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RC-12-1796/4..,'0 eat, .c QsrpJ. AAA. P-A/dv.--"ri . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 1 I IC9 liet—V(,j� 04161 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 U LDING Permit No. PERMIT APPLICATION Master Permit No. J2 -11q (" 'TFCEBVED SEP 2 7 .e'012 FB C 20P P Permit Type: BUILDING JOB ADDRESS: / / () WE 6 / 5;448.aff- City: Miami Shores Folio/Parcel#: Is the Building Historically Designated: Yes County: ROOFING Miami Dade Zip: S 313 ( NO Flood Zone: OWNER: Name (Fee Simple Titleholder): V1 1 13 1214 y-, isa h Y152— Phone#: C Address: / 11 q 0 fV E 47. 5442- I- ra1t»'1 a ,le CS State: F.t<. essee Name: Phone#: City: Email: 75-7- y94-0 Zip: i 3 13 8 CONTRACTOR: Company Name: N - Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: to Value of Work for this Permit: $ 4-� S D) • Square/Linear Footage of Work: 7() Type of Work: Addition ❑Alter tion New n ❑Repair/Replace ❑Demolition Description of Work: (6')/c'/I,p - ,o 6�. FAPin d Q e. Erj )184 c -/ r'1 0 i, �J Color thru tile: F /A f=5 4 ***************************************Fees*** ************************** Submittal Fee $ w i Permit Fee $ CF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE$ 02 On 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 inspectiof hich oct s even (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b apiroved . d einspection fee will be charged. Signature ���I/�%tea..• i Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 j by V (L(\( Signature Contractor The foregoing instrument was acknowledged before me this , day of , 20 , by e or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: tunufftt,,l V0/6;0 • Goo • 9 d •YtP - e • ... Sign: Print: My Commission Expires: ************************************'4 1 ****** 4;14***************************..** /111,/fllll111\\ APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ********* Zoning Clerk Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 2/17/2016 Current Owner 190 NE 91 Street Miami Shores, FL 33138 Permit: RC -9-12-1796 Address: 190 NE 91 Street Miami Shores FL 33138 Date Expired: 8/26/2013 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, � of l l I ,� Ismael Naranjo (CBO) Building Director Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 f OWNER BU ILDER DISCLOSURE STATEMENT 117 NAME: V ) u » ha tea' am- DATE: ADDRESS: i9D kl %/ ��� lar\ i �'�t6reSi L: 33,12g - 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. 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 respohsible 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 r}gmbers 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 Sapstantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 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. I 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 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 -i day of By ViLaUg-A1 Produced there 'cense or personally known to me or who has \\\..011 l i l 11/1/1 by a��dentffpf ••��o�'� '•, • C y 1.14 OWNER Milli BO- Rick Scott Governor John H. Armstrong, MD, FACS State Surgeon General November 05, 2012 Vilbrun Lalanne 190 NE 91 Street Miami, FL 33138 RE: Contingency Letter Application Document No: AP1086624 Centrax Permit Number: 13 -SC -1436383 OSTDS Number: 190 NE 91 St Miami, FL 33138 RECEIVED NOV 062012 Lot:10,11 Block:7 Subdivision: El Portal Dear Applicant: This will acknowledge receipt of an application dated 10/23/2012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use ( construction of a 4" concrete slab at the rear of house). If you have any questions on this matter, please call our office at (305) 623-3500. Sincerely, Josep f Enclosures cc: er, Engineer Specialist II Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623-3500. Fax: (305) 623-3645. http://www.MyFloridaEH.com Rick Scott Governor John H. Armstrong, MD, FACS State Surgeon General November 05, 2012 Vilbrun Lalanne 190 NE 91 Street Miami, FL 33138 RE: Contingency Letter Application Document No:AP1086624 Centrax Permit Number: 13 -SC -1436383 OSTDS Number: 190 NE 91 St Miami, FL 33138 Lot:10,11 Block:7 Subdivision: El Portal Dear Applicant: This will acknowledge receipt of an application dated 10/23/2012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. NOV 062012 f From a review of your completed application, it has been determined that your existing system is adequate for the proposed use ( construction of a 