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WS-19-2352Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit ND.: WS -10-19-2352 VJ�( Permit Type: Windows/Shutters PG If fN work Classification: Door Replacement Permit Status: Approved Issue Date: 10/22/2019 I Expiration: 04/20/2020 Parcel Number 384 NE 94 ST, Miami Shores, FL 1132060136140 Contacts Inspection Requests: Description: NEW EXTERIOR DOOR Valuation: $ 500.00 305-762-4949 Total Sq Feet: 500.00 Fees PENN DAVIS Owner HOME OWNER Contractor HOME OWNER $50.00 CCF $0.60 Inspection Requests: Description: NEW EXTERIOR DOOR Valuation: $ 500.00 305-762-4949 Total Sq Feet: 500.00 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Notary Fee $5.00 Scanning Fee $3.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $125.55 Building Department Copy Payments Date Paid Amt Paid Total Fees $125.55 Credit Card 10/22/2019 $125.55 Amount Due: $0.00 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 AKTDA T: Ic_ ertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating/onstr ion and zoniN. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date October 22, 2019 Page 2 of 2 t BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department OCT oZ� zoos 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBCQ2�01� � Master Permit No. FC C� - 1 ofi�UUy " Sub Permit No.WS ") D -1 q" 2352. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �G[,I CONTRACTOR DRAWINGS JOB ADDRESS: Zk y �yy / G City: Miami Shores / County: Miami Dade Zip: 1 � Folio/Parcel#:y 3a�/ o �" / Is the Building Historically Designated: Yes NO /q Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): P"-r'�/ a yl Phone#: 30� �� /3v Z Address: -15F I city: ff/lcfwl JV Tenant/Lessee Name: Email: f-" ✓l State: CONTRACTOR: Company Name: - Address: City: State: Phone#: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 150�' O 7"' Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 06o e.4-(( tr l _ aa1 Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF DBPR $ CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ JZS - SJ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip r 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 ` day of V 20 19 by P6 -N-..% r7--A,,J I S who i rsona y to me or who has produced as The foregoing instrument was acknowledged before me this day of , 20 , by me or who has produced , who is personally known to identification and who did take an oath. identification and who did take an oath. as NOTARY PUBLIC:1111111i111/.� '01 NOTARY PUBLIC: ���� 1)�r • P o'8 �9L •.6� Sign: • �mv!°aNU1 i • 0 s Sign: Print: =ac',, E= Print: Seal: 0,> ggo�� o� • a Seal: ��i :�h'QISS1�;�•� APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review Zoning Clerk aWNIER BUILDER DISCLOSURE STATEMENT NAME: DATE: I ADDRESS: /V Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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; I 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 sale 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. 1 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. R, Initial II 3. 1 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 an rracts. Initial 4. 1 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 leahich violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial—EQ-_ 6. 1 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 y unty or municipal ordinance. Initial 7. 1 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. 1, 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 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 FJ 9. 1 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. 1 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.mvfloridalicense.com/dbpr/r)ro/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 12. i agree to notify Miami Shores Viiiage 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 By day of OC7 20 i I who was �sonallyknown0 m Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ac owledgement: ualifier/Owner Signature Date Print Name r Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: — Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. F Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 a/%?019 Florida Building Code Online r _ -,y -rte iyZ� OCT 0'7 1019 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ( Pub atio Contact Us I BCIS Site Map Links ' Search TVpr 10' j-, �. ' Product Approval - USER: Public User Product Agoroval Menu > Product or ARolication Search > eoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL21855-R1 Revision 2017 Approved 91 Assura Windows & Doors 1543 N. Powerline Road Pompano Beach, FL 33069 (305)887-2646 Ext 155 gberos@assurawindows.com Gerardo Beros gberos@assurawindows.com Exterior Doors Swinging Exterior Door Assemblies • s • • • 0 • • • • • • sees•• sees sees 90.00• • • •• • sees•• • • • sees•• •so•e• •.... • • sees• 0900•• •. •0900• ••sees • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Q Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]avad Ahmad Evaluation Report Florida License PE -70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By ]esus Gonzalez, P.E. 0 Validation Checklist - Hardcopy Received Certificate of IndependenceFL21855 RI COI - - pdf - 23 s_2� Referenced Standard and Year (of Standard) Standard Year TAS 201 -- -- 1994-- TAS 994 TAS 202 — _ 1994 " TAS 203 r ._ �\ 1994 Equivalence of Product Standardsn� Certified By - --- - -- PT Sections from the Code — - /- https:IANww.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQwtDqufj9QzTt6YQjHmPoNY9FDEkOAOjchxsxcyczV2eeR69g%3d%3d 1/3 01 4ATO 19 C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r —I Florida Building Code Online Method 1 Option D 12/15/2017 12/17/2017 12/19/2017 02/13/2018 FL # Model, Number or Name Description 21855.1 Series "1800" Aluminum Outswing Large missile impact resistant aluminum outswing French door French Door w/wo Sidelite w/wo sidelite. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21855 R1 II SS -Series 1800 Alum OS French Door -2017 DWG W15-58.pd Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +65/-65 Created by Independent Third Party: Yes Other: See attached drawing W15-58 for span vs load Evaluation Reports combinations and installation Instructions. FL21855 R1 AE SS -Series 1800 Alum Outswing French Door (JAN )-PAE 2017.odf Created by Independent Third Party: Yes 21855.2 Series "La Francais" Aluminum Non -impact resistant aluminum outswing Firench door w/wo Outswing French Door w/wo Sidelite sidelite. • • • • • • • • ••: Limits of Use Installation Instructions ' • • • • •' Approved for use in HVHZ: Yes FL21855 R1 II SS -La Frarleai!pFnench Do(irl) -'2017 DW • Approved for use outside HVHZ: Yes W15-70.pdf ' •• Impact Resistant: No Verified By: Javad Ahmad Pf, # 70592 • Design Pressure: +70/-100.9 • Created by Independent T. ra $arty: Yes •' • • • • • Other: See attached drawing W15-70 for span vs load Evaluation Reports *000 •••• • • • • combinations and installation Instructions. FL21855 R1 AE SS -La FMplailgoGrench Door (NL)-PAE • ••••• • Created by Independent jlur�Party: Yes • ' • • • 21855.3 Series 230 Aluminum Outswing Door Non -impact resistant aluminum outswing4pr,"h sidelRes!•• w/ Sidelites ; •'• • • Limits of Use Installation Instructions : • • • • ' Approved for use in HVHZ: Yes FL21855 R1 II SS -230 Outswing Door l 2017 DWG W15 - Approved for use outside HVHZ: Yes 3Udf Impact Resistant: No Verified By: Javad Ahmad PE # 70592 Design Pressure: +60/-69.7 Created by Independent Third Party: Yes Other: See attached drawing W15-33 for span vs load Evaluation Reports combinations and installation instructions. FL21855 RI AE SS -230 Outswing Door (Nj)-PAE 2017.E Created by Independent Third Party: Yes 21855.4 Series 230 Aluminum Outswing Door Large missile impact resistant aluminum outswing door with w/ Sidelites sidelites. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21855 R1 II SS -230 Outswino Door (LMDz2017 DWG Approved for use outside HVHZ: Yes W15-32.pd Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See attached drawing W15-32 for installation Evaluation Reports instructions. FL21855 R1 AE SS -230 Outswing Door (Lffi)-PAE 2017.odf Created by Independent Third Party: Yes 21855.5 Series 249 Aluminum Outswing Door arge missile impact resistant aluminum outswing door with w/ Sidelites idelites. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21855 R1 II SS -249 French Door (LMj)-_2017 DWG W15 - Approved for use outside HVHZ: Yes 3D-pjf Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +100/-141 Created by Independent Third Party: Yes Other: See attached drawing W15-30 for span vs load Evaluation Reports combinations and installation instructions. FL21855 R1 AE SS -249 French Door (LMI)-EAE 2017.odf Created by Independent Third Party: Yes Back Next 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.:: Priv Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqug9QzTt6YQjHmPoNY9FDEkOAOjchxsxcyczV2eeR69g%3d°/a3d 2/3 AL-FAROOQ CORPORATION u-mk-- -N s CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 21855 Date:12/05/2017 Detailed Product Description: Manufacturer: ASSURA WINDOWS & DOORS, LLC. Manufacturer Address: 1543 N POWERLINE ROAD. POMPANO BEACH, FL 33069 Model Name: SERIES 249 ALUMINUM OUTSWING DOOR W/ SIDELITES Maximum Frame Width: 42" (X) / 80" (XX) Maximum Frame Height: 109" ' Maximum Load:+100 PSF,-141 PSF (Large Missile Impact) ••••�• '....' Installation Drawings # W15-30"•" • This product complies with the High Velocitv Hurricane Zone (HVHZ) testing Teduiremepts%.' ... The above maximum parameters do not occur simultaneously.•.'• •*•- See charts on installation drawings for combinations of span v9..load. • 040 Comparative analysis used X Yes No ' ,...,• Mandatory Tests 0004 (Tested in accordance with AAMA 101/I.S.2/NA %VA! -202). be TEST- DESCRIPTION TEST LOCATION TEST REPORT_ TEST. REPORT # • • i .DATE ASTM E283 Air Infiltration Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson, P.E. Leakage Laboratory ASTM E331 Water Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson, P.E. OR ASTM 547 Penetration Laboratory & TAS 202 ASTM E330 Uniform Static Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson, P.E. & TAS 202 Air Press. Laboratory AAMA 1304 Forced Entry Fenestration Testing 1/03/2011 FTL-6168 Marlin Brinson, P.E. Laboratory Supplemental Tests (Tested in accordance with TAS -201 and TAS-203) =TEST DESCRIPTION, TEST LOCATION TEST REPORT TEST Test . , "'DATE—, REPORT �: �..:�a,�eale8 ... FBC 1626.2 Large Missile Fenestration 1/03/2011 FTL-6168 Marlin Brinson, P.E. (TAS 201 & 203) Impact & Testing Laboratory Cyclic Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer:, 7 Javad Ahmad PE # 70592"b AI-Farooq Corporation EB # 3538;o"x *�Sealed: 12/14/2017 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcena.com I alfarooq@afceng.com GLASS D.L.O. DIMS, D.L.O. HEIGHT (DOOR & SIDELITE) - FRAME HEIGHT - 14.875' D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20')/2 LOCK OPTIONS SEE SHEET 5 DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -249 ALUMINUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUIL ING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ . IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS 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 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 41-7/8" _ _ _ • FRAME WIDTH • • • •5'•AAX. HEAD/SILL A I v. . ;;. M • 11• • • \11 4 I I u\ H \\ --H--1_ i �✓ 1 it I 1 u II ' I u II --u---1 II II / I II / 1 I _ _ II B II ty/ SLACE APAJED 114st MSIRINS MAY BE USED I.• • • • �• HINGOP110NS �•JEJ 'SHEET 5 -\J rc D.L. OPG. o U 38 s/a' LEAF WIDTH i HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3O.C. 80' TYP. o � m \LOCK OPTIONS \SEE SHEET 5 \ B \ INACTIVE L 30' TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR DOOR OPTIONS ACTIVE 29 7/8' D.L. CPG. 38 5/8 EAF WIDTH 38 5/8' LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR FL #21855 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �` ,P�• V10EN3F'•., ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF 7D6♦I2 ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED i®•'• aT ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. �'. •' i•� D THIS P.E.D. SHAUL BEAR THE DATE AND ORIGINAL R SIGNATURE OF THE PROFESSIONAL ENGINEER OFRECORD C RDTHAPREPARED Il1111111 N\ Sealed: 12/14/2017 Z M� 0 F y f F � �a S 0 Clo�ia 0&a<8 0Is�.9 0 �W� iS u drawing no. W15-30 6' MAX. 41 L MUM . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ANCHORS AT MULLION HEAD/SILL ANCHORS AT 4'. 7* & 10' FROM END OF • AT STILE RIDS • • • FRAN9 AT DOOR AND SIDELTTES FRAME WIDTH • • �6) AT Z' OC. • TYV. A& HEAD/SILL 1 1/4- MAX • »1/•' MAX • • • T• •�• wn u.v • _•�•�j"• • 41/5/e• • • J • 1 • u I n u u u • . '4 11� G u II SEE SHEEji 5 II n II 30' D.L. OPG. 38 1/8- L MUM . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ANCHORS AT MULLION HEAD/SILL ANCHORS AT 4'. 7* & 10' FROM END OF • AT STILE RIDS • • • FRAN9 AT DOOR AND SIDELTTES FRAME WIDTH • • �6) AT Z' OC. • TYV. A& HEAD/SILL 1 1/4- MAX • »1/•' MAX • • • T• •�• wn u.v • _•�•�j"• • 41/5/e• • • SURFACE APPLIED FALSE MUNTINS • • • • • .*•/l • MAY BE USED II II • 1 • u I n u u u • . '4 11� HINGE OPTIOAS u II SEE SHEEji 5 II n II ti 11 II 11 II u / E 4 l i / I ----H---"- D.L. OPG. 38 1/8' I I I II \LOCK OPTIONS I 11 \SEE SHEET 5—\\\ II \ I ti I 11 INACTIVE ACTIVE 30' 29 7/8' ` D.L. OPG. D.L. OPG. 38 5/8" LEAF WIDTH 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELITES SIDELITE OPTION SURFACE APPLIED FALSE MUNTINS • • • • • .