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WS-10-1805t Inspection Number: INSP - 152205 Scheduled Inspection Date: December 20, 2010 Inspector: Bruhn, Norman Owner: CHAMORRO, CARLOS Job Address: 439 NW 111 Terrace Miami Shores, FL 33168 -3327 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Building Department Comments December 17, 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 Number: WS -10 -10 -1805 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360010460 Phone: 954- 979 -2137 REPLACE 2 WINDOWS AND 1 DOOR Passe-W/7/02 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 7 of 28 NV1IGt 01 GVMMtPickMk141 'A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 ZI — Dot-646D ' STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: AJ20J Man 6/Vre5 A6. 148 S1 ' Ltrf !b 3t) 0 g- 1 439 u141 111 mg • 2 Description of improvement: Window 8 ODOR ! R[orne,t 3. Owner(s) name and address: earLOS eh/if/WOO Interest in property: 43 ca 11' 7e - MIA 1 stool' Name and address of fee simple titleholder: Al ! 4: Contractor's name, address and phone number: At 14 1.‘ if 4o cum, >r 41) i 5. Surety: (Payment bond required by over from contractor, it any) Name, address and phorye number:, N Amount of bond $ - A I A' 6. Lender's name and address: NM 9. Expiration date of this Notice of Commencement: ;nBignature(s) By ORIGINA!„. 11111111111111111111111111111111111111111 .1111 FL 33168 , a "' Li LL ', �..' WTI' (31)0 f} Yi r ig 1 •' +/ �a 9"1_ -- �tar 4 8. In addition to himself, Owners designates the following person(s)� � � � ew 713.13(1)(b), Florida Statutes. WITNESS my h. /1{ 1 A ' �/ • H A RUV Ly ERK,p Cie �� Name, address and phone number: ;, RVEY print Name �rl 11171 Bhp. i itle/Office 41 r ' STATE OF FLORIDA COUNTY OF MIAMI -DADE c Q „ f��, � The for oin i n ent was acknowledged before me this �8 day of / T`"'° "`- By Ua r (.J)a W ❑ Individually, or d as Ott f for Personally known, or Trproduced the following type of identifi Signature of Notary Public: /C C44( Tess CFN 201 080683845 OR L'k 27447 Ps 4965; tips) RECORDED 10/07/2010 14 :30 :03 HARVEY RUVIHr CLERK OF COURT MIAMI-DA€?E COUHTYr FLORIDA LAST PAGE Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. ( Ronc allotarySe ' .com s)'s Authorized Officer/Director/Partner/Manager who signed o ve: LUIS FERNANDEZ MY COMMISSION # EE014738 : EXPIRES August 05, 2014 • 40 &0153 39 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be sere =} ovided by Section 713.13(1)(a)7., Florida Statutes, STATE OF FLORIDA, COUNTY DADS Name, address and phone number J� D' RTIFY that this is a true cb o tlt® (the expiration • ate is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Authorized Officer/Director/Partner/Managet Prepared By IS iellen/d er. • Print Name 939 111 'TOW* Man n# $Elo/t<j. q 334 1 � o -/O /2p/li THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. PERIOD INDICATED. THIS CERTIFICATE EXCLUSIONS AND CONDITIONS LIMITS EACH OCCURRENCE NOTWITHSTANDING MAY BE ISSUED OR OF SUCH $ 4,000,000 INSR LTR A ADD 'L INSRD GENERAL X TYPE OF INSI TRANCE LIABILITY COMMERCIAL GENERAL LIABILITY POLICY N UMBER GL04887714 -00 POLICY EFFECTIVE DAT IMM/ODWYYY 03/01/10 POLICY EXPIRATION DA rMM /DD/VYYY) 03/01/11 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 1,000,000 CLAIMS MADE 1 X OCCUR MED EXP (Any one person) $ EXCLUDED "� GEN'L — X7 PERSONAL It ADV INJURY $ 4,000,000 GENERAL AGGREGATE $ 4,000,000 AGGREGATE UMIT APPLIES PER: PRODUCTS - COMP /OP AGG S 4,000,000 POLICY Ti , P IFC o- T 1 ( 1 LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED a cct SINGLE LIMB S BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT S EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE S 1 OCCUR I I CLAIMS MADE AGGREGATE S DEDUCTIBLE RETENTION $ $ $ $ WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER (Mandatory If yea describe SPECIAL PROVISIONS COMPENSATION LIABILITY Y / N WCO20342357 (FL) 03/01/10 03/01/11 g WC STATU- I IOTH- TORY LIMITS 7 ER E.L. EACH ACCIDENT $ 1,000,000 EXCLUDED? N E.L. DISEASE -EA EMPLOYEE $ 1,000,000 in NH) under below E.L. DISEASE - POLICY UMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS BOYSIE GANGA RAMDIAL - CRC046858 BRENT PERKEY - CBC1256184 BOYD A LIPHAM - CCC1325818 EDWARD LYNN GUILLORY - CGC1507093 QUINN M ROBERTS- CCCO58327 MICHAEL JAMES HOLEVA - CCC1325540 BRIAN LEE DAULT - CCC1326270 TIMOTHY DALE BOLING - CRC1327831 MORRER COMPE NSATION IS COVERED IN THE STATE OF FLORIDA ACOR© PRODUCER Marsh USA, Inc. CER homedepot.certrequestMmareh.com Two Alliance Center, 3560 Lenox Road, Suite 2400 Atlanta, GA 30326 Fax (212) 948 -0902 INSURED THD At -Home Services, Inc. d /b /a The Home Depot At -Home Services 3200 Cobb Galleria Parkway Suite 200 Atlanta, GA 30339 TIFICATE OF LIABILITY INSURANCE 1- 404 - 995 -3000 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A:Steadfaat Ins Co INSURERB:Illinois Natl Ins Co INSURER C: INSURER D: INSURER E: DATE (MM/DDIY YY) 02/19/10 NAIC # 26387 23817 COVERAGES MIAMI SHORES VILLAGE BUILDING DEPT. 10050 NE 2 AVE. MIAMI SHORES, FL 33138 ACORD 25 (2009 /01) Jthornton_hd 14492146 USA CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE l'AL7 © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD BUILDING PERMIT APPLICATION F3C Permit Type (circle):,_ Roofing Owner's Name (Fee Simple Titleholder) CAKL- C.. }Yl1O O Phone # 3 0 5 _' 1 3 Q i ( o Owner's Address `'1 3 ' lutes ((1 l V City 41 ►#h'ni St -tof; State_ 0P..tOft Tenant/Lessee Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Contractor's Company Name UU. e 14,01 DQ tV tlrcva L ' I( t Contractor's Address at:ci O CU 11lt t'Ztfh.O pKuJ Sid City i t,B- i & State CAli Qualifier Name State Certificate or Registration No. f ecoPv..zsz Structural Review. $ Ba&1s16 (r t It- Master Permit No. Zip j3t(g Phone # Job Address (where the work is being done) 43 ci 0-0 1 t t , l C.E City Miami Shores Village County Miami -Dade Zip 3 3t FOLIO / PARCEL # I t 3C. - DO I "O'{do0 Is Building Historically Designated YES NO Phone# g51.1 I Zip 3o Phone # 66 1, 1 - 333la ` e8 1 Certificate of Competency No. Architect/Engineer's Name (if applicable) 11 Phone # Value of Work For this Permit $ '5 4-D Square / Linear Footage Of Work: 1 a- Type of Work: ❑Addition Iteration (=New ❑ Repair/Replace El Demolition Describe Work: ( to 3r IMr{‘31 D'rc- .t" ftC rrt c` 1-i T I TrywfAcx ******:* * * * * * * * * * * * * ** * * * * * * * * * * * * * ** ** F * * * * * * * * * * ** * * ** * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ / 4LS CCF $ t CO /CC Notary $ ' Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ ) () LQ 0 See Reverse side -, Bonding Company' s Name (if applicable) ls.' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 1 day off (' , 20P , by R6S -I% Si i lNvrt , day of who is personally kno n to me or who has produced fL who is NOTARY PUBLIC: Sign: Print: My Commission Expires:c - t s identification and who did take an oath. �;t >f ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) %U /O /Y lc) Signature Contractor The foregoing instrument was acknowledged before me this c 2:5 /4 : 1- , 20 j , by Van 1 to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: . *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** `�x* Sign: Print: My Commission Expires: NOTARY PUBLIC STATE OF FLORIDA Comm# EE017867 Plans Examiner Engineer Zoning LIMITED POWER OF ATTORNEY BE IT KNOWN, that 1 OMDS Ohiginpri0 ("Principal ") has made and appointed and by these presents does make and appoint THD At- Home Services, Inc, d/b /a, The Home Depot At Home Services and/or its "N- �-t agent himlher and in his/her name, and stead, for the following specific and limited Attorney-in-Fact purposes only: To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose o o a rmft f r o e improvements on behalf of the homeowner(s) Kr.ziorwurnitmw and or the pro d t: giving and granting said Attorney-in-Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if confirming all that said attorney power hall lawful/ do substitution caus to be done by virtue hereof ratifying and y ereo£ *Pr IN WITNESS WHEREOF, I have hereunto set my hand and seal this a day of ,201v> . Signed, �� and delivered in the presence '`of Witness STATE OF COUNTY OF.Eat,)AT4-,0 ) /, a Notary Public in and for the State of Florida, do hereby certify that Av OI -Oe7 e-a e2eyr,, who is either provided �� � � S(,, .. I/ � _ ®ra �b s� „ ( ) personally known to me, or ()who as identification, appeared before me this day in person and acknowledged that( Yshe signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. G y under my hand and official seal this this /P da 20 ?2 My cominission expires: Permit Authorization 5 -20-08 1 J. S. ALBERICO *'I . MY COMMISSION # DD 677220 41 . EXPIRES: May 22, 2011 i 4 P ernnae'neu wiry Puy U derwrilars Mean Roof Height 11' WINDOW/ SHUTTER DIAGRAM SHEET Living Room APPROVE ZONING DE PT BLDG DEPT DATE Miami Shores Villa . e D 1111 SUBJECT To COMMON:EOM ALUSOENN. STATE AND COUNrottuus AND REGIAARONS Living Room 1j 2 1x4 Mull Building Width 55' Roof Slope 3112 Building Length 60' 1 OF 1 Opening Location No Location Comer Zone or Interior PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED ( +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN 1 4 FL 9928.1 DH 36.00 74.00 46.50 50.00 38 1/8 64 1/2 36 74 1X4 NO 2 4 FL 9928.1 DH 36.00 74.00 46.50 50.00 38 1/8 64 1/2 36 74 FL 8478.1 NO 3 4 09- 0826.10 PD 60.00 60.00 46.50 50.00 72 84 70 3/4 82 N/A NO SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN= AWNING THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 5249607- 4878908 NAME: Chamorro - s,--.,- .Burld 4 ' 1 glit - -�:: . oo i "af ID Fleg s ' �• . Slope greater t 10 degrees Positive o. _ H r .