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WS-10-816Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.80 $1.20 $140.00 $15.00 $4.80 $164.60 Authorized Signature: Owner / Applicant / Contractor / Agent Address Contractor(s) ATLANTIC ARMOR INC Phone Cell Phone (954)770 -0726 Building Department Copy Parcel Number Phone Type of Work: GARAGE DOOR & SHUTTERS No of Openings: 4 Additional Info: BUILDING Classification: Residential Pay Date Pay Type Invoice # WS -5 -10 -37851 05/11/2010 Check #: 8695 05/19/2010 Check #: 8722 Amt Paid Amt Due $ 50.00 $ 114.60 $ 114.60 $ 0.00 Expiration: 11/14/2010 Applicant YMANIMIGWANWASIIMIRMIL 102 NE 108 Street Miami Shores, FL 33161 -7038 1121360090080 Block: Lot: JANE STOCKS Cell JANE STOCKS P.O. BOX 1228 TAVERNIER FL 33070- (305)758 -4355 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final ShutterAttachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 19, 2010 Date May 19, 2010 1 610 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): (Building Roofing Owner's Name (Fee Simple Titleholder) Owner's Address /0 Z ,U,` /0 pi Syr- City "iZemit, Bites State / Tenant/Lessee Name Job Address (where the work is being done) Scanning $ /S Bond $ C'> Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 /02 tip' /0e S Permit No. Lo Master Permit No. Zip 3 3 /'6 / Phone # City Miami Shores Village County Miami -Dade Zip 3 3 /6 / FOLIO /PARCEL# ✓/ 2/3 C - 660 - 00 Q Is Building historically Designated YES NO ,/ ear Footage Of Work: /r'7 Submittal Fee $ Permit Fee $ Q CCF $ Notary $ ; ng/Education Fee $ Technology Fee $ uu Radon $ V DPBR $ C\ Zoning $ G Code Enforcement $ Double Fee $ Q Structural Review. $ Total Fee Now Due $ //4 See Reverse side -+ 19 4 1N'C � (�I t y CO /CC hone # so).- -7 3 5 Contractor's Company Name 44v7.-ec, 11�,recdpt. ‘ Zsbe, Phone # 9S - V "770 072. Contractor's Address 1,0 2,3 &`7 ,fr0 ,,,, c Cr City 6 1/ t .e.--- State_/ ( Zip 3 327a 4 Qualifier Name --- 3"B 4) Ct9 4e 7 7 Phone # 9$ - 7 `7O ©% 2 7 State Certificate or Registration No. SCC I$ 1/ g"Or/ 1 Certificate of Competency No. Architect/Engineer's Name (if applicable) Al A Phone # Value of Work For this Permit $ 4 5 - 4 1 .570 (1-1'- Type of Work: ['Addition [Iteratt [New 0/ /� ❑ Repair/Replace ❑ Demolition /`. Describe Work: tiff �� L l (I� t 7 4 ". .t �. rr � 'O, .01 c'� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip if 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 commence' ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued ' , S,sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged J Signature Owner or Agent The foregoing instrument was acknow�ll ed before me this // � day of 4,_.:/ , 20 /42_, by %hoi a r►c l4S , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: L' Notary Public tate o on ^_ Michael W Picker o My Commission 0D8.203 DF 0,,e` Expires 08/22/2013 Sign: Print: My Commission * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Contractor oing instrument was acknowledged before me this 7 day of �AY , 20 !d , by who is personally k�o aro-to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: *_ ;, *. ,:*, ******* * ** * *** * **** ** * *** * *** * * *** * *** ** * *** Plans Examiner Engineer Zoning STATE OF FLORIDA COUNTY OF MIAMI -DADE: STATE OF ' L,QRIDA, COUNTY OF THE UNDERSIGNED hereby gives notice that improvements win be made to c a (i C. TIF that this i>; 8 t property, and hi accordance with Chapter 713, Florida Statutes, the following in 1 Y� °I ` l is provided in this Notice of Commencement. 1. Legal description of property and stmet/address: d 2 .r 2. Description of improvement: cue 3. Owner(s) name and address: 02 4 53) �!�o►,� �jyPOg� Interest in property. Name and address of fee simple titleholder: su e- 4. Contractor's name, address and phone n ber: arl-f At o m- 5. Surety: (Payment bond required owner from contractor, Name, address and phone number. . iJ Amount of bond $ 6. Lender's name and address: e4- 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(1Xa)7., Florida Statutes, Name, address and phone number: A/ fl' 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. Ai 9. Expiration date of this Notice of Commencement Otto 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 COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 OBT%UN FINANCING, CONSULT WITH YOUR LENDER OR AN /fITORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Sign. js s) Authorized Officer/Director/Partrter/Manager /Y1 ( 1' By : Print ame Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fo •. ' , meat was ackno ed before me this day of 40/y c ( . 'ZOO By A ❑ Ipdwr' 'dually, or ❑ as P lmlm .„0."..-..--3.19.- Michael W Picker < My Commission DD89'2037 o*P Expires 00/22/2013 VERIFIC,T1 • N URSU 0 SE _ 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 be NOTICE OF COMMENCEMENT. - A RECORDED COPY MUST BE POSTER ON THE JOB SITE AT TIME OF FIRST INSPECTION for srsonally own, or ❑ produced the follow ingtype of ldentlflcatlo Signature of Notary Public: Print Name: (SEAL) FL A WITNESS HARVEY R By 11111111111111111111111111111111 11111 1111 1111 CFN 2010R0325553 OR Bf: 27285 Ps 033Bi Ups) RECORDED 05/14/2010 13:24 :11 HARVEY RUVIHr CLERK OF COURT MIAMMI —DADE COMM FLORIDA LAST PAGE v. Pfar-eirrieu y vg:2-67ve-d rd By c4k-NrTre A -Pin OL ri/G Print Name A' 1 • G 1tc-t Title/Office Authorized Officer /Director/Partner/Manager who signed above: BY Transfer Sv D'i >�.sei G nx : :l` :atork [Homel [Product Indexl Na as Geis • New • 1 Year Factory Warranty • Selectable 7,14,21,28 day exerciser • U.L. Listed • 60 HZ • 2 Pole • 120/240 Volt • Amps: 200 • NEMA 1 Endosure NEMA 3 Enclosure add $200 Product Scope • •• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • . . •• • • • • . •• ••• • • • ••• • • Mar i re Generators [English' [Espaifoll 200 AMP 2 Pole GE /Zenith ZTX Automatic Transfer Switch The GE Zenith Controls ZTX Series of transfer switches is built for residential and light commercial applications requiring the dependability and ease of operation found in a power contactor switch. The ZTX transfer switches are designed for standby applications, and incorporate a double -throw, mechanically interlocked contactor mechanism. The ZTX transfer switches are equipped with the R -M3 control panel (Module 3) as standard. This microprocessor includes: Undervoltage sensing (90% pickup /80% dropout) of the utility source Voltage and frequency sensing of the generator source (90% voltage /95% frequency pickup) Time Delay Engine Start - 5 seconds Time Delay Engine Warmup - Transfer to Generator - 20 seconds (W) Time Delay Utility Stabilization /Retransfer to Utility - 5 minutes (T) Time Delay Engine Cool Down - 5 minutes (U) All time delays are fixed. The unit is available in open type, NEMA 1 or NEMA 3R enclosures. The R -M4 control option (Module 4) adds a user interface and functionality, including: Indicating LEDs for power availability, switch position and load energized Pushbuttons for test, engine start {mama+), • • . • • • generator exerciser and dlagtostic rasa. Selectable 7, 14, 21 or 28 daft (facfcty:se: ; • • • • days) generator exerciser timer • • • • • • • • • • Diagnostic LED indications Additional options include: A3 /A4 Auxiliary contacts (a • qacA closed i$ an ty • • • • and generator positions • • ; • • • • . . • • • Spedal timer settings : • • • • • • ... . ..• . ..• • FOB Miami In Stock Available for Immediate Delivery Download More Information ZTX.pdf File Size: 115.894 kb of 2 7/20/2005 11:04 Al Inspection Number: INSP - 142982 Permit Number: WS -5 -10 -816 Scheduled Inspection Date: June 10, 2010 Inspector: Rodriguez, Jorge Owner: STOCKS, JANE Job Address: 102 NE 108 Street Project: <NONE> Miami Shores, FL 33161 -7038 Contractor: ATLANTIC ARMOR INC Building Department Comments June 09, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)758 -4355 Parcel Number 1121360090080 Phone: (954)770 -0726 REPLACE GARAGE DOOR, 1 DOOR WITH IMPACT INSTALL, 1 STORM PANEL, 1 ACCORDION SHUTTER Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 8 of 17 Tom Stocks 108 NE 108th St. Miami Shores, FL 33161 Single Family CBS 12' NM No. Width Height Product 1 40 • 80 Accordion 2 67 48 Panels 84 Garage Door 75 Impact Door 56' •••• •••••• • •• • • is)...,•• - • • • 7---__i_roi,_ • • • • •• • •• t • • ''Tf;;::f:: _ . ;1 1- 6 - *--- •' r -„- 4 • . • • • , - ` L ' -• e l i ' • _ 6 ..., .. ,0 4i ., B : • • : 0 • • • tfo; • • _■ • • • • sr:-..-.._ • • • • • Ile'T • • 70' ATLANTIC ARMOR, INC. 2823 E. ABIACA CIRCLE DAVIE, FL 33328 (954) 770-0726 Atlantic Armor • • • • • • • • • • • • • Building Height Roof Slope Tess than 10 degrees Roof Slope greater : than 10 degree;: ; Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND OTHER COUNTIES Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 M ❑NR ❑E COUNTY FLORIDA BUILDING CODE 2007 - kE 9"POh ; WI ND LOAD TABLES - 140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equai'fhan 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY • •• • • • • • • • • • • • • •.• •• • • • •• • • •' • ::WIND PRESSURES IN PSF • • • • • • • • • • • ••• ••• ••• • • •• • • • • • • 146 MPH VELOCITY .. z5 56.7 60.2 z4 46.1 48.9 16 -20 21 -30 31 -40 41 -50 51 -60 . Roof Slope less than •• • 10 degrees Positive z4 & z5 42.5 45.2 49.2 52.3 54.8 56.9 Negative 53.3 56.6 59.4 61.7 65.6 69.7 73.1 75.9 Roof Slope greater than 10 degrees Positive z4_& 5 46.5 4 Negative z4 50.4 53.5 53.8 57.1 59.9 62.2 58.3 62.0 64.9 67.5 62.2 .6.1 72.0 76.5 80.2 83.3 MIAMI -DADE COUNTY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights Tess than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. (h) MEAN ROOF HEIGHT Roof Slope - .Q,(s9 a <= BW x 0.1 or a <= h x 0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW WIND PRESSURES IN PSF 150 MPH VELOCITY EN6C4, Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax (954) 585 -0305 E -mail: Engco@AOL.com APR 2 0 2010 PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 4/20/2010 MIAMI►DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • ••• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • MIA IIADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING •140 WEST FLAGLRR STREET, SUITE 1603 •: • : • :Magi, FLORIDA 33130 -1563 • (305) 37549C0 FAX (305) 375 -2908 www.buildingcodeonline.com • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • . . • • • . . • • • • . • • • •• • • • • • ••• •• NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted hos 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101' Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact', sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., 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: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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. 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, Horida, 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 evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 ` PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • . . • • • . • • • • • • . A. DRAWINGS • • • • • .•. •.. • 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets through 10 of 10, prepared by manufaiiurpl,d4t 12124-D' and last revised on 09/25/07, signed and sealed by Robert L: 4a�k„P�.;' • .. • • • • • ••• •• B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by POT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 • • . .. • • • ... .. . • • • .. . • • • • • • • • • • • • • • . • • • • • • • • • • • • • . .. • • • • . • • • •. • • •. • • \s4 1. LLc,4 L shaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1 N OPTIONS: /8 LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. B. 318" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, O XO. OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE t OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR A INT. - 3/16" HEAT STRENGTHEND G Arad Bp Ries 180 Fx F 811447 FF. � Naftali A Be 0000 EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE SAFLEX/KEEPSAFE MUM .402 3/8• LAMI NOM. GLAZING OPTION A OR B, NOTE 1 f 12° GLASS BITE aARMERT. WOMBS, 04EIV11. THC10E38 AND G1A98Bf7E ADD 00101, MAW BOBDBL GIAZIROOk7AA6i ADD MABBOt TMC."VASE MASS DIESCAPT. woo Nowa 6/21/07 1070 TECHNOLOGY DRAM =MOM FL 81x8 P.G BQX ISM NOKOMA 8. 89274 EXTERIOR Oils 81807 • B INT. - 3/16° HEAT STRENGTHEND GLASS PST A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 12° GLASS BITE —� .465 7/16° LAMI NOM. GLAZING OPTION C OR D, NOTE 1 nw•� NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE UTES, IMPACT I I x le d 10 � FOTDt 1100 -1 B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS_._. _ 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 6,7 ANCHORAGE. 8-10 • • • • • •• • • • ••• • • •••• • ••• • • • • • •••• • • • • • Zpyorcd amolalta with the •• WO 864441C°411 OI 8.7 -7 • • • • NI O7 -0 We tai • Miami Dude Product Control •• • • • • • • •• • 1 • • • • • •A TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS WI SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) A REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D 6 - 79 3/4" , - 83 3/4" +75.0 -75.0 75.0 0 WIDTI I° NGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 X WIDTH XX WIDTH 3° 37112"16° 71 3/4" TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, 0XX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION X WIDTH 2° 251/2" 27 1/2" 29 1/2" 2° 31 1/2" 2 331/2" 351/2" 3° 37 1/2" SINGLE SIDE UTE WNW itradep FX Amid Fp FX O""nele FX way ado Mdle 2127/07 361/8" +75.0 -75.0 36 3/4" +75.0 -75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D I 36 3/4" +75.0 -75.01+75.0 XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5° 59 314" 5 633/4" 67 3/4" 6° 71 3/4" O WIDTH 10 3/4" 123/4" 19" 21 3/4" 27 3/4" 38 1/8" 36 3/4" Resiskax B A mmeey, GLASS TYPES A, B, C OR D HEIGHT 6 - 79 3/4" +58.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 +75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 -75.01+75.0 -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 -75.0 -75.0 -72.4 -64.5 -52.9 -35.2 -34.0 +75.0 +74.9 7 833/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +75.0 +68.5 +61.0 +49.9 +35.2 +34.0 -75.0 -75.0 -75.0 -74.9 -75.01+75.0 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 -75.0 -75.0 -68.5 -61.0 -49.9 -35.2 -34.0 HEIGHT 873/4" +75.0 +75.0 +71.4 +70.4 87 3/4" +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 GLASS TYPES A, B, C OR D +75.0 +75.0 +65.0 +57.8 +47.2 +35.2 +34.0 -75.0 -75.0 -71.4 -70.4 -75.01+75.0 -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 -34.0 -75.