*•/l • MAY BE USED Ltnr WIUIM �:''•VGEN � ': � i o I i No. 70592 8 �•'•,• drawing no. ,5; • oR1°"•.' ?� W15-30 FL #21855 ���,��WAL1E��`� sheet 2 of16 Sealed: 12/14/2017 II II u I n u u u u n 11� r u II II n II ti 11 II 11 II u II n n n i - 30' D.L. OPG. 38 1/8' Ltnr WIUIM �:''•VGEN � ': � i o I i No. 70592 8 �•'•,• drawing no. ,5; • oR1°"•.' ?� W15-30 FL #21855 ���,��WAL1E��`� sheet 2 of16 Sealed: 12/14/2017 . . ... . . . ... . . . . . . . . . . . . ... . . . . .. . ANCHORS AT MULLION 3 HEAD/SILL ANCHORS AT 4', 7' h 10" FROM END OF • AT STILEENpS • • • FRAME•4T DOOR AND SIDELRES I • • • AT 3 • C• • • TYP.•AT MEAD/SILL 'n FRAME WIDTH • • • • • • • • • • Z o J Qf xn a d S f SURFACE APPLIED Q LSV v FALSE MUNTINS ry MAY BE USED Ir u 0 �h� vo M o�� 0 IL a 0 4 b uj n Q W,I� LLz•- aWm� O u� J J C rn �S tp 0 N lL 3 b C 3 • I Sam o m c p N E 0 o rn 1z < 7U G O U LEAF WIDTH b d TYPICAL ELEVATION c d ( OXXO WITH DIRECT SET SIDELITES ° c ` `1111111111 /T/j', ' O JP® qH4y b o SIDELITE OPTION �� 9 .. 1 GENsi,-. �� a ; g 8 - No.70592 �, S O drawing no. %S •. oR1or.•�°���v.�� W15-30 FL #21855 ���rSi���AL1�11' `\ sheet 3 of 16 46 5/16" 90• MAX. s • • • • • XX DOOR FRAME WI � • • • • • • 6' MAX. 3' HEAD/SIL(231 Lf Ll L TYP. 15" MAX. CORNERS HEAD/SILL II HINGE OPTIONS ' \ II II SEE SHEEY5 II i �r o � LOCK OPTIONS - \SEE SHEET 5 II h INACTNE 41 5/8' 30' - 29 7/8' _ ---- D.l. OPG. D.L. OPG. D.L. OPG. 46 3/8' 38 5/8' SIDELITE WIDTH LEAF WIDTH 38 5/8 - LEAF . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... . ••• • ... •• • • • • • •• • • -Owl* w .••. 28• . . .., .. D.L. OPG. (FIXED) ,0 ,/2" 5- MAX. .. • • • • • • • • RN • ....•... � 0 N O m I� d • z SILL K 'U 26 5/8 - OPG. (VENT) 28 7/8- rc z NOTE: o SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 —80 PSF TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH SINGLE HUNG WDW. INSERT S.H. WINDOW INSERT OPTION . EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD FL #21855 p ..All • No. 70602 Sealed: 12/14/2017 nl o k i k � drowing no. W15-30 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . W • • • / ACTIVE ( X ) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF GLASS TYPES GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A' OR 'Al' 'B' OR 'BI' EXT .(+) INT.(-) 42 109 80.0 80HI 00.0 141.0 WffH HIG TH FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 56.0 PSF LOCKS STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39-1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT OOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2' FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) /12-28 X 2-1/4' OH MS METALLIC STRIKE PLATE AT 40' FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2' FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2' FROM BOTTOM FASTENED WITH (2) g8-32 X 1/2' FH MS (FLUSH BOLTS AT TDP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: DOUBLE LEAF (XX) DOORS WITHOUT SHIELITES DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A', 'Al'. 'B' OR 'Bl INCHES INCHES EXT.(+) I INT.(-) BO 109 60.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF 7-5/8' LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPT10N k2 3-1/4' LONG ALUM PIVOT HINGES, AT 12' FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH ((2) 1/4-20 X 1-1/2' MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2' MS SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. FRAM,_ E WIDiH W ACTIVE SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF GLASS TYPES ® DOOR FRAME WIDTH FRAME HEIGHT A', 'Al'. B' OR 'Bl' INCHES INCHES EXT.(,) INT.(-) 42 109 65.0 80.0 GLASS TYPE 'F' 0 S.H. RDW EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #21855 4"u Z O y 00 IL v 1'"" c OdN� Q, WzLL O a� LLz� t°$w Q6of No. 70582 § a a O drawing no. r�•......°":`..�� W15-30 Sealed: 12/14/2017 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSR ... . PANEL/DIRECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDEUTTE WIDTH 'A', Al'. '8' OR '81' EXT. (+) INT. (-) INCHES INCHES INCHES . 41 7/8 (X) . . . B1 so (n) 48 80.0 69.7 41 7/8 (X) 85 eo (xx) 48 80.0 69.7 . 417/8 ... . . . 