Loading...
WS-08-309Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/06/2008 Inspector: Grande, Claudio Owner: MORRIS, BERNADETTE Job Address: 1066 94 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132050120120 Lot: Building Department Comments Replacement of 4 exterior doors none impact resistant. Also, panels will be installed for each door. Passed (9/ Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, May 5, 2008 Page 2 of 2 313106 Meicr 1 C-OVA ituk01) rfittd . AlOG f. Colin. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): I p ,� Owner's Name (Fee Simple Title L D l 1 tl '"\ t. r r% S Owner's Address 10 b 1U Q ((« e e 4- City Mi etej State Tenant/Lessee Name Permit No. WS b 9 Master Permit No. Phone # 30S -9? R- 9: s (cl 1v f A- Zip Job Address (where the work is being done) 33118 Phone # 1066 NE qLi <II S4rJ City Miami Shores Village County Miami -Dade FOLIO / PARCEL # pl 3ZoS 6I2 bI2-o Is Building Historically Designated YES Contractor's Company Name dti14( t+ . NO Zip 3313 Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Tmir'1'41- De")S 3 31° :le° 1.1/NO Value of Work For this Permit $ ,`!- • Square / Linear Footage Of Work: `(3 ((0 . ° O S-0 o , 4t° 51.x - 5 '44 41,®• ° a Type of Work: Describe Work: Addition OAlteration [New br Repair/Replace [ Demolition el por t I7 (-.$ ?- v+.tf& 0D?,0- 7 - v L e 1. ,.A i/k SA u+ r * * * * * * * ** ***: *** * **** ** ** ** ********F x�x�x�x� :�x*** ** *** * * * * ** * * * ** *** * *�x ****�x�x�x **** Submittal Fee $ _ Permit Fee $ L 80w6,1=- , Notary $ Scanning $ Training/Education Fee $ Radon $ Bond $ Code Enforceme Structural Review. $ D CCF $ CO /CC Technology Fee $ 5� Zoning $ Fee $ 'Dial Fee Now Due $ C(k 21-°4- MIAMI SHORES VILLAGE See Reverse side -* 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 inspection which occurs seven (7) days after the building permit is issued. In the . absence of such posted notice, the inspection will not approved and a reinspection fee will be charged. Signature AIL* Signature Owner or Agent s- Contractor J The foregoing instrument was ackn ledged before me this -2, ' The foregoing instrument was acknowledged before me this day of d dA 20 ®7 , by ® I ® tee. M O I',N3 , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced lit 'S el.SZ As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: &1'(r.i liGut Notary Public State of Florida Erica Hare 04% My Commission 0D453395 'of a Expires_ 47121/2009 My Commission Expires: -1- ZI -Orl APPLICATION APPROVED BY: (Revised 07/10/07) as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning • nw IMINNIMM MUNN MINN nmow .:.u, MIAMI-DADE COUNTY r °"r• c 1— ,0 �c-4 1' G _r -a * 5 x tl m rG 07 a: W ra.-J MI 0 '-e Cr� r i 5. Surety =' a. Name and address: rC 4J 07 Ca CC I.D b. Amount of bond $ z, c. Phone number: raccW p r . ,:: u: 6. Lender r-'- w a. Name and address: :3 _J This Instrument Prepared By: Name Address okn Morr ►S j A. iMf , .3 c o 6 6 ova 9 �t S, Permit No. tsv S 0 2 .3 0 STATE OF (— rt COUNTY OF y 4 Q NOTICE OF COMMENCEMENT Sl,fs�.r F 33138 Tax Folio No. 1, 32_ oro(20 l L o THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Description of property: legal description of property, and street addres • if available) , • t o b Ai a t{ S. +r 4, t t �.r-t t I. etc.(' FL 33 / 3Z' 2. General description of improvement: (� 1 n A/ Liss fiaorS RC1lace_ C— xtr4>AJ 600Cr 3. Owner information M i r S a. Name and address: 0 0 i t rl Ss-trite-4 m , c ] i- b. Interest in property: r 0 b 6 N C c 4 r` i "it J i L ores, T t-- 3$, 3e c. Name and address of fee simple titleholder (if otl r than owner): 4. Contractor: a, Name and address: b. Phone number: b. Phone number: N //4-- o i ^ ®S's S 3-44/ �C 333 /066 ivt e i S-fr , f1 r t 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: a. Name and address: b. Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: -a. Name and address: b. Phone number: 9. Expiration date of 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 of Owner or Ow is Authorized Officer /Director Partner /Manager . C oC�rt. 64frl.S Signatory's Title /Office Th fo�Q�o�ing instrument was acknowledged before me this !D' day of ""* Y�Cti, (name of person) as ( authority, ...e.g. officer, trustee, attorney in fact) for behalf of whom Instrument was executed). t .3ioS�Yek�. MONICA LISSETH DIAZ • ;, MY COMMISSION # OD 483995 EXPIRES: October 20, 2009 Bonded Thru Notary Public Underwriters o . (year) by (type of _(name of party on Signature •f No ,, a of Florida Print, Type, or Sta ssioned Name of Notary Public Commission Number ��7 Personally Known or Produced Identification /l•! suantto Section 92,525, Plorida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above SUITE OP FLORIDA, wpm OF D DE 1 HEREBY CERTIFY Oat Mk fs . cepy ofdf6 Miami Shores Village Building Department Date: h - /AB Permit No: RC- 10050 N.E. 2"d Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 08- 3o? Job Name: 0/146 Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors or hurricane shutters. Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. o -rfee s)) 416,4 £ k* 13c o - 1, icy ci sr.�d7; 7 6 /2. /9, O3 ,4- 4)44 NO) P "21 /4 owe-5 o G Claudio Grande CBO ?cioA it_ A Sod ii#4er 305- 795 -2204 ••• • • •• • •• •• • • • 4 • • • • • • • ••• • 4 • 4 • ••• P • • • w•• • • • •• •• • • • • • • • • • • ••w • • 5. J understand that as an. owner-builder, that any contractor disputes with sub - •. • cintiraciors+ and• nhsel'triust be handled in a civil court with the- aduise of an .4orne, ,tt/yThedepastinenf will not mitigate'any contract disputes. •• ••• •• • • • •• • • • • • • •• • • 0 • • 6', J u Qetstkn•d. th &t ;f isoompensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed Company-or person. Initial Initial a)/ 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I.could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my-property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 1. S� day of By Initial 0_44 20 O g who was personally known to me or who has Produced there License or YtAT" L(Enx OWNER as identification. os�► Notary Public State of Florida Erica Hatrt e ? 1 My Commission 00453333 arO Expires 07121/2009 • • ••• •- • • •• d •e •• • • • •• •• • • • • • • • • • • • • • • • • • VILLAGE OF MI IMF SINHAS ER BUILDER DISGLOSY1dtE St' 1TPM.Eg' ADDRESS: 10 66 NE • • • • • • • • • • • • • • -2I- 08 • • • w•• • •• tit • • • • Do hereby petition the Village of Miami Shores to etas &Fowl' contradior put suant 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 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 efnplgyee, 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 hold title to the above property and I am planning on doing this construction 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. :I have an understanding of the 2004, FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial, 6--7 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code only if the structure meets the minimum code. Initial • 000 • • • 000 .. .. • . • .. .. • • • • • • 000 • • • . • • • • • • • • • 000 • • • • 000 • • • • ... ...• • • • • • • .... • • • • • • •.• •.. • • • .. ... .. • • • . . . . . • • 0 0 000 .. SUBJECT TO COMPLIAN IVY( VH ALL FED AL STATE AND COUNTY RULES AND REGULATIONS J Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /066? 