" 36" 42" 48" 51" 120" 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 90.0 65.0 90.0 100.0 131.0 65.0 100.0 114.1 100.0 106.6 30" 36" 42" 45" 138" 90.0 90.0 100.0 131.0 90.0 90.0 100.0 131.0 65.0 65.0 100.0 127.2 100.0 112.5 30" 36" 42" 43" 144" 90.0 90.0 65.0 65.0 100.0 100.0 131.0 131.0 65.0 1 65.0 100.0 126.1 100.0 120.8 0.L.0. WIDTH D.1.0. WIDTH D.L.O. HEIGHT D.I.O. HEIGHT O.L.O. HEIGHT NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. •• ••• • • • • • • •• • • • • • • •• ••• • • •• • • • •• • ••• • • • • • • • ••• • • • • • • • • • • • • • • • NOTE: •••• •• •• • • • •• • • GLASS CAPACITIES ON THIS SHEET ARG • • • • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS). • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • ••• • GLASS w to tem 11 0 0 0 SERIES ENV -450 ALUM WINDOW WALL SY U zo J N 07 w w 2 (, w �- ZN NM � 3 gZ n zeO m a w rl - FAX. (305) 406-3877 drawing no. W15-74 SILICONE SILICONE DOW CORNING 791 GE 2000 DOW CORNING 791 GE 2000 r-7/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS \ .090" Interlayer m Butocite PVB By 'Kuraray Americo, Inc.' .090" Interlayer Butacite PVB By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS z GLASS TYPE 'A' SILICONE DOW CORNING 791 GE 2000 1/4" HEAT STREN'D GLASS .090" Interlayer 1— SentryGlas \ By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS GLASS TYPE 1/4" HEAT STREN'D GLASS 1/2" AIR SPACE 1/4" TEMP. GLASS GLASS TYPE 'Al' SILICONE DOW CORNING 791 �GE 2000 \ 1/4" HEAT STREN'D CLASS .090"Snntr Interlayer SentryGlas By 'Kuroroy Americo, Inc.' 1/4" HEAT STREN'D GLASS 1/2" AIR SPACE 1/4" TEMP. GLASS GLAZING OPTIONS GLASS TYPE 'B1' 5/16" AIR SPACE 1/2" AIR SPACE CONSISTING OF: SPACER: ALUMINUM BOX SPACER AROUND THE PERIMETER OF THE GLASS. PERIMETFR SEALANT' SILICONE DOW CORNING 791 GE 2000 3/16" HEAT STREW() GLASS SWITCHABLE PRIVACY FILM TBY 'PrlvacyVue' \ 3/16" HEAT STREN'D GLASS INTERIOR LITE OF CLASS TYPES 'A1' & '81' CAN BE 7/16" OVERALL LAMINATED SWITCHABLE GLASS BY 'PrivacyVue' •Yr • • ••• • • • - • •• ••• •• • • • • •• • • • • • •• ! ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • •• ••• • ••• ••• • • • GLASS ,0111111 /I/ 4°:•' VOENyg'•.- FL #19002 ••• • • • •• ••• •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8. .c OF S!ONAl1E: OL,t 2 4 50 ALUM WINDOW WALL U 'U 6 z J ( LD v UJ U z 02 ¢� ; r'1 J • L` 0� —1 z Q 0 O c 2 . Jai drawing no. W15-741 sheet 2,1 of 12) 12.35 PM-- DESIGN LOAD CAPACITY - PSF UNSECURED JAMB/MULLION WITHOUT INTERMEDIATE HORIZONTALS DESIGN LOAD CAPACITY - PSF UNSECURED JAMB/MULLION WITHOUT INTERMEDIATE HORIZONTALS / \ JAMB '11' JAMB 'J2' JAMB 'J3" JAMB '14' JAMB "11" JAMB 'J2' JAMB '13" JAMB 'J4' NOMINAL DIMS. MULLION 'Ml' MULLION 'M2' MULL 'M3' MULL 'M4' CORPORATION PRO DEVELOPMENT 3 174 FAX. (305) 262-6978 NOMINAL DIMS. NOMINAL MULLION 'M l" MULLION 'M2' MULL '643' MULL '14' 61218 (W) TMI46 HEIGHT EXT.(*) INT.(-) E%T.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH (9) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) �/ 30" 36" 80.0 80.0 80.0 80.0 85.0 85.0 85.0 85.0 900 90.0 90.0 90.0 100.0 100.0 131.0 131.0 30" 36" - - - - - - - - - _ - 65.0 65.0 65.0 65.0 FOR SECURED JAMBS CONDITION SEE SHEET 9 OF 1 2. 42' 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 42" 3a" a 0 aB' 72" 80.0 80.0 85.0 85.0 90.0 90.0 1000 131.0 48" - - - - - - 65.0 65.0 0 U 54" 800 80.0 85.0 85.0 90.0 90.0 100.0 131.0 30" - - - - - - 65 0 65.0 60" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 36" - - - - - - 65.0 65.0 66" - - 85.0 85.0 90.0 90.0 100.0 131.0_ 42" 44' - - - 650 65.0 UNSECURED JAMBS 72" - - 85.0 85.0 90.0 90.0 100.0 131.0 48' - - - - - - 65.0 65.0 30" 60.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 [ L O OO OOO O 1:::O vii: R````30"80.0 ��36"80.0 O42"7B,80.0 AL-FAROOQ ENGINEERS & PR 1235 S.W. 87 AVE MIAMI, FLORIDA 3 TEL. (305) 2648100 36" 80.0 80.0 80.0 85.0 85.0 85.0 B5.0 90.0 90.0 90.0 900 100.0 100.0 131.0 131.0O 48" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 5480.