91 X) 48 80.0 69.7 41 97 0 (XX) 42 80.0 79.6 41 7/8 (X) 103 8o (XX) 42 80.0 79.6 41so 7/8BXX,X) 109 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. �mu DIRECT SET SIDELITE WIDTH 111• WIDTH PANEL SIDELITE I 111• 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • MOTE: • *'!ARE • • • • • • • GWASS CAPACITIES ON TH16•SHEFT ARE • • B ED T f 130t-09' (3 S GUSTS) A FLOJID� B ALDING CONISSIO � • • • D CLARATORY STATEMENT i)c405•0EC-219 •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• rom m I pffs:PANEL SIDEUTE WIDTHC DOOR W. SIDELITE W. SIDED DOOR W. (DID() no SIDELIT W. I I W � STATIONARY ( 0 ) Ginn rrc ur O p W Z m• q �gWCp�� C�iHT4 ci C yj er1 0 plc<e`i m Io ZR = U d J J OID a ID s pi 0 K) M x � q0� c m I OCL v C O V 1 Sam m 0 Y OZ C o a p Ei /A m 4 N � COL ( oxx0 M O O C `115111111////' t \ h N0.70692 -_ o y A,. ST • . � drawing no. "11,11116 i FL #218 5 5 ///1111111111 sheet 6 of 1 6 Sealed: 12/14/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 090" Intedoyer 3/16' HEAT STREN'D GLASS • • • 3/16" 91EAr STRENb GLt • • • • • 090' Interlayer Sotlex Clear And Color Claes By 'Eoatmon Chemical CO.' • • • .090' Interlayer • • 090" Interlayer SentryClas By 'Kuroroy . . • • • . . . . ... /8" HEAT STREN'D GLASS .090" Interlayer SeniryGlas By 'Kuroroy America, Inc.' 1/8' HEAT STREN'D GLASS 1 SILICONE f -CE RGS7701 GE 1200 GLASS TYPE 'A' LASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'B1' GLASS TYPE 'F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) GLAZING OPTIONS GLASS TYPES GLASS TYPES A' OR 'B' (ABOVE) Ate OR 'B1' (ABOVE) SILICONE SILICONE GE RGS7701 GE RGS7701 GE 1200 GE 1200 z z 35 H39 WIDE1/4 R THAN TS ON UTES H }g qT 1/4 POINTS ALL SIZES GLAZING DETAILS AT SIDELITE I n F WZ Z Z o. �g 0 R 0t2�it OGm OFoO� qO {LZO- W 01 f U N 0 O rn 's 0,0— an �x Ny�4 c � Og=.fDr 25 r C_ ;Oy j 3 dam m 0 m OZC G I v�iaE� 1a tO = Q2 140.70582 OF drawing a no. FL #21855 ''y'S�OI(NAL1E�`�� (sheet 7 of16 Sealed: 12/14/2017 3/16' HEAT STREN'D GLASS 16' HEAT STREN'D GLASS • • • • • • • • 1/4' NR SPACE 3/16' HEAT STREN'D GLASS • • 1/4' AIR SPACE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3/16' HEAT STREN'D GLASS 090" Intedoyer 3/16' HEAT STREN'D GLASS • • • 3/16" 91EAr STRENb GLt • • • • • 090' Interlayer Sotlex Clear And Color Claes By 'Eoatmon Chemical CO.' • • • .090' Interlayer • • 090" Interlayer SentryClas By 'Kuroroy So tax Clear And Color Clogs SentryGlaa America, Inc.' 3/16' HEAT STREN'D GLASS By 'Eastman Chemical Co.' By 'Kuroroy Americo, Inc.' 3/16' HEAT STREN'D GLASS SILICONE 3/16' HEAT STREN'D CLASS • • • • • }/1!'�HEAT S}t�l'D GLASS SILICONE CE RGS7701 • SILICONE • • • • • • • GE RGS7701 GE 1200 GE RC57701 • • • • • 1" DME • • GE 6257701 • GE 1200 GE 1200 • • • • • • • CE 6200 • C t F F z m s• • • • • ••e� •• m Z_ m n 37 p p ALUMINUM g ALUMINUM SPACER SPACER p W W r6 SMS /6 SMS W AT 4-1/2' FROM ENDS AT 4-1/2' FROM ENDS AND 10-1/2' O.C. AND 10-1/2' O.C. 39 AT 1/4 POINTS ALL SIZES 39 AT 1/4 POINTS ALL SIZES /8" HEAT STREN'D GLASS .090" Interlayer SeniryGlas By 'Kuroroy America, Inc.' 1/8' HEAT STREN'D GLASS 1 SILICONE f -CE RGS7701 GE 1200 GLASS TYPE 'A' LASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'B1' GLASS TYPE 'F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) GLAZING OPTIONS GLASS TYPES GLASS TYPES A' OR 'B' (ABOVE) Ate OR 'B1' (ABOVE) SILICONE SILICONE GE RGS7701 GE RGS7701 GE 1200 GE 1200 z z 35 H39 WIDE1/4 R THAN TS ON UTES H }g qT 1/4 POINTS ALL SIZES GLAZING DETAILS AT SIDELITE I n F WZ Z Z o. �g 0 R 0t2�it OGm OFoO� qO {LZO- W 01 f U N 0 O rn 's 0,0— an �x Ny�4 c � Og=.fDr 25 r C_ ;Oy j 3 dam m 0 m OZC G I v�iaE� 1a tO = Q2 140.70582 OF drawing a no. FL #21855 ''y'S�OI(NAL1E�`�� (sheet 7 of16 Sealed: 12/14/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS SEE ELEVATIONS 1BY WOOD BUCK EDGE DI5T FOR SPACING EDGE DISI. (SEF•NOTE•SjjF�T 1) • • BY BUCK ALTERNATE<". y! • .• . - • •. - • -• • • • ANCHOR- LOCATN)N • • V_. �. • • • GEDGE UCTURE s 1 ,•' • (SEE NO HEET 41JT .. � • • • • • II • :.. I I 26 � Z a Q O• i6 �^ t • • • uai •• I I 'QP1C�L ypCI RS • • . . • . • TYPICAL ANCHORS 16 SEE ELEVATI0t7S SEE ELEVATIONS 6 ' FOR SPACING FOR SPACING METAL 1/Y MIN. EN DGE `STRUCIU DIST. / 9 OR 6 1/2" MIN. 29 OR FLUSH BOLT 1g PENETRATION 16 16 28 2 7 i i 2 3 ITE 74DIST. ALWEE rn 0 1/2" FROM c o " ° c v b0SILLENDS TYPICAL ANCHORS aTYPICAL ANC!EDGE DIST SEE ELEVATIONS L EDGE SEE ELEVATIC FOR SPACINGFOR SPACING HIGH THRESHOLD STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE APPR•0 FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF UMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE FLU 1 N 1) Z q 3 r 2 Y Ogg` aIL \' OGPn� WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WINDOWS O 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a g AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 q o RE .w a N N e � o a ' TYPICAL ANCHORS EDGE DIST SEE ELEVATIONS FOR SPACING LOW THRESHOLD NOT APPR'D FOR WATER RESISTANCE TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) 1/4" DLk TEKS OR SEI -F DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. OPERATING UNITS ``\\11111111/ITY'/'' 'P. 