91 Permit No. b t-3 Opening Description of Window ID or Door or Mullion Product Acceptance umber Product Approval Design Pressure () PST - 12 '.0.3 - 2_ ' o 0 0 Opening Design Rough Opening Pressure Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No ±) PP (a PSF V '!C AIIMAI M • r - S ` Y Big YES VES • • • • • •• • • ••.• •• • • • • l •• • •• • •••• V- •••• • • • • • • • •• Mb • • •• •• • • • • • • • • •••• • • • • • •• • Loos )- (( - So i 'k (ore 61A SS •• • • • • • • • • • AIIAII IA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Therma -Trn Corp. 1687 Woodlands Drive Maumee, OH 43537 SCOPE: • • .. •. • . • • • • • • • ... • • • ... • • 0.00 .. • • • • • • • • • . •. • • • • • • • • ... • • • • ••. MIAMI-DADE COUNTY, FLORIDA • �•ME'iiO -DAti FaGLER.131,111 LTG .140 iViiSt FLAGLBIZ mixer, IlUtTB 1403 • •. • MIZMJ, ithiRIDA'331364363 (305) 375 -2901 FAX (305) 375 -2908 .. • • • .. ... . • • • • 0•I • • :': :. ▪ • • • •. • • • • • ... .. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Classic Craft" 6'8 Ontswing Glazed Fiberglass Doors APPROVAL DOCUMENT: Drawing No. 8 -2161, titled 'Classic Craft Y4 Lite" Single & Double Outswing 6'8 Fiberglass Door", sheets 1 through 9, dated 11/05/01 with revision #1 dated 2/5/03, prepared by RW Building Consultants, Inc., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. TERMJNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 01- 1219.03 Expiration Date: April 03, 2008 Approval Date: April 03, 2003 Page 1 Therma-Tru Corporation • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SiBB111ITifiD• • • (For File ONLY. Not part of NOA) • "' "' • • • • • • • • • • • • • • • • • • • • •••• ••• • A. DRAWINGS ••••••• • • • • 1. Manufacturer's die drawings and sections. • • • • • • • • 2. Drawing No S -2161, titled 'Classic Craft 3/a Lite" Singl$'& Dotible Oatswnrg . • • • 6'8 Fiberglass Door, sheets 1 through 9, dated 11/05/01 with revision #1 dated 2/5/03, prepared by RW Building Consultants, Inc. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of a outswing and inswing fiberglass glazed OXXO door, prepared by ETC Laboratories, Test Report No. ETC -01- 741 - 11194.0, dated 10/22/01, signed and sealed by Mark D. Passero, P.E. Addendum letter dated March 8, 2003 also signed and sealed by Mark D. Passero, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Lyndon Schmidt, P.E., dated 12/26 /01, signed and sealed by Lyndon Schmidt, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1120.07 issued to Therma-Tru Corporation for "Therma-Tru "Fiberglass" Door Skin" dated 1/17/02, expiring on 1/18/07. 2. Notice of Acceptance No. 01- 1120.08 issued to Therma-Tru Corporation for "Therma -Tru Series'BTS, TCM, PVC, SMC" Lite Frames" dated 1/18/02, expiring on 1/18/07. 3. Test report on "20 and 90 min. vertical full scale "Fire Endurance and a Hose Stream Test for Door Assemblies" per ASTM E -152 for steel door with polyurethane foam core, prepared by Inchcape Testing Services, Warnock Hershey International, Inc. Test Report No. 6721 dated January 1994 E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 12/14 /01, signed and sealed by Lyndon Schmidt, P.E. 2. Letter stating that Mr. Rick Wright has been contracted to represent the company as a consultant, dated 4/16/01, signed and sealed by Steven Kepler. F. OTHER 1. Letter for San Martin Associates, Inc. E -1 Manuel Product Control NOA No 01 -1 Expiration Date: April 03, 2008 Approval Date: April 03, 2003 • • • • • • • • • •• uffisthAltProemstwfaeissitipAteaounzwarhour BIDELMEITSPINSULATED FIBBRE. OOAMTHIVOODFRAMES •• • • • 1i CDS PRODUCT IS DESIGNED IQ i-0MPLY WITH FLORIDA BUILDING CODS • • • BUC/ft B'P OTHERS, AMP P 49E ANCHORED PROPERLY TO • N LLOjDDS TO gTNHCE�spn�QTj1NE.py� Tp g�SE 341 S14ALL"BL•' AINgS NN1 ll"IiF.S511d R Sit/CCO MATERIAL 4. DESIGNED FTNEssTik mu. sets* BLE PAGE 1. . °IRIS PROP Mil= THE Y114TER REQUIREMENTS FOR HIGH VELOCITY r ZONES' WITH THEE�USSEEpOOFF THE HIGH DAM BUMP I i'l•��'' '`'_' 4d 41111 S WIND O E DEBRIS EXTERNAL PROTECTION 6. (k s, AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SOME OR DOUBLE CONFIGURATION. REST 7=i1A115Vman I TFmeB G SS 51" erg (MC) skin 0.105' min k., dN D; eet Po• 0yuethminne gam sorb s can% by B P Tha stilly Is lifieidwith 1.9 ' ►! ' BA and a are Int LSL 1m I i re 4,it 11493614 In the latch __bottom rag N with co d a�n are of a wood astragal of 6060 -16 alIchc ,..,.. .. nF+,..Kt,r The framejs constructed from finger jointed r�i� �jy, side x 1.1 thick Tiro header Is joined to the side JOT d toll lsg km6s l 1Bgo. 1,20.,?..... Pe►mgi Pkts at egch side. The means are together in a sidellte application use j8 P F1 pad s 6 4.orb x . The u uses on SWC l a - 0A 5 27.5' wile x 50.19' high secured x 1.75' Pan Head Screws. The frame are sealed with silicone caulking (flow 795) to panel and to the glass sldel @e cure: SIC iJp Lite with the yield strength Fj(mia)- 6,200 psi & TUC Lip L8e with the yid Fy(min.)- 4,674 psi - OA size is 9.135' wide x 65.85' wide secvrei w/(1�6) x 1.75' Phillips Pan Head Serena. The frame are _ sealed with e 9 tbow 795) to Waite petrol and to the Razed - The Oddly sash face panels am molded to receive the In�f s. The ,tlass Is attached to the Welts face sheets with same glazing compound (Dos 795). TABLE OF CONTENTS SHEET # DESCRIPTION 1 2 3 TYPICAL ELEVATIONS & GENERAL NOTES VERTICAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS 4 5 HORIZONTAL CROSS SECTIONS & NOTES ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS 9 BILL OF MATERIALS & UNIT COMPONENTS 1 BiNGLE OU WNG UNfff� r 74.5' MAX. OVERALL 36.625' MAX. M- PANEL WIDTH --I I W /ASTRAGAL I 0 tt 105.5' MAX. OVERALL FRAME WIDTH 36.625' MAX I W /A WIDTH W ASTRAGAL I A 21 -1/B4 MAX. D.L.O. !(m'.) 0 t i DOUBLE W /SIDELRES OUiSY6NG UN[ OPRON B W/ SURFACE BOLTS FRAME WIDTH -1 ALUMSSEE MS SEE DETAIL SHr 3. MAX OVERALL d`iO 21 -1/8' I 68.5 MAX D.L.O. i 0 21 -1/84 MAIL D.LO. F /') f tom DOUBLE OUTSWING UNit o° ° SINGLE W/ OPTION 8 W/ SURFACE BOLTS 0 15.5' MAX. FRAME WIDTH 13.9375' MAX WIDTH 7.125' MAX. D.LO. WIDTH UP UTE 7.0- MAX D.LO. WIDTH INTEGRAL UTE (TYP. FOR BOTH SIDEUTES) V -E! t WIDTH --i • - 6 h AL via 47.19' MAX. D.LO. vik W4 1St I / i . s _ .L, ,,.' i.:..:1.,:'," •7d1 d` c� t ". 1 ,. CV i +47.0 PSF IT- t1 t OPTION II WIiH SURACE BOLTS & WINDJAMBER II ASTRAGAL +70.0 PSF -70.0 PSF - DESIGN PRESSURE RATING _ / i . s _ .L, ,,.' i.:..:1.,:'," •7d1 d` ' OPTION 1 W /OUT SURFACE BOLTS +47.0 PSF -47.0 PSF OPTION II WIiH SURACE BOLTS & WINDJAMBER II ASTRAGAL +70.0 PSF -70.0 PSF I Ali 40,4 15.5' E MAIL FRAM WIDTH 13.9375' MAX WIDTH 7.125' MAX. D.LO. WIDTH LIP LITE 7.0' MAX D.LO. WIDTH INTEGRAL UTE (TYP. FOR BOTH SIDEUTES) SAL Dan 11/05/01 swan N.T.S. ova an WIN set. ea RW DROPS NO S -2161 SIKEr _L L L`ROSS SECTION OUTS WNC DOOR PANEL W/LOW PROFILE THRESHOLD �pS THRESHOLD NOT FOR USE WHERE WATER REQUIREAULVT IS NEEDED) 0 t CROSS SECTION 2 DOOR �PAWL � RUR• EN S EQTHR NOLDD WAR THE CROSS SECTION 42151222-2EMNIDELITEPANa IS SHOWN W/IHE O CRAFT. R.M. GLAZED & 3/4' GLASS 0 813.859.8187 was 11/5/01 SOLD NTS owa. can WLN nea. aIn RW PRODS NW S -2161 • • • • • • • • • •• • • • • • •• • • • • • • • • •• • •••• • •••• ASTRAGAL RET NER BOLT 8A' LG. TOP • • & BOTTOM (2) BOLTS • • AT•TOP de (2) AT BORON • • • • • • • INACTIVE :e � . a • a.:i" / • A Ti ■ .. 