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0O 60"-85.0 85.0 90.0 90.0 100.0 1}1.0 80.0 85.0 85.0 90.01. 90.0 100.0 1}1.0[Ir 80.0 85.0 85.0 90.0 90.0 100.0 131.0- © OO hl 11 r36"80.0 �- - fO54"80.0 OJ48"80.0 WALL SYS. (L.M.L)jr S INC. BLDG. C (305) 406-3877 80.0 85.0 85.0 90.0 90.0 100.0 131.0 B4,80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0OO 80.0 85.0 85.0 90.0 90.0 700.0 131.0/60"85.0 85.0 90.0 90.0 100.0 131.0OOO736"80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 42 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 48"90"80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0WJAMB 'Jl'7AMB 'J2' 3'JAMH 'J4'o � Z 54"- 85.0 85.0 90.0 90.0 100.0 131.0z Ia INa15Y IN'3IIx IN-4 Sx IN"31 IN'4 SX IN�3IY IN'4 SY W"3 3 (n W4.5)10 60'90.0 90.0 100.0 131.0 1.953716.2170 12.69251 ALUMINU.2)70 2.6925 ALUMINUM4.5(10 1.9537 > > Q - 30"80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 .7746 STEEL3.5210 1.7072 J 0 0]STEEL.3650 Z a36"80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0¢ AIUu + I Ix ALU9 + Ix SR % 2.9 _ N I+]TOTAL.1755TOTAL14.7219oI` I'142"_80.0 n48" 80.0 85.0 85.0 90.0 90.0 100.0 131.0Ix D J54"75.6 9680.0 80.0 85.0 85.0 90.0 90.0 100.0 1}I.01 © O1-130"85.0 © 0 tj li ri © l * !!='J_O a -rl 0 EgZ In E 1 p Q W in n60' J r 75.6 80.0 80.0 88.9 97.8©�-©O - - - - ]2.0 ]Z.0 80.0 88.0 85.0 90.0 90.0 100.0 131.0!O 76" - - 85.0 85.0 90.0 90.0 100.0 131.0 42" 102" - - 85.0 85.0 90.0 90.0 100.0 131.0 - - - © O (N / / �1 • �_ 48' - - 85.0 85.0 90.0 90.0 100.0 131.0 54" -- - - - 80.0 80.0 88.9 97.8 7c‘ OO �1 S - © �^I �J- 01S8I I* �1())I .. oil, © O mow, G1I f O�!o48" Qi.�., O a30" {j�{%wam•,�� '7A`142'TOB" CD Oa54" y 30" - - 85.0 85.0 90.0 90.0 100.0 131.0 36" - - 85.0 85.0 90.0 90.0 100.0 131.0 85.0 85.0 90.0 90.0 100.0 131.0O 85.0 85.0 90.0 90.0 100.0 121.9 - - - - - - 57.8 57.8 - - - - 90.0 90.0 100.0 131.0rI�rI{ 36" - - - - 90.0 90.0 100.0 131.0 I IF I Ir , V 42" 114' - - - - 90.0 90.0 100.0 1122.42. -'I -'i .. r - - MULLION 'M I' MULLION 'M2' MULLION _li '43' MULLION 'M4' 48" - - - - 90.0 90.0 100.0 108.6L 54" - - - - - - 57.8 57.8 62 Ix IN 4ISx IN-3 Ix IN-4 SX IN-3 IX IN-4 Sx IN-3 Is IN-4 Ss IN-3 p"g 1 30" - - - - 90.0 90.0 100.0 131.0 • • ••i80. 2.11j0 • 7.8700.3 2427 ALUMINUM 7.8700 3.2427 ALUMINUM 5.1380 2.1170 n -o "` "' • • • • • • • STEEL 1.3650 .7746 STEEL 3.5210 - 1.7072 p 36" - - - - 90.0 90.0 100.0 126.9 • • • TOTAL TOTAL '� 42" 120" - - - - 90.0 90.0 100.0 110.0 • Ir ALUM + Ix SR x 2.9 11.8285 h ALUM f Ix SR % 2.9 15.3489 �` 48" - - - - 87.9 87.9 97.4 97.4 t. • • • • ••• •• • • • •• `111�1(1�11/1//,, A/ i Ne.•'i''4'/'li4,/Qi .,__. m 54" _ - _ - - _ 57.8 57.8 30' - - - - - - 65.0 65.0 Wl W2 W3 1 �•'' „a.,....:..-.,0 o = I 36' - - - - - - 65.0 65.0 42' 126' - - - - - - 65.0 65.0 • • • • • • WIDTH �W� B W�• • • • • • • • • • • / - " _ 1•� / _ w 3 v n _ -1 48" - - - - - 65.0 65.0 sa" - - - _ - - - 57.8 57.8 AT FRAME JAMB• • • • •• • • • • • • • • • • • • • • •--•� � Q '.• S ,E OF (V' z drawing n0. 30" - - - - - - 65.0 65.0 36" - - - - - - 65.0 65.0 W2 + ",�•• •' • • • 4 ... . WIDTH • ;'�'•• oreloR•' . NO = • • • NS AT FRAME MULLION 2 •• I �� s''f•••• G� .,.0,, •..... E�1` W1 5-74 a2" 13z" - - - - - - 65.0 65.0 48" - - - - - - 65.0 65.0 FL #19002 // N 11 Asheet 3 of 121 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• 0• • • • •• •• DESIGN LOAD CAPACITY - PSF UNSECURED JAMB/MULLION WITH INTERMEDIATE HORIZONTALS DESIGN LOAD CAPACITY - PSF UNSECURED JAMB/MULLION WITH INTERMEDIATE HORIZONTALS �u COMP-ANL\W15-74ENV)I JAMB '31' JAMB '12' JAMB '33' JAMB '14' JAMB '11' JAMB 'J2' JAMB '13• JAMB 'J4' NOMINAL DIMS. MULLION '41' MULLION 'M2' MULL '43' MULL 'M4' NOMINAL DIMS. MULLION 'Ml' MULLION 'M2' MULL 'M3' MULL 'M4' FOR SECURED JAMBS CONDITION SEE SHEET 9 OF 12. UNSECURED JAMBS Q CORPORATION DUCT DEVELOPMENT 3174 FAX. (305) 262-6978 AL-FAROOQ & PR, WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EX1.(+) INT.(-) EXT.(*) INT.(-) EXT.(+)'INT.(-) WIOTH (W) FRAME HEIGHT EXT.(+)TINT,(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+)IINT.