'a Net N0. 70592 .� FL #21855 Sealed: 12/14/2017 OC W LL C Z M JC7��_ y�W� Q W m f F 8 n drawing no. W15-30 3/8' MAX O SHIM METAL STRUCTURE TYPICAL ANCHORS FOR SPACE NG-\ TYPICAL FOF LOCK OPTIONS T 5 O 3/8' MAX. SHIM 'BY WOOD BUCK TYPICAL ANCHORS '�•, i' SEE ELEV. FOR SPACING �v 2 ALTERNATE A� 10Fi LOCATION �Y I N 3A Z ILH i R a WNW G Oi ° � oaRo;� ALT. FRAME JAMB IL i (pp+NJ - y�� Q W W F O J J J N 3/8' MAX. O O g3 Deo 1 13i S on M Ny�LL c • 0=t Sam is o m 0 ozcn 0 Ha E" Via° S OPERATING UNITS - 0 N0.70592 & _ - i O'' 87 drawingo no. FL #21855 �iS��NALI% sheet g ot16 Sealed: 1211412017 •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • O 3/8' MAX. SHIM 'BY WOOD BUCK TYPICAL ANCHORS '�•, i' SEE ELEV. FOR SPACING �v 2 ALTERNATE A� 10Fi LOCATION �Y I N 3A Z ILH i R a WNW G Oi ° � oaRo;� ALT. FRAME JAMB IL i (pp+NJ - y�� Q W W F O J J J N 3/8' MAX. O O g3 Deo 1 13i S on M Ny�LL c • 0=t Sam is o m 0 ozcn 0 Ha E" Via° S OPERATING UNITS - 0 N0.70592 & _ - i O'' 87 drawingo no. FL #21855 �iS��NALI% sheet g ot16 Sealed: 1211412017 •• • • • • • •• • • • • • • • • • • • • • • • ACTIVP LEAF • • • • • • • • • EXTERIOR D.L. OPG. O 3/8' MAX. SHIM 'BY WOOD BUCK TYPICAL ANCHORS '�•, i' SEE ELEV. FOR SPACING �v 2 ALTERNATE A� 10Fi LOCATION �Y I N 3A Z ILH i R a WNW G Oi ° � oaRo;� ALT. FRAME JAMB IL i (pp+NJ - y�� Q W W F O J J J N 3/8' MAX. O O g3 Deo 1 13i S on M Ny�LL c • 0=t Sam is o m 0 ozcn 0 Ha E" Via° S OPERATING UNITS - 0 N0.70592 & _ - i O'' 87 drawingo no. FL #21855 �iS��NALI% sheet g ot16 Sealed: 1211412017 . . ... . . . ... TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE EDGE DIST. FOR SPACING ANCHOR LOCATION • ALTERNATE • • ••• • • PANEL SIDELITE INSTALLATION DETAILS • • • • •• • e ANCHOR.•LOCATION • • • • • • • • • • e It! • • • • •3 • •• Z qn 3 I . • • • • • Q � q Z If I F 25 2 { v 7 •• • • • �1I' • • • • • • X02 ALT, FRAME JAMB Q yyCL c o 6 X0:20 x'10 X 1" PH SMS = y 3/8• MAX. AT 4" FROM ENDS O SHIM O /10 X 3/4' PH SMS AND 16' O.C. MAX. O 15 Q w 1 a AT 6' FROM ENDS 3 AND 24' O.C. MAX. 0 3 J J TYPICAL ANCHORS J SEE ELEV. FOR SPACING 16 O O rn -is 0,0 I Ind IN 4 31 .1 FIR An W y 0tE V b 25 16 w i a0 e' S EXTERIOR 5 j 3 d mo m w a LEAF WIDTH I_ LEAF WIDTH Y Z p n W i 7 1 n H SILICONE 01 V E a x BUR HINGES Do F W PANEL SIDELRE WIDTH 11 1/4 DOOR FRAME WIDTH t O O c o_ 6 6 OR OR 19 19 0 c QO. O 162616 PANEL SIDELITE UNITS 7 y 7 2 io `\\11111111 /I�� � = ALTERNATE No.705B2 $ WEEPS 3/8 2 a J�� 1/' FROM v . a� SILL ENDS TYPICAL ANCHORS EDGE DISI. TYPICAL ANCHORS drawing no. SEE ELEVATIONS SEE ELEVATIONS �P EDGE DIST. FOR SPACING FOR SPACING i ��'• �` ass•...... �G�. W15-30 PANEL SIDELITE UNIT (STD. THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESHOLD) FL #21855 Sealed: 12/14/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS • • • • • • • . . ... . . . . ... Sealed: 12114/2017 OU 3 TYPICAL ANCHORS • • • • • • • • DWWkCT • • SDR' SI➢ELITE INSTALLATION • • • • DETAILS 0 EDGE DIST. SEE ELEVATIONS FOR SPACING • • • . • • • • • • • ' ... . . • ... .. W Z �Op` a 0 26 � n • • • • • • • • • e ry Qr p U K rn w . ... . . . . .. . � g � _ . . • • • • . • . • •. • • • • . • 0'o V p Eit 35 25 00<a°pP K I � Qw� i 3/6' MAX.'— SHIM .' O O . 15 TYPICAL ANCHORS 3 O SEE ELEV.uu FOR SPACING J U i6 _ - rn O Mx �I N Y own o aI 35 27 o F 3 EXTERIOR 5 Sam W D.L. OPG. LEAF WIDTH rn � 0Z � o � SILICONE PHOT HINGES q0 0 O_ DIRECT SET SIDEUTE WIDTH DOOR FRAME.WIDTH t O /10 X 1' PH SMS AT 4' FROM ENDS i I AND 16' O.C. MAX. 0 o I 35 I 25 _ U Y I C Y 0 c O9 DIRECT SET SIDELITE UNITS 26 \ N 7711111111/ AN . • . • . o _ No. • ' EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS - drawing no. W 15-30 FOR SPACING •'•. A S........ "• `�� DIRECT SET SIDELITE UNITS sheet 17 of 76 11 FL #21855 AL Sealed: 12114/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... 4.000 060 1.750 4.000 .062 (� 4 V 1� 3:.112 1 2.375 L '093 • • • .626 • • • • • �• jiI - O8t ••• ••• • • • • 1.750 •• • • •• •I*.: • 0.375 • •• • IZ1.750 - --.330 2 p v O 0 1.843 FRAME HEAD 0 TM -099 8.250 •0900 • • • • • • • • . . •• • • •• ••• •• IN! G6AZWG BEAT • TW15" • -1.8431145 •• • • •• ••• •• • • • • • 3.465�� SIDELITE HEAD/SILL* • • • • • • • • • I O GW -30769 • • • • • • • • I . 