4, 4h • • •••• (OPTIC 1) © • •,:;/••Al:. •:■••:� 14.11•, 0 MULLION O 0 SIDELRE TO BUCK 4 00111111] a • a.:i" / • DETAIL A• (OPTION 0 SURFACE BOLTS) ip Y7 Z 1 U1% BUILDING 813.8899197 Ma .11/5/01 SCUD NTS LINO. im wtt a6 Bn RW MANG 1104 S -2161 .25' MAX. SHIM SPACE • •• • • • • • 2 "a .25" MAX SHIM SPACE SEE NOTE 7 SHT. 4 • • W°••••• ii 1.15' MIN. NOTES: EMBED1. THE SIDEI.RE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHUTS WITH SWNE GLAZING COMPOUND (DOW 795). 2. SPACING FOR #8 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE D0OR IS AS FOLLOWS: FROM THE TOP DOWN 1 , 3 , 5 , 18.25 40.5 , 59.25. 74.25 , 76.25' & 3. THE HEAD JAMB IS ATACHED TO THE SIDE JAMBS WITH (3) O8 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 4. TH THRESHOLD IS ATTACHE) TO THE SIDE JAMBS WITH (2) 18 x 2.5' P.P.H. WOOD SCREWS AT 80111 SIDE 5. THE SIDELITE IS DIRECT SET 1NTO THE JAMB WITH (12) 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT EAH VERTICAL JAMB. FROM THE TOP DOWN AT 6.0 19.75 , 33.5. 47.25. 61.0 & 74.7'. THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME THEE ARE (2) AT THE S1LL. 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP MID UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' 0.0 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A /8 x 2' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELJTE AT THE MULLION USE A 110 x 1 3/4' SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.04' DUI. WIRE BRADS AT 2' FROM EACH END A MAX. OF 12' 0.C. .15' MIN• ( HORIZONTAL CROSS SECTION C —SINK O4 HORIZONTAL CROSS SECTION .15' MIN. ,1 HINGE JAMB TO BUCK, C —SINK 1.15' MIN. EMBED. SEE NOTE SHT. 5 SEE TE SEE NOTE 1 SHT.4 _ J � �• oao 0 0 Wit JWTERICR ▪ ae Wo1id NOTE 6 .1 1••°i. ..• • • • • C • to Q. SEE NOTE 9 THIS SHT IItEk . • : r • .1 :. most- `14H/ O STRIKE JAMB TO S1DELITE i 4 "0Z 813.859.8197 i y�l wHbth, lf3c WM 11/5/01 SAM NTS ura 9e WLN 04L en RW DIUMBN NO 5 -2161 BBIZEr OF -9- .. • •• • • •• •• • •• • •• • •• • •• • • • • •• ••• • ••• ••• ••• • •'SEE NO SW. 4• ••• • ••• • ••• ••• SEE NOTE 7 SHT. 4 • •• • • • • .••• ••. 3 "- 4 _ 11 13 TYP II •• 1 I.1.i • •• • •• • • •• •• • • •• • •• • • •• • •• • • • • • •• •••• • •••• • • •••• •••• • • •••• • • •••• '3• •••• L • _1• • •••• • •••• • ••••10 • N •••• • •• •4• • De • • • D • • • • TYP! SEE DETAIL 'E' SHT. 5 TYP. • • •• 1.• •• •• SEE DETAIL 'V" SHEET 5 • • • s;• • •••• • • • 9EE DETAIL G' SHT. 5 SEE DETAIL 11" SHT. 5 J' 1 51 1. r Ohl IN I 3' 8` —y L. 6' 13 TYP. € SEE DETAIL SHT 5 — 51 r TYP. SEE DETAIL 'H' SHT. 51 SEE NOTE 3 SHT. 4 SEE NOTE 4 SHT. 4 DOUBLE DOOR 3' "6" SEE NOTE 3 SHT. 4 I0 SEE DETAIL SHT. 5 / 1 1 — 1 1 i f` rI /SEE NOTE 6 SHT. 4 \ TYP.€ II — AI` --l. .i- 51 TYP. --.. 1 TYP. 3' --I 3' 6' 6" . B. 3' SEE DETAIL SHT. 5 TYP. ' --I 3" L SEE NOTE 3' S2 4 SM. 4 TYP. SINGLE DDDR W /S!DELI iD 7 I§ IN: 813:859.9187 Dpe 11/6/01 sDUF, N.T.S. •••. Ste WLN aac •n RIM awwo •oe S-2161 • •• • •• • • •• • •••• • •••• • •••• • • • • • • • •••• • • •• • •••• • •••• • •• • • • • • • OL5" GLASS • ffITE • •••••SE NOTE 1 • •••• THIS slur. • • •••• • •• • • • • • •• x 1 3/4" 1/e STEER INTERCE r•SPMER • • •• • •• I3I 13„ 31.43D • CLASSIC •GRAFT' TCM LITE FRAM (SIDELITES ONLY) 0.5" GLASS SEE NOTE 1 BITE THIS SHT. 1/8" TEMPERED GLASS 1/4" AIR SPACE GLASS TEMPERED #8 x 1 3/4" PPH 3/4" STEEL INTERCEPT SPACER .0625" THICK DOW 795 GLAZING COMPOUND I-2 1/8" TEMPERED GLASS 3/4' AIR SPACE 1/8" TEMPERED #8 x 1 3/4" PPH GLASS 3/4" STEEL INTERCEPT SPACER 1" INSUTATED TEMPERED G,L GLAZING DETAIL SHOWN W L S O .0625" THICK DOW 795 GLAZING COMPOUND 0.5' GLASS BITE SEE NOTE 1 THIS SHT. .0625" THICK DOW 795 GLAZING COMPOUND 0.5" GLASS BITE 3 o 1/8" TEMPERED GLASS 3/4" AIR SPACE 1/8" TEMPERED GLASS 1" INSULATED TEMPER GLAZING DETAIL SH WN W "CLASSIC CRAFT' SMC LRE FRAME (REWIRED FOR DOOR PANEL) .0625" THICK DOW 795 GLAZING COMPOUND SEE NOTE 3 THIS SHT. 1/2' STEEL INTERCEPT SPACER 1. THE 27.5' x 50.19' DOOR LITE IS SECURED WITH (16) 18 X 1.75" PHILLIPS PAN HEAD SCREWS THE SAID STILE ANCHORS WERE LOOCCAATEDRAT 3.0 313.214.75" • 23.6625D 24.5' 75 AND 44.1 SIDE. FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM UP LITE ARE SECURED WITH (16) 8 x 1.75" PHILUPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125" FROM EACH END SIDE STILES FROM THE TOP DOWN TOP DOWN AT 5.5 ", 16.5 ", 27.5" 38.375 ", 49.375'1 AND 60.375 ". 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 1/8" TEMPERED GLASS 1/2" MR SPACE 1/8" TEMPERED GLASS X3/4"" INSULATED TEM W GLAZING DETAIL SHOWN "CLASSIC CRAFT' INTEGRAL GLAZING (SIDEUTES ONLY) 6 0 me 11/5/01 SOUR NTS wn •n WLN alt. Mn RW IMMO NW S -2161 s•sr Z crZ • • • • •• • • • • • • • •• 4.03' 3 RED �•.� • OAK CAP • •• • • • • • •• •fir. eCH SIDE STILE CORE LATERAL LVL OR LSL • • •• , •••• • • �- -1.54" —.4 42 S1DELITE TOP de BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.47' ---•( II •III CC BO1TOM RAH WOOD COMPOSITE I-- -1.O77 --•I m 1 — 1.54 " —'1 SIDELITE BLANK SIDE STILE 36 FINGER JOINTED PONDEROSA PINE r----1.47" 1 u L 0 0 0 J 4 x 4 STFFI DOOR HINGF .39" RED OAK CAP O � I �I l■--1 46" --y CO HINGE SIDE STILE CORE MATERIAL LVL OR LSL ALTERNATE CORE MATERIL PONDEROSA, RADIATA, PULAL ELLIOTT6. TAEDA OR SUGAR PINE DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. 4.615" r-- 2.203' 0 OUTSWING BUMP FAQ ..ALUMINUM/WOOD THRESHOLD .050" WALL. TYP. 1Pic u9549 91G 813.659.9197 Dm 11/6/01 SCIF+ NTS 965. B# WLN *. a• RW S -2161 szErA_ a_9_ ThERMA TRU CORPORATION 1687 WOODLANDS DRIVE MAUMEE, OHIO PH. (800) 537 -8827 �• • • ' • • • • e• e x • • • ., 1 [y i • '/.lV477i^,/ 4 4. `1 riaili r lith' .592° ©• 77 . F s . rLur1 I] ,.. ,IJ • i I.' 1.Ng117 , 1NZ 11 0! .d1 ,1@, I T ill a 1- 4. ,. t 1 x . . �' �. 110" 4.4:', -4 i,'l7 :- !.71161 K TT- r. r. ,.. , N VI�I 0 T, 1 ar 1191 POI. RLRMANE F. BASF •1.916s. ' ENS— M I oo CSI ASTRAGAL RETAINER ROLT Ir1 0 0 7Y,,. .1Y.r,l;Ltl,i gJi7s.�}�r� "1 '•- •d• IIi17:1�r�1a0j , • '..� LONG REACH CO. I". xti:,, . BEA 1i •.. •, ' ] 1681 16 C1 n , 1411753II a• 1• as MATERIAL: C/R ROD ZINC el 1_ I T1F �i Ir "L 611y..e to Frame]♦IMIIIIE7►aa912. & YELLOW CHROMATE 10 x 1 LG PFH W�0:0• CREW Wrr.' O .179" �_ �k .a.tc:.1i A4;- "ii■mmiy►x� Itt1NOT a' LONG REACH COMPRESSION WEATHERSTRIP ® . • `1.11 l„ 1•' raair 7,y 3:71'5, . • , FOAM CELL CORE W/VINYL JACKET �— 3*----1_71. �§ , aio oa `• 48 N r o t 1 TIM I911�'C . . WOOD rill K KWIKS.x 700 a•, }. E LOCK 0 ��� iIJ •[ '1 5x• �f 1 �ii.R73311• ER6W -TRUE ' 1 ' 0OD • 0 MI HEADER • x 1.1 •:lIi.3P'*(.'",SliiJl:cdin,7.ii I .000 ® . , N N t 1.158° ® 591' 1N�1 (irla�i.7.1�r'111•i7R'.l2l:14. iUi78 1 �•, ® KWIKSET TITAN 700 SERIES DEADBOLT O IIF�►r.�:t�: 7 ALUM. 6060 —T6 DRILL TRU FOR IN A #8 PFH WOO • DRILL TRU FOR ID SCREW 2PLCS DIA. ASTRAGAL ® ©2 INSULATED a. PERED GLASS m NOT USED 0 Fi7r' ..357" RETAINER BOLTS 1 28 Fly PLASTIC UP LUTE • ..1 12.;. -TRU " „ SMC K WINDJAMBER 0 WREAT STRIKE PLATE O 35 "-1 F°- •, :;,,,�' ? ; %';7, r z71...i 0 NOT USED COMPRESSION WEATHERSTRIP _- mD8 THK. CELLULAR GLAZING TAPE &iI. ,1tO BY THERMA -TRU FOAM CELL CORE W/VINYL JACKET © , , , A.A_.. oa I T COL MOLDING mi; •bl'i• 1- - r- ti/ RETAINER BOLT Ecikimi P411l4 !,•, TRU 1.54 x PONDEMSS4 all OOD �, , �N Ea r Ir rNwr4 LG. WOOD SCREW 0 .1 • IL AIL2,1212.!"aT+S 7lill= WOOD • J ',C ni I rr ;I.Gtia:a.' i1;GIs.�.7.7 • . I ! 