4" concrete slab at the rear of house). If you have any questions on this matter, please call our office at (305) 623-3500. Sincerely, Joseph ive • e , • neer Specialist II Enclosures cc: Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623-3500 . Fax: (305) 623-3645 . http://www.MyFloridaEH.com NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: STATE OF FL I HEREBY CER ongrnal filed in t 111111111111111111111111111111111111111111111 CFN 2012R0825539 OR Bk 28361 P's 1277; (1Ps ) RECORDED 11/16/21012 09:45=27 HARVEY RUVIN, CLERK OF COURT MIAMI—DADE COUNTY FLORIDA LAST F'AGE IDA, COUNT OF DADE Y that this is a true copy of the is office on day of WITNESSvEmyth THE UNDERSIGNED hereby gives notice that improvements will be made i��d YErn'reall property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. • nd and Official S T... of. A County Courts D.C. TANA% IA ARNOLD 1144 Q _ above reserved for use of recording office 1. Legal description of property and street/address: 4 / 0 7 1' 5-I i2 Space } (-1 r -StI1j FL. a�3S eed'i lt4.v,�r • n Q ' i2 DLi 1 e_ ti 1{' l�jx�u» /Q � � 9D Nr^ C re— 2. Description of improvement: 3. Owner(s) name and address: I y� I f f S / e HtaYnr-9Gew r~ L a3 f3g Interest in property: i _cOv\I yV V 1 Lion Name and address of fee simple titleholder: 1 (i'� II f.� Ch n cys-e L Ion h 2 4. Contractor's name, address and phone number: 51..L) Z ci c-tn d o cult -%8 �� the > 9 CLoo� 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY F MIAMI-DADE The ea� i men r ge before me this '� day of ByVf Ir V� /� ,,,n,� Li Individually, or" as Q) OVu�W 0 for [::1 Personally known, or� produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the fact stated in it are true, to the best of my knowledge and belief. cat(&ixr .ao1; t .,11110 MIP511r7 Signature( By 123.01-52 PAG or Owner(s)'s Authorized Officer/Director/Partner/Manager who signe VI 1 19 Fri 11 /flj4/C- ab5Vb`.''' CLAUDIA V CUBILLOS Notary Public - State of Florida MyComm Expires Sep 23, 2015 Commission # EE 128810 Bonded Through National Notary Assn. By Florida Building Code Online (lor da Department1 Busines Professi Regulation EC:� ENTED SEP 272012 Page 1 of 2 BCIS Home ( Log In I User Registration Lion., Overtly. Regulpte fiat!. 'i O�FlCE OF,jHE ISSECRETARY� Product Approval USER: Public User Hot Topics Submit Surcharge Stats & Facts I Publications Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufac d JsS/Ph on `/ (.., A0t horiie�`Slgnaaturee I��f1 technlca Representative Lid Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By BCIS Site Map FL15558 New 2010 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Janet Gerard fbc@jeld-wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdlOUtQtj ... 9/16/2012 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/01/2012 05/01/2012 05/06/2012 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation instructions S-2104 for sizes, configurations, design pressure ratings, and installation details. Certification Agency Certificate FL15558 RO C CAC NI011082.odf Quality Assurance Contract Expiration Date 08/31/2015 Installation Instructions FL15558 RO 11 5-2104 SS,odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.odf Created by Independent Third Party: Yes Back Next rontart IK :: 1440 Nnrth Mnnroe Street. Tallahassee FL 32399 phone: 850-487-182{ The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida :: privacy Statement :: Accessibility Statement :: fiefund 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 mall 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), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here: Product Approval Accepts: ES 10 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdlOUtQtj... 9/16/2012 JELD WENN: Steel ENERGY SAVERICOMOUR 6'6" W000 EDGE OPAQUE STEEL OUT SWING IMPACT DOOR UNITS WITH & I I7HOUTSIDELIFES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HIGH VELOCRY HURRICANE ZONE "HMI' REQUIREMETDS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR %)VHZ" ZONES SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MAIN-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MAMA-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SIDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to el frame cmd'lions) COMPONENT CONSTRUCTIONS: Face sheets. 24 ga. (0.020') minimum thickness, Galvanized Steel A-525 commercial qualify - AKDQ per ASTM 620 with overage minimum yield strength Fy(ave.)