(-) 30" 36" 80.0 90.0 80.0 80.0 85.0 85,0 85.0 85.0 90.0 90.0 90.0 90.0 100.0 1131.0 100.0 131.0 30" 36' - - - - - - 65L65.0 65.0 165.0 42" " 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 42" 138" - _ _ _ _ = 65.0 65.0 48" - - - - - - - 65.0 65.0 48" 72 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 54" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 30' 60" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 36" - - - - - I 65 0 65.0 66" - - 85.0 85.0 90.0 90.0 100.0 131.0 42" 144' - - - - - - 65.0 65.0 72" - - 85.0 65.0 90.0 900 100.0 131.0 48" - - - - - - 642 164.2 30" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.00 © O f - O O O j I� r` 11 �� 9[:1 1.1 O O O OO60"- �m 11 It � 0 1235 S.W. 87 AVE MIAMI, FLORIDA 3 TEL. (305) 284-8100 J6" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 42' 80.0 90.0 85.0 85.0 90.0 90.0 100.0 131.0 48" 54"80.0 78" 80.0 80.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 100.0 100.0 131.0 131.0O - 85.0 85.0 90.0 90.0 100.0 131.0 JO" 80.0 80.0 85.0 65.0 90.0 90.0 1000 131.0 36" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 O k 0 r l a ]I Io i O o 0 ri0 ! ` ..I WALL SYS. (L.M.I.) 3 INC. BLDG. C (305) 406-3877 ..l 42" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 48" 94" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 54" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 60" - - 85.0 85.0 90.0 90.0 100.0 131.0 30" 80.0 85.0 85.0 90.0 90.0 100.0 1131.0 36"80.0 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 42 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 JAMB 'J1' JAMB '32' JAMB '33' JAMB '34' 3 o w CCD LL 48" 90" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 54" 60" - - - - 85.0 - 85.0 - 90.0 90.0 90.0 90.0 100.0 131.0 100.0 131.0 Ix IN-4 Sx IN-3 Ix IN-4 Sx IN"31 Ix IN-4 Sx IN-3 Ix IN-4 Sx IN-3 3 1~/) W 4.5110 1.9537 6.2170 2.69251 ALUMINUM 6.2170 2.6925 ALUMINUM 4.5110 1.9537 ? 4 - 30" e0.0 000 85.0 95.0 90.0 90.0 100.0 131.0 STEEL 1.3650 .7746 STEEL 3.5210 1.7072 ¢ Z 76" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 TOTAL 9 ALUM + 9 m X 2.9 10.1755 TOTAL Ix ALMM + Iv Stl % 2.9 14.7219 N M 4- r M 42" 80.0 80.0 85.0 85.0 90.0 90.0 100.0 131.0 48" 96" 74.3 74.3 85.0 85.0 90.0 90.0 100.0 131.0 © _ 0 © - 0 lir O O �, ij �! IT © O ..ia� O © `��. pEi 7 - O >>j W v, E L J Z n j 0 " al Z - - al LtJ LID 1-- 54" - - 75.6 75.6 80.0 80.0 88.9 97.8 60" - - - - 72.0 72.0 80.0 68.0 30' - - 85.0 85.0 90.0 90.0 100.0 131.0 76" - - 85.0 85.0 90.0 90.0 100.0 131.0 42" 102" - - 85.0 85.0 90.0 90.0 100.0 131.0 © O 0 I JAW 10 �r 11 ` 1 ' __ 95.0 85.0 90.0 90.0 00.0 188.9 19778 54' _ _ 80 0 80 0 O . . © 0 ir_4 �� _l ii 30" - - 85.0 85.0 90.0 90.0 100.0 131.0 36" 42" 109" - ___._-___ - - - 85.0 - 85.0 65.0 85.0 90.0 90.0 90.0 90.0 100.0 -_._-__ 100.0 131.3 .. 130.3 INTERMEDIATE HORIZONTALS - p L E O ' $ '' O4 � O Ol P- 1 :� �SI' I 0 O O 17 Itl , O c c il 48" - - 85.0 85.0 90.0 90.0 100.0 114.1 54" - - - - - 57.8 57.8 70" - - - - 90.0 90.0 100.0 131.0 42" - - - - 90.0 90.0 100.0 11 .0 -L- _ - �- _ y 42" 114" - - - - 90.0 90.0 100.0 11].0 MULLION 'MI' MULLION 'MZ' MULLION 'M3' MULLION 'M4' 48" - - - - 90.0 90.0 100.0 102.4 ' 54' - - - - - - 57.8 57.8 U • • 51y911N 4ISx N-3 Ix IN 4 Sx IN"'3 Ix IN4 Sx IN-3 Ix 1N-4 ISx 1N-3 O o Jo" - - - - 90.0 90.0 100.0 13Lo _ • • • S1•i80 2. 70 7 705 3.2f21 ALUMINUM 7.8700 3.2427 ALUMINUM 5.1380 2.1170 m v • • • • • • • • • .---- • STEEL 1.3650 .7746 STEEL 3.5210 1.7072y 36' - - - - 90.0 90.0 100.0 123.2 • TOTAL TOTAL c 42' 120" - - - - 90.0 90.0 100.0 105.6 ,•, _ • • •• Ix ILMI + Ix m % 2.e 11.8285 Ix ALUM + h m % 2.9 15.3489 1 48" - - - - 83.3 83.3 92.4 92.4 r 4 • • • • • • • • • • • • • • \\\s\D1 ‘‘,N1 WI - �` �;'•uG 1111///// // < '.`2 m 54" _ - 57.8 57.8 30" - - - - - - 65.0 65.0 WI W2 W3 ` ______.• O1 o 1 s 5 36" _ _ _ _ _ _ 65.0 65.0 42" 126" - - - - - - 65.0 65.0 • • • • • • • • • • • • • • • • • • WIDTH W = Wt • • • • • • • • • • ( _�! •� _ Aria! T _� • � 0 `-`J 1 48" - - - - - - 65.0 65.0 54" - - - - - - 57.8 57.8 30" - - - - - - 65.0 65.0 074111 • • • • • • • • • • • • LU AT FRAME JAMB • • • • • ��•'•. S', aOF [y drOwin no. 9 36" _ _ _ _ _ _ 65.0 65.0 • W2 + W3 • •• •• •• •• •• •. WIDTH • • : 4' •'•.!LOR10lt'. G.