112111ELIKTARIMIIIIIIIIIWI277511 Cif — . • , NOT USED N IfE1 SDBAE LDP & NNW PAL ': , r, 1 x z null F 8 x .2 LG. PFH WOOD SCREW MIN j r' 0© 6 SEX BO T MINEITAIM --I 1767" I ✓L 813.859.9197 810.0'10 ax:, 45 IVES 454 8" SURFACE BOLT STEEL 46 ,rc r n 1 and aT, `Ir'rr- .y with :;d : . : • FA min. 4,674 ..,; iC Val raMMY 4 PPH SCREW FOR REM 28 & )1♦■ Q MMIEMINI IMO COMPOSITE ma& 11/6/01 0 GLAZING 1 INSULATED TEMPERED G WINDJAMBER 1I WR681 24 Approved an onsplyiasekb the " Orb.._ 1C/ E IMIEMEMIT 4 INSULA a' TEM FRED GLASS ASTRAGAL TYR) 50 CC BOTTOM RM. (1.50' x 963' LIMN -TRU MOD CWD IfQ (ALUMINUM .052" WALL WW cm we RW ®©Lii ri L• � q'a� MIME .+∎ •, C ' 4 B.07 LAIC LB's- i dlli , B7 % / /._o_,trc/Md.., / OWING ,7r S -2161 • • _,9,_a•A_ MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 SCOPE: This NOA is being ssued under the applicable rules and regulations overran the use of d' g� aPP� � governing �? - •. 11 I. 1--1 r - :., \4 sr. toes . •1m• Dia 41``..11 .-•'• by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 1800 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01 -64, titled "Series 1800 Alum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by Al Farooq Corp., dated 9/17/01 and last revised on Jan 30, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small. Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state aafd • • • • ..... following statement: "Miami -Dade County Product Control Approved ", unless otherwise i otec}'herein. •••• • • . • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed an 4ig q,has 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 pr chafe in the ..... • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endsoileffient of any. . ..:.. • product, for sales, advertising or any other purposes shall automatically terminate this NOA. duce to comlfly: .... • • 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, Flbricl'a, end folltnted,by • ..... the expiration date may be displayed in advertising literature. If any portion of the NOA isdisplayed, theii'i4 •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 # 03- 0805.07 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 I. Chanda, P.E. c E: l 260 Pm momo-- m - -- -ro s-- - ®v -- MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -290L CFA (i,30. www.b>dfg NOA No 06- 1229.03 Expiration Date: January 03, 2012 Approval Date: February 21, 2007 Page 1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 03- 0805.07) 1. Manufacturer's die drawings and sections. 2. Drawing No.W01 -64, titled "Series 1800 Alum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by Al Farooq Corp., dated 9/17/01 and last revised on Jan 30, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 03- 0805.07) 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 marked -up drawings and installation diagram of a aluminum French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum french door w/3 -point lock, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3389, dated 6/25/02, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations & comparative analysis, prepared by Al- Farooq Corporation, dated 12/13/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Anchor Calculations & structural analysis, prepared by Al- Farooq Corporation, dated 8/28/01, signed and sealed by Dr. Humayoun Farooq, P.E.( # 03- 0805.07) 3. Glazing Complies with ASTM E- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTn 1CATIONS •••• • 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact tolass 2iolditg; • • L.L.C. for "SAF GLAS ", expiring on 12/16/07. • • 2. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass Intarativnal Inc. f • or "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/0$ • •' . : • • • • 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "S•ai% " • • • • expiring on 05/21/11. • • • .' ' • • • • F. STATEMENTS Statement letter of conformance & "No financial interest ", dated 12/13i 6, sigh l..' and sealed by Dr.Humayoun Farooq, P.E. • . • 2. Statement of laboratory compliance, as part of above referenced test reports. • • • . • G. OTHER 1. This NOA revises & renews NOA # 03- 0805.07 expired on January 03, 2007. 2. Test proposal dated 01/13/05 approved by BCCO. (134a1 Is� Chance P.E. Product Control Examiner NOA No 06- 1229.03 Expiration Date: January 03, 2012 Approval Date: February 21, 2007 E -1 • • •• •• • • • • • • • • ••• • • • BUILDING CODE COMPLIANCE OFFICE:BCCV); PRODUCT CONTROL DIVISION • • ••• • • .,--• • • • ••• NOTICE OF ACCEPTANCE (1\444.): JM Steel Corporation • • 1050 North Steel Circle •. • • • Huger, SC 29450 • •. •. • 5• • • • • • • ••• •• E _ rIVE MAR 0 4 2008 A METRO -DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buiidinacodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated March 13, 2006, last revision #0 dated March 13, 2006, signed and sealed by V. J. Knezevich, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 NOA #041221.03 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by He / my A. Makar, P.E. t-€7,,ta„ NOA No 05- 1006.03 Expiration Date: 04/07/2010 D 6 /o f 2-0 o 6 Approval Date: 06/01/2006 / Page 1 JM Steel Corporation • . ... • • • ... • • • • • .. .. • .. • • • • ...... • • • • • • • • • • • ... • • • • .. • • ..• . • . . .. • .... .. . • NOTICE OF ACCtPJ NCE: " EVIDIi1V4E SUBMITTED • • • • . . 1. EVIDENCE SUBMITTED .1■A •$REYIQUS A.RPROVAL # 04- 1221.03 A. DRAWINGS • ''''''' • 1. Drawing No. 04 -324, title4 " J. (129 ; lbil tt i gd d el Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton - Tomasetti Group, dated December 16, 2004, last revision #1 dated March 11, 2005, signed and sealed by V. J Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.029" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Report No. 04 -015 FBC, dated October 31, 2004, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 0.029" Galvanized Steel Storm Panels Calculations, Sheets 1 through 58 of 58, by The Thornton - Tomasetti Group, Inc. dated December 16, 2004, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from Certified Testing Laboratories, Job No. CTL -0686K dated October 26, 2004 for 0.029" Galvanized Steel Storm Panel, tested per ASTM E8 -93, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton - Tomasetti Group, dated March 13, 2006, last revision #0 dated March 13, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Revised wood anchor Calculations, 6 page, by The Thornton - Tomasetti Group, Inc. dated September 16, 2005, signed and sealed by V. .1 Knezevich, P.E. E -1 Helmy A. Mahar, P. E. Product Control Examiner NOA No 05- 1006.03 Expiration Date: 04/07/2010 Approval Date: 06 /01/2006 JM Steel Corporation ▪ ... • • • ... .. • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • • ... . • . . • . • • • • • • • • • NOTICE OF A iJ PTAN3 E : ": 14I IENCE SUBMITTED D. QUALITY ASSURANCE .0 ' ' " °' 1. By Miami -Dade County Bu1ddng Bode fglianceOffice. .. .. • ...... • E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Contract for sale of assets. 2. Quality Assurance Manual by Smithers Quality Assessments, Inc. E -2 A-� Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 1006.03 Expiration Date: 04/07/2010 Approval Date: 06 /01/2006 m formotton: P: \FU \Projj LABEL LOCATIO 2.00 062" 2.250' .060" .00" MAX. 2.250" o e 1 OSTORM PANEL SCALE . 