=24,600 psi. Core design. Expanded polystyrene with 1.0 to 1.25 Lbs./cf density, by JELD-WEN, INC. Door Panel Construction: The active and inactive panels aro constructed from 2404. (0.020' min.) galvanized steel The face sheet tops and bottoms are bent 90' over the top and bottom rads. The top LVL mil measures 1.67' wide x 1.042' high. The steel bottom rad is roll formed 0.021" galvanized steel measuring 1.67' wide x 1.21' high. The sides of the face sheet ore roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67' x 1.0 The interior cavity is felled with poystyrene. The face sheets are glued to the polystyrene. fixed Lite Const: The sash is constructed from 2404. (0.020' min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to it. The sideliite panels are routed to receive the COL Up Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The lite frames are sealed w/ QSD glazing compound on the exterior. Frame Construction. The frames are constructed from Ponderosa Pine jambs measuring 1.25' wide x 4.5625' deep. The door and sidelite heed jambs are mortised and butt joined to the side jambs and attached with (3) 1600. 2' x 7/16' cmwn wire staples. The units use o standard bump face Pemko threshold measuring 4.041' deep x 1.0' high. The threshold is attached to the frame with (.3) 1604 2' x 7/16' crown wire staples. TABLE OF CONTENTS SHT / DESCRIPTION GENERAL NOTES AND TYPICAL ELEVATIONS 2 .3 4 VERTICAL CROSS SECRONS AND BILL OF MATERIALS HORIZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS AND NOTES 5 6 7 8 ANCHORING LOCATIONS MID DETAILS ANCHORING LOCATIONS AND DETAILS GLAZING DETAILS UNIT COMPONENTS .875" Tr. 8125' MAX. 0A. FRAME HEIGHT 74.5' MAX. 0,4. FRAME WIDTH .125' A 36' MAX. OA PANEL WIDTH �® ACTIVE 36.625' MAX. 0 PANEL WIDTH VI/ASTRAGAL 80' MAX. 0A PANEL HEIGHT ®® V v C. 1=e v v V v c c. AC, v • GN 0.625" .875' TYP. .75' MAX. 0A FRAME WIDTH 36' MAX. OA PANEL. WIDTH 80" AI(. 0,4. PANEL HEX;HT 81.25' MAX. 0A FRAME HEIGHT gig v tom, a • v ® OUTSWING IMPACT UNIT (XX) 0.625' - LEO VIEWED FROM EXTERIOR $UNCLE OUTSWING IMPACT UNIT (X) TABLE 1: 17EWED FROM EXTERIOR .75' TIP. 80' MAX. OA PANEL HEIGHT 81.25' MAX. OA. FRAME HEIGHT 70.25' MAX. OA FRAME WIDTH .75' MULL. BAR TIP. .875" 36' MAX OA TYP. PANEL ort EQI 5 v v v e _ v f 0.75' -I .875' TYP. c===. C 0.625 15.5" MAX. OA SIDELRE FRAME WIDTN 14' MAX. OA PANEL WIDTH 6' MAX. OA MLO. WIDTH 0 V 63.125' MAX. OA O.LO. HEIGHT !'1 107' MAX. OA FRAME WIDTH SINGLE OUTSWING IMPACT UNIT (OXO) W/ NON-IMPACI 20EL(TES VIEWED FROM EXTERIOR 125' 75' MULL 36.625' MAX. OA (AR . PANEL W�i}i 36" MAX. 0A YE/ASTRAGALPANEL WIDTH 80' MAX. 0A PANEL HEIGHT 81.25' MAX. OA FRAME HEIGHT INACTIVE v v o 3 v v v o 0 15.5' MAX. 0A SIDEUTE FRAME WIDTH 14" MAX. OA PANEL WIDTH 3 v V 6' MAX OA D.LO. WI0114 63.125" MAX. OA D.LO. HEIGHT 0.75' DESIGN PRESSURE RATING NFIL1RA1pN RE SEW DOOR INT (X OZ X0. Woo NON STEM 10 (LOG, OXt, VD, WINO NON -IMPACT 916111ES IMAPK +57 psi -57 0.625' - gitally signed by Hermes F Norero, P.E. season: l am approving this document date: 2012.05.01 17:51:35 -04'00' DOUBLE OUOSWING IMPACT AtFtzz4AA7/!� UNIT (0XXOw) W0/F NON -IMPACT O `6'�✓•T, Prepared By: 0 CL mm O co W 0 U m t NN BUILDING DROPS, INC. Phone: 407-644-6957 Fax 407-644-2366 DOTE 9- 1-01 SCALE N.T.S. DWG. EN: JWJ CNN . sr: S. SAFFELL MRAW@rG NO.: S-2104 sHEEr 1 or 8 0.75MIN. EDGE DISE 1.50" — MIN. 0.250 EMB. MAX. SHIM CONCRETE/ MASONRY BY OTH SEE DETAIL 7 ON SHEET 5 81.25" MAX. 0.4. FRAME HEIGHT EE NOTE 9 ON SHT. 4 1.25" MIN. EMB. INTERIOR 1.750' MIN PANEL THK EXTERIOR 80.0" MAX. 0.A. Pma HEIGHT 2.50' MIN. EDGE DIST. A \ VERTICAL CROSS SECTION k...2/ WITH HIGH DAM THRESHOLD 0.250' MAX. SHIM 0.75" MIN. EDGE DIST. 1.50' MIN. EMB. CONCRETE/ MASONRY • BY OTHER MEPPAII 4414 (4r) \OW ell 0 SEE NOTE 3 ON SHT. 4 e SEE DETAIL 7 ON SHEET 5 NOTE 6 ON SHT. 4 1.750" MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 0.125" MIN. GLASS THK. &MEE 81.25' MAX SEE GLAZING OA DETAILS, SHEET FRAME 7 HEIGHT 1.25 MW. CONCRETE/ ala MASONRY BY OTHERS SEE NOTE 2 ON SHT. 4 E NOTE 8 ON E NOTE 6 ON SEE DETAIL 7 ON SHEET 5 SHT. 4 SHT. 4 ...