� �0-I'au sitive ° ti = - i Negative & zo••.a4 • • • z4 z4 &z,_ z4 z5 z5 09.1'•••4 44.9 - 16"- "+ 46.3 57.2 - -T16-20 . 41.5•.' 4 .0 63.6 52.1 49.2 60.8 -A- -45.2 49 " p ' 53.6 66.2 31- 40.- - 48.1 52.1 • 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 C ❑UNTIES Building Height Roof Slope less 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,.. 80.7 84.6 31 -40 55.2 59.8 73.6 60.3 65.4 41 -50 57.8 62.7 77.1 63.2 68.5 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 83.3 M ❑NR ❑E COUNTY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z'. 05 z5 42.5 46.1 56.7 46. ' ''62. . _ 45.2 48.9 60.2 , - . 53.5 • • 21 -30 49.2 , 53.3 65.6 53.8 58.3 72.0 31-40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 -IlAfF 62.2 67.5 f: ❑IIN' 83.3 �CIAMI ._•• •_,• = .-•_,• • ••••• . • FLORIDA BUILDING CODE 2007 - ASCE /SEI 7 -05 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Buidirig with mean roof height less than or equal than 60 Feet O« • WIND PRESSURES IN PSF •• • 14b MPH VELOCITY WIND PRESSURES IN PSF 146 MPH VELOCITY 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 11 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 GCp1 =.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 Tess than the larger of 4% of the least horizontal dimension or 3 ft Roof Slope Ch) MEAN ROOF CO) HEIGHT ,x,,` a <= BW x 0.1 or a <= h x 0.4 BW less or equal than BL a must not be Tess than a = 3 feet or a= 0.04 x BW WIND PRESSURES IN PSF 150 MPH VELOCITY EN6CO,snc. 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 AUG 0 5 2010 PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 8/5/2010 r3 �� ` e.�a.ensaaaee. .•. • • • ••• • • • • •• •• • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • •• • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • ••• •• ••• • • • . • • • • • • . •• • • . •• • • • • ••• • • • • . • • • • • • • •• •• ••• • • • uJ SfO APPROVEk ZONING DES^ BLDG DE SUBJECT TO CO . STATE AND COUNTY Ru czin- cnIc ■•11- Honda Bidding Code Online i ii,1ir, Product Approval Ment4 > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory roduct Approval SER: Public User Compliance Method • Sum `' i Publications Surcharge ••. •.• • • • • • • • • • • • • • • .. • • • • • • • • • .. FL9928 -R1 Revision 2007 Approved • • • ..• • • •• 0 • . • • • • • • ••• • • file: / / /CI /Users /Road %20Runner / Desktop / Florida% 20Building %2iSCod*/*215pyine,htr: (1 of 3) Mt/2471.008 12:35:25 PM] ••• • • • ••• • Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Vivian Wright rickw @rwbldgconsultants.com • Evaluation Report from . ;Architect or a Licensed • • engineer • .m Evaluation Report - a Florida Registered Florida Professional Hardcopy Received Florida BuTrding Code Online Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Standar4 UsiL AAMA /WDMA /101/I.S.2/A440 2005 Accepted Engineering Practice 2007 ASTM E1300 2002 ASTM E1300 2004 ASTM E1886/E1996 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Siur • • ..• •• ••. •• • • • •• • • • • • • • • • • • •• • • ••• ••• • • • • • • • • • • •• • • •••• • ••• • • • • • • • • • • • • •• .... .•••••• • Wendell W. Haney • • • • • • file: / / /Cl/ Users / Road %20Runner / Desktop / Florida %20Building%20C :deStOnDne:Itm V of 1).1144/2008 12:35:25 PM] • ••• • • • ••• • • PE -54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. 0 Validation Checklist - Hardcopy Received ) L9928 R1 COI CERT OF INDEPENDENCE.Ddf Method 1 Option D 06/28/2008 07/14/2008 07/18/2008 09/15/2008 Description Up to 4'5 x 5'3 Extruded PVC "Impact" Double Hung Window - configuration (X /X) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes ure: N A Florida Boding Code Online Other: See INST 9928.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) 9928.2 b. "WeatherStopperT" ' Series 9500 - Model 9500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 9928.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Department of Community Florida Building Code Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: .. .. • • • • • • • •.... • • • • • . . •• .•• • .•• ••. • • • • • • • • • • • • • • • . • • • • • • • • •• •• •• • • • • • Liga DCA Administration Affairs Online • .•• • • • • • • . • • • • . • ••. • • file: / / /Cl/ Users /Road %20Runner / Desktop /Florida %20Building %20f ode' eCanQltn (3 of 3) [3124, 12:35:25 PM] • • ••• • Installation Instructions FL9928 R1 II INST 9928.1.Ddf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL9928 R1 AE EVAL 9928.1.odf, Created by Independent Third Party: Yes Up to 4'5 x 5'3 Extruded PVC "Impact" Double Hung Window - configuration (X /X) Installation Instructions FL9928 R1 TT INST 9928.2.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL9928 R1 AE EVAL 9928.2.ndf Created by Independent Third Party: Yes TABLE OF CONTENTS SHEET 9 DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical cross sections 4 Buck & frame anchoring (small unit) 5 Buck & fame anchoring (large unit) b Reduced DP frame anchoring 7 Components 8 Hardware assembly and components details 9 BM of materials, components and glazing details • • • , • •• • �• IN • • 1. • .4• • • oi• • Silver WINDOWS •DOOR S an Andersen Carntany 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 PH. 732.435.1000 " WEATHER STOPPER' "" SERIES 9500 / MODEL 9500 •••••• EXTRUDED VINYL TILTpO€&arE HUNG WINDOW .A\ GENERAL NOTTS : • " IMPACT" • 1. This progryct liras been eualuaiert and is in compliance with the 2007 Florida Building • • • Code •FBClistrbctural rtcujr4rpants including the "High Velocity Hurricane Zone" (HVHZ). • • • • • • •$, Product anchals shall belt liskil and spaced as shown on details. Anchor embedment • to bash jrfa ?Mi shall bebeymd wall dressing or stucco. ••• �•• 3! When used in the "HVHr';lys • product complies with section 1626 of the Florida Building • • • • Code ar•3aicles not relit& QrtiPhpact resistant covering. •••• • •• • 4 When used in areas outlideof tlr "HVHZ" requiring wind borne debris protection this product Qrpplswith Section 1609.1.2 of the 2007 FBC and does not require an impact resistant coveririg. This product meets missile level "Q" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 7. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 8. This product meets water infiltration requirements for "HVHZ ". 55.37" X 76.37' 53.37" X 74.37" 46.42" X 32.86" 38.1 '•. 2" X 62.50" 29.17' X 26.86" 56.25" X 75.37" 54.25" X 73.37" 47.30" X 32.36" 38.12" X 64.50" 36.12" X 62.50" 29.17' X 26.86" ax. width & height occur on different units. GI G2 +50.0 +50.0 NEGATIVE ............................. "50.0 0 0. a. 0 Z °ATE 1 /12/07 SCALE: N.T.S. On ✓': KK CHK. BY: WWH DRAWING NC.: FL- 9928.1 SHEET 1 or 9 DOUBLE HUNG WINDOW REVISED TO 2007 FBC — FLANGE TO FLANGE 54.25' MAX. O.A. " , FRAME WIDTH FLANGE TO FLANGE 7A 9T AA AV COI,. LlC�I_l1Tx _.1. f i X / r X G • • • , • •• • �• IN • • 1. • .4• • • oi• • Silver WINDOWS •DOOR S an Andersen Carntany 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 PH. 732.435.1000 " WEATHER STOPPER' "" SERIES 9500 / MODEL 9500 •••••• EXTRUDED VINYL TILTpO€&arE HUNG WINDOW .A\ GENERAL NOTTS : • " IMPACT" • 1. This progryct liras been eualuaiert and is in compliance with the 2007 Florida Building • • • Code •FBClistrbctural rtcujr4rpants including the "High Velocity Hurricane Zone" (HVHZ). • • • • • • •$, Product anchals shall belt liskil and spaced as shown on details. Anchor embedment • to bash jrfa ?Mi shall bebeymd wall dressing or stucco. ••• �•• 3! When used in the "HVHr';lys • product complies with section 1626 of the Florida Building • • • • Code ar•3aicles not relit& QrtiPhpact resistant covering. •••• • •• • 4 When used in areas outlideof tlr "HVHZ" requiring wind borne debris protection this product Qrpplswith Section 1609.1.2 of the 2007 FBC and does not require an impact resistant coveririg. This product meets missile level "Q" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 7. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 8. This product meets water infiltration requirements for "HVHZ ". 55.37" X 76.37' 53.37" X 74.37" 46.42" X 32.86" 38.1 '•. 2" X 62.50" 29.17' X 26.86" 56.25" X 75.37" 54.25" X 73.37" 47.30" X 32.36" 38.12" X 64.50" 36.12" X 62.50" 29.17' X 26.86" ax. width & height occur on different units. GI G2 +50.0 +50.0 NEGATIVE ............................. "50.0 0 0. a. 0 Z °ATE 1 /12/07 SCALE: N.T.S. On ✓': KK CHK. BY: WWH DRAWING NC.: FL- 9928.1 SHEET 1 or 9 DOUBLE HUNG WINDOW REVISED TO 2007 FBC • • • z • ••• • ••• •••• •••• • •••• • •••• • •••• • •••• •••• • • •••• • • • • • • • •• • • • • • •••• M oat z_ �O e Q M • •• • • • • • • • • • • •• •• • • •••• • • •••• • SEE Iftl1! • 1/4" MAX. - .-SHIM SPACE (TYP.) • ® • c • e 0 e 0 EXTERIOR ee 0 0 0 111i 117-' 0.0 41 0 INTERIOR �►�II� Imo ® 0 , SEE NOTE 1 v 22 HORIZONTAL CROSS SECTION 2 SEE NOTE 1 NOTE; 1. For framing anchoring locations and details, see sheet 5, 6 & 7. SEE NOTE 1 1 -1/4" MIN. EM B. (TYP.) 1" MIN. FROM MASONRY EDGE (TYP.) cii VERTICAL 1" MIN. FROM MASONRY EDGE �-.- (TYP.) O 0. z z cn z 0 DATE: 1 /12/07 SCALE: N.T.S. DWG. BY: KK CHK. BY: WWH DRAWING NO.: FL- 9928.1 SHEET 2 OF 9 / /// 4i 9" TYP. X / /// /// X 1 /// / / \ • • • z • ••• • ••• •••• •••• • •••• • •••• • •••• • •••• •••• • • •••• • • • • • • • •• • • • • • •••• M oat z_ �O e Q M • •• • • • • • • • • • • •• •• • • •••• • • •••• • SEE Iftl1! • 1/4" MAX. - .