3" = 1' -0" 11.125" TYP. a 0 o a o lV T J 1.00" MIN. 1' 5.00" MAX. 1, 3.385" MAX. .090" .177" (TYP. SEE NOTE/ No. 10 6.000" COVERAGE 8.332" 1L1 HALF STORM PANEL SCALE 13" = 1' -0° .376" N 0 N .05 2.250" 057' 0 0 0 /4 -20 MACHINE SCREW5112" O.C.ISTUD DIRECTION MAY E REVERSED) .125" TYP. N 2.000" 375" 1.2.000" 375" 2.000' OIf HEADER -0" O °U° HEADER -0° 6;) BUILD-OUT °U° HEADER SCALE 1 .749" MAX. MAX. .188" -.290" 655" -.640" 320' 1750" OANGLE O BUILD -OUT F -TRACK SCALE . 3° = T -0' SCALE . HALF SIZE GENERA. NOTES; O°F° TRACK SCALE s HALF SIZE EVOLIVEISAhle YST PPL N (t� pB HE g� pp 2. PRODUCT. WEOIDD LOAD DURATION FACTOR LddE7 6 WAS USED FOR WOOD SCTREW DESIGN gRE -gl aS IN ACCORDANCE WITH THE (i I NTNG SoraD 60V ING 4. UFOggRE p51p7E7-HSgPEgCIpFIe A�PyPLpILCApTI�OUNMOgFp�THSIS SHUTTER SYSTEM.CLUDE INFORMATION 5. 6F 1'HE FLORIDA ADMOJISTRAOTIVE CODESHALL COMPLY WITH CHAPTER 61515 -23 6. aT^ P NSW .440" 41. 8 N (RAMAC 3 ALLOY) BF -TRACK O WING NUT SCALE s HALF SIZE SCALE s HALF SIZE e .376" .190 `S �.w•a 'O eal l'A11t r.090° (TYP.) 1/4 -20 MACHINE SCREW WITH 7/16" HEX HEAD 452° 2.00" } [LEG DIRECTION IS OPTIONAL (.11) °F ANGLE - TRACK SCALE s HALF SIZE .655" .250" /4 -20 MACHINE SCREW5112" 0.C.(STUD DIRECTION MAY BE REVERSED) ; 090" TYP 2.00° MIN. 5.00' MAX. // 0 STUD ANGLE ��.• SCALE s 3" 0 1' -0" XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4" MAX. 0 OSTUD ANGLE SCALE . 3" = 1' -0" FASTENER 05 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) MAX ALUM. ANGLE 4 CLOSURE PIECE ai •••• 1" x 2° x 0.125" MIN. TO • • 2" x 5" x 0.125" MAX. • EXISTING CONCRETE• • W BLOCK OR TRAP MOUNT CLOSURE DETAIL MA* • • .704 FRAMING.6EE • ANR ECHE% BASED • • • •Ol4 JYPE OF 5T TUEG SCALE. 1 -1/2° = 7 -0" OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO BUILD -OUT DISTANCE ( 0 CLOSURE ANGLE REWD) 1/4" MAX Lmax.. SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE. 1/4" = 1' - 0° WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN 7. ANY MODIFICATIONS OR ADDITTION�pS TO THESE APPROVAL DOCUMENTS WILL VOID 8. WHENAPT liIK LE CDOOCUMYEOIITNSSCT ONE OVIVRLOWIMIPT10NS.�CUMENTS, THE 99A1)UJRRpi.D_ I•NGJy THAT %� HLE tr i13�q S -: � pfY� {�{j1 SP'•Ai �3��,5• A5�T0 Lh011�pAL -tom �11�f1i P -t-} }� e�p�pp C gppp pL g� p IN p BI�EN� TI.1�Yiy� TIEFC ;I -.I1" p. g fy- �pc1A1pONESar.IU IIP�7R�OpO�UC�V.CMMIliyO�LpOC TI TOOOrLEE AA N° a Q ZONE��AREGA�p1SpON�LY�O�Pg71�IN °LBg" SHWA�TWKI ACCpEpPpTNEDTEBYpIM �B�UIgERIZNECILFFyI�1OTANLp ti I 9. AS FOL OWSORNE MARIOXPEREPANEL AOS SHAILEBENPERMANENTLY LABELED N 1M STEEL CORPORATION W u N 5. y I� pN,�U',IANII -DIAD E PAN APP•IR�{VED pKpa{g�.ryl.N� I@�•��,/� p 15�,/�•�9 y 10.11} 31 fills NG. t2'3 GRADE 80 1�y t026 8 K.bJ. MINIMUM G6C E 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 12. AA O S ME/P HERS SHALL6 eLV IrED OR STAINLESS STEEL WITH 13. TFOR'h"A EREMOs(1 yyouspS. REAPPUaBLOE,EXCEPT ALUM. ANGLE ULLO -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2"x5° x 0.125' MAX. [XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. TOP MOUNT TYPICAL SECTIONS gI' /.37 I \ 1.3 B HOLE SUii (NOT TO,..BE USED WITH ° o COMPONENTS 2, &3a) III! - K75 TYPE 1 TYP BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE, 1 /4 " =1' -0" PLAN VIEW • .3125 "0 • • •••• •••• • • • • •••• •••• •••• FASTLRJ t) 12" 0.C._FD DL6ASN S LESS 1ThY,ARR OR EQUAL TO 110 P.S.F. 8[P 8° O.C. FOR1D[5101LOADS GREATER TIN 110 P6.F. (SEE ANCHOR °w MINED. FOR PINY ACCEP11raLt• m ANCHOR) • • Es • • •••• • • • •• • •• • • BUILD -OUT MOUNT CLOSURE DETAIL (PLAN) SCALE, 1 -1/2" = 1' -0" 1/4" MAX. 1/4° MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL (PIANO SCALE, 1 -1/2" a 1' -0" HOLE TYPE 2 (MAY BE USED WITH ANY COMPONENT) •• PRODUCT REVISED tomplylog n)ffi tbiPladda Bolting Code e • 'Mk)/ IX 0 0 I. • •• V J K eze#ch TL "" 03/13/2006 scale AS NOTED �ftat e,+.�n 06 -325 sheet 1 of 5 P: \flJ \ProJaota \KK8325.00 \Drawings \RO — sub \08 - 325 -02.dwg MContu 03/13/2008 04:14: 31pm g EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN EXISTING GLAZIN /2" CONNECTION TION REFERENCE TYPE SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING OWALL MOUNT SECTION SCALE. 3" = 1' - 0° DETAIL E ('PASS THRI? SEC) ANCHOR SCHEDULE FASTENER TYPE CONC. RACK WOOD 1/4 °0 ITW TAPCON WITH 1 -3/4" MIN. 12" 4" N/A EMBEDMENT AND 2 -1/2" MINIMUM EDGE DISTANCE IMEM 1111111\I11 ris=ks 1/4 "0 ELCO TEXTRON TAPCON W/ 1 -1/2" MIN. EMBED. IN CONC. T° 4° N/A OR 1 -1/4" EMBED. IN BLOCK AND 2° MIN. EDGE DISTANCE !Iowdo%UelW 1/4 0 ITW MAXI SET TAPCON WITH 1 -1/4" 5" 3" N/A MIN. EMBEDMENT AND 2" MINIMUM EDGE DISTANCE 1/4 "0x MIN. 2 -1/2" LONG WOOD LAG SCREW WITH MIN. N/A N/A 12" 1 -3/4" EMBED. SHEAR PARALLEL OR PERP. TO WOOD GRAIN 3/8" MAX. EXISTING GLAZIN 1/2" MAX. i*1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN C1CONNECDONTYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 l'Ary4rd (3) Irr's o CONNECTION TYPE EXISTING CONCRETE, REFERENCE ANCHOR HOLLOW BLOCK OR SCHEDULE FOR MAX. WOOD FRAMING SPACING ITYP. TOP AND BOTTOM —3/8" MAX. STORM PANEL SEPARATION FROM GLASS TABLE 2 Q fl( MAY BE EVERSE it 0 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 41 ILI < u~i o w w w= N E g z < .4a N -- 1-1/2" MAX. th OPT ONAL LEG DIRECTION OBUILD -OUT MOUNT SECTION SCALE, 3" = 1' - 0° 1/2" MAX. 1/4 "0 THRU BOLTS W/ LOCK NUT @ 12" O.C. ASTENER, SEE DETAIL @ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x 5" x 1/8" ALUM. ANGLE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O'PASS THRU' SECTION SCALE, 3 " =1' -0° *14 x 3/4" TEK SCREW @ 6" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT 01 6" O.C. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 SPAN SCHEDULE - TABLE 11 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN 0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER 456" O.C. OR @ 12° O.C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 'P TRACK/DIRECT MOUNT SECTION C SCALE, 3" = 1' - 0" EMBEDMENT 3/8" MAX. < aF O w t-j O u • • • . • • •E O. • LB • •• 1/2" INAX. LN ©• fly II/ •••: CS CONNECTION �Iji, m REFERENCE ANC SCHEDULE FOR MA • i\ • to •••• SPACIN •••• • OCEILING(JQQBA__ NT SECTION. • SCALE. 3 = d' - 05. • •• •• •••• WOOD ROOF TRUSS OR FRAMINSMEMNER SHALL BE ITERPEEDICELAR TO THE FIRNEL FARE EXISTING STUCCO FINISH PLI O4ID SOFFI • • • • • . • 3/8' • • • MAX. • • • • •••• • • •••• THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS (g,a 24" O.C. MAX. WITH 2 -1/4 EMBEDMENT INTO WOOD MEMBER 2" x 5" x 1/8° x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT 14x 3/4" TEK SCREW -t 9" O.C. 1 BETWEEN m TRUSSES a Y J 0. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMIN O F CEILIN MOUNT / BUILD OUT SECTION SCALE, 3 "=1' -0° PRODUCT REVISED in complying with the Florida Buhlls,g Code Acceptance No0 00 , Ex don IS • ,16TL • • s`rodoet Control •03 /o By Miami D DMbba 2 1 S 0 cr do 0 • deft 03/13/2006 scsie AS AS NOTED 06-3'2'5 sheet 2 of 5 S 3/13/2008 04:14:36pm 8 i i d: EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN EMB Ja 3" x 0.055" 6063 —T6 2 "• 3"I ALUM. TUBE , TYP. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING r" 2 1x "'a 0.055" 6063 —T6 2 "x 2" ALUM. TUBE , TYP. 1/4 -20 S.S. BOLT & BOLT & WINGNUT (• 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2"x2 "x1 /8" 6063 —T LUM ANGLE C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE: 3 " =1' -0" T�irPi MAX. EXISTING BAY WINDOW 1" OVERLAP 1/4 -20 S.S. BOLT & BOLT & WINGNU S 24" O.C. (TYP. 2ET PLTE EL BENT OR 2^ x 2" x 1/8" BENT PLATE MAX. 1" OVERLAP OMAN) TYPICAL CORNER CLOSURE DETAILS AN) SCALE: 1 -1/2" = 1' -0" ,r3/8" MAX. EXISTING GLAZIN C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 5" LONG HANDLE WITH TEK SCREW OR MACHINE SCREW TO PANEL PUNCH 1/2" x 1° HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE C1 COI COON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 1' -2" 9OTYP. 0 HOLLTd ,%LOCK 3/8 "0 HOLE FOR FASTENING PANEL (VAX. PANEL HEIGHT ae 7' - 4' & MAX. DESIGN LOAD :72.00 PS.F.) 1/4 -20 x r MACHINE SCREW STUD WITH WASHERED WINGNUT (Q1 12" 0.C. (CONNECTS TO ADJACENT PANEL) 1/2' MAX. WALL MOUNTED 5 "x2" x 1/8° x CONT. STUDDED ANGLE (SEE SECTION J) DGE LINE AILS ©.A..9L •••• THESE DETAILS DEPICT THE • • CONNECTION OF SHE LAM' PANEL • • • • FOR AN OPENINSI WyIITTIO PANELS OF THESE DETAILS SHDALLWBE IN • • • • y2�I -1/2" x 1 -1/4" CONJUNCTION W``T [[�� • • • • (TYP. BOTHHSIDES) MOUNT OR "U "T1L�A'DP (TA OPTIONAL INTERIOR FASTENING DETAIL OSOMETRIC) N.T.S. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 N. LEG (DIRECTION PRODUCT REVISED ascomplyingw7Qh FIod6x Bidding Code Acceptance No 0 Nap! -Pion Oats By Mkmi r:.,rradmd Coalr*l OIvNoo 00 y ' .L.Lr • A-.. 1/4 -20 x 3/4" HEX BOLT AND NUT @ 6" 0.C. TOP MOUNT -1/2" MAX. @ 9' MAX. BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" • 0 INTERIOR FASTENING AME.ASSEMBLY• • • • SCALE: 1 -1/2" = 1' -0° • • • • •••• •••• 030 WIDTH UNLIMITED ,y (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS • • •• •• • • • MAR •••• • •••• • •••• • 1111 .120" TYP. 11111111 C:° TYP. / 1 BOTTOM MOUNT — — _ _ TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' — 0° G 8 E 0 m N Vj Koezeo)ch Nfl tare:&One, AND • • ••• 03/13/2006 1. AS NOTIED 06-325 ( sheet 3 of 5 0 0 a m 8 3 0 n d: ThomtomTomasetti Group te Tell. N. 5223690. Fau (t954 )522.3691.COA 9 75191 WeMke: www.TheTTGroup.com Copyright ® 2006 Thornton•Tomaset0 Group, Inc. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING CINCHES) REQFI= FON VARIOUS DESIGN LOADS AND SPANS ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS I]OST. STRUG ANCHOR TYPE LOAD (W) P.S.F. MAX. MIN. Y EDGE DISTANCE MIN. 3° EDGE DISTANCE L) = Q Ii1 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -6" (SEE NOTE 1) SPANS UP TO 6' -0" (5EE NOTE 1) SPANS UP TO 8' -8' (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -O" (SEE NOTE 1) (SEE NOTE 1) CONNECTION C1 (08880183) C2 C3 TYPE C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C7 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 MEE C2 NOTE C3 TYPE 3) C4 C5 CONCRETE •• �hp±imiMMtntiiiyN. v4° 64.0 64.0 72.0 84.0 150.0 51.0 64.0 72.0 ����.�i����/y������ ,,r ��� 12 12 12 � � � 12 12 12 / � I /i "are 12 12 12 '/ � � / aw��/��//Ar 0 11 12 9 � � 12 12 12 � � ��A� 12 12 12 A, � � ,, 12 12 10 � 9 © 4 N P to \\�` /, � � ; �r �f������ � 12 , � � ���ArA� 12 ,,,,f/ � � Arlo•05 11 Ara � Ara 4 � , 5 16 16 16 t6 12 16 16 16 9 12 16 16 16 7 12 16 12 9 4 12 11 10 9 6 12 16 16 16 16 12 WOOD 51.0 64.0 16 16 16 16 16 16 16 16 12 10 16 16 16 16 16 16 16 10 8 6 16 16 16 13 16 70 8 6 6 5 16 7 8 16 9 7 4 v 4 . 8 s Y if 1iiE,. lT nom ,,..,., P, ,�,. ' • +� TO 13 6 7 16 9 7 4 72.0 16 16 16 16 8 16 16 16 8 6 16 13 10 6 5 NBUVd�ppc 1 -3/4 vmEONETir (5155.3,192 P.51. • • :•, ? *MECV0aZgla> * v p�114 A 4- ,. * ,11111111111■j1 v4• - dk 1 %.L. " V:'L, g'..i T. ■ OBN•3, mp.SAammo 9 4 6 16 9 7 4 84.0 16 16 16 12 7 16 14 11 6 5 16 13 10 6 5 7 4 6 16 9 7 4 150.0 16 13 10 6 5 16 13 10 6 5 16 13 10 6 5 12 11 10 12 12 12 5 * 51.0 12 12 12 12 7 11 11 11 4 7 7 5 /A, 12 12 7 7 5 5 3 3 4 4 12 12 12 12 12 12 12 12 11 10 12 12 12 7 8 12 9 7 4 '*! I6OlRlll7Uli0 64.0 12 12 12 6 8 8 8 / 6 9 8 12 5 7 12 9 7 4 114'6 + 0 ^,'+�.` ' T 72.0 11 11 11 4 / 7 6 4 6 3 84.0 12 12 12 6 7 12 8 6 3 12 7 5 3 12 12 12 8 9 12 7 6 12 9 7 4 84.0 9 9 9 3 6 3 „ 1ElA0V 10.029' GALVANIZED STEEL STORM PANEL j • EM Ste; Corporation �* 50 NoPlh Steel Circle • 5 ji%I • H SC 29450 I,: pi. r••�Lu:• 231 -1335 Jrnmail • • 9p91prr • • (4 ��ll 903-9071 150.0 51.0 64.0 12 16 16 7 16 16 5 16010 16 3 8 4 8 12 16 12 7 16 12 5©p 160 12 3 12 7 5 3 4 12 9 7 4 6 12 7 6 12 9 7 150.0 6 3 AOr,/ � �7Z���ra I/ 11 9 10 5 7 3 3 5 4 16 16 16 16 16 16 16 11 12'16 10 16 16 8 14 13 9 w ( `i 51.0 12 12 12 12 9 12 12 12 6 6 12 11 8 4 16 6 11 6 4 5 5 +�,`1� 64.0 12 12 12 9 7 12 12 12 4 5 10 5 4 j 3 72.0 84.0 150.0 16 14 9 16 14 5 16 14 3• 6 4 7 6 4 11 9 9 9 5 5 7 4 3/ 3 W� 9 9 9 5 5 5 3 3 3% � rA 4 4 16 16 11 16 16 6 16 16 4 8 5 8 7 5 14 12 11 8 6 11 6 4 Wi �; -r r2'' SX_, �a?�-' * #i1In 'ia`4 ejd- .,it ,z' 72.0 12 12 12 7 6 12 10 7 3 4 10 5 Ora �I �r4 3 P 5 5 11 6 4 84.0 12 12 12 5 5 10 6 4 4 10 5 4 5 11 6 4 150.0 10 5 4/ 3 10 9r 4/ ji mmAmkkEMEk timo -- VW* A N W%1_ NEE EN850. DNA 3,000 PSI CONS 51.0 16 16 16 • 8 12 12 12 5 8 8 5 5 7 16 16 16 16 10 15 15 15 6 11 10 7 5 • • • • • • • • • •• •• ANCHOR NOTES: • 64 "0 14 14 14 6 9 9 9 4 7 3 16 16 16 8 8 12 12 12 5 9 4 3 4 72.0 12 12 12 5 8 7 5 5 3 7 3 3 15 15 15 6 7 10 9 6 4 9 4 3 4 84.0 10 10 10 4 7 4 3 7 3 3 13 13 13 4 6 9 5 4 4 9 4 3 3 4 4 150.0 7 3 3 3 7 3 3 3 7 3 3 9 4 3 '& 4 9 4 3 4 9 4 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY ALLOWABLE STORM PANM. SPANS FOR SPECIFIC LOADS mum, minim TO THOS • • • SHOWN IN TABLE 1, C EEC 9 • THE • • 2. Q q TOYNEG TIME EDGE DISTANCE. 6IN LOAD ON SHUT ER DESIGN LOAD GB1b I GREATER • • • • THAN OR EQUAL TO SHUTTER SPAN. • • • 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION •I•COAIECTION TYPE, • • 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WDOD FRAMfNC • EXISTINR�GSSSTR ANCHOR SCHEDULE FOR PROPER ANCHOR T •Re SA•51!O•'ON TYPE O 5. ANCHO07FENDATIONS.E INSTALLED IN ACCORDANCE WI741 MANUP.RCTURER�'• • • • • 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WILL FIVI&OR STUCCO!. • • 7. WHERE EEXISTING STRUCTURE 15 WOOD FRAMING WOOD MINGCONDITION15 • • VARY. RIELD VERIFY THAT FASTENERS ARE INTL, ADEQUATE Wy�t000 FRAMIM�►OC1 • • MEMB SNOT PLYWOOD. FASTENING TO PLYWOOD IS AC PTABLE ONLY F0I • • SIDEpCggLO�SgURE PIECES. �y,t T q 8. NYE BE LOCATED I VACENTER OF NOMINALA2 x 4� (MM..W 00 TUDT3 /4 GE WO D 6G. pD DISTANCE IS ACCEPTABLE FOR O FRAMIN WOOD STUH,ASLL LL BE SOU'_HERN PINE° 04p 55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9• MACHINE SCREWS SHALL HAVE MINIMUM OF V2° ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE A WAFER HEAD (SIDEWALK BOLT), U.O.N. 51.0 16 16 16 - 13 16 16 16 = 9 16 15 11 16 16 16 16 13 16 16 16 - 9 16 15 11 6 1/4.O ITW NAXI sET T �r • p15L HA00 PAL CONCORD 72.0 16 16 16 9 16 13 10 6 13 7 5 16 16 16 9 9 16 13 10 6 13 7 5 5 84.0 16 16 16 - 8 14 8 6 5 13 7 5 16 16 16 6 8 14 8 6 5 13 7 5 5 150.0 13 7 5 5 13 7 5 5 13 7 5 13 7 5 3 5 13 7 5 5 13 7 5 5 V J TulmSne• _ tr(pQy /'- ` .g , - * - • • 8 HOLLOW CONCRETE BLOCK 7�l5tttHliiinnutautiVil- 1/4.. / / I� / I / 4 / 4 /..� 4�,i� 64 0 , / �P Arm 12 12 5 5 8 8 8 / i � /4�� 5 �,,/ 10 9 MZire 6 rd� �/ %/ // / rh / 4 3 3 3 3 4 3 3 72.0 ����� ���� �� �� �//����� '2 10 10 10 4 4 7 6 4 t- v4.7t�mv. 84.0 20rogragrirKerA rag AORRUE VA 12 150.0 AMMO: ��MOr AIN � /A rared EMMA rOy/ ME 12 12 �* *� _,,, .... w, VI w' 51.0 12 12 12 7 12 12 12 9 9 6 rev 12 12 12 12 8 64.0 12 12 12 5 10 10 10 8 4 3 12 12 12 7 6 11 11 11 4 8 4 3 §3 i S g > 72.0 12 12 12 5 9 8 6 8 4 3 � 12 12 12 5 5 10 8 6 ��i 3 8 4 3 84.0 12 12 12 4 8 4 3 8 4 3 �/ / 12 12 12 4 4 8 4 3 3 8 4 3 150.0 8 4 3 8 4 3 8 4 3 8 4 3 3 8 4 3 3 8 4 3 • v400 1161M ti 51.0 13 13 13 6 9 9 9 6 6 4 /� 16 16 16 16 8 11 11 11 5 8 7 5 64.0 10 10 10 5 5 7 7 7 o©EN�� rag 13 13 13 6 6 9 9 9 00p��j//o ��/� 10 % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. AF ;4•��I .. ., ;� 72.0 9 9 9© 4 6 5 4 rA©�J� ard 12 12 12 4 5 8 7 5 A ter ;! y� �* 84.0 8 8 8 moroQ/ezz 110 10 10 3 5 7 4 3 Or �� 3 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. PRODUCT REVIS® ®wmpFy}6gpd0� litddIngCade _ A'. D 7e* P!C•Y/ O o S3 T . __�' i< 137171041 � 5�, °H C a ,� 11 150.0 5 ��g��I�i���� �a�������M�� g 51.0 9 9 9 0smEm© ®!f�'�m 12 12 12 11 5 8 8 8134 0�lOrdar�� cr���� 6 5 4 r //r A / r V4•o ELCO TEXTRON TAPC@I W. 1-7/2-PEN. EN8E0. 