* . • EXTERIOR 1.75" 2.50" MIN. MIN. EDGE DIST. SEE NOTE 3 014 S T. 4 VERTICAL CROSS SECTION k..2„/ AT SIDELITE SASH 80.0" MAX O.A. PANEL HEIGHT CONCRETE/ MASONRY BY OTHERS EU I, 1k,W434P ADM& 1 DOOR STEEL FACE SHEET 24G4. (o.ozoloq STEEL 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) W000 4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 5 4' x e BUTT HINGE 12aa. (BY HAGER) STEEL 6 19 X r PRI WOOD SCREW (HINGE TO DOOR) SIM 7 DOOR LATCH STILE LVL 8 OUISWING PEMKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 1604. X I' (FOR MUWON CAP) STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LW_ 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE (F(NGER JOINTED PONDEROSA PINE) WOOD 14 110 x 1 ve PRI WOOD SCREW STEEL 15 LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) WOOD 16 3/16" TM TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 lb./cf DENSITY) BY JELD-WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK WOOD 20 SHIM (0.25" MAX. INK. HIGH DENSITY PLASTIC OR GREATER) - 21 KWIKSET 400 SERIES KNOB STEEL 22 KIIIKSET TITAN 700 SERIES DEADBOLT (NOT SHOWN) STEEL 23 18 x 1 1/2- PtASCREW (ODL UTE FRAME) STEEL 24 18 x t PFN WOOD SCREW STEEL 25 18 x 2 1/2' PFH WOOD SCREW STEEL 26 110 x I' PFII 11000 SCREW (IMPERIAL ASTRAG4L TO DooR) srEa 27 110 x 2' PFN WOOD SCREW STEEL 28 MUWON C4I3 WOOD 29 SILICONE CAW( (ER LAWRENCE 33 C) SILICONE 30 GLAONC COMPOUND (QSD BY ODL) SIUCONE 31 BRAD TRW NAIL 160.4. x 3/4. (FoR 3,ee QUARTER. ROUND.) STEEL 32 3/e QUARTER ROUND SIDELITE STOP WOOD .33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MOF 34 SCHIAGE KNOB SET F51 STEEL 35 SCHLAGE DEADBOLT 0360 (NOT SHOWN) STEEL 36 SIDELITE STEEL FACE SHEET 2464 (0.020" MIN. STEEL) STEEL .37 1/8. TEMPERED GLASS (BY PPG) GLASS 38 ODE UTE FRAME SG (SPARTECH POLYCOM PP5530 613) POLYPROP. 39 PRESSURE TREATED MULLION BAR (3/4' x 4 9/16 x 81 1/4") P.T. W000 40 ALUMINUM EXTRUDED ASTRAGAL (BY IMPERIAL) ALUMINUM 41 ASTRAGAL 57161<t PLATE (BY IMPERIAL) SRIL 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEADBOLT HERITAGE SERIES (NOT SHOWN) STEEL 44 SWUM FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 LITE FRAME BY TRINITY FOR 1/2' I.G.U. POLYPROP. 46 1/2' INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) GLASS 47 qrr FRAME BY TRINITY FOR 1"POLYPROP. 48 1 INSULATED TEMPERED GLASS FSSTRINITY/AMPAC) GLASS 49 LIFE FRAME SCREW 16 x 1 1/2 LONG PANHEAD (BY TRINITY) STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 110 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD 801T STRIKE PLATE ,.0,04444tiset,,, SIEEL • 0 •• 'c,3P k oiD tth'o. o0 0 cLz 0 a_ PART OR ASSEMBLY: 15. (.4 CN1 Csi 0 C.24. Prepared Br BUILDING DROPS, INC Phone: 407-644-6957 Fax: 407-644-2366 DTE 9-11-01 scAlm DWG. BY: jW.I croc. sr: S. SAFFELL DRAWING NO.: S-2104 SHEET SEE NOTE 4 ON SHT. 4 0.75' M EDGE D1 r.. emm EXTERIOR '/ CONCRETE/ MASONRY BY OTHERS 1.50" MIN. EMBED. 0.250" MAX. SHIM INACTIVE INTERIOR SEE DETAIL 5 ON SHEET 5 i 0 • OHORIZONTAL CROSS SECTION LATCH JAMB TO BUCK SEE NOTE 1 ON SHT. 4 PANEL THK SEE NOTE 4 4 SEE DETAIL ON SHT. 4 24 1 ON THIS SHEET 7 1 15 ®®® \71 ACTIVE EXTERIOR INTERIOR _ 1.750' MIN. PANEL THK. SEE NOTE 7 ON SHT. 4 CONCRETE/ MASONRY BY OTHERS ® HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK " //; %% . III111i %////AIIIII11 1 r/;///, /.//!//% PANEL THK SEE NOTE 4 4 SEE DETAIL ON SHT. 4 24 1 ON THIS SHEET 7 1 15 ®®® \71 ACTIVE EXTERIOR INTERIOR _ 1.750' MIN. PANEL THK. SEE NOTE 7 ON SHT. 4 CONCRETE/ MASONRY BY OTHERS ® HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK (LL R HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL 0.250" MAX. SHIM ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) EXTERIOR 0.31' DW x 9.0' LG. AT TOP & BOTTOM SEE NOTE 1 SHT. 4 11101 Sys INTERIOR DETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS NEW FOR CLARar/uHu,<< 0 a PART OR ASSEMBLY: r9" 0 0 0 0 0 0 0 41. fl Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 SATE 9-11-01 SCALE: N.T.S. MG. er: JWJ aec. BY: S. SAFFELL DRAWING NO.: S-2104 91EEr 3 OF 8 //••//.�//i.• /. v/ ///� j�/�//' .... , 1 r/;///, /.//!//% (LL R HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL 0.250" MAX. SHIM ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) EXTERIOR 0.31' DW x 9.0' LG. AT TOP & BOTTOM SEE NOTE 1 SHT. 4 11101 Sys INTERIOR DETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS NEW FOR CLARar/uHu,<< 0 a PART OR ASSEMBLY: r9" 0 0 0 0 0 0 0 41. fl Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 SATE 9-11-01 SCALE: N.T.S. MG. er: JWJ aec. BY: S. SAFFELL DRAWING NO.: S-2104 91EEr 3 OF 8 SEE NOTE 4 ON SHT. 4 SEE NOTE 3 ON SHT. 4 /1St' (ID CD 28 00 'AV SEE GLAZING DETAILS, 3i SHEET 7 SEE NOTE 6 ON SHT. 4 / // a "' , 7'27/2/7' ////////// /://!//!;/// .. I 0.750' 0 SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE /10 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP• 1.0', 2.5", 4.0; 5.5', 13.0', 18.0' & 26.0". 