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 REVISED Tx8<E2 DESIGN PRESSURES ANDCLAMRED RENE VERSION COME 011188 TYPES! IUM8R£86V1ON07E48ADD OTE986 REVIE:' NOTE f 201 ADD NOTATIONS 70 TAME IAND2 REOIW MA382E DES1011PREAURE AND AD.9l.47.ALL DR9 FOR TAME 62//07 I 91 3/4" +75.0 +75.0 +67.6 +66.6 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 +75.0 +75.0 +61.9 +55.0 +44.7 +35.2 +34.0 -75.0 -75.0 -67.6 -86.6 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -35.2 -34.0 8 ° - 953/4" +75.0 +75.0 +64.2 +63.1 e_ 95 3/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 w NOKOMS, 1134278 P.O. BQx 1828 ND£ PL 94274 -75.0 -75.0 -642 -63.1 -75.0 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -59.0 -52.4 -42.8 -34.4 +34.0 -34.0 NOTES: • TYPES: 8" LAM I (1/8" A, .090 PVB, 3/16" HS) . 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 1091/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +87.6 / .67.6 PSF DC._17 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. EX. B FROM TABLE 1. 0X0(0 WITH GLASS TYPE A 88' WIDE x 85" HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4' HIGH SINGLE DOOR WITH 26" SIDE UTES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4' WIDE x 80° HIGH DOUBLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH ® REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT briMbit FD10I AAA IX 2 d 10 OlaskOln 110054 B • • • • • •• • •••• • • •••• • ••• • • • •• • • • • • • •• • • • • •••• • • •••• • • • . i a z•o • • • • NOA# • . Y,•dn 1 • • • •••• 143 3/4" MAX. MAX4 SEE NOTE 3 ( / CM E ` X ACT. \ ===isitza-.---- � / / / Er /X /NACT. �E O 1 E{ O 731/2"1 MAX. MAY. -_`f .- 1/2" MAX MAX SEE NOTE 3 SEE NOTE 4 OR XO 371/2° �A 71 3/4° MAX. 24 9/16" MAX. DLO (TYP) XX SEE NOTE 4 G --G NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 7C AND 70C DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','O)C,'OXO"XXO','OXX' AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7C AND 70C DOORS AS FOLLOWS: (7C DOORS = WIDTH - 5.648) (70C DOOR = DOOR WIDTHI2 - 4.079) OXXO SIDE LITE DLO HEIGHT = HEIGHT -11 318" DLO WIDTH = WIDTH -3118" DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH - 1215/16" DLO WIDTH 70C = DOOR WIDTH/2 -11 5116 SEE NOTE 4 • .•• • • • • •• •• • •• • • ••• • •• • • • ••• • • • • ?�R nrlr• r a -r e 04,14.; si°:tlwo. Ct +t •mm•• • 00. O'Z— d • M3••• t't°'J P ,v � • ` ilS1. 1 • • • • • • •• • • • •••• / - tamer AmAttp FA: Hades G F a 4,n tAc F.K tyre Cato 8N807 wens• HMArla H Onto taes 22207 A asatatHe .W, CORRECT VERTE.ALEILO ANA FORMULAS ADO DLO FOR89WASI DOORANQS'IOEtTHNID=ROW= IDENTIFY OEAD80.7 AND SPECIFY WAO1: AMAX' MCI: Dr 1070 TEMNCLOGY DANE ATOMS, FL 31379 F.O. BOX 1579 R.342 T VLT * Bersar ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ..seam• 3 0 10 I 11005 °�° -1 I B 71 rs RobertL I tk,P.E. PE 039712 Structural • • • • • • • • • •. • • • • 30 12 0 MAX DLO DOOR SECT. A A VERTICAL MAX. DOOR HEIGHT INTERIOR EXTERIOR MAX DLO SL SECT. B-B VERTICAL MAX. SIDE LITE HEIGHT INTERIOR SL VIEW G-G CORNER ASSEMBLY • • •• • • • • •• •• • • • •• • • ••• • • • • • • • • • • • •• • • • • ••• • Aged as eomplytug with the: ▪ • • • Nom off �1lg.lN • MIamI Dade P udad Cantle* •S (.(1 Mosley AK AsIWW AK Moo R1G Dag Mask= RWOi• 0 !» •M•07 Oft RorMamc A ClasdeAl NOCHM.OETIM3lEEl. SHOVIDOUBLEHOLLOWEADSZTONATCORIER AMWAY c 1070 TECfAOT.CeY0t0YF NO:0MA F134275 P.D. 6091629 AID R94274 P T B EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT arrme F0101 ore 4 a 10 moo. 110051 B •• • • • • • • • • • • • SL WIDTH --•1 I MAX. r DLO DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) 7C SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 ANDS) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABO_I1Y MAX SL WIDTH Mau. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR • • • • • •• • • • •••• • • •• • ••• • • • • • • • • • • • • •••• • • • • &Vend n coml525 *ititbe ••• adding • • non ff?8 = . • • Yf ni Dade Product Cobol • • • • • •••. • •••• r•w•e FR HAW OF FR FJC DOA Odes Don WOO Ruts B Reftl• A NOORME THIS 8HEE1. ADD TOOK l /EWE IJ1E'TDl 14Xtl EEn'BNG ESSIEUIE7DBECf. SF 621/07 1070 TECHNOLOGY ORIVE NOKOtet F1. 34275 P.O. BO( 1829 "M(Ol1d, R 34474 VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT 1 /L( 6 d 10 I�� B /tb - il Robert L clerk P.E. PE 030712 Sheobual • • • • • •• • • • • • • • EMERGENCY GENERATOR INSTALLATION EMERGENCY (GENERATOR 125 KVA JAMES DENTICO CONTRACTING INC. JAMES L. DENTICO PE 28502 10055 BISCAYNE BLVD. MIAMI SHORES, FL PHONE: 305 -756 -6553 FAX: 305 -754 -9605 TRANSFER SWITCH � °° 13 -1 THHN, CU IN1 /s "EMT 200 A 240V EXISTING GROUND 0 3- 3 THHN, EMT CU µ>, I 1'/2" (j '#4 THHN GROUND TO EXISTING GROUND RODS AND WATER PIPE MACLELLON RESIDENCE 1209 NE 96 STREET MIAMI SHORES,. FLORIDA 33138 EXISTING •••• METER/ MAIN DISCONNECT .... • • .. • • • • • • • • • • • • .•. • • • • .. • • • •. • • • • • • • • • •• • • • • •• • • • • •• • M ) 44' 2C 0 Ms r, DWG # PGT# DESCRIPTION 920D 6920D SIDELITE HEADER 9210 6921 SIDELITE SILL 9160 60381 SIDELITE JAMB 1155 781 PQA #8 X1.= QUAD PN. SMS 998 7998 HEAD GASKETS (STOCKING #70998) 999 7999 SILL GASKETS (STOCKING #70999) 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712853K SETTING BLOCK, 3/32" X 1/4" X 1" W /PSA 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS Is g GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 11006A 141106A ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) 103 OFF THE SHELF DEAD BOLT LOCK ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 26 27 30 31 32 33 34 38 37 38 39 wade* RIC wade* PX e* FJC DWG # 943B 1010 7070 955 938 956 995 996 952A 11000 1670 11004A 11001A 11002A 11003A 9150 1010 6608 1140 1048 930 1118 7070 910D 911E 917 1178 913A 1130 990 914A 40 41 42 43 44 45 46 47 48 51 930 52 931 53 1118 54 957 55 1118 DASs 8118,07 a* 8114 ors 2/2207 PGT# 60411 60300 87070K 7955X 7938X 7956A 7832X12FPXP 70995 70996 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 60300 66608M 78X112PSATS 71048 41721N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 997 1023 928 1145 1212 983B 984B 1213 929 1139 982 70997 67924G 41720 76X12FPAW 7P3OGG 6983 6984 6Q200K 74UBLOK 7634F FD2PTAY Areiskasr 8 RotAxxx A J.I. 6/21107 DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL MS - S.S. W /SWCONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.860, 6061-T5 #8 X 1.500 PH SQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL SMS TRUSS CLAMP 5/16.18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X .75 P11. FL TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X.750 PH. FL. SMS 49 50 6R180FS 2 PT. LOCK ASSY. RUBBER SLEEVE 41721 STRIKE PL INSERT (INACTIVE PANEL) 7FRSPX DEADBOLT STRIKE PLATE 710034PFA #10 X.750 PH FL SMS 70957X HANDLE STRIKE PLATE 710X34PFA #10 X.750 PH FL SMS Wadi* Dr" I1DCI 80E7111888 EE7: ADD 87381030FA9801T AND INACDVEPANH. Mari 0RE1/ <t. 1070180INOLOGY DRIIIE R.3078 P.O. BCX 1878 FL man Pic" B .504 -1 in 360 .055 - ►IFS - � 13 OUTSWING THRESHOLD CHANNEL COVER 6083 -T6 2.750 I -+I .126 e TUBE MULL 6083 -T5 ithalbig FD101 taao PARTS UST 7r ALUM. FRENCH DOOR & SIDE UTES, IMPACT GA& ISIAAS 1/2x I 6 d10 Etwkalla 11005 -1 I B • • • • • •• • •••• • • •• • ••• • • • • • • • •••• • • •••• • • " ASen Ca Be • • • • • • • • • • • • • • aT1F-rte • • 4.626 4.000 O DOOR PANEL TOP & BOTTOM RAIL 6083 -T5 1 FRAME HEAD 6063•T8 J 1.479 .050 .078 .750 1.750 - 1 L71 t DOOR PANEL SIDE RAIL 8083.75 1.500+{ 1251 .050 8.085 TRUSS CLAMP 6063 -T5 5.459 .750 J 1- ►- -3.100 J 3.000 -4 OUTSWING THRESHOLD 6063 T8 60 O SL HEADER 11 6063 -T6 cp DOOR PANEL INTERIOR ASTRAGAL 6083- T58083 T5 .683 31r GLAZING BEAD O 7f18' GLAZING BEAD 8083 T6 72 6083 -T5 .075 L .750 J 1.479 1 .075 -r- �--- 3.100 --y 4.675 �-� DOOR PANEL 145) EXTERIOR ASTRAGAL \J 6083.75 4.588 5.212 4.100 4.726 1 +1.480-.{ SL JAMB 61 SL SILL ADAPTER 8083 46 6083-78 CD WEATHER 37 STRIP CHANNEL 3.000 ��• 1 6063 -T5 r- -1.578 -1 .890 .050 3.000 62 SL JAMB 6063•T6 11- 2 .980 .050 20 DOOR FRAME, JAMB 6063 -T6 HINGE 6063-T5 0.375 .125 • ••• • • • • • • • • •• • • • •• • • • •• • • • •• •• • • • • itipt•ed es comply:1 tiuM Florida Sulam Cale a • Sd@••ILT I k 1•?io • • • da Dade Praha* • •• �i { lA6q'.4' ' • • • • • • • 1 • • •• • W • ••• • • FA •index FA m.e1: FJ6 Das •7B&•7 3N•07 ldddora A ap J.J. MOOHANiE7FOB31EE7. ADO WOW 70M3010 AMASS BED OM 70 OEM 30 31.46 93662 ram t0? 7ECHNIXOGY DRIVE NOK01•S F7.34275 P.O. BQX 1621 1 FL 34274 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LJTES, IMPACT a.n.a•re FD101 112x en.* of 10 asr••. 11008 -1 t Z • / 7 L Clark. P.E. PE 438712 Structural • • • • • • • • • •• • • • • HEAD 1 ZONE "C• I W O N g m 1___ SILL _I SEE TABLE 3. SHT. 9 H ;- _ . -, HEAD 1— NE i ZONE "r Z°NE 1 ! OXO , SILL f-ZONE � ZONE . -t-ZO 4 SEE TABLE 7„ SHT. 9 NOTES: 1 ZONE D "�ZONE "I 1 1 XX SILL � SILL ZONE "D" ZONE 'D" SEE TABLE 4., SHT. 9 Z N m HEAD HEAD ZONE °D"�ZNE — f- ZO�NE-t OXX SILL SILL SILL ZONE "D " ZONE °F"� SEE TABLE 7., SHT. 9 HEAD ZONE "E" I O I_ SILL ZONE 'E" SEE TABLE 5., SHT. 9 1. APPROVED ANCHOR TYPES ARE 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.412 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. L _ HEAD I ZONE "D"tZONE 1 XO OR OX .__ T ZONE "D'� ZONE 'E"' SEE TABLE 8 , SHT. 9 W Z N HEAD t-Z ZONE _ZON t- Z�ZONE"F"tZONE'F"� ZONE � SEE TABLE 7.. SHT. 9 "E" ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H 71 3/4'W 90C DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. UNIT. • • • • • •• • • •••• • • •••• 114 •••• • • •••• • ••• • • • •• • • • • • • • Aglp•'� 8 cum14',W h �wii t`f • •• P. 7007 - - 0 NOM • • * !lade Piailrct • • /twaq I . 4 440 • • T s • • • • •• • • •• wr•aeR Road Sr FJC tlw PA trs,•P F.IC are eras 818107 6%4®7 1>m` 22207 aa•wo•c were Itmblass A Oaarr4 NOONNYOETT$4SR87. rrev xa1:3RWCANOIORZCWEFROML TO V. ADD AN HOR TYPES TOSOLlRw0N Di* 821107 1070 TECHNOLOGY DRIVE NOKOMIS, Pc 3476 P.Q6m( NOKCSOCA FL 3494 c; ANCHORAGE, CONFIGURATIONS INN ALUM. FRENCH DOOR & SIDE UTES, IMPACT Sobleakdat RHO, Book NTS SAW 8 d 10 110054 B i a '1 cy1) Ro L. Clerk. P.E. PE 839712 Stnshuel JAMB ZONE "A° JAMB ZONE "B" JAMB ZONE "A" / \ \ { JAMB ZONE'S" / O XX O -JAMB 2 . < \ ♦ !/ • •"•'Y "Y ,. Y HEAD 1 ZONE "C• I W O N g m 1___ SILL _I SEE TABLE 3. SHT. 9 H ;- _ . -, HEAD 1— NE i ZONE "r Z°NE 1 ! OXO , SILL f-ZONE � ZONE . -t-ZO 4 SEE TABLE 7„ SHT. 9 NOTES: 1 ZONE D "�ZONE "I 1 1 XX SILL � SILL ZONE "D" ZONE 'D" SEE TABLE 4., SHT. 9 Z N m HEAD HEAD ZONE °D"�ZNE — f- ZO�NE-t OXX SILL SILL SILL ZONE "D " ZONE °F"� SEE TABLE 7., SHT. 9 HEAD ZONE "E" I O I_ SILL ZONE 'E" SEE TABLE 5., SHT. 9 1. APPROVED ANCHOR TYPES ARE 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.412 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. L _ HEAD I ZONE "D"tZONE 1 XO OR OX .__ T ZONE "D'� ZONE 'E"' SEE TABLE 8 , SHT. 9 W Z N HEAD t-Z ZONE _ZON t- Z�ZONE"F"tZONE'F"� ZONE � SEE TABLE 7.. SHT. 9 "E" ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H 71 3/4'W 90C DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. UNIT. • • • • • •• • • •••• • • •••• 114 •••• • • •••• • ••• • • • •• • • • • • • • Aglp•'� 8 cum14',W h �wii t`f • •• P. 7007 - - 0 NOM • • * !lade Piailrct • • /twaq I . 4 440 • • T s • • • • •• • • •• wr•aeR Road Sr FJC tlw PA trs,•P F.IC are eras 818107 6%4®7 1>m` 22207 aa•wo•c were Itmblass A Oaarr4 NOONNYOETT$4SR87. rrev xa1:3RWCANOIORZCWEFROML TO V. ADD AN HOR TYPES TOSOLlRw0N Di* 821107 1070 TECHNOLOGY DRIVE NOKOMIS, Pc 3476 P.Q6m( NOKCSOCA FL 3494 c; ANCHORAGE, CONFIGURATIONS INN ALUM. FRENCH DOOR & SIDE UTES, IMPACT Sobleakdat RHO, Book NTS SAW 8 d 10 110054 B i a '1 cy1) Ro L. Clerk. P.E. PE 839712 Stnshuel JAMB ZONE "A° JAMB ZONE "B" JAMB ZONE "A" 2,3, WOOD 11,2, CONC LOAD ZONES I ww - F a x x x�x 5 2 7 4 5 2 7 4 5 2 7 4 5 2 7 4 8 2 7 4 5 2 7 4 5 2 7 4 5 2 7 4 6 2 7 4 8 2 7 4 5 2 8 4 5 2 8 4 8 2 8 4 8 2 8 4 8 2 8 4 5 2 8 4 8 2 8 4 6 2 8 4 8 2 8 4 7 2 10 4 6 3 8 6 3 8 7 3 10 7 3 10 6 3 8 6 3 8 6 3 8 7 3 10 7 3 10 6 3 8 6 3 8 7 3 10 7 3 10 4 4 4 4 4 4 4 4 4 4 4 4 9 t W x x 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 5 2 6 2 3 2 3 2 5 2 5 2 5 2 3 2 5 2 5 2 5 5 3 5 3 6 3 6 3 6 3 5 3 5 3 5 3 6 3 5 3 5 3 5 3 5 5 6 5 5 5 5 5 6 6 5 5 5 5 8 5 5 6 6 Z3, WOOD 1,2. CONC LOAD ZONES 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 8 4 7 4 3 5 8 4 8 4 3 5 5 5 8 4 2 3 5 6 8 4 2 3 6 6 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 6 6 8 4 2 3 8 5 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 7 6 10 4 3 5 6 8 8 4 3 6 6 5 8 4 3 5 6 5 8 4 3 6 7 6 10 4 3 5 7 6 10 4 3 5 6 5 8 4 3 6 3 1 6 � 8 5 9 4 TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDIHS x•aek x".dPA FX Raw I BA PX FJG °X" - 25.50 TO 37.60 WIDTH x HT. 25.50 x 79.78 83.75 87.75 91.75 95.75 27.50 x 79.75 83.75 87.75 91:75 95.75 29.50 x 79.75 83.75 87.7 91.7 95.7 31.60 x 79.7 83.7 87.7 91.75 .75 87.75 91.75 95.75 35.50 x 79.75 83.75 87.75 81.75 86.7' 37.50 x 79.75 83.75 87.75 91.75 95.75 7 L ur Ces 5M4.7 Coe 21207 10 4 3 3 ••••• 8 A Ctdad10 J.J. 5 NO ONANGE INN EET: nib' 8r1U07 TABLE 4. XX DOORS TABLE 6.4 SIDE LITE (ALSO X DOOR OF XO & OX) DOOR WIDTHS '90N - 47.75 TO 71.75 WD1H x HT. 6 10 5 5 5 6 5 9 4 3 5 91.75 7 6 10 4 3 5 95.75 7 4 3 6 A "8,8DCASE NOTABLES IO TABLE 4, 77: CHANGE MEW El. READ MAN *CIO WAND COLUMN REFERENCE M MS NOR TYPES 10.75 x 79.76 4 83.75 4 87.75 4 91.75 4 95.75 4 12.75 x 79.75 4 83.76 4 87.76 4 91.75 4 95.75 4 19.00 x 79.75 4 83.76 4 87.75 4 81.75 4 85.75 4 21.76 x 79.75 4 83.76 4 87.76 4 81.75 5 95.75 5 27.75 x 79.76 5 83.75 5 87.75 6 91.75 6 95.75 6 36.13 x 79.75 B 83.75 8 87.75 7 81.75 7 95.75 7 38.75 x 79.7 83.7 87.75 91.7 95.75 6 8 7 7 7 GLASS TYPES A B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC WIDTHS "O"- 10.75 TO 38.75 4 WITH x HL O ZONE OAD W s 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 070 7ECNNZOOY DINE NOt(GIIS, FL 34275 P.O. x[1529 NO», FL 9/274 TABLE 6. XO & OX GLASS TYPES A, B. C, 0 ANCHOR 8 SUBSiRA TYPE 2,3, WOOD 1,2, CONC POOR WIDTHS J(- 26... TO 37. 3, SIDE LITE WITH x HE O 10.75 x 79.75 4 83.78 4 87.7. 4 91.7 4 96. .4 12.75x79.'4 83.75 4 87.75 4 91.75 4 95.75 4 19.00 x 79.7; 4 83.7. 4 87.7. 4 81.7 4 95.7. 4 21.76 x 79.7. 4 83.7. 4 87.75 4 91.75 5 95.7z 5 27.75 x 79.7•• 5 83.7= 5 87.7' 5 91.7 -. 6 95.7z 8 35.13 x 79.7 6 83.7 6 87.7; 7 91. • 7 95.75 7 36.75 x 79.75 8 83.76 8 87.7. 7 91.75 7 95.75 7 dj: ANCHOR QUAN7ITYLOAD ZONE c x LOAD ZONES g O O 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 TABLE 7.OX0. XXO OXX & OXXO GLASS TYPES A, B, C, D AICHOR TYPE SUBSTRATE 2,3, WOOD 1,2, CONC 10.75 x 79.75 4 83.76 4 67.75 4 91.75 4 95.75 4 12.75 x 79.76 4 83.75 4 87.75 4 91.76 4 95.75 4 19.00 x 79.75 4 83.75 4 87.75 4 91.75 4 95.76 4 21.76 x 79.75 4 83.75 4 87.75 4 91.75 5 95.75 6 27.76 x 79.76 6 83.75 5 87.75 6 91.75 6 95.75 6 38.13 x 79.75 6 83.76 8 87.76 7 91.75 7 95.75 7 38.75 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 7 DOOR WD1HS %P - 25.80 TO 37.50 100 - 47.76 TO 71.76 DI SIDE LITE wpm x Ht t) ZONES F O s LOAD 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 5 5 4 4 5 5 5 TAB 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4_2 (4 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 ALUM. FRENCH DOOR & SIDEIJTES, IMPACT Visibly Better I NA Oat CoN0010 9 s 10 I 11005-1 •e B APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. •••• • • • • • •• • • •••• • • • ••• • • • •• • • • •• • • t1BL.