-SHIM SPACE (TYP.) • ® • c • e 0 e 0 EXTERIOR ee 0 0 0 111i 117-' 0.0 41 0 INTERIOR �►�II� Imo ® 0 , SEE NOTE 1 v 22 HORIZONTAL CROSS SECTION 2 SEE NOTE 1 NOTE; 1. For framing anchoring locations and details, see sheet 5, 6 & 7. SEE NOTE 1 1 -1/4" MIN. EM B. (TYP.) 1" MIN. FROM MASONRY EDGE (TYP.) cii VERTICAL 1" MIN. FROM MASONRY EDGE �-.- (TYP.) O 0. z z cn z 0 DATE: 1 /12/07 SCALE: N.T.S. DWG. BY: KK CHK. BY: WWH DRAWING NO.: FL- 9928.1 SHEET 2 OF 9 •• • •• • • •• • m • a �• • 0 u • • 2.4f3" MIN. • •.. -FROM MA ;ONRY • • • EBG& {iYP.) • • • ••• • • • ••• ••• • ••• • •••• • •••• • •••• • • • •••• •••• •••• • EXTERIOR O VERTICAL CROSS SECTION 3 • •• 2 -1/2" MIN. FROM MASONRY EVE (TYP.) INTERIOR Shown w/ IX sub —buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC This view representative of head, sill, & jambs. EXTERIOR 1" MIN. FROM MASONRY EDGE (TYP.) 1" MIN. FROM MASONRY EDGE (TYP.) 0 VERTICAL CROSS SECTION Masonry sill INTERIOR 1" MIN. f� FROM MASONRY EDGE (TYP.) O 3 VERTICAL CROSS SECTION Masonry sill " MIN. FROM MASONRY EDGE (TYP.) 0 a 0 m 6 z rn 0 rn DATE 1 /12/07 SCALE N.T.S. DWG. BE KK CHK. BY: WWH DRAWING NO.: FL- 9928.1 SHEET 3 OF 9 i • • • v • rn • m z ❑ ❑ 0 a 0 ••• ••••, 0 • • • ••11• • • • •• • •• • • • • • •DUCK ANC�iQ'4 �P <= 65.0 PSF (36.125 x 62.5" UNIT) MEETING RAIL • ••• • ••• NOTES; • 1 • ••• •.• SEE NOTE 1 • • • ;11 • • • • • • • • •• • • • • • ••• • •• •• • W /1X BUCK INSTALLATION SEE NOTE 2 •• W /2X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 3 WINDOW FRAME FRAME AND GLAZING REMOVED FOR CLARITY —I 1 FRAME ANCHORING DP <= 65.0 PSF (36.125" x 62.5" UNIT) SEE VIEW "A —A" AND NOTE 3 2X BUCK - MEETING T RAIL MASONRY SILL INSTALLATION SEE NOTE 1 W /2X BUCK INSTALLATION MASONRY SILL INSTALLATION SEE NOTE 1 W /1X BUCK NSTALLATION E NOTE 2 1, 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. 3. Anchor screws in head and below meeting rail center line are located in ext. rail of the frame. Anchor screws in sill, on meeting rail center line and above are located in int. rail of frame. VIFW "A " — "A" SEE NOTE 3 O K a z 0 o: m ao 0 z DATE 1 /12/07 SCALE. N.T.S. DWG. BY: KK CHK. BY: WWH DRAWING NO.: FL- 9928.1 SHEET 4 OF 9 \ / 1- 1 1 1 MI W /1X BUCK INSTALLATION SEE NOTE 2 0 W /2X BUCK INSTALLATION TYP. HEAD & —� JAMBS `i — — f 1 1 1 \\ / • • • •• • • • • m P 6 6 • ••• • 4 ••• • • ••• 11••• • •••• • ••• ,•• • •••• NOTES: • •••••• • • • •• a • • • • • BUCK ANCHORING DP <= 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) MEETING t RAIL FRAME 14.08" MAX. ON CENTER WINDOW FRAME AND GLAZING - REMOVED FOR CLARITY 2X BUCK FRAME ANCHORING 40 < DP <= 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) SEE VIEW "A —A" AND NOTE 3 (0 1. 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting roil centerline locations may be adjusted to maintain the minimum edge distance to mortor joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. 3. Anchor screws in head and below meeting rail center line are located in ext. rail of the frame. Anchor screws in sit, on meeting rail center line and above are located in int. rail of frame. MEETING f f . RAIL MASONRY SILL INSTALLATION SEE NOTE 2 MASONRY SILL INSTALLATION SEE NOTE 1 W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 VIEW "A " — "A" SEE NOTE 3 SEE NOTE 3 0 0 a O m 0 0 z 0 cc o= DATE:1 /12/07 SCALE: N.T.S. DWG. BY KK CHK. BY: WWH DRAWING NO.: FL- 9928.1 sHEET 5 OF 9 • i 0 z 0 a i 0 0 0 0 0 0 N Projects \Project Folders \Pro DOUBLE HUNG WINDOW REVISED TO 2007 FBC PART OR ASSEMBLY: — 1 — 1 OA TYP. •••• SEE E NOTE 1 • • •••• • •• • • • • • • — 000000 • • • • — • •••••• •• • •• •• • • • • • • •• • •••• •••••• • • • • •••• • • I•••• t - i � „� „ ti — • • • •• • • • • m P 6 6 • ••• • 4 ••• • • ••• 11••• • •••• • ••• ,•• • •••• NOTES: • •••••• • • • •• a • • • • • BUCK ANCHORING DP <= 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) MEETING t RAIL FRAME 14.08" MAX. ON CENTER WINDOW FRAME AND GLAZING - REMOVED FOR CLARITY 2X BUCK FRAME ANCHORING 40 < DP <= 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) SEE VIEW "A —A" AND NOTE 3 (0 1. 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting roil centerline locations may be adjusted to maintain the minimum edge distance to mortor joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. 3. Anchor screws in head and below meeting rail center line are located in ext. rail of the frame. Anchor screws in sit, on meeting rail center line and above are located in int. rail of frame. MEETING f f . RAIL MASONRY SILL INSTALLATION SEE NOTE 2 MASONRY SILL INSTALLATION SEE NOTE 1 W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 VIEW "A " — "A" SEE NOTE 3 SEE NOTE 3 0 0 a O m 0 0 z 0 cc o= DATE:1 /12/07 SCALE: N.T.S. DWG. BY KK CHK. BY: WWH DRAWING NO.: FL- 9928.1 sHEET 5 OF 9 • i 0 z 0 a i 0 0 0 0 0 0 N Projects \Project Folders \Pro DOUBLE HUNG WINDOW REVISED TO 2007 FBC PART OR ASSEMBLY: • • •• • • •• • • • • • • • •••• • • • •• • •••• • • • ••• • • • • • • • • •• • • • • • 00000 • • • • •• •• • • •••• • ••• • NOTES: • • • • • • •• •••e•• • •••• • • • • •••• 000000 • • • •••• • • • •••• • • • • • •••••• • • • • • MASONRY OPENING — WINDOW FRAME FRAME AND GLAZING REMOVED FOR CLARITY / 2X BUCK W /1X BUCK INSTALLATION SEE NOTE 2 W /2X BUCK INSTALLATION TYP. HEAD & JAMBS FRAME ANCHORING DP <= 40 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) SEE VIEW "A —A" AND NOTE 3 MEETING f f . RAIL MASONRY SILL INSTALLATION SEE NOTE 1 MASONRY SILL INSTALLATION SEE NOTE 1 W /1X BUCK INSTALLATION SEE NOTE 2 W /2X BUCK INSTALLATION 1 ::: 0 VIEW "A " — "A" SEE NOTE 3 1. 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 - 1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. 3. Anchor screws in head and below meeting rail center line are located in ext. rail of the frame. Anchor screws in sill, on meeting rail center line and above are located in int. rail of frame. U 0 0 0 0. a DA / 1 1 12/0 m uJ O Z 7 0 SCALE: N. T.S. DWG. BY: KK CHK. BY: WWH DRAWING NO.: FL- 9928.1 SHEET 6 OF 9 • • • • • •• • • GLAZING BEAD •••• • • • •••• • •• • ••• • • • • • • • •••• • • •••• ••. • • •••• • •••• • .562" I o. • • • • • • • • • � . 2.16i" • •. • • • •. •••• i. • •. I • + • ••• • •• •••• • • •.•�•� :UPPER / LOWER LIFTING RAIL • • 34 KEEPER RAIL & STILE REINFORCEMENT ®UPPER SASH BOTTOM RAIL 1.227" `— 10 LOWER SASH STILE 1.435 " 1.255" 1.779" — 1 35 IFT RAIL RFINFORCEMENT (DIPPER SASH STILE 11 SNAP ON MASONRY FLANGE n r 1.547" —1 0 r _ 1.365" --{ 37 HEAD ADAPTER r 1.575" —1 0 I 1 I - r ®I OWFR SASH TOP RAIL .875" h 33 REINFORCING BAR 1.618" 38 SILL ADAPTER 0 0 z z 0 L ce ce DATE: 1 /12/07 scale N.T.S. DWG. ar: KK CHK. BY WWH DRAWING NO.: FL- 9928.1 SHEET 7 OF 9 m • RI • • • co • • • • • co N• ••• •• : •T •••• • • •••• • •• • • • • • 6 • • • • • • • BOWOM SAS149L5S . • • • • • •••• • •• .187H H 21 • •4•• • 6.0001 "• h • • • IT • • • 4 — ••`!;• • • 1.5" —�• s — • • T • r•y• • •t 24 BOTTOM SAAH HEAVY DUTY PIVOT o ® .294" TOP SASH PIVOT TOP SASH POLYMER TILT LATCH CO CO } BOTTOM SASH PIVOT .613" SASH PIVOT HARDWARE ASSY. VIEW 1.35" SASH RAILS REMOVED FOR CLARITY 55 "- T T v 0 J 1.35" 1.5" IL N L 12 HEAVY DUTY TILT LATCH KEEPER o ��� 17rr 1f r LtLa u `mmnul ====i=-1= • -1 -r' 2.55" N 2.062"-141 j -- I 1.57" 2.55" I-- 1.683 " —{ 1 1 SASH LOCK KEEPER .617" .613" .294" SASH LOCK —{ 1.5" -- 2.625" - 0 4- !J I 1 1' E ' 11 1 II 19 UPPER SASH LATCH 22 TOP SASH PIVOT 4.3272" 0 23 BOTTOM SASH HEAVY DUTY TILT LATCH 0 ® 0 0 T S� U U � BOTTOM SASH Il TILT LATCH 111 TOP SASH TILT LATCH 6.0001" (ASSEMBLED) I II (UN— ASSEMBLED) TILT LATCH HARDWARE ASSY. VIEW SASH STILES REMOVED FOR CLARITY U 0 a DATE: 11 m 0 0 z 2/0 7 rn z 0 SCALE: N. T.S. DWG. BY KK CHK. BY: WWH DRAWING NT.: FL- 9928.1 SHEET 8 OF 9 ci 1 0 0 a 0 0 ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME HEAD / JAMB #52 -8601 * PVC 2 EXTRUDED PVC MAIN FRAME SILL 052 -8601 * PVC 3 WEEP HOLE COVER (SILL) 0200- 492 -021 POLYMER 4 EXTRUDED PVC GLAZING BEAD 052 -2217 * PVC 5 1X BUCK SG >= 0.55 WOOD 6 EXTRUDED PVC UPPER SASH BOTTOM RAIL #52 -8507 * PVC 7 EXTRUDED PVC UPPER SASH STILES -8504 * PVC 8 052 EXTRUDED PVC LOWER SASH TOP RAIL 152-8508 * PVC 9 EXTRUDED PVC UPPER / LOWER LIFTING RAIL 052 -8506 * PVC 10 EXTRUDED PVC LOWER SASH STILES 052 - 8505 * PVC 11 E>illitiDED PVC SNAP ON MASONRY FLANGE PVC 12 IWEAVY DINKY TILT LATCH KEEPER #12 -9513 STEEL 13 ; 8' 1 PFH SCREW •ZINC PLATED STEEL 14 , 8 -32 1 2" PP- 'MS • STEEL 16 r"' "''- RIP PILE ' I .270 x . •, W 1 NW BY L 8 - 17 WEATHERSTRIP PINE W FIM .270 x .190, W21195NW BY ULTRAFAB - 18 WEATHERSTRIP Q44)2 A LL 1333 -000 BY SCHLEGEL - 19 UPPER SASH LATCH PVC 20 L'AZIpIG r GLAZE 34 -937A NATIOF14L. STARC • QL WF SILICONE 21 TOP SASH POLYMER TILT LATCH PLASTIC P2 ice• SS: PIVOT • " " • STEEL 23 BOTTOM CASH HEAVY. PLbTY TILT LATCH #12 -951 IL -R PLASTIC 24 80 OM SASH HE;A DUTY PIVOT #12- 9514R -L STEEL 25 2X B UCK SG >= I.0 " WOOD 26 1 •MAX SHIM BRACE • • WOOD 27 95p4! 3192 'SI tvin CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOaK cdgrgRmiNG TO ASTM C90. MASONRY 28 8 x 1 "•PFH SCRRAN • STEEL 29 6 z' flPFH SCREW ZINC PLATED STEEL. 