950 •• • • • • ,713 1.465 �iO1 "�` � 0 8 0 �% p �H1 a & 61 LLp< Q y.0 e 0' 2.375 . . 1,2 .,:5 • ••• •• .062 11 .125 •.310 0.572 O 715 050 K Z 7 Q W n4 LL Z N = g ¢ CENTER HIING6E ,.7se ® j p 8 � W i' 4.000 1.988 t9 DOOR TM- 1 .262 -t I 2125 1 25 �' •.248 •.572 OU 37889-A OUTER HINGE Oe SIDEUTE GLAZING BEAD (INSUL. LAM. GLASS) O PHOT HINGE 1.500 4.000 1EEEITIII- 1.500 -•I .250 2.062 875 .125 { .125 Q N f BOTTOM RAIL - J 0 rn 0 I I I•�1.750--I O DOOR JAMB/SIDEUTE FRAME B45499 HINGE P1N 3681 .082 1.376 28 STD. SILL ADAPTER .500 1.000 - X798 •1g6 �. MID RAIL CORNER CHANNEL .655 LOW THRESHOLD �t.658 897DK6 .062 1.030 3 m a'o jd 0 M tr _. N 3 u C 0 o N 3 2 m .625 .062 1.750 1.750-{ 093 .625 .062 4.090-�•I L I -3.675-I .635 1.275 .250 I 1.829--I y p O Z c ` a N a E R 4.000 .09} HINGE CAP 1.865 tl1 0 - a DOOR HINGE STILE O TM -32995125 /10 X 1/2' F.H. SMS HIGH SILL ADAPTER 2s TM -193 36 INSUL GLASS PANEL ADAPTER 1$7L O 2 -) DOOR TOP/BOTTOM RAIL O6 TM -32994 II ° 2.000 o -1 a , I ° a 3.500 0 7.689 � I ° g L x 2.157 4.530 TM -194 930 L t.5s5 .625 ,1g7 .554 ' U � � .062 �-4-060 U 4.659 .093 �IIIF- �7 I 2.040 1.750 o � a 4.000 4.000 y II 'H' p-,.574 o0 I2.000 FRAME SILL (STD.) MULLION SILL COVER O BA5797 15 TM -121A 30 TM -180 075 tl 6-T ..000,625 4 ACTIVE LEAF LOCK STILE 2.726 V- I•^--2.625 I c d 0 0 Q TM -172 © BUTT HINGE F c° OWEATHER-STRIP ADAPTER GW -31826 .062 ```1 t-11^t11111//7j,' .999 4.000 -� = 1.988 .1Bg x.082 .938 pip. 70592 _ 4.659 093 .075 2.040 1.7150 j'3.790 I n i � n � S -y 7.287 I- L I 050 7I 300 1.SIg4 .300 .125 .715 _-L .625 I L �, � Browing no. F-- 7_1 ,.799 JS I--4.000 2.071 779 O 1.750 39 i�•' � %,,�5'•. or.••'G�:� W15-30 SIDELITE GLAZING BEAD (LAM. GLASS TM-157 INACTIVE LEAF LOCK STILE O TM -36048 REINFORCING BAR 31 TM -182 ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER 7�iis�ONAl- BA BA FL #21855 tett 11111, 17� sheet 12 of 16 Sealed: 12/14/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . •• • • • • • •• • • • • • • • •• • • • ••• • • • ••• • :010 , •' MID RAIL CORNER SINGLE DOOR W/ S.H. WOW. ... . • . ... .. .. . . . .. .. . . . . . .. . . . . ••• . . . ... . . . . ... ITITY DESCRIPTION 1 FRAME HEAD 1 • FRRAE SILL(SA.) • • • • • 1 • ;OWRW5 ---• H •� 2 • PRAM! ,IAMB • • • • • • AS R;Wp ALDOOR JAM4SIDELgE FRAME AS REDD. ALT. FRAME COVER 1 ACTIVE LEAF LOCK STILE V T •• • • • • • • • • • 0 � A 1 • • • • • • • • 4 EA P •• • • • • ••• •• 0 BUTf6HINIE • • • 000 • • 3/ LEAF PIVOT HINGE AS REDD. SIDELITE HEAD/SILL 21 :010 , •' MID RAIL CORNER SINGLE DOOR W/ S.H. WOW. ... . • . ... .. .. . . . .. .. . . . . . .. . . . . ••• . . . ... . . . . ... ITITY DESCRIPTION 1 FRAME HEAD 1 • FRRAE SILL(SA.) • • • • • 1 • ;OWRW5 ---• H •� 2 • PRAM! ,IAMB • • • • • • AS R;Wp ALDOOR JAM4SIDELgE FRAME AS REDD. ALT. FRAME COVER 1 ACTIVE LEAF LOCK STILE 1 INACTIVE LEAF LOCK STILE 1 AN W E 1 PANB6 1p•/BmrTOI• RA• • • • • 4 EA P 3/ LEAF • 0 BUTf6HINIE • • • 000 • • 3/ LEAF PIVOT HINGE AS REDD. SIDELITE HEAD/SILL 2 DOOR LOCK INSERT 2/ LEAF PRESSURE PLATE -TIE ROD 2/LEAF FLUSH DOLT ASSEMBLY AS REDD. 'H' MULLION AS REO'D. FOAM FILLED BULB W'STRIPPING AS REO -D. MULTI FLAP FOAM FILLED BULB W'STRIPPING AS REQ'O. FOAM FILLED BULB W'STRIPPING 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/& 1 PANEL BOTTOM RAIL AS READ. /10 x 1/2' F.M. UNDERCUT SMS. 2/LEAF 1/2.0 THREADED ROD, WASHER k NUT - DEAD BOLT LOCKING HANDLE 1 MULTI POINT LOCK 36 DUST PLUG (OPTIONAL) AS REGO. /10 x 1' P.H. SMS. (ASSY. SCREW) AS REDD, STD. SILL ADAPTER AS REDD. HIGH SILL ADAPTER (USED WITH STD. SILL) 1 SILL COVER - LACK STILE REINFORCEMENT 4 SIDELNE GLAZING BEAD (IAM. GLASS) 4 SIDELITE GLALNG BEAD (INSUL LAM. GLASS) OPTIONAL PANEL GLAZING BEAD - INSUL GLASS PANEL ADAPTER UAL MANF./SUPPLIER/REMAKES Lj 3 -T6 - o _T6 _ n N T6 - Z 3 T6 - - -TB - F: Z -T6 - Q 46 - O 0 46 - IL q �t -T6 - 0 I. 4 M -T6 END OF DOOR STILES (TOP/BOTTOM) 0 'T -T6 SULLIVAN & ASSOC. 0 O -T6 LOIRA � q � O -T6 LOCK STILE IUM 4' LONG y O ID J IUM SULLIVAN k ASSOC. Q W W f T6 - .167 X .250 T -SLOT _ v U .167 X .350 T -SLOT J -T6 M & M PLASTICS -T6 O L AT FLUSH BOLTS ; 0 O v L TOP/BOTTOM END RAILS O M x KWIC -SET O: li ACTIVE LEAF, 41' FROM BOTTOM 3 c LL 1C DOOR JAMB INSTALL. SCREW HOLES , I O Z _ L DOOR FRAME MEMBERS/MULL CUPS Sb C ; o '� u Sao o m T5 a O Z v T6 - NvER TB - T6 SIOE LITE GLAZING PERIMETER � t2 O_ � T6 SIDE LITE GLAZING PERIMETER 0 TIS - T5 - A DUROMETER 80t5 SHORE A DOOR COMPONENTS u.. FL #21855 AH �P�'•A}CE ��� m •I a n No. 70592 L ti 1 '•. � � drawing no. Sealed: 12/14/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS r' EDGE DIST. SEEFOR ELEVATIONS �V ; SPACING _ • • • • • • • • • • • • • • M Ti ,NA •e,I I AAAfff"N111 OR T�1N • • • • • • • • • • • • • • • • • • • • V • . • • • • • • • • • • • • • • • • • • • F b ~ / 1 I • • • • • • • • • • • • • • • 0 Z q Z A1.,• 26 �N 0gp��8 16 r1 :A: • • • •• ••• •• .