¢.v4d ss c 02.1 1e �SrOa Bald code • •• MD•ePr'od•Costes • • iiy atwl I. /-.10,0. • • • • • • • a r •• • WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8° 1/4" IVIAX. SHIM =1 MIN. CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK NOTE 2 " 3/4' 1 3/41._ [ MIN E.D. MIN ED r I • ; : ... E L .. ' • . • E .r 19.1 CONC MAX. ANCHOR SHIM ilii 1 I. J — NOTE 1 1 1/4" 'TYPE 1 OR 2 (CMU) SIDE LITE HEAD (WOOD) 1 314° TYPE 2 (CONC) 1/4" MAX. SHIM 1/4" MAX. SHIM DOOR HEAD (CONC) 1/4° MAX. SHIM !••• 1 318" TYPE 1 1 3/4" TYPE 2 :1 314" MIN. E.D. 11 1 111■1111i lif11111,11f1, IliiI11110111r. 4 3/4" MIN. E.D. 2X wool) BUCK, NOTE 2 2X WOOD ECT. NOTE 1 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 it ,.....„. „...._. . 1 318' MIN. ... , • 3.4 KSI MIN. •,, E '' .'.3 314" TYPE 2 •••• • • CONC. :,. ,„.*: ti: • i g e ivis .1 OA MO • I..— 13/4 —.1 MIN. E.D. SIDE LITE SILL (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) EXT. 1/4" MAX. — SHIM 3/13" MIN. NOTES c-1/4" MAX. 1 318" TYPE 1 1 3/4" TYPE 2 r 1 34 1(51 MIN. CONC. t MIN. WOOD ANCHOR TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) WOOD ANCHOR. TYPE 2 OR 3, 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 3.41431 MIN. CONC. 1X WOOD BUCK. NOTE 2 13/8" MIN. CONC. ANCHOR, NOTE 1 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 SIDE L TE HEAD (CONC) T moo aiiflhIIIi. . . ,..— NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE-FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, 35 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALUC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1/4" MAX. • • • SHIM • • • • • • • • 1/4' MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4" 'TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5101 MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. • • • • • • • • • • • • • • .0 • • • • 2ob • • • EbosEftr ONE NO CRAMS THE SHEET. SPED TYPE182EMBED. ON GOND DEM& SPED TYPES &DONK= DETAILS. ADD ANCHOR TYPES TO NOTE Trim I Dios 916/07 Dor snow Aft 222/07 10TO 773:HNOLOGY ORNE NOKOME4 R.378 P.D. BOX NOMADS. FL 34974 Vwbb &u ANCHORAGE DETAILS Sib ALUM. FRENCH DOOR & SIDE LITES, IMPACT •••1117de FD101 NTS dt..! 10 ar 10 armaget. 11005-1 f 1 /11 RobetiL Clark, P.E. PE 039712 Structural COUNTY MIAMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston - Salem, N.C. 27105 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: Model 1200/Heritage 3000 Short Panel, Long Panel and Flush Panel. APPROVAL DOCUMENT: Drawing No. IRC -1209- 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 1200'.. Heritage 3000 Short Panel, Long Panel, and Flush Panel ", dated 05/08/07, prepared by Amar>:Garage Doors, • • • signed and sealed by Thomas L. Shelmerdine, PE. Bearing the Miami -Dade County Product C8$trof ApprpBat •; stamp with the NOA number and approval date by the Miami -Dade County Product Control ISrv n. •• • MISSILE IMPACT RATING: Large & Small Missile. .... . • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city %tate and• following statement: "Miami -Dade County Product Control Approved ", unless otherwise not kei ®m. : • • • • • 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 8z 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 and consists of this page 1, evidence page E - 1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 www.miamidade.aov/buildinacode NOA No: 07- 0706.05 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 Page 1 • • • • • • • • • • • • • D. Amarr Garage Doors. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. IRC -1209- 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 1200 Heritage 3000 Short Panel, Long Panel, and Flush Panel ", dated 05/08/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE. B. TESTS: 1. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0430.01 -07, dated 06/06/07, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by ETC Laboratories, Report # ETC -03- 816 - 13287.1, dated 07/15/03, signed and sealed by Joseph L. Doldan, P.E. STATEMENTS: 1. • • • . . . • C. CALCULATIONS: 1. Calculations prepared by Structural Solutions, P.A., Project 01 -040, lied 06/14/07, signed and sealed by Thomas L. Shelmerdine, P.E. • "•'. . . • . Code compliance and no financial interest letter issued by Structural Solutions; PA., dated 06 /14/07, signed and sealed by T. L. Shelmerdine, P.E. • • • • : • 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 06/12/07, signed by Danny Joyner, Applications Engineering Manager. E. MATERIAL CERTIFICATION: 1. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T707, dated 05/30/07, signed and sealed by Candido F. Font, P.E. 3 A7 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0706.05 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 E -1 • • ..• • • . . • • .. .. • • • •. • •. • • .. • .•.. • • 13 GA ELY. COOff2CIN. TOP RAJ-ER IRAN ATTACHED W(4) 1/4' x 3/4' NEE HEAD SCREWS PER BRACKET (1) 3 O/9' X ea GA R TRIES ATTACHED W GO 1/4' X 2/4' HEX HEAD SCREWS PER STILE 5/16• x 1 3/e' LAG SCREV (D PER MG BRACKET 3 3/4' r SMIRK O) 1/4-20 x 5 /BTRACK SPLICE ELT AND NUT PER JAMS BRACKET TYPICAL TIP FIXTURES N.T.S. (3 5/8' R- TRUSS) 2. 10 BALL STEEL ROLLER V/9' STEM AND a) 7/16' T WARIER USED FIR THREADED FASTENERS INSIDE ELEVATION N.TS tD 2-1/2' X 3-1/2' 11313A BACKER PLATE AT EACH INTERMEDIATE A.12 END IEEE LOCATION 3 3/9' 2266. R -TRUSS ATTACHED V/ W 1/4' x 3/4' IRK HEAD SCREWS AT EACH CENTER STILE 5/8'H X eE GA 2' OILY. STEEL TRACK TRACK T1a0NNESS .0133' TYPICAL DURASAFE CENTER HINGE N.TS. '/ FTF7CH1E REAL TRACK MOUNTING DETAIL • • • • • • N.TS • • • • • • • BY INSTALLED) • l4GA OIRASAFE CENTER HIDE ATTACHED W (4) I/4' x 3/4' HEX HEAD SCREWS EN GA GALV. STEEL. END STILE S� VETH m 116 x 1 -1/4' • • • • •• • • • • • • • LI x • /4'• • • Haw READ SODEIOS • • • • 2' EGA STRUT ATTACHED V/ C9) 1/4' X 3/4'IEX HEAD SCREVS AT END AND CENTER STILE 2' O BALL STEEL 12011ER W.E. STEN AND N ROAMER USED THREADED SHAFTS PER ROLLER N. TYPICAL DURASAFE END HINGE O 24 GA ION EXTERIOR SKIN / G-40 GALVANTLATDD4 ADD BAKED ON POLYESTER FINISH WOOD JAMB ATTACHMENT TO STRUCTURE 1 4 2*. BRACKET 14 GA ATTACHED V/CD 1/4' X 3/4' NEB MEAD SCREWS TYPICAL BDTT@1 BRACKET N.T.S. sfed is complyag% all81E Jvo Corks NC Sti.v,ra 2)4.11/21 9y 7 Y e KRIICA1 JNx1 AnMS(Nr,T TO Rohl FPNE AMRMiON 0/IB' X S LAO SCROD SWAM r FROM ENDS TWN 24' 66 (1 1/4' 12EAD)I) IND mum 130.7 3/1' X r BMC= r 8ROY 07114 REE1 21' 66 (21`r O12202D4T) 1111.11 SLEEP AMOUR 3/0' X2-3 /r STAMM r DON D709 BEN 23' 66 (1 1/r WOOED RO F 111 411017-BOLT) 3/0' X r STORMS S R OI DOG OAP 24 66 42 lir 2 2 9 YFRR1". JAI• ATTAAixeTIT TO OAA Tag WTI S LEEVE PPM 3/r X 2-3/r STAMP r 8801 an4 91211 1Y 66 41 1/r 1711 SST TAP074 1/r 9 2-3/r STORMS B ROE EIDO USE PAWS OP FASIW06 (3' APART) AT 12' oA (1 1/4' ) NANO• DOLTS CAM ED COMITE 2012 TO (2222 A 4W9I 100800 8MAR. '1D MN AMOR 2220 APBS EN 203//44 r SECTION A —A (SIDE VIEW) N.T.B. REV I JEW= (F awns MAX SIZE 9' x14' DESIGN LOADS +57.0 P51 -67.5 PSF LARGE IOSSI.E IMPACT RESISTANCE 13 GA CID Ex1A1. MINE ATTACHED V/(4) I/4' x 3/4' HEX READ SCAEVS AT EACH END STILE ADJUSTAR.E SLIDE BRACKET ATTACHE V/GO 1/4' x • MILT AND NUTS TIP SECTION 3 3/9N X 22 GA GALV. STEEL 11-TRIRS ATTACHED 114 CENTER OF SECTION W 0 1/4' x 3/4' HEX HEAD SCREWS AT EACH STILE, AND (E) IN BACK SHIN /MAY BETWEEN HINGE APID MLOST2.E CFC -FREE EXPANDED TSTYREFE INSULATES 1 LB DENSITY R'2.73, W617 END HINGE 14 GA 3 5/914 X 28 GA. GALV. STEEL R -TRUSS ATTACHED (1) PER SECTION V/ (4) 1/4' x 3/4' HOC HEAD SCNEVS AT EACH EEO STDE, ® A HINGE LLICATICK AIM OD D/ BACK slam HUME AND9.E r e0 GA STRUT - EN BOTTOM MCIEE ATTACHED W 1/4' x f/4': 1EX HEAD SCREWS' I 23 1149 1'4 07 (4(1 TPT VINRAN -61{'14 N.' P7109 VYVAx11PRT1 MODEL 1200 HERITAGE 5000 Short Panel, Long Panel, and Plush Panel 9Di MI BY DD 861E 0.1/I3/I7 CRAW SNEER B DECOR( se a1E 05/03/01 CRC- 1209- 189 -21 -I E89EE& DEWS L 91118N1O PLUG No 66178 SRO 1 IF 2 •• • • CONY. VERTICAL JAMB 2Xe YELUNT PIE (NG. 2 CR SERMON) ••• ••• • • • • • • • • • • • • • • • • • •• • • •• • • • • • ••• • ••• • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •• • • SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM 114E DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRAKI( THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAIOMUM DESIGN LOADS OF: +258.5 LBS/FT & -303.8 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED, 0 -40 GALVANIZATION W/ BARED ON POLYESTER FINISH 5. 000RS UPTO TO' ITCH CONSIST O (4) SECTIONS AS SHOWN. USE (1) 3 5 /8' R -TRUSS PER SECTION AND (1) 2' 200A STRUT ON THE BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGSTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED to ASTM E330 -02. ASCE 7 -02, AND FLA.. BUILDING CODE PROTOCALS TAS 201, 202, 203 WIND LOAD DESIGN CRITERIA. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COOS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE )6 ItL ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 1IMES A YEAR. THE MANUFACTURER SHALL MAR. TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILRIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY LOLLS WTI YIELD STRENGTH OF 32.000 PSI OR MORE SHALL BE USED TO MARE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. TABLE 1 DESIGN LOADS +258.5 LBS/FT -303.8 LBS/FT INTERIOR OF GARAGE MAX. WIDTH 9'O' 1II1111I1II1 SEE NOTE 2 TABLE 2 • • • • • • • • DIM CONFIGURATION FOR 8'8' UP TO 14' TALL DOORS • • • • •• • • • • • •• • • 13 OA. FLAG BRACKET ATTAINED TO HORD JAMB V/ CP 5/16 01A X 1 -4/8' LAG BOLTS AND 10 TRACK W a) 1/4• -80 " 5/8 TRACK SPLICE BOLTS AND NUTS SEE (TABLE E) OR PAGE E FOR JAMB BRACKET SPACING SPLICE TRACKS AT MS LOCATION W/ (4) 1/4" -20 TRACK SPLICE 601.78 & NUTS SECURE TO JAKE MTH (3) 8/18' CAA • t -3/6' LAG 801.15 (0 3/16" 514. • 1 - 8/8" LAC KILT ATTACHED TO JAYS AT EA JAMB BRACKET 12 OA DAL%. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4' -20 • 3/8" TRACI SPLICE BOLT & NUT DOOR HEIGHT 0 IMm #6 MIENIKEMEMIIIPARMISMANIA MI®®®® 18" F es® BE 18" 18" 18" 18" 18" 18" MI 0 FMK% RLI 21 V im. MIEN NUM Eal Ellil ® 18" 18" 18" 18" ER MI ®MI 18" EN MI 13' 6" 12'6" 11'6" 10'6" 9'6" 86" 7'6" 6' 6" SECTION HEIGHTS Btrn 18" 18" #3 #8 DOOR HEIGHT 7' 9' 10' 41' 13' TRACK ATTACHMENT n`iiii OO ©00 ©Ii©© ,. a3 eY w Ti all s re c , o c L 38" 46" 56" ITAMEnill111111.11111111111 ®© 46 56 68 ®11111111/1=11.1.11- .i.:. ii t41';µt'1`, `-.,z_ ®�® 38° 46 56 68 " Emma 38" 46° 56" 68" 78 100 " .11.1.1111.11 t-ata® ®100 110" Emma Wil;11151 0 ta ® 88" 100" 110"®-1M yid^ •az '9„* 4E H L E ?� n"�3?.3s�� "�'_?�.... �i+A°tRl�G'.T�:� =z C�e� ..._„,,. ..+ 15111401 38 46 56 68 ® 86 100 pgionam 115111tigillirdi-41 46 " low EZIKEilila 146 SPLICE S 76" 88° 100" 112" 124 138° 148" 180" sat 1 OEMS MAX 812E 9'•14' DERMA 1.0 +57.0 *5F -67.5 P5F LARGE 10551E BKPACT RESISTANCE 109 to V> rnln YIA$T@I -GI CR Kr AT09 yv AIVP9 v2 MODEL 1200 HERITAGE 3000 Short Panel, Long Panel. and Flush Panel 92* 8 OM BY 811 OWED SY A� as amply* with thD Data NCAO AT7A..o1i lT� dal Oivs' OAR 01J18,61 OK MAX' poet IB09AS L SEMI w PE IL B6 OMM79 Dm mem IRC- 1209- 189 -21 -I SOU 2 OF 2 • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, Florida 33309 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 Anil 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 fair 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: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05-353, titled " 0,050" Aluminum Storm Panel ",meets 1 t hrone'. 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated JuiiM 29:2005,00r/ and sealed byV.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision th8 Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Diviwg. • • • MISSILE IMPACT RATING: Large and Small Missile Impact • • • • LABELING: Each panel %ha11 bear a permanent label with the manufacturer's name or ION; W, stet$ flld t$e following statement: "Miami -Dade County Product Control Approved ", unless otherwise MQ i lierem. • • RENEWAL of this NOA shall be considered after a renewal application has been filed did tterie has been Oo change in the applicable building cod's 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 cha!i p1a 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 # 03 0421.13 & consists of this page 1, evidence submitted pages E and E - 2 as well as approval document mentioned above. - The submitted documentation was reviewed by Helmy A. Makar, P.E. 02 /6/200 MIAAII -DADE COUNTY, FLORIDA METRQ DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/.16/2006 Page 1 • • • • • • • • • • SCALE: /' 2a • k • • • • • • • • • •• • • • • • ••• • 7.: '3'• 4.4' 4 ` 'l /1 'oi 0° ♦ SKETCH OF SURVEY jV PAGE 1 OF 2 Ze. _. `/OGG • ••• • • • • • • • .• • • • • • •• ••• - •• • • • • • •• • • 27.0' ASSOCISTED .ENGINEERS & SURVEYORS OF SO f N COf P lON 'Wm* maridetautatio sundaes. • 7320 GRIFFIN RD.. DAVIE. FL 33314 • TEL (954) 791- 2110 • FAX (954) 791- 1352 •• ••• •• • • • •• • • • • • • • • • • •• • • • •• • •• ►ri ti /4.7P' Z- sroxy cos /zoo' Z/.610' CdvE/I�'9'"�c /r A ad'V y • ••• • • • • • • • • • .. ST • • • • • • • PifitIce uv 7.0' 70' ' / Z' • 4� • Go4W '%o f " t o ZS.DO 1 ,. Z4.6` ..4 /7B\ /7.0 ••• • • • • .4'4',0.5"/A T f1'VElrgn/T • • • • • • • • • • • • �/ • • • • ••e• • • • • •• ••• • • • ••• ••• ••• • • • ••• • • •• • • • ••• • • LI DRMWN�Y J : D Ffec3CED BY: � F.B. PG. • • • • • /0.0' fia LEGANCA • .ANCH A/C .AUi CONDITIONER Asp. .ASPHALT • BIN. .BLACK B A =BENCHMARK CA .CENTER UNE C.B. .CATCH BASIN C.B.B..CONCRETE BLACK STRUCTURE C.LE .CHAR LINK FENCE Cone .CONCRETE D.E. .DRAIMOE EASEMENT EL ELEVATION E.O.P. .EDGE OF PAVEMENT F.F. .FINISHED FLOOR F.H. .FIRE HYDRANT Fad. .FOUND G.V. .GATE VALVE • EWA..GUY WIRE ANCHOR WEE .INORESSIEORESS EASEMENT LR IRON ROD M. .MEASURED NOVO =NATIONAL GEODETIC VERTICAL DATUM N =NAIL IDISC No. Olt .NUMBER OH .OVERHEAD OJL =OFFICIAL RECORD Pg. .PAGE PA. .PROPERTY UNE PJ. POINT OF INTERSECTION PAS. .POINT OF BEAANNINO • P.O.C. .POINT OF COMMENCEMENT P.P. .POWER POLE PAM. =PERMANENT REFERENCE Pant .PAVEMENT O.R. =OF RECORD RAW .RKwTOF-WAY S.P. .STEEL PIPE S.B.E. .SOUTHERN BELL EASEMENT O .� OF ALK •L .TAB U.E •UTILITYEASEMENT W. .WASHER 7.06 .DENOTES EXISTING ELEVATION • =BET IRON RODW1CAP TURN TO PAGE t DP It FOR LEGAL ♦NATION AND CERTBICATIDN JOB NO. 98. 