30 #10 X 2 -1/2" PFH WOOD SCREW STEEL 31 SASH LOCK ASS (DIE CAST ZINC ALUMINUM) - 32 SASH LOCK KEEPER (ZINC DIE CAST) - 33 REINFORCING BAR #51 -8567 STEEL 34 KEEPER RAIL & STILE REINFORCEMENT #50 - 8566 ALUMINUM 35 LIFT RAIL REINFORCEMENT 1 50 -8568 Al UMINUM 36 LOCK RAIL REINFORCEMENT #50 -8567 Al UMINUM 37 HEAD ADAPTER 050 - 8563 ALUMINUM 38 SILL ADAPTER #50 -8564 ALUMINUM 39 #8 x 1" PFH SCREW ZINC PLATED STEEL 40 1/4" X 2 -3/4" ELCO PFH CONCRETE SCREW STEEL 41 1/4" X 2 - 1/4" ELCO PFH CONCRETE SCREW STEEL 42 1/4" X 3 - 1/4" RW PFH CONCRETE SCREW STEEL 43 GLAZING SPACER STEEL 44 1/4" X 3 -1/4" ELCO PFH CONCRETE SCREW STEEL / • • • • � • 7/16" GLASS BITE INTERIOR 7/8" OVERALL GLASS 1/8" ANNEALED GLASS .090" PVB. BY DUPONT 1/8" ANNEALED GLASS AIR SPACE 1/8" ANNEALED GLASS G2 GLAZING DETAIL DATE: SCALE N. T.S. DWG. RTr: KK CHK. 0Y: WWH DRAWING NO.: FL- 9928.1 SHEET 9 OF 9 •••• • • • •••• •••• • •••• • •••• • * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO B PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS ". O MAIN FRAME HEAD & JAMB 7/16" GLASS BITE INTERIOR —1 3794" 18 WEATHERSTRIP EXTERIOR 3.312" MAIN FRAME SILL 7/8" OVERALL GLASS THK. 3/32" ANNEALED GLASS .090" PVB. BY DUPONT 3/32" ANNEALED GLASS AIR SPACE 3/32" ANNEALED GLASS G1 GLAZING DETAIL • vC • 8 o z 0 1 /12/07 R W R W Building Consultants, Inc. Manufacturer: B C Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 9928.1 R1 Date: June 19, 2008 Product Category: Window Product sub - category: Double Hung Product Name: "Weather Stopper" Series 9500 / Model 9500 Extruded Vinyl Tilt Double Hung Window "Impact" Silverline Windows & Doors 1 Silverline Dr North Brunswick, NJ 08902 Phone 732.435.1000 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Silverline Windows & Doors based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in Iocations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL- 9928.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. .. .•• • • • • • •. • • • • • • • • • .• 00• 046 • • • •• • 0410 0 • • *Of • 000 • 0 • • • • • • • • • 0 • • • • • • • • 0 • • • • 0 • • •0 • • •• • • •• • • • • • • PF1314 Sheet 1 of 3 000 • 0 . • *00 0 • • • • 0 • • • • • 0 • •00 • • • • • • • • • • • • • • •• •• • • • •• 00 ••• • • • •00 • • Wendell W. FL No. 54 June 19, 2008 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 9928.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ ". 8. See drawing FL- 9928.1 for size and design pressure limitations. •. •.• • • • • • .• • • • • • • • • • •• ••• •• • • • •• • • • ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • PF1314 Sheet 2 of 3 • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •. • • • .. .. • • • • • • • • • . endell W. FL No. 541 June 19, 2008 Supporting Documents A Drawing 1. Drawing No. FL- 9928.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (PVB Interlayer by DuPont) approval number NOA 05- 1208.02 issued by Miami -Dade BCCO. 2. Materials (PVC - Extrusions) approval number NOA 03- 1110.03 issued by Miami -Dade BCCO. 3. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 07- 01410256, signed by Wendell W. Haney, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Architectural Testing, Inc. and reported in test report ATI- 53330.01 - 122 -18, signed by Steven M. Urich, P,E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 07- 01410256 and ATI - 53330.01 - 122 -18. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load resistance calculations per ASTM E 1300 prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Silverline Windows & Doors is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. •• •.• • • • • • •• • • • • • • • • • •. ••. •• • • • •• • ••• .•• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PF1314 Sheet 3 of 3 • • • • • • • 00* • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •.. • • • 000 • • Wendell W FL No. 54 -58___ June 19, 2008 , P.E. Florida Building Code Online • . . •... ... • • ... • • • .. • • . . • •. 1) • .. • L • I1,}_i.ii and •... •• •• • • •••. •••0 ••••• • • • .• • ∎tt - tol ullll {'�1111t1Zll�r roduct Approval SER: Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email m file: / / /CI /Users /Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (1 of 4) [7/22/2009 8:07:25 PM] FL8478 -R1 Revision 2007 Approved D Craig Calderone rickw @rwbldgconsultants.com T cs User Registration Sum Publications Surcharge Facts Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com product Approval Menu > Product or Application Search > Application List > Application Detail • • . . • • . • .' Florida Building Code Online Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Equivalence of Product Standards Certified By Sections from the Code file: / / /CI /Users /Road %20Runner /Desktop/ Florida %20Building %20Code %200nline.htm (2 of 4) [7/22/2009 8:07:25 PM] Windows Mullions Lyndon F. Schmidt, P.E. Referenced Standard and Year (of Standard) Standar4 TAS 201, 202, 203 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received PE -54158 National Accreditation and Management Institute 12/31/2011 Ryan 1 King, P.E. 0 Validation Checklist - Hardcopy Received FL8478 R1 COI CERT OF INDEPENDENCE.odf YriaL 1994 ...• • • • • • • Florida Building Code Online Model, Number or Na Series 2723, 2724 and 2728 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8478.1 for Design Pressure Rating by Model and Span, any Additional Use Limitation and Installation Instructions. file: / / /CI /Users/ Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (3 of 4) [7/22/2009 8:07:25 PM] Method 1 Option D 03/05/2009 03/05/2009 03/13/2009 04/07/2009 Description Extruded Aluminum Clipped Mullion (Vertical and Horizontal Combination) Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Installation Instructions FL8478 R1 II INST 8478.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8478 R1 AE EVAL 8478.1.Ddf Created by Independent Third Party: Yes Florida Building Code Online Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399- DCA Administration 2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Convriaht and Disclaimer Product Approval Accepts: file: / / /CI /Users /Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (4 of 4) [7/22/2009 8:07:25 PM] TABLE OF CONTE WEIR DESCRIPTION PRODUCT DESCRIPTION I Typical elevation & • eneral notes 6 2724 mullion load table for wood screw anchoring 2723 Mullen road table for topcononchoring 2724 mullion onchor details & section details MUM ME= IIMIIIN 2723 mullion load table for w... screw anabolic. 2728 mullion load table for tapcon anchoring 2723 mullion anchor details & section detail 2728 mullion toad table for wood screw anchoring 2724 mullion lOad table for to. on anchorino 10 2728 mullion anchor details & section details GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT • • • • • • • • • • • • • • • • • • • a • eame • erfItt 0 • ES:0 0 R S • an Andersfila COmpany • °I prove NORTH BRUNSWICK, NJ 08902 • • • STRUCTURAL.BEAM ION • • • 272,1.724 ••• • • • • •••• • •• 1 • • • 2723 GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2037 f g Code stn./alu,a ! requirements including theltHigh Velocity Hurricane Zone'. 2. Wood bucks by others mus be anchored properly to transfer loads to the structure and be reviewed by the building official. 3. Mullion anchor embedment to base material shoi be beyond wall dressing or stucco. 4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approvol. 3. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approvoL a. Site conditions not covered in this evaluation are subject to further engineering analysts by a professionol engineer or registered architect. 7. Approved twin units or approved singles con be used in mullion configurations. The vertical ond horizontal muliron configurations can be combined to mul multiple single units together. 8. Mullion design pressure rating, see appropriate toad toting table 590015 05 fisted in table of contents. 2. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this appnaval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. 11. When used in the 'High Velocity Hurricane Zone this product complies with Section 1626 of The Florida Building Code and does not regiCe an impact resistant covering. 12. When used in areas outside of the THVI12" requiting wind-borne debris protection the product complies with Section 1609.1.2 of The Florida Building Code and does not require an impact resistant covering. 1113 product meets missile level V and includes wind Zone 4 as defined ln ASIM 11996. 13. Materlais, including but not limited to steel screws that come into contact with other desim3or materials shall meet the requirements of the 2007 Florida Building Code. Section 2033.8. L 20 MULLION SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION MAX. COMBINED DIMENSION iS 104" — __ --4-1 W1__, W2 VERTICAL MULLION CONFIGURATION l–i--- MULLION SPAN MAX. = 79" GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION MAX. COMBINE DIMENSION IS 104' WI ih GLAZING PRODUCT L MULLION CONFIG GZI VERTIC TYPICAL MULLION CONFIGURATIO ATION 8 0960 2/ ca z 0/09 sc.41.0 090.019 DWS 099. NY: LFS DRAYANO NO, FL-8478. 1 sum 1 or%9 0 55 0 CONCRET: SCREW ANCHORS SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 52" NVdS NOI77nW 74" 64.7 60.4 56.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 34.8 72" 69.4 64.7 60.7 57.1 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 37.3 70" 73.4 68.5 64.