64.0 7 7 7 3 3 5 5 5 �a Vc�Ae 9 9 9 4 4 6 6 6 72.0 6 6 6 ra ���a Fzioz�� / 8 8 8 3 4 5 5 3 84.0 5 5 5 rzAz �j��� ara"9, iaw /0 ra ���a%/iwe)�iv / /A�i�IQez..0% E° 150.0 3 .� IOU /���./7riVirre, 40A��Z����. A2r, f [ 03/13/2y000 [ASNOIEDDL MCE 640 16 16 16 70 7 15 15 15 5 11 6 4 3 16 16 16 10 -7 15 15 15 5 11 B 4 3 ilia iiii0 v4-• ITV NAM SET T A P C O N � P V T • MM' 72.0 16 16 16 7 6 13 11 8 4 11 6 4 3 16 16 16 7 6 13 11 8 4 11 6 4 // 3 4/ 3 4r3 84.0 16 16 16 5 5 11 6 5 4 11 6 4 3 16 16 16 5 5 11 6 5 4 11 6 nx 08-325 150.0 11_6 4 3 11 6 4/3 11 6 4�3 11 6 4%�3 11 6 4/3 11 6 t sheet 4. of 5 0 0 8 0 i Y 0 E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (WI (P.5.?.) POSITIVE DESIGN LOAD (W) (P.S.F.) MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) - 27.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1" 7 - 0 3 -1/8" 1 -1/4" 8' - 8" 3 -1/8" 1 -1/2" 10'- 6" 3 -1/2" 2 -1/8" 12' - 0" 4 -5/8" 3" 40.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -3/8" 8' - 8" 3 -1/8" 1 -3/4" 10' - 6" 3 -1/2" 2 -3/4" 10' - 11" 4 -5/8" 3" 60.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -1/2" 8' - 8" 3 -1/8" 2 -1/4" 9' - 3" 3 -1/2" 2 -5/8" 80.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -5/8" 7' - 6" 3 -1/8" 1 -3/4" 100 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/4" 6' - 0" 3 -1/8" 1 -1/2" 120.0 3' - 0" 3 -1/8" 1" 4' - 0" 3 -1/8" 1 -1/8" 5' - 0" 3 -1/8" 1 -1/4" 150.0 3' - 0" 3 -1/8" 1" 4'- 0" 3 -1/8" 1 -1/8" TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B L E 1 STORM PANEL MAX. SPAN SCHEDULE DESIGN LOAD W (P.S.FJ 27.0 30.0 35.0 40.0 46.0 50.0 ALL MOUNTING CONDITIONS ANCHOR SPACING 12 IN O.C. L MAX. (FT -IN) 12' -0" 11' -8" 11' -3" 10' - 11" 10' -6" 10' -2" 55.0 9' - 8" 60.0 9' - 3" 65.0 8' - 11" 69.0 8' -8" 75.0 8' - 0" 80.0 7' -6" 85.0 7' -0" 90.0 6' -8' 95.0 6' - 3" 100.0 6' -0" 110.0 5' - 5" 120.0 5' -0" 130.0 4' -7" 140.0 4' -3" 150,0 4' -0" •••• • • • • •••• • • • •• • • • • • • •• •• • • •••• •••• • • • • •••• •••• • • •• •• •••• • •••• • • • • • • •••• • • • • •••• • • • •• • •• • • • • •• • TABE1 NOTES 1. TABLE 11S APPLICABLE FOR BOTH POSITIVE AND NEGATIVE LOADS. PRODUCT REVISED 2. FOR DESIGN LOADS BETWEEN TABULATED Wthff Cods VALUES. USE NEXT HIGHER LOAD OR LINEAR Acap0o No05- Oo _,.a3 INTERPOLATION MAY BE USED TO DETERMINE Ea.....,,.... Dai 7/�� IIl Z.O ja ALLOWABLE SPANS. � By 0 Miami DI,Wo B 8 am 03/13/2006 .m. AS NOTED larM ammg 06 -3va 25 sheet 5 of 5 23 7/8" D.L OPG. 34" / / I /;;Q/ II II =R = == \ 11 NIT 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH LEAF WIDTH 3° TYPICAL ELEVATION ( OXXO ) ItSItD UNIT SERIES 1800 ALUM FRENCH DOOR w/ SIDELITES APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • HIGH MET HURRICANE ZONE BUILDING CODE 20fy1•EDTci:NC. DIRG • • • • • ()• • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PERLY jp;TRANSF0R • • • • • • f LOADS TO THE STRUCTURE. • • • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWMAN DEI%!S, ANCHORS EMBEDMENT TO BASE MATERIAL SHALT. 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 IN ALLOWABLE STRF�S • i6 MED IN DESIGN C • • • ANCHORS INTO WOOD ONLY. • • • • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO �I.• • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALE MEET H REREQCOML•IMO • • • OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. RQJERTS ___ �1-Hf 3 12" ••• • • • • • • • co U 4 T 11 23 7/B° MAX. D.L. OPG. 34" MAX. IwII LEAF WIDTH g 8 GLASS D.LO. DIMS, D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 13" D.LO. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.625" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 24")/2 DOORS /SIDELTTES ARE RATED FOR LARGE MISSILE IMPACT. SHUT u s ARE NOT REQUIRED. Engr•. DR. HUMAYOUN FAR000 STRUCTURES FIA CAN. PEA 18557 :---SAW 1 3 0 2007 PRODUCTROMVID wWOaensdt• Aeeps.uN• 66.72.2f. Explradinibio 4 Amovq f> :111 Midge • • • ••• ••• • • • • • • • • • • • • • • • •• •• ••• ••• • • • • • • • • • •• •• • • 0 0 8 a • 0 . 8 8 410 q S drawing no. WO1 -64 (sheet T of 8 DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR HEIGHT NOMINAL DOOR WIDTH GLASS 'A', '6' OR 'C' FT. /IN. FT. /W. EXT. ( +) INT. ( -) 8/8 2/6 (X) 5/0 (XX) 65.0 85.0 3/0 (X) 6/0 (XX) 65.0 65.0 2/6 (X) 7/0 2/6 (X) 5/0 (XX) 65.0 65.0 3/0 (5) 8/0 (55) 65.0 65.0 8/0 2/6 (5) 5/0 (XX) 85.0 65.0 3/0 (X) 6/0 (XX) 65.0 65.0 DOOR WIDTH DOOR WIDTH (X) OVERALL DOOR DIMENSIONS: \ NOMINAL WIDTH FRAME WIDTH NOMINAL HEIGHT FRAME HEIGHT 2/6 (X) 31 -1/2' 6/8 • 70-•/1- • 3/0 (X) 37-1/2' 7/0 6/0 : • 83-3/`" • 95 -91 • • 5/0 (XX) 59 -3/4' 65.0 65.0 • • • • • • ••• • •• • • • • • ••• STATIONARY PANEL (0) OR DOORS WITH SIDELTTES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH GLASS 'A', 'D' OR 'C' FT. /IN. FT. /IN. INCHES EXT. (+) INT. (-) G \ \\ 30 65.0 65.0 2/6 (X) 36 85.0 85.0 65.0 65.0 5/0 (XX) 42 48 65.0 65.0 54 63.0 65.0 6/8 30 65.0 65.0 3/0 (X) 36 65.0 65.0 6/0 (XX) 42 65.0 85.0 48 65.0 85.0 30 65.0 65.0 2/6 (X) 38 55.0 65.0 65.0 85.0 5/0 (XX) 42 7/0 48 65.0 65.0 3/0 ( %) 30 65.0 65.0 65.0 65.0 6/0 (XX) 36 65.0 65.0 42 2/8 (X) 30 65.0 65.0 65.0 65.0 5/0 (XX) 36 8/0 42 65.0 65.0 3/0 (X) 30 65.0 65.0 6/0 (55) 36 65.0 65.0 • • •• • •• • • •• • ••• 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SIDELITE W. DOOR W. SIDEUTE W. o I , I / / / /o-- t1i'a (/ • \ ■ DOOR WIDTH G \ \\ �\ • {x0) ox DOOR W. (0«) (XXO) III •G�d 1 (0«) (XXO) SIDEIJTE W. w SIDEUT W. (0) SIDEIITE W. DOOR W. SIDEUTE W t =a•I•n nr •G�d 1 t1i'a : �• -:131. • s6JEIJ11_ WA)TH ■ DOOR WIDTH G SIDEIJTE W. w SIDEUT W. (0) SIDEIITE W. DOOR W. SIDEUTE W ( OXO ) DOOR W. 0- 'Engr. DR HUMAYOUN FAR000 STRUCTURES FLA. PEI 16657 C.A.N. 3538 JAN 3 0 2007 PRODUCiRENEW8D 84109 lalvidow 0 Pw O e 8= h aWtq (ea(4t 0461; Q W 6 LL G 0 • ••• • • ••• • • • • • • • • •. • • : (sheet 3 o 8 ) 3 0 1/8' HEAT STREN'D GLASS .090 PVB INTERLAYER SAFI.IX /KEEPSAFE MAXIMUM BY 'SOLUTIA' 1/8' HEAT STREN'D GLASS .015° URETHANE ADHESIVE .070° INTERLAYER 'SAE—CLAW POLYCARBONATE BY 'SECURITY IMPACT GLASS' 1/8° HEAT STREND GLASS .015' URETHANE ADHESIVE 1/8° HEAT STREN'D GLASS • • • • #10 X 3/4" PH SM• • AT 5° FROM ENDS AND 12 -1/2" 0.C. TYPICAL GLASS TYPE 'A' A• i�I� ® • • im f "'1•• jj • • ;• • • • • • • • •• • • •• ••• •••GLASS TYPE B' . • • • • • • •• • • • • • • • • • • • •t4LAZISG •OISITONS • • • • ••• • • • • • • • • • • 1/2° HEX STEEL TIP THRESHOLD BOLT HINGES; EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7 -1/2° LONG WITH 5/16" STAINLESS STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10-5/8° FROM TOP & BOTTOM AND ONE AT MIDSPAN LOCKS: OPTION #1 STANDARD STEEL DEAD BOLT LOCK BY KWIKSET/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -3/4° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK/WESLOCK KEY OPERATED ON OXItHIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 