73 PROJECT SKETCH OF SURVEY WITH EXISTING . STRUCTURES Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMIrfl D UNDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: • L Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. • • 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 300;1 1'34• by JuRitg, • Aluminum Corp. with physical properties. •.. • : 2. Certified Tensile Test Report by Certified Testing Laboratories, RjWft•No. C:LL a 592F dated 06/26/2000, forAluminum Alloy, signed and sealed by.Wash P14. :. P.E. • D. MATERIAL CERTIFICATION: 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03 -¢4143 A. DRAWINGS • 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", she�� . 1 "through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revisikp. 11. dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 •• • • •. •. • • • • A Helmy A. Maker, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval. Date: 02/16/2006 Town & Conntry Industries, Inc. B. TESTS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton - Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. •••• D. QUALITY ASSOURANCE • • ▪ •••• 1. By Miami -Dade County Building Code Compliance Office. • • • • • ; •; •• • . E. MATERIAL CERTIFICATIONS • •••• • .. • 1. None. •••• • E -2 • • • •• •• •• • • • • • •• • • • • • • • • • • • • • •• • 4 Helmy A. Maker, P. E. Product Control Examiner NOA No 054713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 • • • • • •••• • • • • Florida Building Code Online • .•• BCIS Home S Log In User Registration 1 Hot Topics 1 Submit Surcharge Stets & rac e i-ruuiiwAons RBA Staff t !CIS Meta Product Approval USER: Public User FL # FL10753 -R1 Application Type Revision Code Version 2007 Application Status Approved Comments 12/10/09: QA expiration date updated to 12/31/2011 per the confirmation from NAMI -TB&A. Archived ` T Product Manufacturer Town and Country Industries, Address /Phone /Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj @tc- alum.com Authorized Signature • Product Aooroval Menu > Product or AooliceUoSearch {i • n > Application List > Application Deta • • • • • • ' • • • • • • • Technical Representative Thomas B. Johnston Address /Phone /Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj @tc- alum.com Quality Assurance Representative Address /Phone /Email Category Shutters Subcategory Accordion Compliance Method Florida Engineer or Architect Name who Vladimir John Knezevich developed the Evaluation Report Florida Ucense PE -10983 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2011 Validated By ORLANDO L. BLANCO, P.E. i" Validation Checklist - Hardcopy Received Certificate of Independence FL10753 R1 COI 2008 Certificate of Independence-FBC - sianed.odf Referenced Standard and Year (of Standard) Tom Johnston tomj @tc- alum.com • • ••• :• • •; • • 00 • • • • • • • • • • • • • .•• Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 Page 1 of 2 Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received http : / /www.floridabuilding.org /pr /pr app dtl.aspx? param= wGEVXQwtDgvldAvIteOYO7... 3/9/2010 Summary of Products FL # Model, Number or Name Description BI folding aluminum accordion shutter 10753.1 6.8 Accordion _ Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See tables 1 and 3 on page 1 of 11 for design pressure vs span Installation instructions FL10753 R1 II 08225 Drawlno.adf Verified By: Vladimir John Knezevich 10983 Created by Independent Third Party: Yes Evaluation Reports FL10753 Ri AE Evaluation Report FL10753- R1 -1.adf Created by Independent Third Party: Yes Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved TAS 203 07/17/2008 08/19/2008 10/19/2008 12/10/2008 Back tiext I ACA Administratlon Department ofCommunity Affairs Flotlda Bu lding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000 -2010 The State of Florida. All rights reserved. privacy Statement 1 Ioovrioht Statement 1 Aocesslblllty Statement 1 plun -In Software 1 Customer Service Survey I Contact Us Product Approval Accepts: F Page 2 of 2 ••• • • • • • •••': . • • • ; • • • • • • • • • • • • • • • • ••• • • • • • • • 1994 • • • ••• •. ••• • •• • • • • • • • • • • • • • • • • • • • • •SS ••• ••• • • •• • • • •• ••• ••• ••• ••• • • • • • • . • • •• • ' • • • • ; • ••• •• •• — http : / /www.floridabuilding.org/pr /pr app dtl. aspx? param= wGEVXQwtDgvldAvIteOYO7... 3/9/2010 1.05" ITYP. SEE NOTE No. 10 12.00" COVERAGE .090" 1/4 -20 MACHINE 125" TYP. SCREW 12" 0.C.(STUD .375" R DIRECTIO MAY 4,--- BE REVERSED)., 0 LABEL LOCATION 2.02" O STORM PANEL SCALE : 3" = 1' -0" . 4.632" 4b STUD ANGLE SCALE : 3" = 1' -0 GENERAL NOTES; 1.00" MIN. 5.00" M m 2.02" 1.525" .090" ErAga .2/5 •215 N I .060" SYM. .315" R • • ••• •• •• • • • • • • • • • • • • • • •• • •• • • • • • • •• • • • • • • • 1.05" MIN. TYP. .090" WITH THE 1. H RRICANE Z IHYHZI Q RTH UCo O� SHUTTER G CODE0200 E VELCCIT 2. ROp� WIND LOAD DURATION FACTOR Cd a 1.6 WASSUSED FOR WOOD LAG SCREW ESIGN. 3' W ELOCIT p ITNVACCO WIIT TNGE GOVERNING CODEHAND GOVERNING 4. FOR SIITE SPE CIFIC APPpR LIILalipjCCO��N OF SYSTEM�LUDE INFORMATION 5. OF THE FLORIDA AOMINISTATIVEECODESHALL COMPLY WITH CHAPTER 61G15 -23 6. R LED AH ER � T HER FO Oft OR A FR XTR UC N T URA T R I U UB5TRA S ist 7. THAP � I E EN PO H TO THESE APPROVAL p S APP DOCUMENTS p DOC WILL VOID P L 8. BULD OFFIC EC T E MAYIEL O N g E g T O FTTHE FOLLOWIANG OCUUMEEN ,, THE p S A) RRE UOL s� I u'RcE E A ' 0 I IEERE T ECIFIC S R TOLTBYE B U ILi71 TE OF TING HIS/HER APP ovAL B) EME FROM THE MIAMrOADE COUNTY PRONUCT C°NTROLPDIVI R AND ZONE AR ONLY OPTION YIOTIHALL BE ACCEPTEDHEBYITHE BUILDING OPPIEPALE 9. A S FOLLO F O N E MARKING PANEL AND S H AL L E BE PERMANENTLY L ABE L ED TOWN Si COUNTRY RIpNpDUU,STRIES, INC N �� S MIAMI-DA EECOUNTY y �{ �{ 10. RIELA NG MIIJIMUMLIOCKNE55 AND MECHANAL PROPERTIESi L 0.050 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N i2.A MINIMU TE STR OFL6 E KG AL4 0 NN ED OR STAINLESS STEEL WITH 13 PO h " HpADER M UNT'NG I O `H�WHERE APP EXCEPT 1 a HALF STORM PANEL • SCALE : 3" = 1' -0" J w z Q 0, 04 0: 0 E- w w an X a J • • • 000 • • 00 0 • • • • • • • 000 • • • • • • • 000 • • • • - • • • • • • • • • • j •• • I I • • • •• • • • • • •SEE E ••• 0 .NOi01 • • •R• 6.000" COVERAGE 6.332" .090" .150" .215 "0 m •0 O 6 C -TRACK (FINISH) C -TRACK BUILD -OUT F -TRACK SCALE : HALF SIZE SCALE : HALF SIZE SCALE a HALF SIZE .12" (TYP • •• • • • • • • • • • • .• ••• • .092" (TYP.) .062' .177" ` 3,4 N TOM MOUNT 2.250" P. .313" 377" ss PLAN VIEW ' TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" .375" 0 m N N °U° HEADER a. BUILD -OUT • U. HEADER SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" .376" .376" .190" 55" ■- 0 0 'F' TRACK SCALE : HALF SIZE SIDE PLAN VIEW w ~ � az fJ� z utn pJ w Luz W �a 0. Lmax., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" = 1' - 0" WIDTH UNLIMITED I (PERPENDICULAR TO PANEL SPAN) TYPICAL crrr.nurl . -TOP MOUNT .120" 2.250" 2 000 4 KEY HOLE SLOT' 650 "0 /• Y LE SLOT P .375" 452 " 0.090" (TYP.) 315 "0 315 "0 1/4" MAX. .094" L aJ06" • O �- 2 020" .190' EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 0.090" (TYP.) 1 O STUD ANGLE SCALE : 3" = 1' 1/4 -20 MACHINE SCREW 1812" 0.C.ISTUD DIRECTION MAY- BE REVERSED) 0 0 .125" TYP. N 655" .440" 2.00" 1 ZOPTIONAL LEG DIRECTIO (ZAMAC3ALLOY) 0 'F° ANGLE - TRACK O WING NUT SCALE : HALF SIZE SCALE : HALF 5 FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL ALUM. ANGLE BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. BUILD -OUT MOUNT CLOSURE DETAIL 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" 1/4" MAX. 1/4 -20 MACHINE A��CHINE O C .( DIRECTION MAY BE REVERSED/6 091" TYP N 30" .563 "0 (20 GA. GALV. STEEL GR 40 OR 0.050" 6063 -T6 ALUM) KEYHOLE WASHER SCALE : HALF SIZE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & p 8" 0.C. FOR DESIGN LOADS GREATER • THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE E ANCHOR) PRODUCT REVISED =complying Ridding Code the PIOi9d! Asaeptance No O$ - f1 Expiration Date LILT - p BY L..wv i • LL.G M,.i, Dade Division 3.03 I AS NOTED WEI 0 0 u 0 0 VJ. Knezevlch Professional . . R Ueeme t 0983 I/ • I 9 I E©IIII111 IiIIIHI [ 06/29/2005) la 1 05-3'63 !sheet 1 of 6 I 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. • SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION /zo a .52 00 93 (/ -3 -Z- 53Q /� ." f o • ' • • •• • •• • • • • • •• • • • • • • • • •• •• • • •• . • • • •• • ••• • ••• • ••• i V • 4 • 4374 sxt co q I i =•I is ••. • . • • • • ••• 14. • • f• • :• •. ••• •• • • • •• • • • •• • • • • •• ••• • • • • • • •• DA D AT DAVIEr Ht FRANCISCO A. AGU R' E, REGISTERED LAND SURVEYOR #3354 STATE OF FLORIDA U LOCATION SKETCH ••• • • • • • • • • • • • • • • • • •• • • '3T.RE "r s top: •. • 14 V 4 r ` 5..,4 , r. , ..• •••'. • (NOT TO SCALE) ASSOCIATED ENGINEERS & SURVEYORS OF S OUTH FLORIDA, CORPORATION CONSOLING IIiNGINURFuw swum no emu RD.. ma tc4 OAVER. FL333I4. 7111,2110. FAX 4 7111.1 • . , ...,44 I R .L) (9�, UPDATED: • D k �'t ; r r ! , r y eY. I A • sf2 .1 �A� FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 1 I HEREBY CERTIFY TO: / --,e4,/ c 0 45 / °/ L� GGOl�,6 a FOR � /v ca/,6 /t1,9c 1.6 PAGE2OF2 ,19 9! . BROWARD COUNTY, FLORIDA. PROPERTY ADDRESS /So 9 /1/, c. 96 57 - .Pm/ 511Neg', 33/38 SURVEYOR'S NOTES; -• or ff /2. 41111 Aim 4WD.: IS 1. ELEVATIONS SHOWN REFER TO NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D.). :. _ APP.eic,QBGE',1jt AM �t / 2. BEARINGS, IF SHOWN, ARE RELATIVE TO THE ONE SHOWN AS BASIS OF BEARINGS 3. THE REFERENCE BENCH MARK (B.M.) IS r 325"D - ,c3•Pg55 Zehe AN GONG.',varrne'i iT &Z. e,74 LOCATED AT: /l/ E• !?. T • da '/V dF L /!/ d /0 ' ,1Y6: Z3..� l�Y. o� > 70.7/V mere S4•67 /oN LEGAL DESCRIPTION: - LOT(S) / £ %PFhi /4 BLOCK ( , OF /1/09 c51 - 5 .} -5 - C77. OA/ 5 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK /0 , PAGE .37 OF THE PUBUC RECORDS OF 1 ev COUNTY, FLORIDA. THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF AS RECENTLY SURVEYED AND PLOTTED UNDER MY RESPONSIBLE DIRECTION AND THAT THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS SHOWN THEREON. I FURTHER CERTIFY: THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS PURSUANT TO SECTION 472.027, FLORIDA STATUES, AND ADOPTED IN CHAPTER 61G17 -6 FLORIDAADMINISTRATIVE CODE, EFFECTIVE SEPTEMBER 1, 1981,. AS AMENDED, DECEMBER 1988. DAY OF �o'`i r NOTE:EXCEPT WHERE SPECIFIED HEREON SHOWN ON THE RECORDED PLAT IDENTIFIED IN THE LEGAL DESCRIPTION OF THE PROPERTY FOR THIS SURVEY, NO SEARCH FOR EASE- MENTS, ENCUMBRANCES NOR RIGHT -OF -WAY OF RECORD HAS BEEN MADE. NO EXPRESSED OR IMPLIED DETERMINA- TION OF TITLE, TO THE LAND DESCRIBED, IS MADE. I JOB NO / PROJECT SKETCH OF SURVEY WITH EXISTING STRUCTURES DETAIL QE (PASS THEW SEC.) MOTOR SCHEDULE 1/4 ITW (CO "0 NC.) OR MIN (BLOCK) EMBEDMENT CONC. (8.3510I) 4T. 1- 11/4." HOLLOW an BLOCK 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC. (33S )(SO 1/4 "0x MIN. 2 -1/2" LONG WOOD LAG j 3/4 EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD 12" 4" 7" 12" • • • •• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • •• • • -• • • • • • • • • •• • • • • • ••• • •• •• • • • • • • • • • • ••• • • • • • • • EXISTING CONL•RE r ? • • • • • • HOLLOW BLOCK OR WOOD FRAMIN EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 • • • • • • • • • ••• • CONNECTION TYPE • RE EERENJ ANCHOR • SLFIEDI4LE FOR MAX. SPACING* • • • i • ••• • CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. C1 CONNECTION TYPE SPACING REFERENCE ANCHOR XISTING CONCRETE, SCHEDULE FOR MAX. HOLLOW BLOCK OR SPACING WOOD FRAMING CONCRETE, BLOCK OR WOOD FRAMING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O CEILING/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON) —1/4" MAX. J 11.1 W z a< EXISTING Fo u: GLAZIN tn 0 W In W u in x E - v) STORM PANEL SEPARATION FROM GLASS TABLE 2 4 as MAY BE ISr "REVERSE 1/4" MAX. Q CONNECTION TYPE SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 PTIONAL LEG DIRECTION CONNECTION TYPE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Q. EQ. OPT ONAL LEG DIRECTION 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EXISTING GLAZING 1/4" MAX. © BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" ® 'PASS THRU° SECTION E SCALE: 3" = 1' - 0" STORM PANEL SEPARATION FROM GLASS TABLE 2 81 OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 12" O.C. (TYP. TOP & BOTTOM) THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER 2 "x5 "x1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT 1/4" < MAX. s 1/4 "0 THRU BOLTS W/ LOCK NUT @ 12" O.C. FASTENER, SEE DETAIL ()ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2 "x 5" x 1/8" C1 CONNECTION TYPE ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE DETAIL C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX: EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON) W J m F J 0 w u 6 J N EXISTING GLAZIN O CEILIN MOUNT / BUILD OUT SECTION SCALE: 3" = 1' - 0" Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER @1 6" 0.C. OR @ 12" 0 C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING © 'F° TRACK/DIRECT MOUNT SECTION SCALE: 3" = 1' - 0" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. PRODUCT REVISED ascam lytagwit6 thetlat$da n >D p O 0713. Data IYI(p - IN. 41, 1� m D 0 03 z (AS NOTED j MCI 06/29/2005 • 05-3%3 1 sheet 2 of 6 • ••• • • •• • • • • • • • • • • • • • • ••• • • • • • • • ••• • • ••• • • • • • • • • • • ••• •• • • • • t Grp D TRUSS RFRAM NG MglhE • EXISTING STUCCO FINISH OR PLYWOOD SOFFIT • GLAZIN r■ . A � I II wok_ ' k • 11,71-10cwaz:zt.s SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" O.C. u vN GLASS OR D00 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 • 1 " x4 "OR1 "x6" .062" CONT. ALUM. TUBE (6063 T6) •• • • • - • • • • • • • • f- 1/f 1 -1/2" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING © BUILD -DOWN / BUILD -OUT SECTION SCALE: 3" = 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING ETAIL L C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING J C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NOTE USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN • h • HEADER OR • U • HEADER TOP MOUNT Q C -TRACK ASSEMBLY - INSIDE MOUNT SCALES .3" = 1` - 0" #14 x 3/4" TEK SCREW @ 12" 0.C. BETWEEN TRUSSES NE 1 /4 "Ox MIN. 5" LONG WOOD LAG SCREWS 24" 0.C. MAX. WITH 2-1/2" EMBEDMENT INTO WOOD MEMBER TWO 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 2 -1/2 " EMBEDMENT INTO WOOD MEMBER m it x 0 E J —1/4" MAX. LL Zin . w� W N t'" X � a 2 0 J � a F E N t:1 EMBEDMEN t �a TWO 1 /4 "ox MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24." 