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8 41.1 39.5 68" 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 41.9 66" 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 44.4 64" 87.8 81.9 76.8 72.3 68.3 64.7 61.4 58.5 55.9 53.4 51.2 49.1 47.3 62" 93.6 87.3 81.9 77.0 72.8 68.9 65.5 62.4 59.5 56.9 54.6 52.4 50.4 60" 99.9 93.2 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 58" 100.0 99.8 93.6 88.0 83.2 78.8 74.8 71.3 68.0 65.1 62.4 59.9 57.6 56" 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 54" 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 52" 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 50" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 • • • a TO d Lel O. • • • • • • • • 3 3 L • •ML LION SPAN • 71, • • •••• ING • PR DUCT ' • • -••• 11,•• • • w • GLAZING PRr Uc r • • • •••• • •••• •• • • GONG PROlaUfrel • • •••• ••••• • • • • • • • GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT • • • • • • TRIBUTARY WIDTH - W 1 + W2 2 W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT INSTRUCTIONS FOR USE OF THE MU1110N LOAD TABLE; T 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 I t FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON a. ^ THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. p 11 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE z TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN 1 CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 0 CC m z z 0 rn DATE: 2/ 0/09 SCALE: N.T.S. DWS. er: DWS cwc. a: LFS DRAWING NO.: FL- 8478.1 SHEET 2 OF 10 © 2009 R.W. SUS-DINS CONSULTANTS INC. STRUCTURAL BEAM MUWON PART OR ASSEMBLY: OOH R E W C H O RS 74" SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 52" 64.7 60.4 56.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 34.8 72" 69.4 64.7 60.7 57.1 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 37.3 70" 73.4 68.5 64.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8 41.1 39.5 68" 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 41.9 66" 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 44.4 64" 87.8 81.9 76.8 72.3 68.3 64.7 61.4 58.5 55.9 53.4 51.2 49.1 47.3 62" 93.6 87.3 81.9 77.0 72.8 68.9 65.5 62.4 59.5 56.9 54.6 52.4 50.4 60" 99.9 93.2 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 58" 100.0 99.8 93.6 88.0 83.2 78.8 74.8 71.3 68.0 65.1 62.4 59.9 57.6 56" 100.0 100.0 100.0 94.4 89.2 84.5 80.3 76.4 73.0 69.8 66.9 64.2 61.7 54" 100.0 100.0 100.0 100.0 95.9 90.9 86.3 82.2 78.5 75.1 71.9 69.1 66.4 52" 100.0 100.0 100.0 100.0 100.0 98.0 93.1 88.7 84.6 81.0 77.6 74.5 71.6 50" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.9 91.5 87.6 83.9 80.6 77.5 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 95.0 91.1 87.4 84.1 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.0 93.1 89.5 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.6 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.1 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN LIAY — 7d" GLAZING PRODUCT • • • • f: • • • • • 3 • • 3 3 3 L •••• • • • •IOIULL!ON SPAN _ • MAg. = 74• • I • • • • GLAZING • • PRODUCT •• • •• • • •• • M U &T • • • •••• • ••••I GLAZING I PROSIlCX• • • • •• • • • 1 • h W' I GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT • • • • • TRIBUTARY WIDTH - 001 + W2 2 W' ril W2 INSTRUCTIONS FOR USF OF' THE MUI LION LOAD TABLE: 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 0 0 a m 0 li V) Z 0 rn DAM 2/ 0/09 SCALE: N. T.S. DWC. ETC DWS CHK. BY: LFS DRAWING NO.: FL- 8478.1 SHEET 3 or 10 STRUCTURAL BEAM MULLION PART OR ASSEMBLY: • 0 0 N 5.5" 7.675" MULLION ANCHOR BRACKET 2722 MAT'S: 6063 —T6 FOR WOOD SCREW ANCHORING AND MULLION 70 MULLION ANCHORING .156" 0 0 0 0 in 'n N N tom— 2.25" — 2.25" 2.25" --I 0— k 1,k • MAT'S: 6063 —T6 FOR CONCRETE SCREW ANCHORING J 2723 MITI LION MAT'S: 6063 —T6 f .125" .100" 550" + .800" N O N (4) 1/4" x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 8 X 3/4" SMS (6) #10 x 1 -1/2" WOOD SCREWS MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 2X MATERIAL SPRUCE — PINE —FIR SG =0.42 OR BETTER � p M W ANCHOR 70 2X STUD OR TO 2X BUCK USING 010 X 1 -1/2" WOOD SCREWS (6) #10 X 3/4" NOTES SHEET METAL SCREWS 1. CONCRETE SCREWS ARE 1/4" ITW BUILDEX CONCRETE SCREWS REQUIRING A MINIMUM BASIC MUI I ION BRACKFT ANCHORING EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE 2722 BRACKET SHOWN OF 2 -1/2" AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". (4) 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 ANCHOR TO MASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS. SEE NOTE 1 MULLION #8 X 3/4" SELF TAPPING SCREW MULLION ANCHOR MULLION TO MULLION z 15 0 0 a r m O z 0 N DAM 2/ 0/09 SCALE. N.T.S. DWG. av: DWS CHI( ar: LFS DRAWING NO.: FL- 8478.1 SHEET 4 or 10 i • GLAZING • PRODUCT • • • • •• • •• • • GLAZIN( GLAZ G •RROIIOiT • PRQUUCT • • ••• • •••• •••• • • • •• • 50" •••• • •• 49.3 • • • as NCRETE CREW C H ORS 74" SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 52" 52.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 72" 57.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 70" 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.6 68" 67.0 62.5 58.6 55.2 52.1 49.4 46.9 44.7 42.6 40.8 39.1 37.5 36.1 66" 71.1 66.4 62.2 58.6 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 64" 75.7 70.6 66.2 62.3 58.8 55.7 52.9 50.4 48.1 46.0 44.1 42.3 40.7 62" 80.6 75.2 70.5 66.4 62.7 59.4 56.4 53.7 51.3 49.1 47.0 45.1 43.4 60" 86.1 80.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 52.4 50.2 481 46.3 58" 92.1 86.0 80.6 75.9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 56" 98.8 92.2 86.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3 53.2 54" 100.0 99.2 93.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 52" 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 72.9 69.8 66.8 64.2 61.7 50" 100.0 100.0 100.0 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 • • • • •� • • • •••• •••• • • I ••••AA- 413 • • • • • MUL1 ON SPAN ••VAX. = 74i • • I • • W 1 • W2 � GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT • • • • • • • TRIBUTARY WIDTH - W 1 + W2 2 b W1 �I W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE - 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY • WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON Q_ THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. O 11 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION - > SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW • CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE - EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 0 0. a FO o zz 0 z Q z O 0 J 0 a <I. O a m z 0 DATE: 2/ 0/09 SCAB N.T.S. DWG. BY: DWS CHK. s" LFS DRAWING NO.: FL- 8478.1 SHEET 5 or 10 WOOD SCREW ANCHORS SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 52" 2 y 52" 2 2 74 Z 74" 52.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 72" 57.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 70" 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.6 68" 67.0 62.5 58.6 55.2 52.1 49.4 46.9 44.7 42.6 40.8 39.1 37.5 36.1 66" 71.1 66.4 62.2 58.6 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 64" 75.7 70.6 66.2 62.3 58.8 55.7 52.9 50.4 48.1 46.0 44.1 42.3 40.7 62" 80.6 75.2 70.5 66.4 62.7 59.4 56.4 53.7 51.3 49.1 47.0 45.1 43.4 60" 86.1 80.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 52.4 50.2 48.2 46.3 58" 92.1 86.0 80.6 75.9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 56" 98.8 92.2 86.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3 53.2 54" 100.0 99.2 93.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 72.9 69.8 66.8 64.2 61.7 50" 100.0 100.0 100.0 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7 48" 100.0 100.0 100.0 100.0 100.0 99.1 94.2 89.7 85.6 81.9 78.5 75.3 72.4 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.6 93.2 89.2 85.4 82.0 78.9 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 93.4 89.6 86.2 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 94.6 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 GLAZING PRODUCT GLAZING PRODUCT I MULLION SPAN I AAA = 7d" 1 GLAZING PRODUCT CO • •• • • • 3 • • •3 • • • Allt/, • ION SPAN ••• AX. = 74i • • • • • • • °LAZING • • PRODUCT • • • • • • • • • •• GLAZINQ • • • •••• • •••• • •• • • • •••• GLA.7j1IG 1 PRQt L CT ••• • • •• •• • • • W 1 -1h- W2 --{ GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT • • • • • • • • TRIBUTARY WIDTH - W1 + W2 2 W2 INSTRUCTIONS FOR USE OF THE MUI I ION LOAD TABLE' 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 0 0. m 0 0 a m 0 0 DATE 2/ 0/09 scaE N.T.S. DWG. B': DWS CHK. er. LFS DRAWING NO.: FL - 8478.1 SHEET 6 OF 10 0 2009 R.W. BUILDING CONSULTANT. INC. STRUCTURAL BEAM MULLION • • • • • •• • •0 • Ell I IN .^,••• • • N • • •••• • • • •••• ••••vi N Nv O- N • • 1 < f 1 0 CN N t f •••• 5.5" ••• • •• • • • • • • 1.13 • • • • • • • • •••• •A •••• • •• • MULLION ANCHOR BRACKET 2724 MAT'S: 6063 —T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING MULLION ANCHOR BRACKET 50 -2722 MAT'S: 6063 —T6 FOR CONCRETE SCREW ANCHORING Lel N 0 2" 0 7 r -1 " — 2724 MULLION MAT'L: 6063 — T6 2724 BRACKET SHOWN .156" � R.062" (2) R.015" (2) (4) 1/4" x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 #8 X 3/4" SMS ANCHOR THROUGH IX BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 NOTES (6) #10 x 1 -1/2" WOOD SCREWS ANCHOR TO 2X STUD QR TO 2X BUCK USING #10 X 1 -1/2" WOOD SCREWS MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO AC/ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 2X MATERIAL SPRUCE — PINE —FIR SG =0.42 OR BETTER (4) 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 ANCHOR TO MASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS. SEE NOTE 1 MULLION z � W M W CO IO (6) #10 X 3/4" H I 1 1 1 SHEET METAL SCREWS — I It) Ul / TYPICAL 1. CONCRETE SCREWS ARE 1/4" ITW BUILDER #8 X 3/4" SELF MULLION CONCRETE SCREWS REQUIRING A MINIMUM TAPPING SCREW EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". ANCHOR MULLION TO MULLION W w 0 0 0 m 0 O z C/1 0 Et Et DATE 2/ 0/09 SCOF N.T.S. DWG. BY: DWS cHK. BY: LFS DRAWING NO.: FL- 8478.1 SHEET 7 OF 10 z z 0 LI a z IC P 0 /.6 /b 2.25" 2.25" 2.25" --I . 