34 -7/8" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE. (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) OPTION #2 3 POINT LOCK SYSTEM BY "G-U HARDWARE INC.' WITH METALLIC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE, 35 -1/2° FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF IN- ACTIVE LEAF LOCK STILE. GLASS TYPE 'C' GLAZING ADAPTER OPTIONS Engr: DR. Y UNN FARD00 CAPE '95388557 JAN 9 0 ZOO FRODUCTRIMMIP Amyu▪ .m 3 Irk V Z 0p N X Del a Lea 03 OE tr, eaQOa r.yO Q 3,e z�f aa Q�iieli ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 7? U 0 C a i3 8 8 0 a c • 8 drawing no. WO 1 -64 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y WOOD RUCK METAL STRUCTURE MIAMI—DADE COUNTY APPROVED MUWON do MUWON ANCHORS SEE SEP-':.TE NOA 6'8 g.9 #10 X 3/4» PH SMS AT 4-3/4" FROM ENDS AND 14' O.C. MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SILICONE 0 1111Oi11CT B Aigelossemi 11R{r 2 '•03 I Naha •• ••• • •• • ••• • •• • • • • • • • 0 Cr • • • ! WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS 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 #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = 1/8°) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 5/8" MIN. • ALT. SEALANTS: FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SIUCONE. j .6 • ''iiYYAA�� • ORS • • • SEE EtEY:FOR iP NG • • • • • • • • • STATIONARY UNITS • • • • • • • • • ••• • • Engr. DR. HUMAYOUN F STRUCTURES FIA AN 3 PE 0 16937 C638 OPERABLE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL SILL (FOR STATIONARY OR OPERABLE UNITS) 1 ' JAN 3 0 200% ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• ••• ••• • • • • • • • • • •• •• • • (sheet 4 of 8 ) TYCAL ANCHORS SEE ELEV. FOR SPACING X10 X 3/4° PH SMS AT 4 -3/4' FROM ENDS AND 14 1/4° MAX. TYPICALO O.C. MAX. o I 3 J n. U AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -5100 FAIL (305)262 -6E75 OZ \_/ AT #4 -3/43 FROM ENDS O © SILICONE AND 14. O.C. MAX. 0 Oil_ iiiiii, „IT 4E4 P Lip - Billi sibil,C1:1; vaW YALE OGRON WINDOWS AND DOORS INC. 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 lTEL (305) 887 -2648 FAX (305) 883 -1309 D L OPG CV DOOR WIDTH 0 LEAF WIDTH BY WOOD BUCK TYPICAL SEE ELEV. FRAME WIDTH • ANCHORS FUR SPACING 1/4' MAX. EXTERIOR o ACTIVE LEAF I •w INACTIVE LEAF ,I �� e SHIM ® 1 ; - i IT, I ,T 3 POINT I LOCK SYSTEId OM .-. g W descnptlon I LOCK OPIION ADDED UPDATED FOR 2004 FTC NO CHANCE 3410 SHEET _ ■ II ' �3 POINT LOCK ON ACTfVE LEAF OPTION � I :. e' _ _ 2thimarl �o.� ,per AIM �_I 1I1'� ! L •i TYPICAL ANCHORS 404010=4 „ .. �g.✓ eZ SEE ELEV. FOR SPACING Max. stL+� V4 1 /4' n �a s o: = s o SHIM SPACE .. ---- . i _ °p n o �; METAL ! STRUCTURE I ��IC!. �'� � �� TYPICAL ANCHORS • SEE ELEV. FOR SPACING. IF �.�,.� • • • • • • • • • •• • Engr. DR. HUMAYOUN FAR000 STRUCTURES FIAT 1e559 CAN. ► •• NI'c •• • • • ••• •• • • • • • • • • • • • • �fi� f'/ JAN 3 0 2007 ••• • • • • _; 1IbOD • • • • 1. We oo STRUM) drawing no. WO1 -64 • • (sheet 5 o 8 • • • • ••• • • • ••• • • • • • • • • • • • 4•. • • • • • ••••• • •• ••• •• •• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •. ••• ••• • ••• • • • • • • • 6 • • • • • •• •• ••• • • .250 4.000 '110 4.000 -�} .070 i1P. I ITEM # PART REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 4 y T• COMP- ANL \W01 -64Y0 1 YE -8328 1 DOOR FRAME HEAD 6063 -T6 - 1.500 1.492 2 YE-809 AS REQD. SIDELITE FRAME 6063 -T6 - '9 +9 . 21 3 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305)2E4-8100 FAX (308) 2828978 YE -810 1 THRESHOLD 6063 -T6 - �1.54J� 3A - 1 OPTIONAL THRESHOLD 6063 -T6 - .078 II .625 .090 .625 6063-T6 - 535 1.490-4 ® SIDEUTE FRAME ) I 1.7587.385 5 YE -817 AS READ. FRAME JAMB 6063-T6 - -- 01 DOOR FRAME HEAD © PRESSURE PLATE 6 YE -801 2/ LEAF DOOR LEAF SILL & HEAD 6063 -T6 - 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 6063 -15 - - 1.718 /� �-, \ .973 1.314 -.513 .513 -� 8 YE -802 1 DOOR LEAF - LOCK SIDE 6063 -15 - ( I .152�- 0 SNAP 11.594 -^j� I .470 p I 1.211 1.514 973 T� 50 8A YE -837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 8063 -T8 - 9 YE -831 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063 -15 - .062 41.494 CAP .062 12 GLAZING ._ -I_P v 853 10 YE -818 AS REQD. COVER PLATE 8063 -T5 ' - L 12 YE -824B 4/ LEAF GLAZING CHANNEL - "•487 13 14 1'087 CHANNEL EXT. GLAZING LEG INT. GLAZING LEG 13 YE -835 AS REQD. EXTERIOR GLAZING LEG 6083 -15 14 YE -633 AS 19E00. INTERIOR GLAZING LEG 6063 -75 - r-1350 16 YE -602 AS READ. WOOL RN WEATHERSTRIPPING (.187 X - ULTRAFAB 17 YH -622 AS REGD. .260) BULB WEATHERSTRIPPING (.198 X .260) - TEAM PLA511C C ) '076 4.249 °- -2281 - 2.125 �_ fi 3 § A IQ 7 5Q� "' Y 8 C 0 VM A Zh 4 • Z ii 8 z § °� M 4J n ya 8 0 19 YH -615 1 LOCK SET BY HARLOC OR WESTLOCK 3.749 1.S88 •53g 20 21 YH -610 - AS RECD. 3/ LEAF FLUSH BOLT BY DELTA ND. BUTT HINGES, AT 10 -5/8° FROM ENDS & MIDSPAN ZINC ALUMINUM DIECAST WITH S5 PIN 4.000 1.365 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 6063 -75 2 -1/2° LONG 7S0 23 YH -630 2/ LEAF 3/8° DIA. THREADED ROD STEEL - 4.168 ( 24 - 1/ LOCK ST. REINFORCING TUBE. FULL LENGTH OF PANEL ALUMINUM 1 -1/2° X 3° X 1/8° .078 JAMB .078 . .130 5 z g 3 r al. ' .703 .632 _ _ 06 TOP /B0170M RAIL ® SIDE - 1.656 - UTE L 1.500 - L1.500 Os DOOR FRAME JAMB 4.158 .078 .883 1.812 2.15 mown. Iy ' ldneelY• 1229.n s 1 84�g21�I2. 188 tia•�w 6 2.125 El 5 o It to v r a I g $- s z° kI I .895 �, .110 - 480 2 0 HINGE STILE .,25 SSNNii SS X 1/2' FH MS STEEL (THREAD CUTTING) I r 4.158 .078 ,500 .078 I ,.872 2.118 P T� _ 4.0110 - d • Q 3 THRESHOLD o • • • o • • •Engr: 0 1 it i 111 I 1il II ' • • • • • • • • • • • ••• • • • • • • • • • • •• •w• •• • 'ms8s ° ° - wv=-- o 4, - e® LOCK STILE 2.115 g m o • .110 ^ _ ^ e ^ o •--; 4.189 .070 ,.SW I 8 DR. H1kdAY0UN FAR000 19557 CAN. 1838 1.834 2.124 III, • • i • • LIIJ1 .ms /jir ��/ JAN 3 0 2007 • • • 'a • 0-4 53 • • • i • • • • • • • • • drawing no. WO1 -64 • • 4.000 ® OPTIONAL THRESHOLD 4.862 ® LOCK STILE (FOR 3 POINT LOCK OPTION) HINGE (sheet 6of 8 ••• • • • • • • • • • • • • ••• • • • • • • • •• •. ••• ••• • ••• • • • • • • • 6 • • • • • •• •• ••• • • _L4) #10 X 1° PH SMS FRAME UPPER CORNER 3/8° DUl STEEL - THREADED ROD PRESSURE PLATE FULL LENGTH 2 -1/2° LONG 3/8' NUT AT EACH END OF ROD e r _(3) #10 X 1° SMS • • •• • • r- • C- 2 .03 ey 1.4451. LL .AAA, awn 1+.asetowua� • • • • • • • • FRAME LOWER UR B• ••• • " • • • • • • • • • • • • • JAN 3 0 2007 ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• • • drawing no. W01 -64 sheet 7 of 8 FRAME HEAD IS DRILLED TO INSERT FLUSHBOLT PLUG ALLOWING THE FLUSHBOLT TO PENETRATE INTO IT VINYL FLUSHBOLT PLUG STANDARD FLUSH BOLT GUIDE COVER PLATE WITH DOUBLE ROW FIN SEAL WFATHLHSI HIP COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP OPTIONAL FLUSH HOLT GUIDE AND ADJUSTMENT PLATE 2' LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME STILES AT TOP (SHOWN) AND BOTTOM. TOP FLUSHBOLT ASSEMBLY TOP FLUSHBOLT ASSEMBLY 2 LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME STILES AT TOP AND BOTTOM (SHOWN) •• ••• • • • VLI•L FLUSHBOLT :LOA' • • • • �U�FE•pp• • • FRAME SILL TO INSERT FL•SOLT�VRt1G • • � ALLOWING THE FLUSHBOLT TO PENETRATE INTO IT COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • •• • ••• • ••• • • • • • • • • • •• •• • • BOTTOM FLUSHBOLT ASSEMBLY JAN 3 0 2007 0 k 1 drawing no. WO1 -64 (sheet 8 of 8