� ••• . . • . •• . • ••• . . . • .. . 0'm� 16 • • • • • • • • • • • • • • • • • • 6 •• • • • • • ••• •• •• • • • • • ••• •• cr /10 X 1-1/1 FH SMS 0 .yL q� SEE ELEVATIONS itC 2 p FOR SPACING Qbwg d o_ }!Ed g9 0 O rn D ; Q O j o M 0 i 4 Iq li c I 0-c L u -0. C ;O N i w 61 Sam w = S 4 E� 12 00 a o I o a � W 6. 1 I c I o I U h u 0 0 0 C1 SINGLE (X) OPERATING UNITS W/ S.H. WDW. � o c B. ``1111111111!///' / 0 X 1-1/2' FH SMS `11 �. SEE ELEVATIONS �P�• L1GEN8F iii ,n FOR SPACING N = No. 70582 y- a; H 3 t i I.. - dlnwin ono. TYPICAL ANCHORS :�'••• o�.: •,(�j���` W15-30 'P. • EDGE DISI. I FSEE OR SPACING HI—THRESHOLD OPTION FL #21855 //!/III1111111 sheet 14 of 16 6 OR x Sealed: 12/1412017 9 D1 I I ' t I � � 16 2 � N . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• 3/8' MAX. SHIM E 1 • • • • • • • • • • • • /10.1-1}2' •H SMS • SEE F•.EVATIONS• • FOP NWING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • tOR ACINC • VENT WIDTH 2eVOR 3 r HINGE OPTIONS • • • • • f D We • • WO EXTERIOR TYPICAL ANCHORS D.L OPG(FlX SEE ELEV. FOR SPACING STRU TYPICAL AN SEE FOR S L SEE LOCK OPTIONS SHEET 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • ••• • • • • • • • • • f •• 3/8' MAX. • • ♦ •SHIM ••• •• •,. • • TYP ANcgo" • • • • 16 • • • !• tOR ACINC • r HINGE OPTIONS SHEET 5 SINGLE (X) OPERATING UNITS W/ S H WDW ANCHORS V. ACING FL #21855 .f1'/� i No. 70582 k •tr_ � o o drawing no. W15-30 r��s�on1i1L111��� sheet 15 of 16 Sealed: 12/14/2017 j� 1937. 174�4.- • • •• ••i •i •i ••,0 62 F-062 --430: • • •• .68 .835 • j -t•• ••• • •• .250 f--1.875 ---1—T -1 V- •• • • •• ••• •• FRAME HEAD 17.1 FIXED RAILREINF. • • • �• GVS9STOPg4NGLE 750 .. . . . . ... •• 7 1.I '050 9 2.5LL 095 41 .140 .937 LI I V -1.563--•—T FIXED MEETING RAIL 18.1 DOOR STILE REINF. STD. VENT TOP RAIL .767 .882 .062 .674 .617 SASH LATCH -{ 1.382 060 2.725 2.2150 LI --1.750 E VENT BOTTOM RAIL SASH SIDE RAIL .969 an 1.875 —t 943 .055 LI -1.469 FRAME JAMB 2.050 11 2.826 .062- .662 062.6 2 T--- —1.937— FRAME SILL FRAME TOP CORNER . . ... . . . ••• .. .. . . . .. .. . . • . . . . . . . . 1 FI%ED L 6063-T6 - 5.1 TM -113 1 STD. VENT TOP RAIL 6063-T6 - 6.1 TM -112 1 • 6063-T6 - 7.1 . ....... VEIff JAM 606.7-T6 - 8.1 .... WENT j� 1937. 174�4.- • • •• ••i •i •i ••,0 62 F-062 --430: • • •• .68 .835 • j -t•• ••• • •• .250 f--1.875 ---1—T -1 V- •• • • •• ••• •• FRAME HEAD 17.1 FIXED RAILREINF. • • • �• GVS9STOPg4NGLE 750 .. . . . . ... •• 7 1.I '050 9 2.5LL 095 41 .140 .937 LI I V -1.563--•—T FIXED MEETING RAIL 18.1 DOOR STILE REINF. STD. VENT TOP RAIL .767 .882 .062 .674 .617 SASH LATCH -{ 1.382 060 2.725 2.2150 LI --1.750 E VENT BOTTOM RAIL SASH SIDE RAIL .969 an 1.875 —t 943 .055 LI -1.469 FRAME JAMB 2.050 11 2.826 .062- .662 062.6 2 T--- —1.937— FRAME SILL FRAME TOP CORNER . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . 1 FI%ED L 6063-T6 - 5.1 TM -113 1 STD. VENT TOP RAIL 6063-T6 - 6.1 TM -112 1 • 6063-T6 - 7.1 GW -31802 jo VEIff JAM 606.7-T6 - 8.1 TM -415 WENT ITEM / PART i REQD. DESCRTP`nON MATERIAL MANF./SUPPLIER/REMARKS 1.1 CW -31798 • 1 • FRAME HF•D 009 • • 6063-T6 - 2.1 TM -117 2 E ZkME1 • • • • • 6063-T6 - 3.1 - • 1 • FR ME OLLL • • • • • 6063-T6 - 4.1 GW -36123 1 FI%ED L 6063-T6 - 5.1 TM -113 1 STD. VENT TOP RAIL 6063-T6 - 6.1 TM -112 1 VENT BOTTOM RAIL 6063-T6 - 7.1 GW -31802 jo VEIff JAM 606.7-T6 - 8.1 TM -415 WENT SPOING6.0AOED 8GRBfS WCK O OT FROM ENDS 6063-T6 - BA.1 - 2 H K O M S CAST - 9.1 - AS REOD. CLAMNO•STO• A1111GLE• • • ALUMINUM - 10.1 - I VE STO (5-174- PLASTIC - 11.1 - 2 SPIRAL BALANCE - CALDWELL 12.1 - 4 VENT GUIDE PLASTIC - 13.1 WV -3045 AS REDD. BULB WEATHERSTRIP VWri - 14.1 W43201 AS REOD. FIN SEAL WEATHERSTRIP WOOL - 15.1 W43371 AS REDD. FIN SEAL WEATHERSTRIP WOOL - 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS /10 x 1' P.H. SMS 17.1 - Ot" - FIXED RAIL REINFORCING 18.1 - ALUM INUM ,� � - DOOR STILE REINFORCING ALUMINUM - J S.H. WINDOW COMPONENTS 0p m � a i / C 0 u e / C 3 r Sam m a m O Ot" VENT TOP CORNER nmTm O `S`SPJ� ...... �. VClFNBF .• � 7058.2 ` � ••..... ;;G`�� 8 ,� � drawing no. W15-30 FL #21855 Sealed: 12/14/2017