0 0 0 — 0 • • • • • •• • •0 • Ell I IN .^,••• • • N • • •••• • • • •••• ••••vi N Nv O- N • • 1 < f 1 0 CN N t f •••• 5.5" ••• • •• • • • • • • 1.13 • • • • • • • • •••• •A •••• • •• • MULLION ANCHOR BRACKET 2724 MAT'S: 6063 —T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING MULLION ANCHOR BRACKET 50 -2722 MAT'S: 6063 —T6 FOR CONCRETE SCREW ANCHORING Lel N 0 2" 0 7 r -1 " — 2724 MULLION MAT'L: 6063 — T6 2724 BRACKET SHOWN .156" � R.062" (2) R.015" (2) (4) 1/4" x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 #8 X 3/4" SMS ANCHOR THROUGH IX BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 NOTES (6) #10 x 1 -1/2" WOOD SCREWS ANCHOR TO 2X STUD QR TO 2X BUCK USING #10 X 1 -1/2" WOOD SCREWS MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO AC/ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 2X MATERIAL SPRUCE — PINE —FIR SG =0.42 OR BETTER (4) 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 ANCHOR TO MASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS. SEE NOTE 1 MULLION z � W M W CO IO (6) #10 X 3/4" H I 1 1 1 SHEET METAL SCREWS — I It) Ul / TYPICAL 1. CONCRETE SCREWS ARE 1/4" ITW BUILDER #8 X 3/4" SELF MULLION CONCRETE SCREWS REQUIRING A MINIMUM TAPPING SCREW EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". ANCHOR MULLION TO MULLION W w 0 0 0 m 0 O z C/1 0 Et Et DATE 2/ 0/09 SCOF N.T.S. DWG. BY: DWS cHK. BY: LFS DRAWING NO.: FL- 8478.1 SHEET 7 OF 10 z z 0 LI a z IC P 0 GLAZING PRODUCT SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 52" 86.4 80.6 75.6 71.1 67.2 63.7 60.5 57.6 55.0 52.6 50.4 48.4 46.5 88.8 82.9 77.7 73.1 69.1 65.4 62.2 59.2 56.5 54.0 51.8 49.7 47.8 91.3 85.3 79.9 75.2 71.0 67.3 63.9 60.9 58.1 55.6 53.3 51.1 49.2 94.0 87.8 82.3 77.4 73.1 69.3 65.8 62.7 59.8 57.2 54.8 52.6 50.6 96.9 90.4 84.8 79.8 75.3 71.4 67.8 64.6 61.6 59.0 56.5 54.2 52.1 99.9 93.3 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 100.0 96.3 90.2 84.9 80.2 76.0 72.2 68.7 65.6 62.8 60.1 57.7 55.5 100.0 99.5 93.3 87.8 82.9 78.5 74.6 71.0 67.8 64.9 62.2 59.7 57.4 100.0 100.0 96.5 90.8 85.7 81.2 77.2 73.5 70.1 67.1 64.3 61.7 59.3 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 Pi co, 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100:0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN WAY — 7d" GLAZING PRODUCT • co c • • •• • • • • ••• r • • AUt jON SPAN :.•nix. = 74 • " T • • • • • GLAZING • • PRODUCT • • •••• •• • • • • • •• GLAZIN IiRDa • • • •••• a ••• • • • • • PRQf •••1 • • •• • • • GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN MAX. = 74" 11 GLAZING PRODUCT GLAZING PRODUCT • • • • • • • • • TRIBUTARY WIDTH - W1 + W2 2 W2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH - DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL 70 OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 0 0 0 CC m 0 0 0 z to z 0 U) DATE: 2/ 0/09 mgr. N. T.S. DWG. DT: DWS CHIC. BY LFS DRAWING NO.: FL- 8478.1 SHEET 8 OF 1 STRUCTURAL BEAM MULLION PART OR ASSEMBLY: • I , CRAZING • PRODUCT • • • • • • • • • GLAZING NR 09YC•T • • • •••• • •••• • •�� L ••• � •• 0 7�1G, PRQ dITCT ••• •••• • •••• • • • • • b W Hh W2 I GLAZING PRODUCT GLAZING PRODUCT • •• 0 •••• • 3 • • •••• • I ••••6- • • • • • MULIrON SPAN __JJ • • • IANX. = 74'• • + • • • • • MUI SPAN MAX. = 74' GLAZING PRODUCT GLAZING PRODUCT • • • • • • TRIBUTARY WIDTH - W1 + W2 2 W' l W2 �1 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: T 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 7 I t FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY z WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON a. � THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. p • 11 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION < SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW • CONTAINING THE MULLION SPAN AND THE COLUMN 1 CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 0 0. DRAWING NO.: FL- 8478.1 3- m w 0 Z we 2/ 0/09 SCALE. N.T.S. DWG. BY: DWS CHK. BY: LFS SHEET 9 OF 10 z 0 N ce ce 2 5 d z 4 3 m 0 i 3 0 N STRUCTURAL BEAM MULLION PART OR ASSEMBLY: OOD C R E W C H ORS 74" SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TR8BUTARY WIDTH 28" 30" 32" 34" 38" 40" 42" 44" 46" 48" 50" 52" 88.8 82.8 777 73. t;,, 69.0 65.4 62.1 59.2 56.5 54.0 51.8 49.7 478 MULLION SPAN 12" 93.8 87.5 82.0 77.2 72.9 69.1 65.6 62.5 59.7 57.1 54.7 52.5 50.5 70" 99.2 92.6 86.8 81.7 77.1 73.1 69.4 66.1 83.1 60.4 57.8 55.5 53.4 68" 100.0 98.1 92.0 86.6 81.8 77.5 73.6 70.1 66.9 64.0 61.3 58.9 56.6 66" 100.0 100.0 97.6 91.9 86.8 82.2 78.1 74.4 71.0 67.9 65.1 62.5 60.1 64" 100.0 100.0 100.0 97.7 92.3 87.4 83.1 79.1 75.5 72.2 69.2 66.4 63.9 62" 100.0 100.0 100.0 100.0 98.4 93.2 88.5 84.3 80.5 77.0 73.8 70.8 68.1 60" 100.0 100.0 100.0 100.0 100.0 99.5 94.5 90.0 85.9 82.2 78.8 75.6 72.7 58" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 92.0 88.0 84.3 80.9 77.8 56" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.6 94.4 90.4 86.8 83.5 54" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 93.4 89.8 52" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.8 50" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 b W Hh W2 I GLAZING PRODUCT GLAZING PRODUCT • •• 0 •••• • 3 • • •••• • I ••••6- • • • • • MULIrON SPAN __JJ • • • IANX. = 74'• • + • • • • • MUI SPAN MAX. = 74' GLAZING PRODUCT GLAZING PRODUCT • • • • • • TRIBUTARY WIDTH - W1 + W2 2 W' l W2 �1 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: T 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 7 I t FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY z WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON a. � THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. p • 11 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION < SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW • CONTAINING THE MULLION SPAN AND THE COLUMN 1 CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 0 0. DRAWING NO.: FL- 8478.1 3- m w 0 Z we 2/ 0/09 SCALE. N.T.S. DWG. BY: DWS CHK. BY: LFS SHEET 9 OF 10 z 0 N ce ce 2 5 d z 4 3 m 0 i 3 0 N STRUCTURAL BEAM MULLION PART OR ASSEMBLY: r••• illi - • 7 ,07b_ • - T 1-._ 2.25" ■ 2■251 2.25" —{ I I 0 I : ••e • .. Lt4't L____,• I, • I• w9, •O • • • • •• 0 O. 0 •• • •••••• •••• •S • 0 0 0 0 • aD • •••s, • • • ▪ • • • • • N •••• • • •• • • • • •• • • • • • •••• MULLION ANCHOR BRACKET 2728 MATS: 6063 -T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING MULLION ANCHOR BRACKET 50 -2728 MAT'S: 6063 -T6 FOR CONCRETE SCREW ANCHORING e 0 2 .375" -� BASIC MULLION BRACKET ANCHORING 2728 BRACKET SHOWN 1.5615" x.965" - 2.070" 3.250" 2728 MULLION MAT'S: 6063 -T6 (4) 1/4" x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 NOTES .093" MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 8 X 3/4" SMS ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 (10) #12 x 1 -1/2" WOOD SCREWS ANCHOR TO 2X STUD QR TO 2X BUCK USING #12 X 1 -1/2" \ WOOD SCREWS m MULLION (4) 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 2X MATERIAL SPRUCE - PINE -FIR SG =0.42 OR BETTER ANCHOR TO MASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 (10) #10 X 3/4" SHEET METAL SCREWS MULLION 1. CONCRETE SCREWS ARE 1/4" ITW BUILDEX CONCRETE ANCHOR MULLION TO MULLION SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". td- #8 X 3/4" SELF TAPPING SCREW 0 O a 0 z DATE 2/ 0/09 ScALE: N.T.S. DWG. B : DWS CHK. BY: LFS DRAWING ND.: FL- 8478.1 SHEET 10 of 10 STRUCTURAL BEAM MULLION PART OR ASSEMBLY: 7.675"" r - 2.25" —•-t - 2.25" • 2.25" - h 0 0 0 0 • aD • •••s, • • • ▪ • • • • • N •••• • • •• • • • • •• • • • • • •••• MULLION ANCHOR BRACKET 2728 MATS: 6063 -T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING MULLION ANCHOR BRACKET 50 -2728 MAT'S: 6063 -T6 FOR CONCRETE SCREW ANCHORING e 0 2 .375" -� BASIC MULLION BRACKET ANCHORING 2728 BRACKET SHOWN 1.5615" x.965" - 2.070" 3.250" 2728 MULLION MAT'S: 6063 -T6 (4) 1/4" x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 NOTES .093" MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 8 X 3/4" SMS ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 (10) #12 x 1 -1/2" WOOD SCREWS ANCHOR TO 2X STUD QR TO 2X BUCK USING #12 X 1 -1/2" \ WOOD SCREWS m MULLION (4) 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 2X MATERIAL SPRUCE - PINE -FIR SG =0.42 OR BETTER ANCHOR TO MASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 (10) #10 X 3/4" SHEET METAL SCREWS MULLION 1. CONCRETE SCREWS ARE 1/4" ITW BUILDEX CONCRETE ANCHOR MULLION TO MULLION SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". td- #8 X 3/4" SELF TAPPING SCREW 0 O a 0 z DATE 2/ 0/09 ScALE: N.T.S. DWG. B : DWS CHK. BY: LFS DRAWING ND.: FL- 8478.1 SHEET 10 of 10 STRUCTURAL BEAM MULLION PART OR ASSEMBLY: R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O. Boa 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No.: FL 8478.1 RI Date: March 3. 