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS EE MIN. STORM PANEL SEP. FRO GLASS TABLE 2 EXISTING GLAZIN TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 2" x 6" P.T. CONT WOOD BLOCKIN 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD /16" I.D. AND 1/2" 0.13. x 3/16" MINIMUM NYLON ' BUSHING OR 1/4 -20 1/16" NUT (GALVANIZED) MIN. O C -TRACK ASSEMBLY - (BLOW UP) L SCALE: HALF SIZE CS CONNECTION TYPE USE 1/4" W000 LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING W000 FRAMIN CONT. 3" x OR 4" x WOOD FRAMING REQUIRED 1/4" MAX. 1/4" 0x MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" 0.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING O CEILING/BUILD-OUT MOUNT SECTION SCALE: 3" = 1' - 0" USE®OR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD INAL LOCATION OF STUD EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 M C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. O BUILD - OUT/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" 1/2 "0.0.x1/4 "10.x3/16" NYLON BUSHING " OR 1/4 -20 S.S. NUT (TYP. TWO 1/4 "0x MIN. 4." LONG STAINLESS STEEL W000 LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1"x4 "x1 /8" x CONT. ALUM. TUBE *14 x 3/4" TEK SCREW @ 8' O.C. 1/4" MAX. NNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PRODUCT REVISED as em g Cods the Ths Acceptance No 05 -0 3" 03 EspiraiBn Date o BY Muni Da Cougar' Division f O 0 O 0 J W a snr AS NOUD Wel c E E 0 06/29/2005I ( J l Mat 05 353 1 ( sheet 3 of 6 3 • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • ••• • • • ••• •• •• • • • • • • • • • • • • • ••• • • •• • • • • • ISTING WOOD RAMING • EMBEDMENT EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 1/4 -20 S.S. BOLT & BOLT & WINGNU @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1 /8" 6063 -T6 ALUM. BENT PLATE • O WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" = 1' -0' 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8" 6063 -T6 ALUM. ANGLE EXISTING BAY WINDOW MAX. MAX. 1" OVERLAP W J 7 w x X Z m Q M TYPICAL CORNER CLOSURE DETAILS (PiAN) SCALE: 1 -1/2" = 1' -0" C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. 1/4" MAX. 1/4 -20 S.S. BOLT & NUT @11 " 0.C. 2 "x5 "x1/8" CONT. ALUM. ANGLE 0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. z` SPACING nl EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING WINDOIWG 1" OVERLAP b 1 "x 2" 2"x 2" 2 "x 4" 2 "x 5" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 9OTYP. 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT @ 12" O.C. (CONNECTS TO ADJACENT PANEL) EXISTING CONCRETE, HOLLOW BLOCK OR • WOOD FRAMING EMB EXISTING GLAZING I� Eft insvmalt, orim*S1EL EM: poi x 0.055" 6063 -T6 ALUM. TUBE 5" LONG HANDLE RIVETED TO PANEL / 2" © WALL MOUNT SECTION SCALE: 3" = 1' - 0" 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 WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION T) O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. 1 2" 2 "x 2" x 0.055" 6063 -T6 2 " 4„ ALUM. TUBE 2 "x 5" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) 1/4" MAX /4" MAX. '9 W] Lk \ \� EXISTING GLAZING— HOLL EXISTING CONCRETE, HOLLOW BLOCK OR WD00 FRAMING CONCRETE WALL MOUNT / BUILD OUT SECTION SCALE, 3 "= 1'- 0" (MAX PANEL HEIGHT m 7 - 4' & MAX. DESIGN LOAD ±72.00 P.S.F.) O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" DETAIL®° 0 NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. NON - STRUCTURAL FINISH MATERIAL BRICK OR WOOD CONNECTION TYPE REFERENCE ANCHOR / SPACING E FOR MAX. 1/4" MAX. 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NON- STRUCTURAL FINISH MATERIAL 3/8 "0 HOLE FOR FASTENING PANEL PRODUCT REVISED as complying with the FlurliTa ▪ Code NNo05- 0113.03 Expiration Date I rILyfr - /0 Di Mined Dade T' = Control Division -I o Z 2 as AS NOTED 2 0 0 06/29/2005 1 011 05 -353 sheet 4 of 6 ' ' ' •:• •••' " • ' ' ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ' .,nays •isna •" • • • •a �• • • ANCHOR T1fP ' • • • • Oqp. l! Ill >6 t ut (SEE NO TE 1) • • • • •MIN. 2° EDGE DISTANCE MIN. 3° EDGE DISTANCE :SUNS OR, TO • 6 _0" : ( NOHTs1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 12' -O•' (SEE NOTE 1) SPANS UP TO 6%4" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C 1 SEE 2 (SEE C2 TYPE 3) {5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 - 14 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONCRETE i mmu 1/4'0 ITW 1 -3/4" n inks liUilRllRli m,.... TAP W/ 43.0 14 14 14 14 14 14 14 14 12 10 14 14 8 8 7 14 14 14 14 14 '14 14 14 14 12 14 14 8 10 9 5. • 14 14 . 14 13 14 14 12 10 9 14 14 6 7 6 14 14 14 14 14 14 14 12 12 10 14 14 6 9 7 72.0 114 14 14 ) 0 9 14 14 5 7 6 14 12 3 5 4 14 14 12 12 10 14 14 6 8 7 14 12 3 6 5 CO MIN. EMBEDMENT -, •i 3L : 4.0 14 14 11 9 7 14 14 4 6 5 14 12 3 5 4 14 14 9 10 9 14 14 4 7 6 14 12 3 6 5 150.0 14 12 150.0 5 4 14 12 3 5 4 14 12 3 5 4 14 12 3 6 5 14 12 3 6 5 14 12 3 6 5 � i * 1 � rrrr p r1 11 1Y1 q 1W / MA C_ Ell 43.0 ArA��igrA7AAl/L� 13 13 6 5 F "P ANE L MATE " �t%4�20 72.0 r ater .. 14 7 A %� 12 12 14 14 14 14 12 14 14 11 10 8 14 14 4 7 6 1l 50.0 ZAM.�ir 4 9 7 �� 4 3 150.0 9 7 ��r 3 9 7 14 14 14 13 10 14 14 7 9 7 12 12 3 6 5 E8 5 ME E NT E E L 84 0 /�' it 3 / 3 ' i ' // 'i � 14 14 5 7 6 10 10 5 4 9 7 d 4 3 43.0 1 Yr 4 � r iA � �� A � edAN 12 12 F 12 12 12 12 0 12 4 3 12 9 12 7 12 r 10 3 7k 11119r �t11111I liR *Iii ' -• F E M A L E W/ 1 -7/8" WN 3. la1NU►1111111: 50.0 12 12 12 12 12 12 10 = 12 12 • 12 12 12 12 12 12 12 10 12 12 • 9 ELCO MALE/ "PANE MBqEDE & MIIN. Fit ITHN cjNO 18 g„ 72.0 12 12 10 8 12 12 7 12 9 12 12 12 10 12 12 8 7 12 12 6 / 150.0 12 9 5 4 12 9 5 12 9 12 12 6 5 12 12 6 5 12 12 6 43.0 14 14 14 14 14 14 14 14 14 • 14 14 14 14 14 14 14 14 14 14 14 1 /4•'oELCO CRETE FLEX / 1-3/4" MIN. EMBEDMENT ONM. 3.350 PS.L ammo 50.0 14 14 14 14 14 14 14 14 14 • + = 14 14 14 14 14 14 14 14 14 14 • 12 72.0 14 14 14 12 14 14 10 = 14 12 14 14 14 14 14 14 - 12 9 14 13 9 84.0 14 14 : 12 10 14 14 8 14 12 - 14 14 14 12 14 14 10 8 14 13 9 150.0 14 12 7 6 14 12 7 . 14 12 - 14 13 9 7 14 13 9 7 14 13 9 iiiimiiiiiiltliiiiilii4tiiiiiil> 4 " TAPCON W/ 11-1/2" EL�O MIN. EMBEDMENT IMlN.93Z0PgI 7411IIII■i }iiiririiSi(Niiiiii mr..- N yy 1 -1 4 1 M IN. EMBEDMENT 43.0 14 14 14 12 14 14 • 10 = 13 13 - 14 14 14 14 14 14 13 10 14 14 9 50.0 14 14 13 10 14 14 . 9 11 11 14 14 14 13 14 14 : 11 9 14 14 8 72.0 14 14 - 9 7 11 11 6 8 6 14 14 : 11 9 14 14 7 6 10 8 5 84.0 14 14 7 6 9 9 / S 8 6 14 14 9 7 12 12 / 6 5 10 8 / . 5 150.0 43.0 8 14 6 14 4 8 3 6 8 10 6 10 4 5 8 7 6 7 Pop 10 14 8 14 5 10 4 8 10 12 8 12 5 7 4 5 10 9 B/ 9 5 5 I • HOLLOW CONCRETE BLOCK 50.0 13 13 7 5 9 9 5 6 6 14 14 8 7 10 10 6 4 7 7/ 4 72.0 9 9 5 4 6 6 4 Al 10 10 6 4 7 7 4 3 5 4 3 84.0 7 7 4 3 5 5 3 3 9 9 5 4 6 6 FAIIM 3 150.0 4 3 i//,� ra 4 3 VA 5 4 FA�VA�� _ 3 r * I NI/ y ? /B t/4- M unwl OEg1M LASS SC REWTEEL 43.0 ,� r Air ��551arar i r Affrdra 9 9 9 7 5 6 6 3 5 3 4 4 A 3 rim 50.0 8 8 8 6 4 5 5 4 3 4 4 72.0 ��/ /l / / � �I re A � r � /�� %� 5 5 - 4 4 4 �r /��llfil/i�//.%� a 84.0 �� ',maw ��i�� arA �Aoraai�/I,o 5 � 2IESi/ rzi�.r�o��ei/rii�iozra � �� /O�i 150.0 * �IgrlgrtuiflUUUlant: 43.0 12 12 10 8 12 12 : 7 11 11 5 12 12 12 11 9 12 12 8 6 12 12 5 4 * I'M .i1 118111 �1111u> / 1 -1 M N EMSCR�W HN WITH NUT 50.0 12 12 8 7 12 12 6 10 10 4 12 12 12 10 8 12 12 7 5 10 10 p 5 4 4 7 5 3 3 12 12 5 7 5 10 10 4 4 7 5 3 3 84 0 12 12 5 4 8 g/ / 3 7 5 / 12 4 6 4 8 8 / 4 3 7 5/ 3 3 150.075 3 / / , 7 5/ 3 7 5/ 3 7 5 3 3 7 5 / 3 3 7 5/ 3 3 43.0 14 14 14 11 14 14 - 9 12 12 7 14 14 14 14 11 14 14 • 9 8 13 13 7 5 t 1/4� F EDM CRATE I. w/1-1/4 EMB RENT 50.0 14 14 12 9 14 14 - 8 - 11 11 6 14 14 14 12 9 14 14 - 8 6 11 11 6 4 4 8 0 13 13 7 5 9 9 4 4 8 6 4 13 13 4 7 5 9 9 5 4 8 6 1 4 3 150.0 8 6 4 3 8 6 4 8 6 4 8 6 4 3 8 6 4 3 8 6 4 3 i�!(�i�i}iiti�iit�l(iiitilc 1/4 "0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 43.0 14 14 10 8 11 11 - 7 8 8 5 14 14 14 13 10 14 14 9 7 10 10 6 5 50.0 13 13 9 7 9 9 6 6 6 4 14 14 14 11 8 12 12 7 6 8 8 5 4 72.0 9 9 6 4 6 6 4 5 3 3 12 12 4 7 6 8 8 5 4 6 4 4 3 84.0 8 8 5 4 5 5 3 5 3 3 0 10 10 3 6 5 7 7 4 3 6 4 4 3 150.0 5 3 3'2 5 3 3/ 5 3 3 / 6 4/ 4 3 6 4 4 3 6 4 F 4 3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS I )naffs •1soa 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' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 GOOM 2" MIN. 43.0 14 14 14 13 12 14 14 14 9 8 14 14 9 6 6 " I 50.0 14 14 14 11 10 14 14 14 8 7 14 14 7 5 5 L /4 "m ° gg MIN. gq LON OR PERP W 72.0 14 14 14 8 7 14 14 6 5 5 14 14 4 4 3 150.0 14 14 4 4 3 14 14 4 4 3 14 14 4 4 3 43.0 14 14 14 / 13 13 7 9 9 3 +tli ngitlig y 7 16 "0 WOOD BUSHINGG 1/ 4i2 EE5M5g SD7=EEL MACHINE[REW 50.0 14 14 14 ZZ�� 4 r �'�� 72.0 11 11 4 /Z/ I� � � � � %//� �r Z 84.0 9 9 3 Z.��,�_ra,,,�13 O _ ��.��i Ai �� 150.0 5 4 11t EDDII Lut11iAMW: 43.0 14 14 14 14 11 14 14 9 8 14 14 7 5 * t1■Elii1111111111w 50.0 14 14 14 12 10 14 14 8 7 13 13 6 5 F "P ANE L MATE " �t%4�20 72.0 14 14 7 8 7 12 12 5 4 9 7 4 3 5 4 9 7 4 3 150.0 9 7 �/ 4 3 9 7 4 3 9 7 4 3 E 0 sn .0 a 0 2 v c • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • • ••• • • ••• • • • • • •• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • •. • • •• • • • • • • • • • • • • • • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIHC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ANCHOR TYPE ANO EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7 WHERE . EXISTING THAT FASTENERS FRAMING, WOOD ADEQUATE WOOD FRAMING MEMBERS NDT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. SHALL BE LOCATED IN CENTER OF NOMINAL " x 4" (MIN) W00D S TUD . 3 /4" ' EDGE PINES ACCEPTABLE EATER DENSIITY LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. BASE ANCHOR AND SHALL HAVE EITHER A PA1/2" EAD, TRUSS HEAD O R RWAFER HEAD (SIDEWALK BOLT), U.O.N. 10. % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT REVISED es pb'tiss with th Elwid4 Bedding Cede Acceptance n Dots 7 IT. 0 Mud Dade Division WAWA 0 0 .s of Z AS NOTED ""° 06/29/20051 1'14Q 05 -353 sheet 5 of 6 j Copyright © 2005 1 -am t11i1111lUIV1 f fgRlll pA11 I SEPARATION FROM GLASS • '• POSITIVE DESIGN LOAD (W) (F.S.F.) - • ACTUAL SPAN (L) (FT - IN) ' COLUMN1 COLUMN2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 55.0 50.0 - e- 3 2 -1/2 - 62.0 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 • 3 -1/4 70.0 , 4 -0 3 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 80A 4 -0 3 1 -1/2 8 -4 3 3 MO • 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 • N O • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • ••• •••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••. ••• • • • •• • • • •• ••• •• • • • • • • • • • • •• • • • • • TABLE 1 NOTES; 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. PRODUCT B'EVffiEID no complying with the alding B Code Accepic ne No 0S- 0 Ex : ; : Date lrAI 7A BY Nang 1. ." Division O E O H 0 v J W I 2 .wa pS NOTED V.J. Knezevich Pideyknai FL Lkenae N•y 0010983 [ 06/29/2005 drawn y MCR, na 05 -353 [sheet 6 of 6 J MCantu 06/29/2005 04: 48: 34pm Copyright © 2005 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) SPAN FOR NEG PRESSURE (FT - IN) SPAN FOR P0S PRESSURE (FT - IN) . v 40.0 12' -0" 10' -4" 45.0 11' -3" 10' -1" T 10 '_ 8 " ( 9._9 " 55.0 10' -2" . T 60.0 62.0 65.0 � 9'- " 8•_11" 70.0 72.0 8' -11" 75.0 80.0 8' -3" 7' -6" 90.0 7' -4" 6' -8" 100.0 6' -7" 6' -0" 110.0 6' -O" 5' -5" 120.0 5' -6" 5' -0" 130.0 5' -1" 140.0 4' -B" 4' -3" 150.0 4' -4" 4' -0" 160.0 4' -1" 3' -9" 170.0 3' -10" 180.0 , 3' -8" 190.0 3' -5" 200.0 210.0 3' -1" 2' -10" 220.0 230.0 2' -10" 2' -7" • N O • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • ••• •••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••. ••• • • • •• • • • •• ••• •• • • • • • • • • • • •• • • • • • TABLE 1 NOTES; 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. PRODUCT B'EVffiEID no complying with the alding B Code Accepic ne No 0S- 0 Ex : ; : Date lrAI 7A BY Nang 1. ." Division O E O H 0 v J W I 2 .wa pS NOTED V.J. Knezevich Pideyknai FL Lkenae N•y 0010983 [ 06/29/2005 drawn y MCR, na 05 -353 [sheet 6 of 6 J MCantu 06/29/2005 04: 48: 34pm Copyright © 2005 oft £u5 ZS3 SKU 553010 Diesel. y:.r,�h't, ntr,��' o'PI) ACCeSSOIi Efigm (Product Index] • New • 2 Year / 1,500 Hours Factory Warranty (Whichever comes first) • Battery Charging Alternator • Digital Control Panel • Factory Loadbank Tested • Mainline Circuit Breaker • Skid Mounted • Sound Attenuated Weatherproof Enclosure • Spring Mounted vibration Isolators • Dimensions (L x W x H - height does not include muffler): S3" x 36° x 57° • 30 KW • Weight (Pounds): 2281 • 8 Hour Base Mounted Fuel Tank • Diesel • Critical Muffler • Single Phase • Battery Rack and Cables (Batteries Not Included) • Includes Options: 12 V John Deere Battery Charger for Nexys Add $299.00 - John Deere Engine Block Heater Kit Add $250.00 - John Deere Genservice 500 (Fitter Kit for 500 Hours) Add $109.99 - Optional 2 Year or 1000 Hour Exuded Warranty: Add $289.0Q - 100 Gallon U.L. 142 Listed Double Wall Base Mounted Fuel Tank: Add $2,199.99 - 250 Gallon U.L 142 LLsted Double Wall Base Mounted Fuel Tank: Add $2,999.99 Saedticattons may vary. Confirm full specs prior to ordering. Accessories for Generators Algae -X Fuel Condltloner /Filters Ease Tanks Custom Base Tanks - Stock Batteries Battery Charmers Control Panels Enclosures Fuel Tanks Wight Towers Load Banks Marathon Generator Ends PTO Generators Recur Fuel Filters I�� fig 30 kW John Deere Sound Attenuated Fully Packaged Diesel Generator Set (SINGLE PHASE) FOB Miami In Stock Available for Immediate Delivery ma0 Lease Rotas Avaltabla Download More Information 30k11U ] M Gene rator Drawin . File Size: 115.541 kb 30kW John Deere M Sin le Phase f e $ixe: 440304 kb M107 Enclosure_ Drawino.adf Fite Size: 98.804 kb M107 EnClosure.pdf File Size: 513.845 kb 7/25/2005 3:27 PM HVHZ MANDATORY COMPLIANCE ACCORDION SHUTTER SPAN SCHEDULE HVHZ HVHZ POSITIVE WIND LOAD WITH ore &® or & O vi Eg W (PS.F.) L max. (FT - IN) L max, (FT - IN) L max. (FT - IN) 23.9 13-0 13-0 13-0 29.2 12-5 13-0 13-0 30.0 12-4 12 -11 13-0 35.0 11 -10 12-6 13-0 40.0 11-5 12 -1 13-0 3-3/4 3-1/2 11-8 13-0 � 4S t c� f 10-10 11-5 13-0 54.3 10- 11 -2 13-0 55.0 10-7 11 -1 12 -11 60.0 104 10-11 12-4 65.0 10-2 10-8 11 -10 70.0 9-11 10-6 3-1/2 75.0 9-9 10-3 11-0 80.0 9-7 10-1 10-8 85.0 9-6 10-0 10-4 90.0 9-4 9-10 10-1 95.0 9-3 9-8 9-10 100.0 9-1 9-7 9-7 105.0 9-0 9-4 9-4 110.0 8-11 9-1 9-1 115.0 8-9 8-11 8-11 120.0 8-8 8-9 8-9 125.0 - - 8-6 130.0 - - 8.4 135.0 - - 8-3 140.0 - - 7 -11 145.0 - - 7 -8 150.0 - - 7-5 155.0 - - 7 -2 160.0 - - 6-11 165.0 - - 6-9 170.0 - - 6-6 175.0 - - 6-4 180.0 - - 6-2 185.0 - • 6-0 190.0 - - 5-10 195.0 - - 5-8 200.0 - - 5-6 1-4m-Ina MANDATORY HVHZ COMPLIANCE MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD ACTUAL SHUTTER SPAN MIN. SEPARATION FROM GLASS FOR INSTALLATIONS 5 30' -0 ABOVE GRADE MIN. SEPARATION FROM GLASS FOR INSTALLATIONS > 30'-0" ABOVE GRADE (PS.F.) (FT IN) (IN.) (IN.) 29.3 13-0 3-3/4 3-3/8 30.0 5-0 3 1 8-3 2-1/4 1 -3/8 10-0 2 -1/4 1 -3/4 12-11 3-3/4 3-1/2 50.0 5-0 �-� 3 1 -1/8 • �3 2 -1�/4 1-5/8 �9-0 2- 1/4 2 11-5 3-3/4 3-1/2 70.0 5-0 3 1 -1/8 7-0 3 1 -1/2 8-3 2-1/4 1 -3/4 10-6 3-3/4 3-1/2 00 5-0 3 1 -1/8 7 -0 3 1-5/8 8-3 2-1/4 2 -1/4 9-10 3-1/2 3-1/2 110.0 5-0 3 1 -1/4 6-0 3 1 -3/8 8-3 2-1/2 2 -1/2 9-1 3-1/4 3-1/4 120.0 5-0 3 1 -1/4 7-0 3 1 -3/4 8-3 2-5/8 2-5/8 8-9 3 3 • ••• • • • • �•� • • • ••.