\ 16fULL20NS ' W 15-74 48" 132" - - - - - - 65.0 65.0 (W) _ 2 S+ \� � FL //A Sf _ __ 48" - - - - - - 65.0 65.0 AT FRAME MULLION #19002 /// t 'um \\ ��\ /1313 - ,,.... Sheet 4 of12 ••• • • • • ••• • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • •• •• ANCHOR LOAD CAPACITY - PSF ANCI OR LOAD CAPACITY - PSF �U Iz Id ^ J EK1.(+) & INT.(-) EXT.(+) & INT.(-) NOMINAL DIMS. 3/8" MAX. SHIM SPACE NOMINAL DIMS. 3/8" MAX. SHIM SPACE WIDTH (W) FRAME HEIGHT 62/82 C2/D2 E2 A3/B3 C3/D3 E3 WIDTH (W) !FRAME HEIGHT A2/B2 C2/D2 E2 A3/B3 I C3/D3 E3 - AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264.8100 FAX. (305) 262-6978 COM —ANL W1: 30" 74.0 131.0 I 99.3 111.1 131.0 131.0 30' 40.4 75.9 54.2 60.6 114.0 81.3 36" 42" 61.7 52.9 116.0 99.4 ) 82.8 71.0 92.6 131.0 124.2 79.3 131.0 106.5 36" 42' 132" 33.6 25.8 63.3 54.2 45.2 38.7 50.5 43.3 95.0 81.4 67.8 58,1 .: .: 7. 48" 46.3 87.0 62.1 69.4 1 130.6 93.2 48" 25.2 47.5 33.9 37.9 71.2 50.8 EF j 54" 72" 41.1 77.3 55.2 61.7 116.1 B2.8 30' 38.6 72.6 51.8 57.9 109.0 77.8 60" 37.0 69.6 49.7 55.5 _ 104.5 74.5 36" 32.2 60.5 43.2 48.3 90.8 64.8 66" 33.6 63.3 45.2 50.5 95.0 57.8 138" 42" 27.6 51.9 37.0 41.4 77.9 55.6 • 2. 72" 30.8 58.0 41.4 46.3 87.1 62.1 48" 24.1 45.4 32.4 36.2 68.1 48.6 30" 68.3 128.5 91.7 102.5 131.0 131.0 30" 37.0 69.6 49.7 55.5 104.5 74.5 56.9 107.1 76.4 85.4 131.0 114.7 36" 30.8 58.0 41.4 46.3 87.1 62.1 36" 42" 48.8 91.8 65.5 73.2 131.0 98.3 144, 42" 26.4 49.7 35.5 39.7 74.6 53.2 E nL 48" 79' 42.7 80.3 57.3 64.1 120.5 86.0 48" 23.1 43.5 31.0 34.7 65.3 46.6 W1 W2 W3 54" 37.9 71.4 50.9 57.0 107.1 76.4 NTERMEDIATE 60" 34.2 64.2 I 45.8 51.3 96.4 68.8 WIDTH (W) = W1 SOP HORIZONTALS 30" 63.4 119.3 85.1 95.2 I 131.0 127.8 AT FRAME JAMBALL ION ED LITES 36" 52.9 , 99.4 71.0 79.3 131.0 106.5 W2 + W3 42" 45.3 85.2 60.8 68.0 w 127.9 91.3 WOOD BUCKS AND METAL STRUCTURE NOT BY ENVIRALUM WIDTH (W) = 2 - LRIES ENV -450 ALUM WINDOW WALL SYS. (L.M.I.)1 ENVIRALUM INDUSTRIES INC. 5100 N.W. 72 AVENUE BLDC. C MIAMI, FL. 33166 TEL. (305) 752-4411 FAX. (305) 406-3877 48" 84" 39.6 74.6 53.2 59.5 111.9 79.9 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AT FRAME MULLION 54" 35.2 66.3 47.3 52.9 99.5 71.0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. 60" 31.7 59.7 42.6 47.6 89.5 63.9 30" 59.2 111.4 79.5 88.9 131.0 119.3 36" 49.3 92.8 66.2 74.0 131.0 99.4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 42"_ 42.3 79.5 56.8 63.5 119.4 85.2 --- 48" 90 37.0 69.6 49.7 55.5 104.5 74.5 TYPE '"- 1 /4" DIA ULTRACON BY 'EI CO' (Fu=177 851, Fy=155 401) TA II I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 3/4 3 3/4" 54" 60" 32.9 29.6 61.9 55.7 44.1 39.7 49.4 44.4 92.9 836 66.3 59.6 I WITH 1-1/2" MIN. PENETRATION INTO WOOD �4"I �4'_ ! 30" 55.5 104.4 74.5 83.3 131.0 111.8 THRU 1BY WOOD BUCKS INTO CONCRETE -- 4" o- ',--- 36" 46.3 87.0 62.1 69.4 130.6 93.2 WITH 1-1/4" MIN. EMBED INTO CONCRETE 42"" 42"_ 39.6 74.6 53.2 59.5 111.9 79.9 TYPE '8"- 1/4" DIA ULTRACON BY "ELCO' (F4=177 KSI, Fy=155 KSI) 48" 96 34.7 65.3 46.6 52.1 97.9 69.9 DIRECTLY INTO CONCRETE OR MASONRY 54" 30.8 58.0 41.4 46.3 87.1 62.1 WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 60" 27.8 52.2 37.3 41.7 78.4 55.9 30" 52.2 98.3 70.1 78.4 131.0 105.2 ANCHOR EDGE DISTANCE$ a"I I4" 4o- -=1 o- 4”1_,_36" 43.5 81.9 58.4 65.3 122.9 87.7 INTO CONCRETE AND MASONRY = 2-1/2" MIN. q' a' - I '_ - --J 42" 37.3 70.2 50.1 56.0 105.3 75.2 L INTO WOOD STRUCTURE = 1" MIN. 5 3/4" -=4" 5 3 a' / l 48" 102" 32.6 61.4 43.8 49.0 92.2 65.8 I- 54" 29.0 54.6 39.0 43.6 81.9 58.5 TYPE 'C'- 5/16" DIA ULTRACON BY "ELCO" (14=177 451, Fy=155 KSI) A2. B2. C2. D2. E2 A3. 