2009 Product Category: Windows Product sub - category: Mullions Product Evaluation Report Product Name: Structural Beam Mullion Series 2723, 2724 and 2728 "Impact" Manufacturer: SilverLine Building Products, Corp. 1 Silverline Dr. North Brunswick, NJ 08902 Phone: 732.435.1000 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilverLine Building Products, Corp. based on Rule Chapter No. 9B- 72.070, Method ld of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No.: FL- 8478.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • PF 1155 Sheet 1 of 3 • • • ••• • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements including the "High Velocity Hurricane Zone ". 2. Wood bucks by others, must be anchored properly to transfer loads to the structure and be reviewed by the building official. 3. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 5. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 6. Site conditions not covered in this evaluation are subject to further engineering analysis by a professional engineer or registered architect. 7. Approved twin units or approved singles can be used in mullion configurations. The vertical and horizontal mullion configurations can be combined to mull multiple single units together. 8. Mullion design pressure rating, see appropriate load rating table sheets as listed in table of contents of drawing FL 8478.1. 9. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown in drawing FL 8478.1. 11. When used in the "High Velocity Hurricane Zone" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 12. When used in areas outside of the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of The Florida Building Code and does not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as Defined in ASTM E1996. 13. Materials, including but not limited to steel screws that come into contact with other dissimilar materials shall meet the requirements of the 2007 Florida Building Code, Section 2003.8. 14. See drawing FL 8478.1 for size limitations and design pressure ratings. •• ••• • • • • • • • • 4,0 000 •• • • • •• • • • • • •• • ••• . 090 • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • •• • • • • • •• • • • • PF 1155 Sheet 2 of 3 • • • • • 000 • • • •:• • • • • • • • • • • • • ••• • • • • • • • • 60 • • • • *0* • • • • • Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 Supporting Documents A. Drawing 1. Drawing No. FL- 8478.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B. Test Report I. Testing per TAS 201 -94, TAS 202 -94 and TAS 203 -94 as performed by Testing Evaluation Laboratories. Inc. and reported in test report number TEL 05- 1014 -1. signed by Wendell W. Haney, P.E. C. Calculations 1. Anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Mullion calculations following accepted engineering practice in accordance with Section 1714.5.5 of the Florida Building Code. D. Other. 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that SilverLine Building Products, Corp. is manufacturing products within a quality assurance program. .• •. • • • • • • • • • • • • • •• ••• •• • • ••. • • • • • • • • • •• • • •• •• • • • • • •• ••• ••• • • • • • • • • • • •• • • • • • • • • • •• • ••• • • • • • • • • • • • •• • • PF 1155 Sheet 3 of 3 • • • • ••• • • ••• • • • • • • • • • • • .•• • • • • • • • • •• •• • ••• • • Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 ESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w / wo Reinforcements T0002 titled i 1 ' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 NO_ 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 Hi ough 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Mi..I. MISSILE IMPACT RATING: Large Missile Impact Lim 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 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, 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 Ihq j it Sitq,at the request o f the Building Official. This NOA consists of this page 1 as :veil as 4vide$cd ste& L - hand approval document mentioned above. The submitted documentation was revieweabyyIshaq 1G Glianda,.P. E. •• ••• •• • • • •• MtAMwADE COUNTY APPROVED • ••• ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • 000 • • • • • • • e • • • • • • • • • • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • 000 • • • 000 • • NOA No. 09- 0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0002, titled "Series 770 Alum SGD -LMI ", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL -5993, FTL -6036, FTL -6001, FTL -6014, FTL -6015, FTL -6017, FTL -6023, FTL - 6024, FTL -6025, FTL -6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08- 19 -09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. 2. Glazing complies with ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012, 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours, for "DuPont Butacite ® PVB ", expiring on 12/11/2010 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08- 19 -08, signed by Robert J. Amoroso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by BCCO. • • ••• • • • • • •• • • 1st L4 • • • ••• • • • • • • • • ••• ••• ••• • .•• • • • • • • • • • • • • • • • • • • • • • • • Expiration Date: February 17, 2015 • • • • • • • •. • • • • • • • • • Approval Date: February 17, 2010 E -1 ••• • • • • •4• • • • • • 0 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Ishaq I. Chanda, P.E. Product Control Examiner GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOO 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPON G3 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. UM 1" LAMINATED I.G. 3/16' T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 G6 - 1" LAMINATED I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 G5A - 1" LAMINATED I.G. 114" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 G6A - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THI WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUIL 4. SHUTTERS ARE NOT REQUIRED. 5 SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT 6. REFERENCES: TEST �9Et1, 1TL -5993, FTL -6001, FTL -6014, FTL -6015, FTL -6017, FTL -6022, FTL -6023 ELCO TEXTRON QA: 07- 0425.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTIO !.•PN,S tODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF 8. MOST VtRIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLO 9. OONFIGURATIO1N61eSEE OP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SH A. 9.L.O.WIDTH = .A.NEI -7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25" 'NgTOS PTRTAINIiN TOP CHORAGE DETAILS ON SHTS. 13 -15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY AP SCREWS OR 1/4" EL 1! S4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDG 2.1812 f/ C)013 APPtIQikjIVIS USE 1112 STEEL SCREWS (05). 1/4" ELCO SS4 CRETE -FLEX MAY B 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONA DEPICTED AS 2?RRE•I•P2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE QR$IQN AND IN$TTtf{=IQN IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF R 4. FOR AT•TACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 SAAI.L BE OF A TO P RR ROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SH SHEET4IETAL SCREWS 4/ITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE C • R EQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL 1S TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SIL SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN T HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge Distance Requirements ) Rend By SMC Roved*: SMC Dram Br: SMC Date Date: 01/05/10 Date: 11/18109 Deb: 08/05/07 0.059 e Revh/ane: 8 Revb/ana A Deed04 By PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS oars: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. am - 1520 NOKOMIS, FL 94274 R T BUTACITE PVB 16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 16" HS GLASS WITH AN .090 SGP INTERLAYER. 16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 16" HS GLASS WITH AN .090 SGP INTERLAYER. 300. S PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT DING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. SEALANT. , FTL -6024, FTL -6025, FTL -6028, FTL -6031, FTL -6033 AND FTL -6036, DATED 8/7/09. N AND ADM -2005 ALUMINUM DESIGN MANUAL THE FLORIDA BUILDING CODE. 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). RIDA BUILDING CODE, AS APPUCABLE. EETS 2 -4). PROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE E DISTANCE AND SUBSTRATE REQUIREMENTS. E USED INSTEAD OF #12 SCREWS (PAN HEAD). L IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK ECORD. T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER OWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 RITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE ON- SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) L THAT 15 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO HE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY Concrete Strength Requirements Type Elco Ultracon Elco Crete,Flex 894 Die. 1/4" fc' 2700 psi 3500 psi 3350 psi 9116" 1/4" Definitions: Emb. = Embedment Ed = Edge Distance Min, = Mlnlmum CONCRETE SCREWS STRENGTHS: Fy MIN =135 KS1 FU MIN. = 177101 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Strength Requirements Ungrounted CMU Grouted CMU ASTM C -90 ASTM G90 with grout conforming to Sections 2105.2.2.1.2 and R609 of the FBC. GENERAL NOTES AND MAP 7,- SERIES 770 ALUMINUM SGD - LMI 9er/eaalW4 soon NTS PRFPARFn BY' FTC LLC Wood Screws(Head, SIII & Jambs) In, Type 812 Wood Screw Elco Crete -Flex SS4 Mln. Emb. 1 3/8" 1 308" Min. Ed UNLESS OTHERWISE NOTED sae: B NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2 -4 GLAZING DETAILS 5 -6 ANCHORAGE 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS 15 -16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22 -23 Approved us cumpbning %141h the Florida Betriiro5 Code Mod Bride Product Oetdrei Robert J. Amoruso, P.E. PE 949752 17955 PH 32141W -17RR FAX 121- ;811 -1 /eq 90,4: Weee Ma 1 a 23 PGT0002 535 N COIISWFI I ST. STF C75 ROCK( Head and Sill Jambs Concrete Lin Grouted CMU Grouted CMU Type DM. Min. Emb. MM. Ed MM. Emb. Min. Ed Min. Emb. Min. Ed Elco Ultmcon 114" 1 3/8 2 1M 1 1/4 2 1/2 1 3/4 2 1/2 6/18" 1 3/4 1 1/4 1 114 1 9/18 1 3/4 2 112 Elco Crete -Flex 894 1/4" 1 3/4 2 1/2 1 1/4 2 1/2 Not Recommended GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOO 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPON G3 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. UM 1" LAMINATED I.G. 3/16' T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 G6 - 1" LAMINATED I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 G5A - 1" LAMINATED I.G. 114" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 G6A - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THI WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUIL 4. SHUTTERS ARE NOT REQUIRED. 