•. • • • • . • • • • • • • • • • • • • • .• ▪ • • •• • • • • ••• • • • • • •• • • •• • • • • • • - HVHZ- (TABLES 1 & 2 ONLY) TABLE NOTES: • • • • • • • • • • • 6:8 /CCCORDION SHUTTER • • • • •• • • • • • • • • • • • • • • • • • • • • ••• 1. HVHZ: DEFINED AS MIAMI -DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. WIND LOADS: DETERMINE POSITIVE AND NEGATIVE WIND LOAD FROM ASCE 7. 3. SPAN: IN TABLE 1, ENTER POSITIVE AND NEGATIVE WIND LOADS AND READ ACROSS TO THE APPROPRIATE COLUMN TO DETERMINE MAX. SHUTTER SPAN (BLADE LENGTH). 4. REVERSING: THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE IT IS PERMISSIBLE TO MOUNT ON THE INSIDE OF A WOOD OR CONCRETE BEAM WITH THE SAO( OF THE SLAT FACING OUTWARD. FOR THIS CONDITION YOU MUST ENSURE THAT THE SPANS IN THE APPROPRIATE POSITIVE COLUMN OF TABLE 1 ARE APPLIED IN THE DIRECTION TOWARDS THE H0ST STRUCTURE AND THE SPANS IN THE NEGATIVE COLUMN OF TABLE 1 ARE APPLIED IN THE DIRECTION AWAY FROM THE HOST STRUCTURE. 5. SEPARATION TO GLASS: DETERMINE SEPARATION FROM GLASS VALUE IN TABLE 2 WITH THE APPROPRIATE POSITIVE LOAD AND SHUTTER SPAN. 6. FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE LINEAR INTERPOLATION TO DETERMINE SPANS AND SEPARATION FROM GLASS, EXCEPT FOR LEES THAN 30 FT. WHERE INTERPOLATION IS NOT ALLOWED AND THE NEXT HIGHER LOAD MUST BE USED. • • • • • • • • • •• • • •• HURRICANE PROTECTION T A B L E 3 NON -HVHZ & ASTM Wind Zone 4 ACCORDION SHUTTER SPAN SCHEDULE ASCE 7 DESIGN WIND LOAD W (P.S.F.) 0 to 54.3 55.0 60.0 65.0 70.0 75.0 80.0 85.0 90.0 95.0 100.0 105.0 110.0 115.0 120.0 125.0 130.0 135.0 140.0 145.0 150.0 155.0 160.0 165.0 170.0 175.0 180.0 185.0 190.0 195.0 200.0 POSITIVE & NEGATIVE WIND LOAD ALL MOUNTING CONDITIONS L max. (FT - IN) 13-0 12 -11 12-4 11 -10 11-5 11-0 10-8 10-4 10-1 9-10 9-7 9-4 9-1 8-11 8-9 8-6 8-4 8-3 7 -11 7-8 7 -5 7 -2 6-11 6-9 6-6 6-4 6-2 6-0 5-10 5-8 5-6 NON -HVHZ 8c ASTM WIND ZONE 4 - (TABLES 3 & 4 ONLY) TABLE NOTES: 1. NON-HVHZ: DEFINED AS AU. LOCATIONS OTHER THAN MIAMI -DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. WIND LOADS: DETERMINE POSITIVE AND NEGATIVE WIND LOADS FROM ASCE 7. 3. SPAN: IN TABLE 3, ENTER NEGATIVE WIND LOAD ONLY, DETERMINED FROM ASCE 7, THEN MOVE ACROSS TO SELECT THE ALLOWABLE SHUTTER SPAN (BLADE LENGTH). T A B L E 4 NON -HVHZ ASTM Wind Zone 4 - ONLY MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD .) 30.0 40.0 50.0 60.0 70.0 90.0 110.0 120.0 ACTUAL SHUTTER SPAN (L) (FT - IN) 5-0 8-3 10-0 13-0 5-0 8-3 9-0 10-0 11-0 13-0 5-0 8-3 9-0 10-0 11-0 13-0 5-0 8-3 9-0 10-0 12-4 5-0 7-0 8-3 11-5 5-0 7-0 8-3 10-1 5-0 7-0 8-3 9-1 5-0 7-0 8-3 8-9 MIN. SEPARATION FROM GLASS FOR INSTALLATIONS 5 30' -0° ABOVE GRADE 3 2 -1/4 2 -1/4 3-3/4 3 2 -1/4 2 -1/4 2-1/4 3-3/4 4-1/4 3 2 -1/4 2 -1/4 2-3/8 3-3/4 5-1/8 3 2 -1/4 2-1/4 2-3/4 5 3 2 -1/4 2-1/4 4-1/2 3 2 -1/4 2 -1/4 3-3/4 3 2 -1/4 2-1/2 3-1/4 3 2-1/4 2-5/8 3 NIT. SEPARATION FROM GLASS FOR INSTALLATIONS > ABOVE GRADE ON.) 1 1 -3/8 1-3/4 3-1/2 1 -1/8 1 -1/2 1 -3/4 2 -1/8 2-5/8 4-1/4 1 -1/8 1-5/8 2 2 -3/8 3-1/8 5-1/8 1 -1/8 1 -3/4 2 -1/8 2-3/4 5 1 -1/8 1 -1/2 1 -3/4 4-1/2 1 -1/8 1-5/8 2 -1/4 3-5/8 1 -1/4 1 -3/4 2-1/2 3-1/4 1 -1/4 1 -3/4 2-5/8 3 4 REVERSING: THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDeAN . OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE:+1r LSq PERMISSIBLE TO MOUNT ON THE INSIDE OF A WOOD OR CONCRETE WITH THE BACK: OF THE SLAT FACING OUTWARD. FOR THIS COND ASTM WIND ZONE 4, USE THE APPROPRIATE POSITIVE LOAD LOAD AND SHUTTER SPANS IN THE APPROPRIATE POSITIVE CO TABLE 4. 5. SEPARATION TO GLASS: (TABLE 2 or 4) 1S NOT REQUIRED IN WIND Ze THRU 3 (140 MPH WIND SPEED OR LESS). SEPARATION FROM GLASS 415 REQUIRED FOR WIND ZONE 4 (141 MPH OR GREATER WIND SP ENTER TABLE 4 WITH THE DESIGN POSITIVE LOAD AND READ ACROSS THE SEPARATION FROM GLASS VALUE IN COLUMNS 1 OR 2 (WFICHEVER,15 APPROPRIATE). 6.FOR DESIGN WIND WADS BETWEEN TABULATED VALUES, USE THE NEXT HIGHER LOAD OR USE LINEAR INTERPOLATION TO DETERMINE ALLOWABLE SHUTTER SPAN. PAGE 10111 GENERAL NOTES: • ••• • • • • •• • • • • • • •••• • • • • • • ••• • • • • • • • • • • .• • • • ••• • • • • ••• • . • •• • • • • . • • • • • • •• • • • • • ••• ••• • • • •• ••• •• • • • • • • OOOO . • .. • • 1. THESE EVALUATION DOCUMENTS REPRE I SFZUTTER SY5T@M AAtLYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A FLORIDA BUILDING CODE PRODUCT APPROVAL, FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) & NON -HIGH VELOCITY HURRICANE ZONE (NON - HVHZ). 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE ( IBC) AND THE INTERNATIONAL RFSIDEN RAL CODE (IRC). 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 4. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) REQUIREMENTS, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THIS SYSTEM MEETS MISC1I F LEVEL °D° AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996-05. 5. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886- 05/E1996-05/E330-02. 6. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALTTY FACTOR OF Kd =0.85 SHALL BE USED. 7. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 8. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE 9. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 10.ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 11. WHEN THE SITE CONDIRONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSE) ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION,. AS A CONDIRON TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL 12.. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY IND. FORT LAUDERDALE, FL MISSILE °D° - ASTM E1886, E1996 & E330 TAS 201,202 & 203 FLORIDA BUILDING CODE APPROVED 13.ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 20 KS.L 14.ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KS.L, U.O.N. POP RIVETS SHALL BE 1/4°0 OR 3/16 °0 5052 ALUM. ALLOY. 15.ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE 16.TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SEE PAGE 5 FOR LOCK LOCATIONS AND DETAILS. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS. USE REMOVABLE ANCHORS. 18.THE ACCORDION SHUTTERS MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT EXTRUSIONS ON INSIDE OF WOOD OR CONCRETE BEAM WITH BACK OF SHUTTER FACING OUTSIDE (SEE PAGE 5 - TYPICAL PLAN VIEW). 19. DETAIL 5 to 12, 16 & 27 on page 3 to 4, MAY BE BENT TO FORMA CURVE WITH A MIN. RADIUS OF 10°. 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 6.8 ACCORDION SHUTTER C) W agq a¢ ce LA I— —1 NJ I:C1 X Q H W N LOCKING MEC 1 VARIES — NO LIMIT SECTI ❑N HANISM, SEE TYPICAL PLAN VIEWS TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. 1—TOP TRACK PLAN VIEW -r— BOTTOM TRACK .062' 2.874" 1.825" 100" 62" 69' 1 .971" .062' 5.745" MAX. • • 1.825" • 8" • 1.250" .100" 62" .971" 1.200" 2.782" .068" 0 : • . 143'9' j' .068" .195" .095" J •' 62' .09 " ano•. .095' .971" 2.300" N .400" 2.655" 88 .5 . 60 � 4 O SILL SCALE: HALF SIZE .200" .250" . 4.603" 4.140" .29 258" 13 " 1 17 030R .054" TYP. 6.8 SLAT /BLADE 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE 4.510" 4.102" (.054" .227" 11 15 6.8 STACK /CONECTOR SLAT /BLADE SCALE: HALF SIZE • • ••• • •• ••• • ••••• • • • • • ••• • • • • • • • • • • ••• • • ••• • • • • • •• • • • • • • • • • � • • • • • • • • •• • • • • • i • • • • ••• •• •• PROJECT VARI • BUILD O WALL SCALE: HALF SIZ WHERE SHOWN 7 J O8 -SILL ADAPTER SCALE: HALF SIZE 30.225° 06 .043" .150R '1.1=1 10 LI .314" 325' 69" co co N N 6.8 ACCORDION SHUTTER .200" 0 0' N tU .- 4 0'. N 3.410' .095" .621' .831' 2.655' 1.069' 1.825' .510' 1.985' k� 2.195' O g EXTENDED SILL SCALE: HALF SIZE 14 CEILING HEADER /SILL SCALE: HALF SIZE T 0 0 N .143' 1.825" .875' y 143' 1.708' .682' .630' 2.822' .200 1.069 .062" 971" 2.195' in ti 0 0' 0 m O LITE 2 -LEG WALL 4 SCALE: HALF SIZE (230' 0 EXTENDED SILL ADAPTOR SCALE: HALF SIZE cu 0 RADIUS CEILING HEADER /SILL a SCALE: HALF SIZE SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS n 0.080' ® MID SILL SCALE: HALF SIZE 0.115' 0.096' .180' O HEAVY HEADER /SILL O LITE HEADER /SILL SCALE: HALF SIZE SCALE: HALF SIZE .420' ) WALL SILL CLIP SCALE: HALF SIZE .460' in 0 4.510' 0 MID SILL ADAPTOR SCALE: HALF SIZE 3.963' 0 WALL SILL P SCALE: HALF SAE ° ' 7 to / 0 14406. "o22r PAGE 3 of 11 • • L_ �- 11 \9i 1 1L__J1 .105' TYP 1 1. .875 ",. TYP. 3.635" ACC .2 4.510" t 4.510' .062' 2.874" 1.825" 100" 62" 69' 1 .971" .062' 5.745" MAX. • • 1.825" • 8" • 1.250" .100" 62" .971" 1.200" 2.782" .068" 0 : • . 143'9' j' .068" .195" .095" J •' 62' .09 " ano•. .095' .971" 2.300" N .400" 2.655" 88 .5 . 60 � 4 O SILL SCALE: HALF SIZE .200" .250" . 4.603" 4.140" .29 258" 13 " 1 17 030R .054" TYP. 6.8 SLAT /BLADE 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE 4.510" 4.102" (.054" .227" 11 15 6.8 STACK /CONECTOR SLAT /BLADE SCALE: HALF SIZE • • ••• • •• ••• • ••••• • • • • • ••• • • • • • • • • • • ••• • • ••• • • • • • •• • • • • • • • • • � • • • • • • • • •• • • • • • i • • • • ••• •• •• PROJECT VARI • BUILD O WALL SCALE: HALF SIZ WHERE SHOWN 7 J O8 -SILL ADAPTER SCALE: HALF SIZE 30.225° 06 .043" .150R '1.1=1 10 LI .314" 325' 69" co co N N 6.8 ACCORDION SHUTTER .200" 0 0' N tU .- 4 0'. N 3.410' .095" .621' .831' 2.655' 1.069' 1.825' .510' 1.985' k� 2.195' O g EXTENDED SILL SCALE: HALF SIZE 14 CEILING HEADER /SILL SCALE: HALF SIZE T 0 0 N .143' 1.825" .875' y 143' 1.708' .682' .630' 2.822' .200 1.069 .062" 971" 2.195' in ti 0 0' 0 m O LITE 2 -LEG WALL 4 SCALE: HALF SIZE (230' 0 EXTENDED SILL ADAPTOR SCALE: HALF SIZE cu 0 RADIUS CEILING HEADER /SILL a SCALE: HALF SIZE SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS n 0.080' ® MID SILL SCALE: HALF SIZE 0.115' 0.096' .180' O HEAVY HEADER /SILL O LITE HEADER /SILL SCALE: HALF SIZE SCALE: HALF SIZE .420' ) WALL SILL CLIP SCALE: HALF SIZE .460' in 0 4.510' 0 MID SILL ADAPTOR SCALE: HALF SIZE 3.963' 0 WALL SILL P SCALE: HALF SAE ° ' 7 to / 0 14406. "o22r PAGE 3 of 11 105" 1.230" .875 ",. TYP. 3.635" 4.510" .062' 2.874" 1.825" 100" 62" 69' 1 .971" .062' 5.745" MAX. • • 1.825" • 8" • 1.250" .100" 62" .971" 1.200" 2.782" .068" 0 : • . 143'9' j' .068" .195" .095" J •' 62' .09 " ano•. .095' .971" 2.300" N .400" 2.655" 88 .5 . 60 � 4 O SILL SCALE: HALF SIZE .200" .250" . 4.603" 4.140" .29 258" 13 " 1 17 030R .054" TYP. 6.8 SLAT /BLADE 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE 4.510" 4.102" (.054" .227" 11 15 6.8 STACK /CONECTOR SLAT /BLADE SCALE: HALF SIZE • • ••• • •• ••• • ••••• • • • • • ••• • • • • • • • • • • ••• • • ••• • • • • • •• • • • • • • • • • � • • • • • • • • •• • • • • • i • • • • ••• •• •• PROJECT VARI • BUILD O WALL SCALE: HALF SIZ WHERE SHOWN 7 J O8 -SILL ADAPTER SCALE: HALF SIZE 30.225° 06 .043" .150R '1.1=1 10 LI .314" 325' 69" co co N N 6.8 ACCORDION SHUTTER .200" 0 0' N tU .- 4 0'. N 3.410' .095" .621' .831' 2.655' 1.069' 1.825' .510' 1.985' k� 2.195' O g EXTENDED SILL SCALE: HALF SIZE 14 CEILING HEADER /SILL SCALE: HALF SIZE T 0 0 N .143' 1.825" .875' y 143' 1.708' .682' .630' 2.822' .200 1.069 .062" 971" 2.195' in ti 0 0' 0 m O LITE 2 -LEG WALL 4 SCALE: HALF SIZE (230' 0 EXTENDED SILL ADAPTOR SCALE: HALF SIZE cu 0 RADIUS CEILING HEADER /SILL a SCALE: HALF SIZE SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS n 0.080' ® MID SILL SCALE: HALF SIZE 0.115' 0.096' .180' O HEAVY HEADER /SILL O LITE HEADER /SILL SCALE: HALF SIZE SCALE: HALF SIZE .420' ) WALL SILL CLIP SCALE: HALF SIZE .460' in 0 4.510' 0 MID SILL ADAPTOR SCALE: HALF SIZE 3.963' 0 WALL SILL P SCALE: HALF SAE ° ' 7 to / 0 14406. "o22r PAGE 3 of 11 ••• • • • •• •• • • • • • ••• • • • • • • • • • • • • • • .•. • ••• • • • • • • • • • ••• • • • • • •• • • •• • • • • • • • • • • • • • •• • • • N .1.125' 5' MAX. ® ANGLE SCALE: HALF SIZE (1M■ 25 OPTIONAL ALUMINUM OR PVC LOCK PIN FOR 29A +29B SCALE: HALF SIZE 1.110' VARIES 1.084' .443' .443 9b 2003 6.8 CENTER MATE SCALE: HALF SIZE 5.500' x 13/16' VIDE c u 4.500' INDUSTRIAL SYSrEaS 0 BOX LOCK SCALE: HALF SIZE 4 A • • • • • • • • .1875" .1125" I ? 1 L .3375" •• • • • • • •• • •• . • N o m n .239 .496' ■CD UNIMATE LOCK SCALE: HALF SIZE H 188' TYP. • • ••• ••• 2.018' .090' 0 • .623' 0 .400' IIIII IIIII ■ ICI 4--4 .689' SECTION A ••• CU �•• - • r • • ••• •• .062' RECESS SILL WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE STACKED POSITION & AREN'T REQ'D IN THE CLOSED POSITION. • SCALE: HALF SIZE 0. #10 -24 THUMB SCREW FOR USE WITH ® AND ® ONLY 0 SLIDE ROD SCALE: HALF SIZE 0 m (U C�) .236' 11 .276' .154' .357' N POWDER COATED, ZINC DIE -CAST .137' 26 BOX CENTER INSERT SCALE: HALF SIZE 1.9 :' 160 1001' 062' 0 MALE BOX CENTER SCALE: HALF SIZE 0 T -LOCK ADAPTER (OPTIONAL) SCALE: HALF SIZE 6.8 ACCORDION SHUTTER m STEEL STAINLES STEEL NUT 050" 22 ROLLER ASSEMBLY SCALE: HALF SIZE N TYP. AT EVERY OTHER INSIDE JOINT AT TOP. ti .250' 27 RAINGUARD SCALE: HALF SIZE .286' 2.750' SUM STAINLESS STEEL ASSEMBLY .3200 HOLE k NYLON WHEEL .240" 2.125' 222'44 I . 062' 0 FEMALE BOX CENTER SCALE: HALF SIZE 5/16 "0 INTERNAL THREAD 37 T -SCREW INSERT SCALE: FULL SIZE 267' .176' 0 3 V4-20x1 OR 5/16-18x1 MACHINE SCREW STAINLESS 1.950" C IUNDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST,POWDER COATED NOTE: MAY BE KEY OPERATED OUTSIDE OR THUMB TURN OPERATED INSIDE. 0 el 0 0 0 N 7.000' 0 BRASS PUSH LOCK SCALE: HALF SIZE 4.000' H.280 2.000' 2.702" .125" 33 OUTSIDE CENTER MATE SCALE: HALF SIZE • HEAD STYLE VARIES 0 THUMB SCREW SCALE: FULL SIZE 250'N -.t 0 2X7 ANGLE SCALE: HALF SIZE .190" .125" .568' .224' 3.444' .250" 0 0 YLON BUSHING W/ WASHER: 7/16 "0 x 1/2" @ INTERIOR JOINT TOP 7/16 "0 x 1" @ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 1- X w v n .25 n r N INSERTS INTO TRACK 0t at c' 0 1.048' ® g OLD 6.8 CENTER MATE SCALE: HALF SIZE .125' 14x2 -3/4 "410 HT S.S. SCREW W/ TC ULTRACOTE COATING (TYP TOP • BOTTOM) 2.642" NYLON WASHER OR ALUMINUM (NYLON BUSHING OPTIONAL) 1.110' 0.443 .443 .190 - .125" 0 INSIDE CENTER MATE SCALE: HALF SIZE .062' Fei m ( .3 1.050' ' d5P 125' v_ • .254' • N m v va 2" & 3 "•EXT SCALE: HALF SIZE 0» cA w• R' crimu-q [1°;14 0 0 1 1 1 • ,, a & I_ e. "VQ42 PAGE 4 of 11 9 0 0 ••• • • •• • • ••• • • • • • • • ••• • • • • • • • • • • • • .