113. C3. D3. E3 60° 26.1 49.1 35.1 39.2 73.7 52.6 INTO WOOD STRUCTURES 30" 49.3 92.8 66.2 74.0 131.0 99.4 WITH 1-7/8" MIN. PENETRATION INTO WOOD ANCHORS TYPES' 36" 41.1 77.3 55.2 61.7 116.1 82.8 THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 42" 35.2 65.3 47.3 52.9 99.5 71.0 WITH 1-1/4" MIN. EMBED INTO CONCRETE B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION or 108" 30.8 58.0 41.4 46.3 87.1 62.1 TYPE 'D"- 5/16" DIA ULTRACON BY "ELCO' (Fu=177 KSI, Fy=155 451) C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION '0' 54" 27.4 51.6 36.8 41.1 _ 77.4 55.2 DIRECTLY INTO CONCRETE OR MASONRY D2 = (2) ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION E2 = (2) ANCHORS TYPE '6' AT EACH SIDE OF JAMB AND MULLION 60' 24.7 46.4 33.1 37.0 69.6 49.7 WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 11 1130" 46.7 87.9 62.7 70.1 131.0 94.1 A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 36" 38.9 73.3 52.3 58.5 110.0 78.5 ANCHOR EDGE DISTANCES B3 = (3) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION ".M'C' �! ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 ^. TEL. (305) 264-8100 FAX. (305) 262-6978 , �•r COMP—ANL\W15-74ENVJ NOMINAL DIMS. 1/4" MAX. SHIM SPACE NOMINAL DIMS. 1/4" M4S. SHIM SPACE WIDTH (W) FRAME HEIGHT 42/02 1 C2/D2 I E2 A3/B3 1 C3/D3 I E3 WIDTH (W) FRAME HEIGHT A2/82 C2/D2 E2 A3/83 C3/D3 E3 30" 131.0 131.0 131.0 131.0 131.0 I 131.0 30" 74.5_ 83.8 111.4 111.7 125.7 131.0 36" 42" 132" 62.1 53.2 69.8 59.8 92.8 79.6 93.1 79.8 104.7 89.8 131.0 119.4 36" 42" 113.0 97.5 128.0 109.7 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 48"72. 85.3 96.0 127.7 128.0 131.0 131.0 48" 46.5 52.4 69.6 69.8 78.5 104.5 54" 75.9 85.3 113.5 113.8 128.0 131.0 30" 71.2 80.1 106.6 106.9 120.2 131.0 36" 59.4 66.8 88.8 89.0 100.2 131.0 60" 68.3 76.8 102.1 102.4 115.2 131.0 42" 138" 50.9 57.2 76.1 76.3 85.9 114.2 66" 62.1 69.8 92.8 93.1 104.7 131.0 48" 44.5 50.1 66.6 66.8 75.1 99.9 72" 56.9 64.0 85.1 85.3 96.0 127.7 30" 126.0 131.0 131.0 131.0 131.0 131.0 30" 68.3 76.8 102.1 102.4 115.2 131.0 36" 56.9 64.0 85.1 85.3 96.0 127.7 36" 105.0 118.2 131.0 131.0 131.0 131.0 42" 144" 48.8 54.9 73.0 73.1 82.3 109.4 42"78. 90.0 101.3 131.0 131.0 131.0 131.0 48" 42.7 48.0 63.8 64.0 72.0 95.8 48" 78.8 88.6 117.8 118.2 131.0 131.0 54" 70.0 78.8 104.8 105.0 118.2 131.0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• ••• • •• • • • • • • • • • • 0%%111111,/,, ' `\J.f� 7177 CC```"`'' i ��•'•VGEN�c''• No. 70592 •• �- �� •' 60" 63.0 70.9 94.3 94.5 106.3 131.0 30" 1 117.0 , 131.0 131.0 131.0 131.0 131.0 36" 1 97.5 109.7 131.0 131.0 131.0 131.0 ENVIRALUM INDUSTRIES INC. 5100 N.W. 72 AVENUE BLDG. C MIAMI, FL. 33166 TEL (305) 752-4411 FAX. (305) 406-3877 42"83.6 1 94.0 125.1 125.4 131.0 131.0 48" 84" 73.1 82.3 109.4 109.7 123.4 131.0 54" 65.0 73.1 97.3 97.5 109.7 131.0 60" 58.5 65.8 87.5 87.8 98.7 131.0 30" 109.2 122.9 131.0 131.0 I 131.0 131.0 36" 91.0 102.4 131.0 131.0 131.0 131.0 42" 78.0 87.8 116.7 117.0 131.0 131.0 48" 90" 68.3 76.8 102.1 102.4 115.2 i 131.0 54" 60.7 68.3 90.8 91.0 102.4 131.0 60" 54.6 61.4 81.7 81.9 92.2 122.6 30" 102.4 115.2 131.0 131.0 131.0 131.0 36" 85.3 96.0 127.7 128.0 131.0 131.0 42" 73.1 82.3 109.4 109.7 123.4 131.0 48" 96" 64.0 72.0 95.8 96.0 108.0 131.0 54" 56.9 64.0 85.1 85.3 96.0 127.7 60" 51.2 57.6 76.6 76.8 86.4 114.9 30" 96.4 108.4 131.0 131.0 131.0 131.0 36" 80.3 90.4 120.2 120.5 131.0 131.0 ---- 42" 68.8 77.4 103.0 103.3 116.2 131.0 0 n v 0 48" 102" 60.2 67.8 90.1 90.4 101.6 131.0 54" 53.5 60.2 80.1 80.3 90.4 ' 1202 60" 48.2 54.2 72.1 72.3 81.3 108.1 30" 91.0 102.4 131.0 131.0 131.0 1 131.0 36" 75.9 85.3 113.5 113.8 128.0 131.0 42" 65.0 73.1 97.3 97.5 109.7 131.0 48" 108" 56.9 64.0 85.1 85.3 98.0 127.7 54" 50.6 56,9 75.7 75.9 85.3 113.5 60" 45.5 51.2 68.1 68.3 76.8 102.1 a 30" 86.2 97.0 129.0 129.3 131.0 131.0 36" 71.9 80.8 107.5 107.8 121.3 131.0 C N - v 42" 61.6 69.3 92.2 92.4 103.9 131.0 48" 114" 53.9 60.6 80.6 80.8 90.9 122.9 N C 54" 47.9 53.9 71.7 71.9 80.8 107.5 aoe•: 09-28-151_1 l scale: _ tlr. by: HAMIC chk. by: 60" 43.1 48.5 64.5 64.7 72.8 96.8 30" 81.9 92.2 122.6 122.9 131.0 131.0 36" 68.3 76.8 1023 102.4 115.2 131.0 42" 120" 58.5 65.8 87.5 87.8 98.7 131.0 48" 51.2 57.6 76.6 76.8 86.4 114.9 54" 45.5 51.2 68.1 68.3 76.8 102.1 30" 78.0 87.8 116.7 117.0 131.0 131.0 36" 65.0 73.1 97.3 97.5 109.7 131.0 • • • • • • • • • • Tei• Ty �p • • • • •• • • • • • • • 1 • T .F ORS • 1/4„ SHIMS Q '•• 9-. ,OF (u� %'� •,.!2ORID�.