2. SPACING FOR ITEM /23 THE /8 x 1 1/2' PLASCREW IS AS FOLLOWS: TOP & BOTTOM, HORIZONTALLY. SIDELITE PANEL; 3.0" IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS; 3.0', 13.0; 26.0' 39.0" 52.0' & 63.0'. 3. SPACING FOR ITEM /31 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND REM /9 THE 16G4. X 1' BRAD TRIM NAIL ATTACHING THE MULLION CAP 70 THE MUWON BAR VERTICALLY, IS A5 FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND); 1.25' IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8" QUARTER ROUND & MUWON CAP); 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM /25, A /8 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM /24, A /8 x 2' PFI WOOD SCREW. 5. SPACING FOR ITEM /25 THE /8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL. CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM /29 SILICONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM /31 BRAD TRIM NAILS x 3/4" LONG. 0.75' MIN. 7, WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM /27. A 110 x 2' PFH SCREW. WHEN ATTACHING EDGE DIST THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM /14, A /10 x 1 3/4' PFH WOOD SCREW. 8. SPACING FOR ITEM /49 THE /6 x 1 1/2' PANHEAD SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: SIDELITE UTEFRAME FROM THE TOP DOWN VERTICALLY. 3.25", 18.0625', 32.8125', 47.5625' & 62.625'. SIDELITE UTEFRAME TOP & BOTTOM. FROM THE LEFT• ONE (1) SCREW AT 4.4375" 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM /51 WHEN INSTALLING INTO W000 SUBSTRATE AT HEAD & JAMBS. USE ITEM /25 WHEN INSTALLING INTO MUWONS. USE ITEM /16 WHEN INSTAWNG INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. CONCRETE/ MASONRY BY OTHERS EXTERIOR _ 1.750' MIN. PANEL THK. SEE NOTE 7 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 O4G HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB 31 SEE NOTE 3 "LYON SHT. 4 SEE GLAZING _ DETAILS, SHEET 7 SEE GLAZING DETAILS. SHEET 7 EXTERIOR SEE NOTE 2 ON SHT. 4 -I 1.50' MIN. EMBED. SEE NOTE 6 ON SHT. 4 _SEE DETAIL 5 ON SHEET 5 0.250' MAX. SHIM 0.125' MIN. _ GLASS THK. INTERIOR HORIZONTAL CROSS SECTION ruA9hLITE TO BUCK f GS F. O, re,, Ht Prepared By. BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 PART OR ASSEMBLY: ks 8 g 'go 0 00 W 0 0 OM: 9- 1-0 SCAM N.T.S. CMG. Eft JWJ a,x. sr: S. SAFFELL CRANING NO.: S-2104 SHEET 4 OF 8 81.25" MAX. 0A. FRAME HEIGHT 74.50" MAX. OA. FRAME WIDTH SEE DETAIL 2 014 THIS SHT. 6.00 TY 5 SPACES 0 13.85" 6.00 TYP. TYP. --- 6.00" TYP. --3.00" TYP. 12.50" TYP. 11 1 11 SEE DETAIL 5 r ON THIS SHT. \ 1 5.50'1 1 / _ SEE DETAIL 4 ON THIS SHT. 7.375' ti 3r 3 TYP.I --- 7.00" TYP. l 12.125" TYP. SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR DETAIL 2 - ® HEAD JAM@ DETAIL .3 - 0 THRESHOLD ASTRAGAL STRIKE PLATE SEE NOTE 7 SHEET 4 DETAIL 4 ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR P. SPACES 0 13.85" 81.25' MAX. 0.A. FRAME HEIGHT 70.25" MAX. 0A. FRAME WIDTH 4.50" TYP.- 3.00" TYP-- 3.00" TYPri I SEE DETAIL 6 • �ON THIS SHT. d 1 15.50" 36.625' 6. 9.00' TYP. 6.00" TYP. TYP. 0u41, 'G II I,® - SEE NOTE 5 - ON SHEET 4 - - PO 6 - TYP. r — o - o- - - iI I 1 i -3.00" TYP. 7.00" TYP. SEE DETAIL 4 ON THIS SHT. .15' MIN. C -SINK. DETAIL 5 STRIKE PLATES TO ASTRAGAL SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR DETAIL 6 STRIKE PLATES TO JAMB SEE NOTE 10 \ ON SHEET 4 t1tttiii DETAIL 7 �4. 1 F O+Pj)UNTERSINK FOR INSTALLATION ANCHORS w ms. ZZW iltlit Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 W 0 r z 2 0 0 N si 2 W c U m ar 9-11-01 Sam N.T.S. owc. er: JWJ aec. ar: S. SAFFELL DRAW io NO.. S-2104 SHEET 5 or 5 81.25' MAX. OA. FRAME HEIGHT 107.00" MAX. OA. FRAME WIDTH 4.50" TIP. 3.00" TYP--- 3.00• I TYP.� r- 6 TYP. 5 SPACES 0 13.85' SEE DETAIL 2 ON SHEET 5 16.41" TIP. .00' TIP. - .00" TYP. 00' TM rF 13.41' TIP. -- 6.00' IYP. TYP. I — _ I II 1 111 _ TYP. ® 111 1 1 11 1w. _ SEE NOTE 5 / ON SHEET 4 SEE DETAIL 5 _ ON SHEET 5 — _ — 5.50'1 1 ® BI 1 ei © 0 36.625' 1 1 1 1 1 TIP. 1 1! 3.00• TYP:--- L 3.00" TYP-- L X3.00' TYP. 7.00" TYP. J SEE DETAIL 4 ON SHEET 5 5 SPACES 0 13.85 -3.00• TYP. 7.00' TYP. SEE DETAIL 3 ON SHEET 5 DOUBLE 000R WITH SIDELITES ANCHOR LOCATIONS WEWED FROM INTERIOR Prepared BUILDING DROPS, INC. Phone 407-644-6957 Fax: 407-644-2366 0 O C PART OR ASSEMBLY: N U est CD C> 0 m DAT] 9-11-01 SCALE: N.T.S. fV A t411e owe. Ern JWJ arc. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 6 or EXTERIOR 0.125" MIN. TEMP. GLASS ICKNESS INTERIOR SEE NOTE 2 ON SHT. 4 0.50" GLASS BITE GLAZING DETAIL 1 ODL LITE FRAME SINGLE PANE 1/8" TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 1 1.000" MIN. GLASS THK. SEE NOTE 8 ON SHT. 4 0.750" AIR SPACE .75" x .50" INTERC 0.50' STEEL SPACER GLASS BITE GLAZING DETAIL 3 TRINITY LITE FRAME 1" INSULATED TEMPERED GLASS LUPOY EU -5007 T 0.125" TEMP. GLASS 0.125" TEMP. GLASS EXTERIOR 0.500" MIN GLASS THK 0.125" TEMP. 0.250" AIR rGLASS r SPACE 0.125" TEMP. GLASS INTERIOR SEE NOTE 8 ON SHT. 4 .25" x .50" 0.50 INTERCEPT GLASS STEEL SPACER BITE GLAZING DETAIL Z TRINITY LTTE FRAME 1/2" INSULATED TEMPERED GLASS LUPOY EU -5007 l*� NOTE ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN FBC SECTION 2406. Prepared BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2.366 •k • V m 0 in .3. cc -+ W W 05 cSnexM >ere a h `Do o kQ Evia toao oo ojz 0 a. a PART OR ASSEMBLY: GLAZING DETAILS s 0 0 0 A cn 2 g W 0 0 O 0 N o_ U 0 m DATE 9-11-01 a sem: N.T.S. DWG. er: JWJ CNK. sr: S. SAFFELL DRAWING NO.: S-2104 SHEET 7 OF 1.670" - JI_JL J1_!l_-L DOOR BOTTOM RAIL 12 24GA (0.021) STEEL r 1.645" 1 I 0.831" O33 CORNER BLOCK FOR STEEL BOTTOM RAIL MOF x 3.0" LONG 1.500" 1 r3 1.750' 0.624' DOOR HINGE STILE ()FINGER JOINTED PONDEROSA PINE WOOD ASTRAGAL HAS TWO 0.3125" 0LA. x 9" LONG 601.75; 1 ON TOP, 1 ON BOTTOM 1.025' O40ATRA SGAL (IMPERIAL) 606.3-T6 ALUMINUM 0.380" 0.530• -- 0.52- 9" } 0.500" - 0.140" 1.670' -{ �I 1, 1.000' J(7 DOOR LATCH STILELVL 10 COMPRESSION WEATHERSRTIP SCHLEGEL Q-LON ODS 650 1.250" 2.500" 0 3 0 41 ASTRAG4L STRIKE PLATE (IMPERIAL 0.125' STEEL) 11.875" 0.482' 1.670'--j LJ t) W„-•• LVL 0.513' 45 1/2' 1.G. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 107-0828.01 1.109' (-- I _Lor 1.736'0.675' 0 --1 1.381" ®DOOR LATCH STRIKE PLATE STEEL 0.868" 0.585" 1.042' POOR LATCH DEAD BOLT STRIKE PLATE STEEL 0LA. VARIES WITH HARDWARE USED )1( WOOD LOCK BLOCK t5 FINGER JOINTED PONDEROSA PINE 4.000" 1 1.250' 4.5625' 47 ' 1,0. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 107-0828.01 0.37- 5' 0.375' --I I-7 03/8" QUARTER ROUND 32 SIDEUTE STOP PINE 1.375' 0 1.7 . %i1 0.500" WOOD JAMB FINGER JOINTED PONDEROSA PINE 2.040" LI '0.097" -I MULLION CAP 67%.‘,PINE (81.25' LONG) 0.750" 0.125' (moi/8' 5.G OOL LTTE FRAME LJ POLYPROP. 001. PLASTIC UTE KIT MATERIAL APPROVED UNDER NOA 110-1209.01 L_ L_ 0 0 0 0,) 4.000" OHAGER STEEL BUTT HINGE 5 4" x 4' x 0.097 THK. STEEL r 1 1.000' 0.582" 4.041' ( } OUTSW STANDARD BUMP FACE THRESHOLD teS • 4000 INSERT 8FAALUMINUM - BY PEMKO v *t� Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 0 0 0 O. PART OR ASSEMBLY: UNIT COMPONENTS ti 0 3 n w ;31- a a 0 CO CATE: 9-11-01 SCALE: N.T.S. ONO. 9T: JWJ D*. BY: S. SAFFELL OaxwWO NO.: S-2104 SHEET 8 OF 8 40-ock-Mar � 9 2- 2 4. -CV' DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade,eovinera/ Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "100" Aluminum Out swing Doors w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01-20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01-24-02 last revised on FEB 22, 012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: See Design Pressure ratings Vs size & glass types per chart A or B in sheet 2, as applicable LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 07-0109.08 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. MANMADE RADE COUNTY APPROVED NOA No 12-0305.03 Expiration Date: April 12, 2013 Approval Date: April 26, 2012 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07-0109.08) 2. Drawing No.W01-20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01-24-02 last revised on FEB 22, 012, signed and sealed by Javad Ahmad, P.E. A. B. TESTS (transferred from file # 08-0418.02) Original test conducted per SFBC, PA 201, 202 & 203-94 now termed as FBC, TAS 201, 202 & 203-94 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing. Laboratory Inc, dated March 21, 2001 Test Report No.1 (FTL-2811), signed and sealed by Antonio Acevedo, P.E and revised by addendum letter, issued by FTL, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/22/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.11 issued to Safe-glas L.L.C. for "SAF GLASS — polycarbonate interlayer", expiring on 12/16/12. 2. Notice of Acceptance No. 08-0709.04 issued to Nebula Glass International Inc dba Glasslam. for "Safety -Plus II Laminated Glass", expiring on 08/07/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/20/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Statement letter dated April 17, 2012, issued by Fenestration Testing Lab (FTL) for upcoming test schedule, signed by Jose sanchez. G. OTHER 1. This NOA revises & renews NOA # 07-0109.08, expiring on April 12, 2013. 