•. • ••• • • • • • ••• • • • • •• •• • • • • • • • • • • • ••• ••• • • • • •• • • • • ••• • • • • • • • • FASTENER @ 18" 0.C. EXISTING GLASS (USE ANY ANCHOR SHOWN ••• • • IN ANCHOR SCHEDULE)... . • o • o •• • . • • 11 1"-- ALT. DIR - (INSIDE -BACK) OF ANGL INN 1 -1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. FOR WOOD USE (1) BRASS PUSH LOCK OR (1) 5/16 -18 THUMB SCREW Ib( 0 THREADED INSERT 371 AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER 6.80" (TYP.) } (OUTSIDE- FRONT) TYPICAL PLAN VIEW SCALE: 3" = V -0" >��_ ..am -411 ( INSIDE ) .. g .-41 i ,, ,„ � Ta to P C] SILL W p O Z O v v I USE (1) BRASS PUSH LOCK OR (1)' 5/16 -18 THUMB V-* SCREW O THREADED INSERT 7 AT 1/3 SPAN TO 2/3 N FROM BOTTOM OF SHUTTER T) OIL /AIMIINiff 0 V ® \-SILL TYPICAL OUTSIDE CORNER CLOSURE DETAILS WO /CORNER POST NTS 1/4 -20x1 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES S 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ", ONE @ 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK ®3 MAY BE SUBSTITUTED TYPICAL INSIDE CORNER CLOSURE DETAILS WO /CORNER POST NTS 1 -1/2" MIN. FOR CONCRETE R BLOCK AND 3/4" MIN. WOOD g; 0.093" THICK 6063 -T6 UM. ANGLE 1" x 1" MIN. 0 2" x 5" MAX. (ANGLE LEG AY BE REVERSED) ASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 =0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18" O.C. FOR GREATER SPANS OR LOADS THAN SHOWN IN TABLE ABOVE. END STRIPS REQUIRE A 1'X1° .090' CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE & 814x9/4° TEK SCREW OR 1/4 -20 BOLT TO END STRIP. (OUTSIDE) a av NIANgF5 1 a - ate 6.8 ACCORDION SHUTTER LOCKING DETAILS FOR CENTER MATES SHOWN ON RANDOM DETAILS EXISTING GLASS SILL 7 (INSIDE) MaMiltl..MII4Mli' ® ®e CC TO & BOTTOM El 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" ALTERNATE END STRIP DETAIL SCALE: 3 "= 1' -0" EXISTING GLASS USE (1) BRASS PUSH LOCK OR (1) 5/16 -18 THUMB SCREW I O THREADED INSERT AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER (OUTSIDE) SEE END STRIP SCHEDULE FOR MAX. SPAN WHEN USING 40a, 40b OR 49c USE APPROPRIATE STARTER STRIP TO PROVIDE CLOSURE FOR BUILDING CONDITIONS. FASTEN STARTER STRIP TO TRACK W/ 2/ 1t10x1" SCREWS AT CORNER. ANY TRACK W /SCREW BOSSES. (INSIDE) SILL 7 MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" (OUTSIDE) 323 E a PAGE 5 of 11 END STRIP SCHEDULE PSF SPAN 10R 1 1 "B /0 (2 7") ® 69 77 100.3 R9 94 112 80.4 132 76.1 218/0 (3 7 ") ® 67 99 8 72 92.6 82 86.7 3 "B/0 (4.7" ® 62 - 92.7 72 86 82 80.6 9 0 0 ••• • • •• • • ••• • • • • • • • ••• • • • • • • • • • • • • .•. • ••• • • • • • ••• • • • • •• •• • • • • • • • • • • • ••• ••• • • • • •• • • • • ••• • • • • • • • • FASTENER @ 18" 0.C. EXISTING GLASS (USE ANY ANCHOR SHOWN ••• • • IN ANCHOR SCHEDULE)... . • o • o •• • . • • 11 1"-- ALT. DIR - (INSIDE -BACK) OF ANGL INN 1 -1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. FOR WOOD USE (1) BRASS PUSH LOCK OR (1) 5/16 -18 THUMB SCREW Ib( 0 THREADED INSERT 371 AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER 6.80" (TYP.) } (OUTSIDE- FRONT) TYPICAL PLAN VIEW SCALE: 3" = V -0" >��_ ..am -411 ( INSIDE ) .. g .-41 i ,, ,„ � Ta to P C] SILL W p O Z O v v I USE (1) BRASS PUSH LOCK OR (1)' 5/16 -18 THUMB V-* SCREW O THREADED INSERT 7 AT 1/3 SPAN TO 2/3 N FROM BOTTOM OF SHUTTER T) OIL /AIMIINiff 0 V ® \-SILL TYPICAL OUTSIDE CORNER CLOSURE DETAILS WO /CORNER POST NTS 1/4 -20x1 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES S 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ", ONE @ 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK ®3 MAY BE SUBSTITUTED TYPICAL INSIDE CORNER CLOSURE DETAILS WO /CORNER POST NTS 1 -1/2" MIN. FOR CONCRETE R BLOCK AND 3/4" MIN. WOOD g; 0.093" THICK 6063 -T6 UM. ANGLE 1" x 1" MIN. 0 2" x 5" MAX. (ANGLE LEG AY BE REVERSED) ASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 =0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18" O.C. FOR GREATER SPANS OR LOADS THAN SHOWN IN TABLE ABOVE. END STRIPS REQUIRE A 1'X1° .090' CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE & 814x9/4° TEK SCREW OR 1/4 -20 BOLT TO END STRIP. (OUTSIDE) a av NIANgF5 1 a - ate 6.8 ACCORDION SHUTTER LOCKING DETAILS FOR CENTER MATES SHOWN ON RANDOM DETAILS EXISTING GLASS SILL 7 (INSIDE) MaMiltl..MII4Mli' ® ®e CC TO & BOTTOM El 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" ALTERNATE END STRIP DETAIL SCALE: 3 "= 1' -0" EXISTING GLASS USE (1) BRASS PUSH LOCK OR (1) 5/16 -18 THUMB SCREW I O THREADED INSERT AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER (OUTSIDE) SEE END STRIP SCHEDULE FOR MAX. SPAN WHEN USING 40a, 40b OR 49c USE APPROPRIATE STARTER STRIP TO PROVIDE CLOSURE FOR BUILDING CONDITIONS. FASTEN STARTER STRIP TO TRACK W/ 2/ 1t10x1" SCREWS AT CORNER. ANY TRACK W /SCREW BOSSES. (INSIDE) SILL 7 MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" (OUTSIDE) 323 E a PAGE 5 of 11 TABLE B (CC4) PRESSURE LENGTH PSF � VVS a AAU.OWABLE waair PSF TH 8/ T H 8/00 62 8 12-6" 72 7- -10" 1V-9" 82 7-6 11 =3" 92 7•3° 10' -10° 102 74I" 10'-5" 120 6 9'41° 150 6 6 -2" 200 S -T 8'-4° TABLE A (CC3) PRESSURE VS ALLOWABLE LENGTH PSF No B/O No 8/0 62 941" 13'-8° 72 9' -2" 13' -0° 82 6-9" 17-5° 92 8'-5" 11' -11" 102 8' -r 11'7° 120 7-9" 10' -11" 1S0 7•2" 18-2° 200 6-6" 83 2 FASTENERS EACH ANGLE 1 "x2 "x1/8" OR2 "x2 "x1/8" ALUM. ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE *12 SMS, TYP. 3/16 RIVET OR *12 SMS @ 18" 0.C. OR 1/4 -2 NUT & BOLT (TYP.). ALUM. TUBE 6063 -T6 ALLOY SEE TABLE B FOR SIZE. 1" x 2" x .093" 6063 -T6 ALUM. ANGLE, TYP. NTS • • 1 • •• •:• •• : • • • • • • •.. • • • • • • • . • • • • • • • ••• • • • ••• .• •'• •• • • • • • • • • • . • • • • • - • • : : ••• • • :•• •• • •• • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • • • • • • •• ALUM. TUBE 6063 -T6 ALLOY SEE TABLE A FOR SIZE. 3/16 "0 ALUM. POP RIVET OR *12 SMS @ 18" O.C. (TYP.) MAY USE MALE OR FEMALE LOCK -SLAT) USE MALE OR FEMALE LOCK -SLAT) 3/16 "0 ALUM. POP RIVET OR *12 SMS @ 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE *12 SMS, TYP. 1 "x2 "x1/8" OR2 "x2 "x1/8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS 6.8 ACCORDION SHUTTER ALTERNATE THRU BOLT C2 ON TYPICAL CORNER CLOSURE DETAILS RE EREN E�ANCHOR NTS SCHEDULE FOR MAX. *12 x 1/2" GALVANIZED OR 5.5. SMS, 3/16 "0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18" O.C. 1 -1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. • FOR WOOD 2 "x2"x .090" 6063 -T6 ALUM. TUBE TYP. 2" x 5" x 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING ALTERNATE THRU BOLT C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING GLASS OR DOOR C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. BLOCK OR WOOD FRAMING ASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" EMBED. (OUTSIDE) XISTING STRUCTURE 1/4 -20 MACHINE BOLT W /NUT @ 12" O.C. OR *14 SMS @6 "O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 14x3/4" SMS @ 9" 0.C. ANGLE TO TUBE CONNECTION 2 "x2 "x.125" 6063 -T6 ALUM. TUBE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 ALTERNATE BUILD OUT MOUNT SECTION SCALE "= 1'• 0" u. PAGE 6 of 11 v O 1/4 " -20 THRU BOLT W/ LOCK NUT @ 12" O.C. OR ) 12 x 1/2" SMS @ 12" O.C. E.S. OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. E.S. OR 1/4 "0 ALUM. POP RIVETS @ 12" O.C. E.S. p AND OO ASSEMBLY GLASS OR DOOR ® OR 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) • ••• • • • • • • • • • • • • •••• • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • ••• • • •• • i • • • • • • • • • • • • • • • • • • •�� :: • • •; • :.• • • • • 1 6.8 ACCORDION SHUTTER • z O • &g N a:•• GLASS •� m F-• • OR DOOR eis i Q W a X V1U1J 0 0 Z I- in FOR tom. Wind Zone 4 SEE TABLE 4 & d,& SEE TABLE 2 FOR MIN. SEPARATION TO QASS 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) V / 1/2" TYP. EXISTING CONCRETE, �#' ��i BLOCK OR WOOD FRAMING �/ / /.!!�� /!!� r� 3 CONNECTION TYPE EDGE REFERENCE ANCHOR DIST. Ati SCHEDULE FOR MAX. SPACING AS SHOWN CONNECTION TYPE IN DIAGRAM ON PG. 10) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION O INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) I TYP. BOTTOMI EXISTING CONCRETE, BLOCK OR WOOD FRAMING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 9) GLASS OR DOOR 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" D.C. • N N EMBED. 1/2" 0 WALL MOUNT SECTION SCALE : 3 "= 1 0" CC 1— - i jjm I D j O Z O UIJ Z 0 LS J a 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING CONCRETE, BLOCK OR WOOD EXISTING CONCRETE, FRAMING BLOCK OR WOOD FRAMING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #12 x 1/2" SMS @ 12" O.C. OR 3/16 "0 ALUM. POP RIVETS ® 6" O.C. OR 1/4 "0 ALUM. POP RIVETS @ 12" O.C. 11 AND 02 ASSEMBLY O7 AND OB ASSEMBLY w m w W EXISTING CONCRETE, BLOCK OR WOOD FRAMING GLASS OR DOOR *12 x 1/2" SMS @ 12" O.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. OR 1/4 "0 ALUM. POP RIVETS @ 12" D.C. #12 x 1/2" SMS @ 12" O.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. OR 1/4 "0 ALUM. POP RIVETS @ 12" O.C. K DIST. FOR A;iIN Mod Zane 4 SEE TABLE 4 & FOR yamL SEE TABLE 2 FOR MIN. SEPARATION TO GLASS I ww 1-1+1 ' -Jm � 0 ce ® = CI UI �. UIJ X W - Z Q 3 _ • af in Q � 1111—J 1/4" MAX. FROM PIN 1 1/ � 1/2" TYP GUIDE TO BUSHING `� '� � WASHER ITYP.) y 4 CONNECTION TYPE �� EDGE ; REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION 0 INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0" EXISTING CONCRETE, BLOCK OR WOOD FRAMING 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING . 1/4" MAX. FROM PIN 1/2" GUIDE TO BUSHING YP. WASHER (TYP.) 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION CEILING / INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING XISTING STRUCTURE 5" MAX. w F w 0 GLASS OR DOOR 0 0 w C1 CONNECTION TYPE REFERENCE ANCHO SCHEDULE FOR MA SPACING 2w 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING STRUCTURE 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SSPACING ® 1/2" •'R 2O EXISTING CONCRETE, BLOCK OR WOOD FRAMING EMB to 0 W 0 BUILD SCALE ED. OUT MOUNT SECTION 1/4" MAX. FROM PIN GUIDE TO BUSHING R(2) WASHER (TYP.) 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING E LNG CONCRETE, BLOC • 'OOD FRAMING CCIS WALL /BUILD OUT SECTION SCALE : 3 "= 1'- 0" 1/4 -20 MACHINE BOLT W /NUT @ 12" O.C. OR #14 SMS @ 6" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) MaO822S' PAGE 7 of 11 * BOX BEAM SCHEDULE SHUTTER SPAN "Ur I Off „ffrfii 9FMi BEAM A BEAM BE& BEAM 2" x 5" 0.125" 5' -0" 9' -0" 9' -6" 2 2 2 2 6" 6" 8' -0" 8' -0" 8' -1" 2 2 3 3 9° 9" 10' -3" 7' -7" 7' -5" 2 2 - 3 3 9" 9" 2" x 6" 0.125" 5' -0" 9' -5" 11' -1" 2 2 2 2 6" 6" 8' -0" 8' -6" 9' -6" 2 2 3 3 9" 9" 10' -3" 7' -10" 8' -6" 2 2 3 3 9" 9" 2° x 8" 0.125" S' -0" 10•-Y 14'-3" 2 2 2 3 9" 9" B' -0" 9' -0" 11' -10" 2 2 3 4 9" 12" 10' -3" B' -5" 10' -6" 2 3 1 4 9" 19" 2" x 10" 0.1875" 5' -0" 11' -7" 19' -8° 2 3 2 4 9" 12" 8' -0" 10' -3" 16' -B' 2 3 3 5 9" 15" 10' -3" 9' -9" 14' -10" 3 4 4 5 12" 15" GLASS OR DOOR —I THIS DETAIL MAY ALSO BE USED AT TOP EMB. "T' PLYWOOD & STUCCO FINIS FOR AS1M Wind Zone 4 SEE TABLE 4 & FOR 1:Bia SEE TABLE 2 FOR YIN. SEPARATION TO GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O PASS THRU DETAIL SCALE : 3 "= 1'— 0" • •41. • . • • 41. • 00••41 • • • • • • • • •• • • • • • • • • • • • • 0 • • • • . • • • • ••• • .• . •• • • •a • • . • • • • • • • • • • •• • o 4 • • • • ; • • • 41:41 FOR KU Wind Zone 4 SEE TABLE 4 •t, • • & FOR MJZ • • 4 • • • SEE TABLE P FOR MIN. - • SEPARATION • TO GLASS • • /2" O WALL MOUNT SECTION SCALE : 3 "= 1'— 0" —GLASS OR DOOR 0 v w sera § � FuU1 a Xw< X In U1 ±- 1- E t F Z Z -1 x N 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TWO 1/4 "0 WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS TRUSSES 14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 1" x 4" x .125" 6063 —T6 ALUM. TUBE THIS DETAIL TO BE USED WHEN STUD SPACING EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. 1/4 "0 ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.1 1/4° TILE (TYP.) FINISH MATERIAL 2" x 5" x 1/8" CONT. ALUM. ANGLE (6063 —T61 (MAX. DESIGN LOAD t 72 P.S.F.) EXISTING STRUCTURE 3" MIN. — ED. DIST. GLASS OR DOOR 3" MIN. — ED. DIST. 1/4 "0 ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK EXISTING STRUCTURE Lir l :m � > ' ��< `_ <L �:: �:G�GG��::� a / 3/4" PLYWOOD 1 ' 1 �� 1/4 "0 A325 GRADE THRU BOLT @ 8" 0.C. OR 5/16 "0 A325 GRADE THRU BOLT @ 12" O.C. GALV. OR S.S. 1/4 "0 ELCO ULTRACON TO CONCRETE /CMU 6" O.C. W/1 -1/4" MIN. EMB. OR 1/4 "0 LAG SCREW @ 9" O.C. W/1 -7/8" MIN. EMB. IN WOOD SG =0.42. TO 0.55. EMBED. 6.8 ACCORDION SHUTTER! ALT. LEG DIRECTION SEE BEAM SCHED. & NOTE J1, I SIZE ANCHO FOR R REQ'D FOR ASIM W61d Zone 4 SEE TABLE 4 & FOR y11Q SEE TABLE 2 FOR IAN. SEPARATION TO GLASS 1/4 "0 THRU BOLTS SEE BEAM SCHEDULE FOR REQUIRED NUMBER SEE BEAM SCHED. & NOTE J1. THIS PAGE FOR ANGLE SIZE & ANCHORS REQ'D ALT. LEG DIRECTION O j BEAM SPAN SECTION SCALE : 3 "= 1'— 0" EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. 0.C. EXISTING FINISH MATERIAL 1" x 4" x 1/8" 6063 —T6 ALUM. TUBE•W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE TUBE EXTENDS BEYOND% LAST TRUSS MORE THA 8 ", EXTEND TUBE TO NEXT TRUSS. 1/4 -20 S.S. MACHINE SCREW @ 24" O.C. IN BETWEEN TRUSSES WITH 1/2 "0 ACCESS HOLE ON BACKSIDE OF TUBE OR *14 SMS @ 24" O.C. MAX. IN BETWEEN (MAX. DESIGN LOAD t 72 P.S.F.II 1/4 -20 MACHINE BOLT W /NUT @ 12" 0.0 OR *14 x 3/4" SMS 6" 0.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 MACHINE BOLT W/ NUT @ 12" 0.0 OR 4114 x 3/4" SMS @ 6" 0.C. ACCESS HOLE MAX. DESIGN LOAD = t 72 PSF O TRUSS MOUNT SECTION K SCALE : 3 "= 1'— 0" * USE 2X3X1/4 OR 2X5X1/4 ANC! FR FOR 2X5 at 2X8 BEAMS USE 2X5X1/4 ANGLES FOR 2X8 & 2X10 BEAMS BEAM SCHEDULE NOTES: J1. USE BEAM SCHEDULE FOR DETAIL J . J2. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. J3 LAP BEAMS ARE NOT ALLOWED. J4 ALL BEAMS & ANGLES TO BE 6063 —T6 ALLOY. 2" x 4" x 1/8" 6063 —T6 ALUM. ANGLE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN 8 ", EXTEND ANGLE TO NEXT TRUSS. MAX. SHUTTER KL0051.1LIS_T F1:2 GLASS OR DOOR FOR AUL wind Zane 4 SEE TABLE 4 & FOR • • ••• • •• •• • • • • • • • • • • ••• • • • • • • • • • • ••• • • • ••9 • • • • •• • • • • • • • • • • •• • • ion i• • Z x m N x Waw to UiJ x CC a3 Ix o 4 F W Q 0 B z Z J x .250" 1/4 "0 TAPCON 24" O.C. WITH 1 -1/4' MIN, EMBED. D \ DIST. RECESS SILL DETAIL SCALE : 3 "= 1'- 0" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) ITYP. BOTTOM' O© TYP. SECTION FOR SHUTTERS Pl \LYSCAIE: 3 = 1' -0" • • • • • ••• ••• GL OR • ••• • • DOOR• N• • • fin F dZbne 4 • SEE TABLE 4 & FOR HYHZ SEE TABLE 2 FOR MIN. SEPARA1ION TO r , Atik / EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE N DECORATIVE FLOOR TRACK DETAIL SCALE : 3 "= 1'- 0" EXISTING CONCRETE OR BLOCK ONLY. WOOD \ FRAMING & WOOD ANCHORS 10T ACCEPTABLE • • ••• •• •• • • • • • • • • • • • • • ••• • • •• • • • • • • • • ••• • 1 "x1 "x1/8" & 1 "x2 "x1 /8" 6063 -T6 ALUM. ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK. WHERE FRONT OF EXTRUSION IS 5 NOT REQUIRED NFORCEMENT W \_® 0 APPROVED MOUNTING CONDITION, MIN. OF TWO PER PIECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECE 6.8 ACCORDION SHUTTER C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR 'A 1= Q SPACING .250'— CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1 "x1 "x1/8" & 1 "x2 "x1/8" 6063 -T6 ALUM. ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK. WHERE FRONT OF EXTRUSION IS IS NOT REQUIRED NFORCEMENT APPROVED MOUNTING C ONDITION, MIN. OF TWO PER IECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECE TYP. ALTERNATE SECTION FOR SHUTTERS P2 SCALE 3" = 1' -0" GLASS OR DOOR w l7 0 w FOR A Imo. Wipd Zone 4 SEE TABLE 4 & FOR I:IM SEE TABU: 2 FOR MIN. SEPARA110N TO GLASS EMB. WALL MOUNT SILL DETAIL SCALE : 3 ". 1'- 0" .250" EXISTING STRUCTURE IX WI Fm DI- (i) . F � Z Q u) J U m EXISTING STRUCTURE EXISTING FINISH MATERIAL 5 RR6 O CUT IN 4" INTERVALS TO FOR U E (SEE DETAIL 1 FOR ADDITIONAL INFO). TYP. TOP & BOTTOM. FASTENER @ EACH 4" CUT SEE ANCHOR SCHEDULE BASED ON C4 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING FINISH MATERIAL RADIUS SCALE 3 = 1'-0' , EO I offigmastisma FPO 'JO i I 1101 410 Ahl Am L N ,■r 1/2" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) z 3 1/4" MAX. FROM PIN GUIDE a TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W/ NUT @ 2" O.C. 19 CUT AT INTERVALS T ORM CURVE (SEE DETAIL j ® I CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 4" PIECE CURVED TRACK SECTION DETAIL SCALE : 3 ". V- 0" PAGE 9 of 11 Cyorsaifilukt MAGNUM ;:2IIIINISPIFIPSI QI1CHEREQDIRED,OR '�E DlST J !E • FOR CONCRETE VARIOUS DESIGN • LOADS AND SPANS rat . 2.1/2' EDGE DISTANCE ANINORTYPE &MINIMUM CONCRETE RETIREMENTS • • I I € ?.gli • SPANS Dm G-0° (SEE NOTE 1) SPANS UP TO N-0° (SEE NOTE 1) SPANS UP TO 1.34r (SEE NOTE 1) SPANS UP TO 6-0° (SEE NOTE 1) SPANS UP TO 8.8° (SEE NOTE 1) SPANS UP TO L3' -0" (SEE NOTE 1) CONVECTION CI (SEE a NOTE a TYPE 3) C 4 C5 CONNECTION a (SEE a NOTE C3 TYPE 3) C 4 6 CO10EC11010 a (SEE N01E a a TYRE 3) C4 C5 CCNVECQON a `I NOTE ors TYPE 3) C4 CS CONNECTION a ', a NOTE « TYPE 3) C4 CONNECTION o ):1, 16 (SEE C2 16 NOTE C3 6 TYPE 3) C4 8 CS 10 7 '' 111 1 1 ‘ju 1ll1au11 " 1u "" 1/4'ell�Tl -3/4' 48.0 16 16 6 7 8 16 16 4 5 5 16 1.6 3 3 3 16 16 13 16 16 16 16 9 12 15 7 i 16 16 5 5 6 16 16 3 4 4 15 9 A 4 4 3 16 16 10 14 16 16 16 7 9 12 16 10 4 6 8 0.n 110.0 16 16 4 5 5 16 16 3 3 3 13 6 r ega 0 PIM I l a I O 4 7 4 5 7 % 12 6 %�% p%� 16 16 5 7 10 14 ' 6 4 5 6 12 4 3 4 5 200.0 11 / 11 4 /// /� 12 4 3 4 6 12 4 3 5 12 4 3 4 7. � 11111111111110°11U111° 1/4'e aaa ULTRACON WITH 1 -3J4' may, EMBEDMENT 4&0 16 16 16 8 16 16 12 16 16 16 16 8 12 16 16 16 5 8 11 62.0 16 16 16 5 16 16 9 13 16 16 16 6 9 12 14 8 4 6 8 710 16 16 16 4 16 16 8 11 15 16 16 5 8 11 12 5 3 5 7 1100 16 11 5 3 16 16 5 7 10 11 5 3 5 7 10 4 3 4 6 200.0 9 9 3 r 3 10 4 3 4 6 10 4 3 4 6 10 4 3 4 6 48.0 i A f ,A AAA A A/ A 16 16 16 16 16 16 16 12 16 16 16 16 8 II 16 1/4'a p per, 624 72.0 J/M A %% %ii eA MO MIZI 13 16 16 16 16 9 13 16 16 11 6 9 12 r : it 16 16 16 16 8 11 16 16 7 5 7 10 110.0 A ffi i r.d ra " ATOM' M 7 11 15 15 7 5 7 10 13 5 4 6 8 200.0 V V Orr ' V' Vf Vf 13 5 4 6 8 13 5 4 8 13 5 4 6 8 * 1/4"0 ALL ANCHOR & 1420 i ■il POINTS SCEID-SET WITH 7(8' EDIT Si STEEL M A C H I N E S C R I M MIN. 1-1/C EDGE DISTANCE MIN. 3" EDGE DISTANCE a a O C4 CS a a C3 C4 CS Cl a a C4 C5 Cl a 0 C4 C5 a a C3 C4 CS a a C3 C4 C5 48.0 16 16 7 9 11 16 16 4 6 8 12 12 3 4 5 16 16 14 16 16 16 16 10 14 16 16 16 6 9 13 62.0 16 16 5 7 9 14 14 3 5 6 9 5 / 3 4 16 16 11 16 16 16 16 8 11 15 16 9 5 7 10 72.0 16 16 4 6 7 12 12 3 4 5 8 3 16 16 9 14 16 16 16 6 9 33 13 fi 4 6 9 11 11 3 4 5 8 3/ 3 7/ 3 16 16 6 9 12 13 6 4 6 8 11 4 3 5 7 20.0 7 ////// 3 7 3 7 3 / 11 4 3 5 7 11 4 3 5 7 11 4 3 5 7 i r• 3(8'e POINTERS 1 51A -0 TPOESS MIN. 2.5/8° EDGE DISTANCE MIN. 5-1/4" EDGE DISTANCE Cl a C3 C4 C5 a a 0 C4 CS a a C3 C4 CS a a 0 C4 C5 Cl a C3 C4 CS a a C3 C4 CS 48.0. 16 16 16 16 16 16 16 12 16 16 16 16 8 11 15 16 16 16 16 16 16 16 16 16 16 16 16 11 16 16 ' tl\1I �I 610 16 16 13 16 16 16 16 9. 13 16 16 12 6 8 11 16 16 16 16 16 16 16 12 16 16 16 14 8 12 16 DROM1DV & 31816 WWl1T1HH 72.0 16 16 11 16 16 16 16 8 11 15 16 8 5 7 10 16 16 16 16 16 16 16 11 16 16 16 9 7 11 15 110.0 16 16 7 10 14 16 8 5 7 9 15 6 4 6 8 16 16 10 15 16 16 9 7 10 15 16 6 6 9 13 2000 15 6 4 6 8 15 6 4 6 8 15 6 4 6 8 16 6 6 9 13 1.6 6 6 9 13 16 6 6 9 13 Pm 16'a ITW 8UOI7EXTAPCON XL 1 -3/4 MIN. E46EDM9Vf MIN. 2 -3/16' EDGE DISTANCE MIN. 3-1/8' EDGE DISTANCE a a C3 C 4 a a a a a C5 a a C3 C4 CS a a C3 C4 C5 a a C3 C4 C5 a a C3 a CS 480 16 16 15 16 16 16 16 10 15 16 16 16 7 14 14 16 16 15 16 16 16 16 10 15 16 16 16 7 10 14 620. 16 16 11 16 16 16 16 8 12 16 16 9 5 8 11 16 16 12 16 16 16 16 8 12 16 16 10 5 8 11 72.0 16 16 10 15 16 16 16 7 10 14 13 6 4 6 9 16 16 10 15 16 16 16 7 10 14 14 6 4 7 9 110.0 16 16 6 9 13 13 6 4 6 9 11 4 3 5 8 16 16 6 10 13 14 6 4 6 9 12 4 4 5 8 200.0 11 4 3 5 8 11 4 3 5 8 11 4 3 5 8 12 4 4 5 8 12 4 4 5 8 12 4 4 5 8 5 ■ uu= 516'0 ELCO ULTRACDN WITH 1 -3(4• mumEmBEDNENT 480 16 16 16 16 16 16 16 12 16 16 16 16 8 12 16 16 16 16 16 16 16 16 13 16 16 16 16 8 13 16 62,p 16 16 13 16 16 16 16 9 14 16 16 10 6 9 13 16 16 15 16 16 16 16 10 15 16 16 11 6 10 14 72.0 16 16 11 16 16 16 16 8 12 16 15 7 5 8 11 16 16 12 16 16 16 16 8 13 16 16 8 5 8 12 110.0 16 16 7 11 16 15 7 5 8 11 12 5 4 6 9 16 16 8 12 16 16 7 5 8 12 14 5 5 7 10 200.0 12 5 4 6 9 12 5 4 6 9 12 5 4 6 9 14 5 5 7 10 14 5 5 7 10 14 5 5 7 10 ••• • • • •••••;•• •• • •• • • • • • •e• • • • • • • • • • • • • . • • ••• • • • • • ••• •• • • • •4 • • • • •• • • •` • • • • • ••• • r • • • • 16.8 ACCORDION SHUTTER' + 2 x 5 (TYP.) 2 x 5 UTSIDE 1 TOP FLANGE ANCHOR SEE SPACING J ) b SECTION O 9 q 0 \ 0 0 x S (TVP 1 x S INSIDE OR ® HEADER / SILL BOT. FLAN E ANCHOR (SEE SPACING SECTION X) NOTE. "S" INDICATES ANCHOR SCHOULE 'ACING. SPACING DIAGRAM FOR C1 CONNECTION TYPE: - C1 CONNECTION TYPE USING PIECE 3 OR 4 2 x S (TYP•) • 11 x S (TYP.) 2 x S (TYP.) ANCHOR NOTES. SIDE CLOSEST TO OPENING' COMBINATION COMB NATION COMBINATION NOTE. "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE ®0 WITH OUTSIDE ANCHORS ONLY - C4 CONNECTION TYPE USING PIECE ® OR ® WITH OUTSIDE ANCHORS ONLY 1. SPANS AND LOADS SHO/N HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTIER SPANS FOR SPECIFIC LOADS MUST BE UNITED TO THOSE SHOWN IN TABLE 1 & 3 (Pg 1). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE SELECT DESIGIN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTIER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 4.EXIS1ING STRUCTURE MAY BE CONCRETE, ASTM C -90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE O: EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5.114E CONTRACTOR 15 RESPONSIBLE TO ENSURE 1HE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. B.WHERE EXISTING STRUCTURE IS WOO) FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOO) FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7.WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' x 4" (MIN.) WOOD STUD. 3/4• EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. B.MAOHINE SCREWS SHALL HAVE MINIMUM OF 1/2 ENGAGEMENT OF 1HREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. " DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHER WNGNUT. 9. FOR 5/16°0 ELCO CRETE FLEX. CONCRETE fp3.35 KSI, FOR ELCO ULTRACON. CONCRETE fe=3.5 KSI, FOR ITW TAPCON, CONCRETE fe=32 KSI. OTHERWISE MIN. fe <= 3 KS. -e E • r;IA r u v�yC': 4 0 i 9 ' �°�' 05/1Sl 1 r ' PAGE 10 of 11 of 2 Mame] (Product Indexl SKU 553010 Accessories for Generators Atoae -X Fuel Conditioner /Filters Base Tanks - Custom Base Tanks - Stocked Batteries Battery Charters Control Panels Enclosr Fuel Tanks Light Towers Load Banks Marathon Generator Ends PTO Generators Racor Fuel Filters t.�tw:�f .G:z� Corns • New • 2 Year / 1,500 Hours Factory Warranty (Whichever Comes First) • Battery Charging Alternator • Digital Control Panel • Factory Loadbank Tested • Mainline Clrcuit Breaker • Skid Mounted • Sound Attenuated Weatherproof Enclosure • Spring Mounted Vibration Isolators • Dimensions (L x W x H - height does not Include muffler): 83" x 36" x 57" • 30 KW • Weight (Pounds): 2281 • B Hour Base Mounted Fuel Tank • Diesel • Critical Muffler • Single Phase • Battery Rack and Cables (Batteries Not Included) • Includes Options: - 12 V John Deere Battery Charger for Nexys Add $299.00 - John Deere Engine Block Heater Kit Add $250.00 - John Deere Genservice 500 (Titer Kit for 500 Hours) Add $109.99 - Optional 2 Year or 1000 Hour Extended Warranty: Add $289.00 - 100 Gallon U.L. 142 Listed Double Wall Base Mounted Fuel Tank: Add $2,199.99 - 250 Galion U.L 142 Listed Double Wall Base Mounted Fuel Tank: Add $2,999.99 Specifications may vary. Confirm full specs prior to ordering. r AT ?nl JL. L.i;Y(t(jr .. t ) e 30 kW Sohn Deere Sound Attenuated Fully Packaged Diesel Generator Set (SINGLE PHASE) FOB Miami In Stock Available for Immediate Delivery Rates Available Download More Infonnation 30kW John Deere M Generator Drewing.pdf File Size: 115.541 kb 30kW joh Deere M Sinslle Phase.odf File Size: 440.304 kb M107 Endue Drawino.oif FOe Size: 98.804 kb ,1,107 Endosure.pdf File Size: 513.845 kb 7/25/2005 3:27 PM • .. : :AN CHdR FOR CONCRETE BLOCK NAXQ 1UM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE RMINIMUM BLOCK REQUIREMENTS 1 E. 111 MIN. 1' EDGE DISTANCE MIN., 2 - 1 /Y EDGE DISTANCE SPANS UP TO 9-9. (SEE NOTE 1) SPANS UP TO 6 -0° (SEE NOTE 1) SPANS UP TO 8 8° (SEE NOTE 1) SPANS UP TO 13 - 0 ° (SEE NOTE 1) SPANS UP TO 6' -0° (SEE NOTE 1) SPANS UP TO 8'8° (SEE NOTE 1) SPANS UP TO 13'0 (SEE NOTE 1) CONNECTION C1 (SEE Q NOTE C3 TYPE 3) C 4 C 5 CONNECTION C1 (SEE Q NOTE C3 TYPE 3) C 4 6 CONNECTION a (SEE Q NOTE O TYPE 3) C4 C5 CONNECTION a (SEE Q NOTE O TYPE 3) a C5 CONNECTION Cl (SEE Q NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE Q NORE C3 TYPE 3) C4 C5 - 11 1 " 1 " 1 " 1 " 1" 1 " 1 " . '" 7461 V141161.1 48.0 7 7 A3 12 4 5 5 A A3 16 3 3 A AA 72.0 12 12 4 7 10 8 8 3 5 7 5 5 d 4 5 62.0 5 5 16 5 3 4 4% 9 3 4 r ' 6 3 3 9 9 3 5 8 6 6 i 3 5 4 gra 3 r 3 72.0 5 5 i A 4 3 3 3 %iii 16 % 16 OEM . 11 V 8 8 3. 4 7 5 5 O 3 5 3 if. 13 �� /�/i/�i�/ ,�z/�//� 3 110.0 3 3 ii��/ii /AZ//t . . zAi� r �� / / �rAr,��r0 72.0 11 11 110.0 5 5 200.0 3 4 3 E / / r 0 3 3 Er " .. � %ice 12 r 200.0 r' //. r Ir.II r / ( #14) VS 4°m INOOD SCREW 115 THREAD PARAIIEL OR PER P. WOOD GRAIN S.S. OR GALV. FINISHED I /Ar4 16 . /I 15 r I' //. 16 8 3 . %AoV 16 r 3 %IM 10 14 6 //: 3 9 6 / /.I' r r . / /.r 6 1111 u -u4 ELCO V� � 48.0 14 14 4 6 9 10 10 10 4 6 16 6 5 vp 8 15 14 14 5 9 13 10 62.0 11 11 3 5 7 7 7 3 3 4 5 5 3 3 11 11 4 6 10 7 7 4 4 7 5 3 3 4 4 72.0 9 9 3 4 6 6 6 A 3 4 4 AA A 4 9 9 3 6 9 6 6 A 4 6 4 A A rA 4 3 3 110.0 6 6 ii 4 4 Mgr r a 3 ii 6 6 i 3 6 4 iii 4 3', 200° 3 i% 3 W ii 3 WA. ii 3 iii 3 i 3 3 iii *� �ij ®lf4- MAMIE ■!I MIN. 1 EDGE DISTANCE MIN. 2° EDGE DISTANCE a Q C3 C4 C5 a Q O C4 C5 a Q C3 C4 C5 a Q O C4 C5 C1 Q O C4 C5 a Q O C4 C5 48.0 16 16 5 6 8 12 12 3 4 6 8 8 3 4 16 16 8 11 14 16 16 5 8 10 13 13 3 5 6 62.0 13 13 3 5 6 9 9 3 4 6 3 3 16 16 6 8 11 15 15 4 6 7 10 6 3 4 5 TS SOLID-SET A si . SCREW 72 11 11 3 4 5 7 7 3 4 5 ' 16 16 5 7 9 13 13 3 5 6 9 4 3 4 110.0 7 7 3 5 A� A r 4 a 13 13 6 9 4 � 3 4 7 3 a 3 200.0 4 i y � 3 4 %i i 4 i iii 7 3 i r 5 3 7 3 ii 3 7 3 r ,r4 3 5 { 4 g A MIN. 3' EDGE DISTANCE MIN. 4' EDGE DISTANCE Cl Q O C4 a a Q O C4 C5 a Q O C4 C5 a C2 O C4 C5 Cl Q 0 C4 C5 Cl Q O C4 C5 48.0 i i i � � i 16 16 8 13 16 15 15 5 9 14 10 10 3 6 9 62.0 i ii � g iii or AI 16 16 6 10 16 11 11 4 7 11 7 4 3 4 7 72.0i ;ii iii ii 14 14 5 9 13 10 10 3 6 9 6 3 i 4 6 110.0 0 AO, r i ii ii '0i 9 9 3 5 9 6 3 i 4 6 5 i 3 5 200.0 'ii iiigiriiii 5 ii 3 5 S ii 3 5 i 3 5 7lM."1atUm1"1"1 1"1:" 5/16'0 ELCO ULTRACON WITH Hie MIN. EMBEDMENT MIN. 1 EDGE DISTANCE MIN. 3 EDGE DISTANCE a Q O C4 C5 a Q C3 C4 C5 a Q C3 C4 C5 a Q O C4 C5 a Q O C4 C5 a a O C4 C5 48.0 16 16 6 8 10 14 14 4 5 7 9 9 3 4 16 16 8 12 16 16 16 5 8 12 11 11 3 5 8 62.0 16 16 4 6 8 11 11 3 4 5 7 4 3 16 16 6 9 13 12 12 4 6 9 8 5 4 6 72.0 14 14 4 5 6 9 9/ 3 4 6 3 3 15 15 5 8 11 10 10 3 5 8 7 3 g 3 5 11 9 9 3 4 6 A o A 3 5 / 10 10100 3 5 7 7 3 V 3 5 6 4e, 3 4 200.0 5 Era' 5 iiii Ira , ' M 3 4 ANCHOR SCHEDULE FOR WOOD se =0.55 MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM REQUIREMENTS 1 E. 111 MIN. 3/4' EDGE DISTANCE SPANS UP TO 6'-0° (SEE NOTE 1) SPANS UP TO 9-9. (SEE NOTE 1) SPANS UP TO 13-0° (SEE NOTE 1) CONVECTION a (SEE C2 NOTE Q TYPE 3) C4 C5 CONNECTION a (SEE Q NOTE C3 TYPE 3) C4 C5 CONVECTION Cl (SEE (2 NOME 0 TYPE 3) C4 13 1z WOOD PARAWI 5.5. OR 16 48.0 16 16 12 14 16 16 16 8 10 11 16 16 5 6 7 aTAjjv OR GALV. FINISHED 62.0 16 16 9 11 12 16 16 6 7 8 16 13 4 5 5 72.0 16 16 8 9 11 16 16 5 6 7 16 9 3 4 5 110.0 16 16 5 6 7 16 9 3 4 5 '16 6 3 3 4 200.0 16 6 3 3 4 16 6 3 3 4 16 6 3 3 4 7/71/6.0 STAll 16 48.0 16 16 % 16 11 . 11 V 13 7 7 /. 16 16 ; 1,(,1,) WOOD BUSHING WITH & 420 SCREW 62. 0 13 13 �� /�/i/�i�/ ,�z/�//� 5 7 10 /AZ//t . . zAi� r „ / / " //iv //z 72.0 11 11 110.0 7 7 200.0 4 , /�,/ 110.0 "'AI 12 3 " .. � %ice 12 16 /�/,��A, 16 5 7 8 / ( #14) VS 4°m INOOD SCREW 115 THREAD PARAIIEL OR PER P. WOOD GRAIN S.S. OR GALV. FINISHED 48.0 16 16 11 15 16 16 16 8 10 62.0 16 16 9 11 14 16 16 6 8 9 16 11 4 5 6 72.0 16 16 7 10 12 16 16 5 7 8 15 7 3 4 5 110.0 16 16 5 6 7 15 7 3 4 5 13 5 3 3 4 200.0 13 5 3 3 4 13 5 3 3 4 13 5 3 3 4 ANCHOR SCHEDULE FOR WOOD se =0.42 MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM REQUIREMENTS 1 E. 111 MIN. we EDGE DISTANCE SPANS UP TO 6'-0° (SEE NOTE 1) SPANS UP TO V3° (SEE NOTE 1) SPANS UP TO 13-0° (SEE NOTE 1) CONNECTION CI (SEE Q NOTE 0 TYPE 3) C4 0 CONNECTION Cl (SEE Q TYPE NOTE 3) (3 C4 0 CONNECTION Cl (SEE (2 NOTE 0 TYPE 3) C4 0 48.0 16 16 9 11 13 16 16 6 8 9 16 16 4 5 6 1/N0 WOOD LAG SS. UL 62.0 16 16 7 9 10 16 16 5 6 7 15 9 3 4 4 72.0 16 16 6 7 9 16 16 4 5 6 13 6/ 3 4 1 2000 12 6 3 4 10 4? 3 10 4 I� 3 3 10 4/ 3 3 10 4 3 :. 11111111111111I. 1/4'0 (#14) SPS OR 1/4'O I= SCREW WiTION 3/4 LEL OR PERP. TO PARAL S.S. ORS FINISHED 48.0 16 16 8 10 13 16 16 7 9 13 13 4 g 1t TTI 62 16 16 6 8 10 15 15 5 7 10 6 3 'l 72.0 16 16 5 7 9 13 13 4 6 9 4 3 N 0 110.0 12 12 3 4 5 8 4 3 4 7 3 0 / 200.0 7 3 X /// 3 7 3 3 7 3 • • ••• �•• •• •• ••• ••••• • • • • • • • • • • • • • ••• • • ••••••• •••• • • • • • • •• • • • • •• • • • • • • • • • • • •• • .• • •• • • • •• • • j. ••• • •• : : ••. •. • •• •• • • ••ee•e••• • • 16.8 ACCORDION SHUTTER' ANCHOR N07ES: SEE PAGE 10 of 11 0 E {y retrg„S ' ° • a. PAGE 11 of 11