•' Grp FL #19002 '''SS�0fVA1.E?s`s 41111 nTT4 42" 126" 55.7 62.7 83.4 83.6 94,0 125.1 48" 48.8 54.9 73.0 73.1 82.3 109.4 54" 43.3 4e.e 64.8 65.0 n.1 97.3 (sheet 5.1of 121 • f�'7 7 Q-. CP • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• 1 • • •• •• ••• • • • ••• • • DOOR MULLION LOAD CAPACITY NOMINAL DIMS. WITH REINF. WIDTH (W) FRAME HEIGHT 00.(4.) I INT.(-) 40-3/4" 75.0 75.0 43-3/4" 75_0_ 75.0 46-3/4" 75.0 75.0 49-3/4" 102" 75.0 75.0 52-3/4" 75.0 75.0 55-3/4" 75.0 75.0 40-3/4" 75.0 75.0 43-3/4" 75.0 75.0 46-3/4" 75.0 75.0 49-3/4" 108" 75.0 75.0 52-3/4" 75.0 75.0 52-3/4" 75.0 75.0 40-3/4" 75.0 75.0 43-3/4" 75.0 75.0 46-3/4" 114" 75.0 75.0 49-3/4" , 75.0 75.0 40-3/4", 75.0 75.0 43-3/4" 120" 75.0 75.0 72.2 72.2 46-3/4" 49-3/4" 67.9 67.9 MOOR MULLION WITH REINF 19 IN -4 SS IN"3 'ALUMINUM TOTAL N ALUM 4. I. 51L % 2.9 5.0950 2.0993 2.2740 1.1025 11.6896 FRAME HEIGHT ANCHOR TYPES C TOTAL NO. OF ANCHORS AT DOOR MULLION HEAD ANCHOR TOTAL NO. OF ANCHORS TYPES AT DOOR MULLION HEAD 14 C 8 8 0 8 E 10 ENVIRALUM ENTRANCE 000R5 SEE SEPARATE APPROVAL }y W2 1 W1 W2 WIDTH (W) - W1 4 W2 2- +1.750 W DTH (W) = 2W' + W2 +1.750 ANCHOR TYPES TOTAL NO. OF ANCHORS AT DOOR MULLION BOTTOM 11 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • .• • • • •• • • • • • • :.. • • • • j DOQ1Z MULLION FRAME HEIGHT ENVIRALUM ENTRANCE DOORS SEE SEPARATE APPROVAL IfEli Ef� FSI W2 W1 WIDTH (W) = W1 + W2 +1.750 ANCHOR TOTAL N0. OF ANCHORS TYPES AT DOOR MULLION BOTTOM 61 B D FL #19002 • •• • • • • • .. • . • • •• •• •. • • •• • •• •. •.•• •• • • • • • • • • • • • • • • •• •. • • . .• •• 000 . . • .•• • • 1 I 1 II I ill PD. 0 0 .n 0 0 w, 1 j'•, S. _c OP • (per drawing no. 6•••. FioR�ot..- G� W15-741 sS�OTIVALIE�s6 o112) Opt 21 !dt 12.37 rh (heet _. • ..•. • • • ••• •• •• • • .• • .. •• • • • • • •• •• •• •• • • • • • • •. • ••• •• • • • • •• •. • . •• • • • ..• • •. • • • ••• Z140 L laa4s) _\�s1VN10/////, zoosT# 'Id '. f'LS 1 frit • • • • - A = 9'09 91 1'19 9+ s %•, 0:::: 1'09 1 et • • • • • • • • 9 V OSS Zt t'fS Zt 1-1;;;;;7-5—in ( .cine: — rdr. by: HAMID�' (chk. by: �I LT9 1 It, • • 96 • • • • 9'019 • 9E 96 9'L9 9f 96 090 92 96 . roar.. 4.........:I"C9 • • It)C r• • • • • • • • or 9"09 Of 9090 Of 9'19 90 Rt • . • P6 - - 90 6'95 8f 139 Pt 1,99 000 01 6'60 00 0'99 ZL ...o. (�jp� 014306,:'0 . •.... 0'69 90 i� 0'99 9[ +B Z"f9 90 f0 0'19 90 re sy• �,Ir \� n' V 93' \\ 6'0L pf ♦• • Z'OL D[ 9'99 00 L't9 00 ///[31111111\\\ 119 I9+ • • • 900 • • • �1 • • • • �19 1- • • O6 OZl L'L9 9f 09 001 9 08 001 0 (1 Z. • !C • • • • • -•- 11 110 -90 - • L6 C'09 06 0'19 0t 0 9 0 0'5L 90 • • • • • • • 1 9'01 • 9f ZL L'69 90 iL 9'19 90 01 l I B 0'91 or • • • • • • • 1 0'51 • O[ 041 00 0'01 00 o. 0. O m N muse N0111001 0000 10 53601.1 0'01 ••• e• • • •• • 1 • Tot •• • 96 1'99 99 6"99 Br 500X0146 40 'ON 19101 OOHONY OIL Z+ 0'91 L+ OIL 00 OIL 00 OIL 90 09 OIL 90 09 0'91 90 09 0'01 90 09 06L Of 0"03 00 OIL OC 001 00 m 83 p o IM ZM 019 Pr 6"091111 I'09 81 0'99 91 9'69 Zr 0'99 0+ 1'09 0+ 119 0Y 1..1 4,..'1-I 11. LTC 90 96 6'69 90 96 f'99 9[ 96 1'09 90 96 1fi>-----` JJ_ FRAME HEIGHT Of o'rt of 001 of t"C9 00 it ` \ ~d 9* 6'19 9f 0'59 9Y L'[9 91 / 1 4 00 911 0/ 9'99 Lh 5'99 Z+ / II \ 9C h9 0'91 90 +9 Y'LL 9[ +9 001 90 re / / 1 I \ 00 611 0'SL 00 0"SL Of 0'YC — OC O 1 \ \I 9+ 96 C'[L 9+ 06 111 901 9t /9 111 0'69 96 09 611 1 / 2+ 0'01 0+ 0'91 21 CZ/ 06 m 9f ZL 0'01 90 ZL 0'91 90 2L 0'91 9[ LL [SERIES ENV -450 ALUM WINDOW WALL SYS. (L.M.I.)) ENVIRALUM INDUSTRIES INC. 5100 N.W. 72 AVENUE BLDC. C MIAMI, FL. 33166 TEL. (305) 752-4411 FAX. (305) 406-3877 \ / 00 OIL 00 o"sc or 091 00 \ / 96 D'sc 91 o'sL 9r o'sc 00 \ / n OIL 00 o'sL z+ 0' SC 00 09 OIL 90 09 OIL 90 09 091 90 k.... 0 O[ o'SL O[ 0'01 O[ 011 OC ,- BY 6'ZL St 69 9+ Z'L9 at ' crc 0* 0'sL 00 zr 001 OIL zr SIM Lt 06 ' 0'91 9C 96 0"SL 90 96 2"YL 90 96 VI/ 91 96 ""' tH +HtHt ""' Of 00 0'01 00 0'01 00 0'51 DC -- - ---- '� 0'001 9r 05c