2. One year conditional approval subjected to successful verification test. E-1 �c . LLktA lshaq 1. Chanda, P.E. Product Control Examiner NOA No 12-0305.03 Expiration Date: April 12, 2013 Approval Date: April 26, 2012 8' MAX. 144" 12" MAX TYP HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED 0 0 W O) 6 0 G II -r I, 1 FRAME WIDTH 3 ANCHORS RECO. AT MTG. STILE LOCATION I i 11 \ II II r 21 / // /I / 11 / 11 11 3" 3" 12" • • • O 1 1 1 1 ===tea=== 2 1 /2" 4 z. 1 II 14" 2 1/2" • • co Oa 0 O ci 24 3/4" D.L. OPG. 34 11/16" LEAF WIDTH 71 3/4" 3" DOOR WIDTH SERIES -100 ALUMINUM SWING 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 2 FOR DESIGN LOAD CAPACITIES. 32 1/4" D.L. OPG. o- ADDL. ANCHOR REQD. AT DOORS WITH SIDELITES TYPICAL ELEVATION ( XXOO ) TESTED UNIT 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. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 32 1/4" D.L. OPG. PRODUCT NEMO) :Coal wiM tt. EleriA% �'` —0 thainfios�� L 3 t0 m6 0 0 W • i / / 3/16" HEAT STREN'D GLASS 090 PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 0 3/16" HEAT STREN'D GLASS GLASS TYPE 'B' 2 3/16" ANN. GLASS .015" URETHANE ADHESIVE .070" INTERLAYER 'SAF—GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE 3/16" ANN. GLASS GLASS TYPE 'A' 3/16" HEAT STREN'D GLASS 0.10" INTERLAYER SAFETY—PLUS II BY 'GLASSLAM' N 3/16" HEAT STREN'D GLASS GLASS TYPE 'C' GLAZING' E E AV AH D, • \ • CIVIL• FLA, 'p tr (0592 '', • L C. . 3536 r• DOORS/SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. coo' ti 0 0 0 0 0 N IX z A 8 0 N _ 0 N c 0 0 0. a .13 4- 0 v 0 8 N N 0 c CO 0 N 0 0 u drowing no. WO1-20 sheet 1 of 6 CHART A (FOR X & XX DOORS) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'A', '13' OR 'C' PANEL WIOTH 000R HEIGHT FT./IN. EXT.(+) INT.(-) 2/6 3/0 6/8 62.0 81.0 62.0 81.0 2/6 3/0 8/0 62.0 81.0 62.0 81.0 FRAME WIDTH 0 w 1 ( X ) HEIGHTS: CHART H STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF WIDTH (W) INCHES FRAME HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' & 'C' EXT. (+) INT. (-) EXT. (+) INT. (-) 32 33 34 35 36 7/0 62.0 / / / / \ \ \ , \ / 62.0 % 62.0 81.0 % 66.5 \ 81.0 \ 63.1 62.0 81.0 / 62.0 81.0 62.0 \ 62.0 78.3 / 79.2 82.0 69.8 62.0 \ 62.0 66.5 / 77.8 62.0 63.1 62.0 78.5 \ / \/ \ \ / / / / \ / CHART H STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF WIDTH (W) INCHES FRAME HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' & 'C' EXT. (+) INT. (-) EXT. (+) INT. (-) 32 33 34 35 36 7/0 62.0 81.0 62.0 81.0 62.0 78.3 62.0 81.0 62.0 69.8 62.0 81.0 62.0 66.5 62.0 81.0 62.0 63.1 62.0 81.0 32 33 34 35 36 8/0 62.0 81.0 62.0 81.0 62.0 78.3 62.0 79.2 82.0 69.8 62.0 78.3 62.0 66.5 62.0 77.8 62.0 63.1 62.0 78.5 W1 W2 0 W z NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT DAYLITE OPG. 6/8 79-7/8" 77-3/8" 67-5/8" 8/0 95-7/8" 93-3/8" 83-5/8" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. 2/6 (X) 31-1/2" 28-11/16" 18-15/16" 3/0 (X) 37-1/2" 34-11/16" 24-15/16" 5/0 (XX) 59-3/4" 28-11/18" 18-15/16 6/0 00 71-3/4" 34-11/16" 24-15/16" as as Pled*. appirodes •....�� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 \ 0 \ ( OX ( XO W1 W2 W1 ( OXO ) WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDELITES) 2 W2 W1 W2 7\ / i r \ / 7 \ / y \ / \ \ / / / ( OXO ) WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDELITES) 2 W2 W1 W2 ( XXOX ) 7\ / i / / / \ / / /' \ \ \ \ / / / \ \ / \ / 4 \ moi. \ ,i. 4. \ / \\ \ \/ • ' \ %.,1' •N \ \ • \/ \ / • / / \ \ / \V/ / / \ \/ \ \ / / / / \ / \ / / / .v ,/.-__ ( XXOX ) W1 ( OXX ( XXO W2 W1 7\ / i / / / / / \ \ / \ / \ \ / / \ / / / \\ \ \/ (/ �i '' 4 1 \ \ \/ \ / / / \ \ \V/ / \ \ / \ / \ / .v W1 ( OXX ( XXO W2 W1 ( XOO ) ( OOX ) SIDELITE WIDTH WIDTH (W) 0 W ( 0 ) 7\ / i / / / ( XOO ) ( OOX ) SIDELITE WIDTH WIDTH (W) 0 W ( 0 ) ( OXXO ) WI W2 W1 7\ / / \ \ / \ \ / \ / / \ \\ \ (/ �i 4 1 \ \ / / \ / \V/ \ / \ / ( OXXO ) WI W2 W1 ne gl rJAVAO PHNAO CIVIL,.. P '70592 ; 1 V CA. 36 A ( XXOO ( 00XX COMP -ANL\W01-20DAC t Vl C 0 0 d 5 7 0 0 n 0 8 .0 -. 0 0 0 N_ N N_ O O C m N a • drawing no. WO1-20 (sheet 2 of 6 7\ / / \ \ / \ <\ / \ / \ / \V/ ne gl rJAVAO PHNAO CIVIL,.. P '70592 ; 1 V CA. 36 A ( XXOO ( 00XX COMP -ANL\W01-20DAC t Vl C 0 0 d 5 7 0 0 n 0 8 .0 -. 