e+ 6'+L ar 9z[ 96 19900ddV 310066035 335 521000 3ONY211N3 OIL z+ OIL 0+ 0 S 00 OIL Lt VI(11VBIAN33 05L 90 t9 0'IL 9f 09 OIL 90 09 VS/ 90 69 OIL 00 001 of 0"91 Of 0"51 of 01 3 96 901 06 901 19 901 00 901 9 0 09L 9t 0'51 9r 0"51 9t 9"01 9+ q 3 0'SL 00 OIL 00 OIL 09 o'SC L+ 9 B OIL 9f 0C 051 90 Z1 OIL 9f 01 0"S1 90 01 01 0 0'01 00 0001 Of 0"91 00 0"SL 00 - 0039 NOIIION 0000 500HOML 30 'ON 19 10101 53601.1 000090 OIL 91 0'sL at o"sL of 0'00[ w IT AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264-8100 FAX. (305) 262-6978 COM P—AN L\W1: OIL 0f 0'90 Zr 0"01 Li 0'91 Z1 OIL 90 09 090 90 09 0"91 90 09 0'91 90 09 011 0f 0'90 Of 0'91 Of 0'91 Of 6'Z K LS RI + WOIY •I 0+1 9r 091 9f OIL 96 091 9r 9609.ll 7Ya0a 05L 01 0.01 01 0'91 06 OS( Z+ 9001 '1 ObLZ Z 7331S OIL 90 96 0'01 90 96 0'01 90 96 0'91 90 96 066001 05605 Wf1N119(17Y o'S1 Dc 091 00 051 0,61 XS /,AI 361 00 001 00 0'91 9t OIL 96 O91 9+ OIL 9f '1N139 Na1t 0"001 06 Oft 00 0'91 L+ OIL Zt NOITI(IA HOOK 0"91 9f +B 0.91 90 16 691 9[ Y9 0"91 9C 18 OIL 00 OIL DC 0'91 of 901 of 1171IIP"' 0'S[ 9t96 001 O6 001 69 001 09 001 0 0'SL L1O 0'SL 9C ZLLL�� 001 00 091 00 0'S1 00 0'91 0f © 051 00 1 051 OIL 90 osL 001 06 0'91 0'61_---__L,_ 6!4- 0'91 90 09 0'91 90 09 - 051 -06 90 09 09L 90 09 0'91 0f OIL of OIL 00 051 00 _ (-) '1141 (1) '1K3 030361 (29) X100 634391 (IM) 3100 636061 010p1 9000 639314 1)4309 3013 ) '1111 (6) '103 6313141 (L/J X100 631091 (19) 9300* 931301 13009 9000 931391 114339 31141 ) '191 (+) '1313 630391 (060 X100 63143X1 (101) *1011 63630 114009 9000 633366 x00)1 311093 (-) "194 (6)1,3 S3010 (00) 94016. 6393111 (IM) H1O9 634361 11)0133 9000 9303N1 9.001 311664 �3�3 T,1i �\TT /f Nol l lnYl Qoo\1� LN 79 Nul 53900 7YNINON •ura 9331 SAM 19911409 60089 NW 9110 7014114014 601496 MY'SWIG 1YNINON 101 - AaI3VIYJ 0007 somas 0000 AS1 - 1.1139/93 9901 N01770N 8000 60560 - 1.0/39/93 arm NOITIM 0000 aSd - Aa 39193 0007 60017790 0000 rn 0 m �u rn r Do C � W J uN Z 0 < C z --1 y c A Ri- co (1) r Z A m n 0 z z J • • ••• • • • ••• . • • • • • • • • • • • • • • •• •• •• • • • • • • •• •••• •• • •• • • •• •• • • • • • • • ••. • • • • ••• S38n13nals 1V131Y 7 • •• • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 w • • • x • • Na w •• • • • • • •i• 3NIOVd5 803 'A313 335 Sa0HONV IYJIdAI. ON13tldS 803 0313 33S S80H3NV T131dAl ONI3VdS 804 0313 335 S80H3NV183IdA1 • 3N138dS 803 'A313 33S S80HONV IYJIdAi SN3n9 000M 081 ONI3tldS 804 5801180313 33S S80H3NV 1V31dU1 D 1 UNSEJAMBCURED REINFORCING AS REOD. SEE SHEETS 3 & 4 FOR CAPACITY D\ UNSECURED JAMB 1/4" OR 3/8 SHIM SEE CHART BELOW D SECJAMBURED 1/4" OR 3/8 SHIM SEE CHART BELOW 1BY WOOD BUCK EXTERIOR D.L. OPG. D.L. OPG MIN & MAX. CAP SEE CHART BELOW 1BY_ WOOD BUCK SILICONE -DOW CORN NG 790 DEPTH = 3/8" MIN. I DUNSECURED / JAMB REINFORCING AS REOD. SEE SHEETS 3 & 4 FOR CAPACITY FRAME WIDTH 1/4-20 X 2-1/4" HH BOLT W/ NUT & WASHER'-',,-, UNSECURED AT 9" FROM ENDS �D) JAMB AND 25-1/2" 0.C. REOD. AT 'M3' & 'M4' ONLY MIN & MAX. GAP SEE CHART BELOW 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LTYPICAL ANCHORS SEE ELEV. FOR SPACING z P. G Q 8. OWCe m • a V o asv^ 8 Qaao4 ceg• §EiN um •16.1 1/4" OR 3/8" SHIM SEE CHART BELOW D / SECURED ALTERNATE METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L OPG. MIN & MAX. GAP SEE CIHART BELOW SILICONE DOW CORNING 790 DEPTH = 3/8" MIN. MAX FRAME HEIGHT GAP MIN. MAX. 84" 1/4" 1- 96" 5/16" 120" 3/8" 144" 1/2" 1" ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. EXTERIOR FRAME WIDTH UNSECURED JAMBS FREE STANDING D.L. OPG. UNSECURED JAMB MIN & MAX. GAP SEE CHART BELOW //• • • •• ,•� • 3,e" X03/I" • BOD �REARE •T• ••• • • •• JAMB ANCHORS DESIGN LOAD CAPACITY - PSF 3/8" MAX. SHIM 1/4" MAX. SHIM TYPE TYPE TYPE TYPE TYPE TYPE WIDTH (W) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) 30" 131.0 131.0 131.0 131.0 131.0 131.0 36" 111.0 131.0 131.0 131.0 131.0 131.0 42" 95.2 131.0 127.7 131.0 131.0 131.0 48" 83.3 131.0 111.8 131.0 131.0 131.0 54" 74.0 131.0 99.4 131.0 131.0 131.0 60" 66.6 125.3 89.4 122.9 131.0 131.0 66" 60.6 113.9 81.3 111.7 121.3 131.0 72" 55.5 104.4 74.5 102.4 111.2 131.0 SECURED JAMBS (REINFORCING NOT REQUIRED) SILICONE DOW CORNING 790 • • • • • • • • •/ • • •• • /• • • •• • UPTO 1/4" MAX, • FREE STANDING JAME, • • FOR JOINTS GAP LESS THAN 11/4" USE BOND BREAKER TAPE SEE DETAIL ABOVE GAP ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1111111171///// 0 v C) ci Z p J 1/1 m W tJ Z U) UJ p QC - Z r7 -J L• .L. g Zn Z 8-1 winM - 0 • • • • FL #19002 drawing no. l W15-74 sheet 9 0, 12) 12.30 PM` 0 O ,r> F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT TRANSOM 1 f .1,.,,, II 1 1 II II �, I I 1/4-20 X 2-1/4" HH BOLT W/ NUT & WASHER AT 9" FROM ENDS AND 25-1/2 O.C. ©00 21 MIM2 �II I.r F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR Fn Fl-, (F SEE SEPARATE APPROVAL FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS APPROVAL OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. F.B.C. APPROVED LARGE MISSILE IMPlTT RESISTANT TRANSOM 1/4-20 X 2-1/4" HH BOLT W/ NUT & WASHER AT 9" FROM ENDS AND 25-1/2" 0.C. 1 F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR •) '‘ • • • • • • • • ii • • • • • • • • • •• ••• •• • • • •• • • J ,n 0" I! F JI IMI J i • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • ••• • •• • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • COMP-ANL\W15-74E S ENV -450 ALUM WINDOW WALL U p V Lj Z p nJ U) 0] IJIz VI L.J W R ,Q 4. _ 0 NM N J • U N 5o a Wfn - o. v • 4.500 OHEAD/SILL/JAMB/INTERMEDIATE 125 4.500 .187 .090 2.750 1 1.750 (6I HEAD/SILL/JAMB/INTERMEDIATE 3 I FIN SNAP .586 0 FIN SNAP .586 C4; FLAT SNAP 2.592 2.356 1.127\ .055 .998 1_2.139 UGLASS STOP EXTENDED GLASS STOP ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ENV -451 AS READ. HEAD/SILL/JAMB & INTERMEDIATE 6063-T6 ENVIRALUM 2 ENV -452 AS READ. AS READ. GLASS STOP EXTENDED GLASS STOP (OPTION TO ENV -452) 6063-T6 6063-16 ENVIRALUM 24 ENV -458 ENVIRALUM 3 4 ENV -453 ENV -454 A5 REQ 1/ FREE STANDING JAMB FIN SNAP - _ FLAT SNAP FULL LENGTH OF VERTICAL 6063-76 6063-T6 ENVIRALUM ENVIRALUM 44 ENV -454-3 1/ INSTALL SCREW FLAT SNAP, 3" LONG 6063-T6 ENVIRALUM 4E1 ENV -454-7 1/ CORNER FLAT SNAP. 7" LONG 6063-T6 ENVIRALUM 5 ENV -455 AS READ. ALUMINUM REINFORCEMENT 6063-16 ENVIRALUM 6 ENV -4517 AS REOD. HEAD/SILL/JAMB & INTERMEDIATE (THERMAL) 6063-16 ENVIRALUM 7 ENV -453T AS READ. FIN SNAP (THERMAL) 6063-T6 ENVIRALUM 6 ENV-ST1 AS REQD. 3/16" X 3-1/2' BAR STEEL ENVIRALUM 9 ENV -552 AS READ. 1" X 4-1/8" X 1" X 3/16" THK. CHANNEL STEEL ENVIRALUM ENVIRALUM 10 ENV-ST3 AS REDD. 3/4' X 3-5/8" X 3/4" X 3/16' THK. CHANNEL STEEL 11 ENV -G01 AS REOD. INTERIOR GASKET EPDM GLAZING RUBBER PRODUCTS 12 ENV -G03 AS REGD. SPACER GASKET EPDM EPDM GLAZING RUBBER PRODUCTS FRANK LOWE RUBBER 13 ENV -5801 1/ QUARTER POINT 3/8" X 1/2" X 2" SETTING BLOCKS, DUROMETER 70±5 14 ENV -5802 1/ QUARTER POINT 3/8" X 1-1/4" X 2" SETTING BLOCKS, DUROMETER 70±5 EPOM FRANK LOWE RUBBER 15 DOW 791 AS READ. GLAZING COMPOUND SILICONE SILICONE DOW CORNING 16 GE SCS2000 AS REOD. GLAZING COMPOUND GE MOMENTIVE 17 #12 X 1-1/2 4/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL HWH SMS 18 ENV -355 A5 REQD. DOOR MULLION 6063-16 - SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. Lj-1.511-1 .303 .187 �1 e- - 1.000 jam- 7.750 �1 .187 • 4.500 • . • • • • • . • •• .187 .125 II .585im _ 4.171 3.500 , i 187 4.125 t F187 3.625 O STEEL CHANNEL REINF. \� s 1 ALUM REINF. U STEEL BAR REINF. • • •• ••• •• (1e DOOR MULLION • • •• • • • • • • • • • ••• • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • ••• • ••• • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U = w fft a a 0 0 Z OZ 4W N f a'o 0 Ow C O O8 0 81 cea < Q .4 O 6.- aw3o. " LTi f 10 4 W'IF U ci z -J -J V)03 w w E U1 W < NMTr nM N _ Z Z O Q d W Ind -J FAX. (305) 406-3077 drawing no. W15-74) sheet 11 of 121 • 0 0 INTERMEDIATE CORNERS • • •, • TOP/BOTTOM CORNERS • • • •• • • • • • • • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • ••• • •• • •• • DOOR MULLION BOTTOM CORNER ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • 1 � o drawing no. W15-74 sheet 12 of 12;