0 0 0 N_ N N_ O O C m N a • drawing no. WO1-20 (sheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 .18Y WOOD BUCK •. —'111u I __ z 2 #8 X 1" AT6"0. FH SMS 18 X 1" FH SMS AT 6" O.C. 0 NON METALLIC GROUT 3 KSI MIN. � 4 TYPICAL ANCHORS 'SEE ELEV. FOR SPACING OPERABLE UNITS O H W METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING a D let 0. 7 N TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WOOD UCK OR W000 : RUCTURE 18 X 1" FH SMS AT 8" 0.C. #8 X 1" FH SMS AT 8" 0.C. • 4 NON METALLIC GROUT 3 KSI MIN. A 'tea 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING rn MIAMI-DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATd NOA �.,, 49 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy..155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EWE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS; FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS • SF1A(.ED WITH CLEAR COLORED SEALANT. E gr J VAD •AHIy4AD ftjke `IV L '78592 anipallaa wail lb Pled& A.N. IS9131 • 4' 111ilbflNAND b 03 Z n O_ gF fi O iso u. 0 vE LI p a«;31 0 41 < :v lL tagia4(20 0 W lat N� 2 8 O a v 0 0 N g v -o 0 N 1 N_ 0 m v w IS �RRt i U J drowing no. WO1-20 (sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE LEAF 1/4" MAX SHIM TYP TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 0 FLUSH BOLT OPERATOR ON ACTIVE LEAF FLUSH BOLT OPERATOR ON INACTIVE LEAF (CONCEALED) INACTIVE LEAF LEAF WIDTH _#8 X 1" FH SMS AT 11' O.C. DOOR WIDTH EXTERIOR 1/4" MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 1/4" MAX. SHIM SPACE D.L. OPG. Avalifsus.Ir. 2-".0 0 'O'S SIDEUTE WIDTH #8 X 1" FH SMS AT 8" O.C. ?Eiigr" mAD • FSA 11 �m�if 70592 • , 353$ • TYPICAL ANCHORS SEE ELEV. FOR SPACING .63'6u COMP -ANL\W01-20DAC ) N C 0 .y L 6 0 C 47, .0 O N_ 6,1 N O 0 w V t u 0 .0 drawing no. wog -20 (sheet 4 of 6 (sheet 5 of 6 ) 4.000 .078 TYP. 1.500 2.125 L �-- 2.015 --�I FRAME HEAD/JAMB .5481 I_____I .265 .203 .272 -I GLAZING VINYL (SCALE 1:1) rt.:194 63 .062 TYP.-� WEATHERSTRIP ADAPTER .526 .062 .726 .334-3-T -I 1.058 I -- GLASS STOP 1.750--{ .078 TYP. TOP/BOTTOM RAIL T•- .875 .466 GLAZING ADAPTER (DOOR) 1.464 1.214 .250 r--.499 1 .470 GLAZING ADAPTER (SIDELITE) .500 2.177 1.375 .062 TYP. 4.000 THRESHOLD .250 .844 I--1.547-1 ASSEMBLY STIFFENER 1.827 .718 I I .625 SIDE UTE GLAZING BEAD 2.093 -1 1.656 .062 TYP. 4.156 2.281 SIDE LITE JAMB x.078 TYP. 1.750 3.999 HINGE STILE 1 1.750 .078 TYP. } 7 \ 2.070 J. 4.687 LOCK STILE r 2.125 .695 .125 #10-24 X 1/2" FH SELF DRILLING SCREWS 3 PIECE HINGE ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 SW -28899 3/DOOR FRAME HEAD/JAMB 6063-T6 - 2 SW -28900 2/LEAF DOOR TOP/BOTTOM RAIL 6061-16 - 3 SW -28904 AS REQD. WEATHERSTRIP ADAPTER 6063-78 - 4 SW -28898 1/000R THRESHOLD 6063-16 - 6 SW -28896 1/LEAF HINGE STILE 6063-76 - 7 SW -28901 1/LEAF LOCK STILE 6063-16 - 8 SW -28897 AS REQD. SIDEUTE JAMB 6063-18 - 9 SW -28903 1/CORNER ASSEMBLY STIFFENER 6063-T6 - 10 SW -29244 3/LEAF HINGE DOOR PORTION 6063-16 - 11 SW -29245 3/LEAF HINGE FRAME PORTION 6063-T6 - 12 - 2/LEAF 3/8" X 16 X 32" LONG THREADED ROD STEEL - 13 - 2/LEAF 3/8" X 16 NUT - - 14 - 1/HINGE 5/16" X 6" ROD STEEL PLATED STEEL 15 - 8/LEAF 1/4" SETTING BLOCK NYLON - 16 - AS REQD. GLAZING VINYL VINYL - 17 PW -101 AS REQD. BULB WEATHERSTRIPPING VINYL - 18 PB -8400 AS REQD. PILE WEATHERSTRIPPING - SCHLEGEL 19 SIUCONE PLUS - SILICONE DOW CORNING 20 5025 AS REQD. FLUSH BOLTS DELTA IND. 21 CP -8111 - ENTRY LOCKSET TACO OR WESTLOCK 22 #8X3/4" PHSMS AS REQD. ASSEMBLY SCREWS AT ALL FRAME JOINTS 23 DOR-018 AS REQD. GLAZING ADAPTER (DOOR) 6063-T6 - 24 DOR-017 AS REQD. GLAZING ADAPTER (SIDELITE) 6063-T6 - 25 DOR-019 AS REQD. GLASS STOP 6063-76 - LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS "HMO, iiiVIESs +114=swilli Mit AT TOP & BOTTOM OF EACH LEAF LOCK STILE loolitipmee r p 'U3 lesplratioes (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS atilt TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7-1/2" LONG WITH 5/16" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10" FROM TOP & BOTTOM AND ONE AT MIDSPAN Eng S JAY �DMIMAD \''FLA. PE/0592. CIA,.„3.538 • ;r. 13 1140' COMP -ANL\WO1-20DAC; c 0 N c 0 a L 0 0 v 0 .c 0 0 to N 0 O 0 m 0 •c c, no. WO1--20 FRAME TOP CORNER FRAME BOTTOM CORNER VM 9UC? Ntvi1 IlIle ed ~IIA IAt Ptoi Asesegyeees may, laiti ewe i DOOR LEAF CORNER ,� VA.—"."7U •AHt�IA8 'P6 70592 C.A.N. 398. r.. • r 1u» 0 0 a 0 t 8 co N 0 a a .a 0 v C a0� 0 8 fH N NN CO U A co B drawing no. WO1-20 sheet 6of 6 •01 I-ffr \41-4 1A) 1A) .mA\fig \)1N