5 SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT 6. REFERENCES: TEST �9Et1, 1TL -5993, FTL -6001, FTL -6014, FTL -6015, FTL -6017, FTL -6022, FTL -6023 ELCO TEXTRON QA: 07- 0425.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTIO !.•PN,S tODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF 8. MOST VtRIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLO 9. OONFIGURATIO1N61eSEE OP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SH A. 9.L.O.WIDTH = .A.NEI -7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25" 'NgTOS PTRTAINIiN TOP CHORAGE DETAILS ON SHTS. 13 -15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY AP SCREWS OR 1/4" EL 1! S4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDG 2.1812 f/ C)013 APPtIQikjIVIS USE 1112 STEEL SCREWS (05). 1/4" ELCO SS4 CRETE -FLEX MAY B 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONA DEPICTED AS 2?RRE•I•P2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE QR$IQN AND IN$TTtf{=IQN IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF R 4. FOR AT•TACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 SAAI.L BE OF A TO P RR ROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SH SHEET4IETAL SCREWS 4/ITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE C • R EQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL 1S TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SIL SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN T HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge Distance Requirements ) Rend By SMC Roved*: SMC Dram Br: SMC Date Date: 01/05/10 Date: 11/18109 Deb: 08/05/07 0.059 e Revh/ane: 8 Revb/ana A Deed04 By PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS oars: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. am - 1520 NOKOMIS, FL 94274 R T BUTACITE PVB 16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 16" HS GLASS WITH AN .090 SGP INTERLAYER. 16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 16" HS GLASS WITH AN .090 SGP INTERLAYER. 300. S PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT DING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. SEALANT. , FTL -6024, FTL -6025, FTL -6028, FTL -6031, FTL -6033 AND FTL -6036, DATED 8/7/09. N AND ADM -2005 ALUMINUM DESIGN MANUAL THE FLORIDA BUILDING CODE. 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). RIDA BUILDING CODE, AS APPUCABLE. EETS 2 -4). PROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE E DISTANCE AND SUBSTRATE REQUIREMENTS. E USED INSTEAD OF #12 SCREWS (PAN HEAD). L IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK ECORD. T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER OWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 RITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE ON- SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) L THAT 15 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO HE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY Concrete Strength Requirements Type Elco Ultracon Elco Crete,Flex 894 Die. 1/4" fc' 2700 psi 3500 psi 3350 psi 9116" 1/4" Definitions: Emb. = Embedment Ed = Edge Distance Min, = Mlnlmum CONCRETE SCREWS STRENGTHS: Fy MIN =135 KS1 FU MIN. = 177101 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Strength Requirements Ungrounted CMU Grouted CMU ASTM C -90 ASTM G90 with grout conforming to Sections 2105.2.2.1.2 and R609 of the FBC. GENERAL NOTES AND MAP 7,- SERIES 770 ALUMINUM SGD - LMI 9er/eaalW4 soon NTS PRFPARFn BY' FTC LLC Wood Screws(Head, SIII & Jambs) In, Type 812 Wood Screw Elco Crete -Flex SS4 Mln. Emb. 1 3/8" 1 308" Min. Ed UNLESS OTHERWISE NOTED sae: B NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2 -4 GLAZING DETAILS 5 -6 ANCHORAGE 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS 15 -16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22 -23 Approved us cumpbning %141h the Florida Betriiro5 Code Mod Bride Product Oetdrei Robert J. Amoruso, P.E. PE 949752 17955 PH 32141W -17RR FAX 121- ;811 -1 /eq 90,4: Weee Ma 1 a 23 PGT0002 535 N COIISWFI I ST. STF C75 ROCK( P44006 (Anchor Tenho) P-Hook Mounting Adapter (Anchor Shear) Con rate Grouted CMU Concrete Grouted CMU Type Dla. Min. Emb. MM. Ed Min. Emb. Min. Ed Mln, Emb. Min. Ed Min. Emb. Min. Ed Elco Ultracon 1/4" 1 3/4 2 1/2 1 3/4 2 1/2 1 3/4 2 1/2 1 3/4 1 1/4 Elco Crete -Flex 594 114" 1 3/4 2 1/2 Not Recommended 1 3/4 2 1/2 Not Recommended GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOO 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPON G3 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. UM 1" LAMINATED I.G. 3/16' T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 G6 - 1" LAMINATED I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 G5A - 1" LAMINATED I.G. 114" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 G6A - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THI WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUIL 4. SHUTTERS ARE NOT REQUIRED. 5 SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT 6. REFERENCES: TEST �9Et1, 1TL -5993, FTL -6001, FTL -6014, FTL -6015, FTL -6017, FTL -6022, FTL -6023 ELCO TEXTRON QA: 07- 0425.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTIO !.•PN,S tODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF 8. MOST VtRIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLO 9. OONFIGURATIO1N61eSEE OP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SH A. 9.L.O.WIDTH = .A.NEI -7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25" 'NgTOS PTRTAINIiN TOP CHORAGE DETAILS ON SHTS. 13 -15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY AP SCREWS OR 1/4" EL 1! S4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDG 2.1812 f/ C)013 APPtIQikjIVIS USE 1112 STEEL SCREWS (05). 1/4" ELCO SS4 CRETE -FLEX MAY B 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONA DEPICTED AS 2?RRE•I•P2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE QR$IQN AND IN$TTtf{=IQN IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF R 4. FOR AT•TACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063 SAAI.L BE OF A TO P RR ROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SH SHEET4IETAL SCREWS 4/ITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE C • R EQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL 1S TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SIL SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN T HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge Distance Requirements ) Rend By SMC Roved*: SMC Dram Br: SMC Date Date: 01/05/10 Date: 11/18109 Deb: 08/05/07 0.059 e Revh/ane: 8 Revb/ana A Deed04 By PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS oars: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. am - 1520 NOKOMIS, FL 94274 R T BUTACITE PVB 16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 16" HS GLASS WITH AN .090 SGP INTERLAYER. 16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 16" HS GLASS WITH AN .090 SGP INTERLAYER. 300. S PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT DING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. SEALANT. , FTL -6024, FTL -6025, FTL -6028, FTL -6031, FTL -6033 AND FTL -6036, DATED 8/7/09. N AND ADM -2005 ALUMINUM DESIGN MANUAL THE FLORIDA BUILDING CODE. 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). RIDA BUILDING CODE, AS APPUCABLE. EETS 2 -4). PROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE E DISTANCE AND SUBSTRATE REQUIREMENTS. E USED INSTEAD OF #12 SCREWS (PAN HEAD). L IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK ECORD. T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER OWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 RITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE ON- SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) L THAT 15 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO HE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY Concrete Strength Requirements Type Elco Ultracon Elco Crete,Flex 894 Die. 1/4" fc' 2700 psi 3500 psi 3350 psi 9116" 1/4" Definitions: Emb. = Embedment Ed = Edge Distance Min, = Mlnlmum CONCRETE SCREWS STRENGTHS: Fy MIN =135 KS1 FU MIN. = 177101 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Strength Requirements Ungrounted CMU Grouted CMU ASTM C -90 ASTM G90 with grout conforming to Sections 2105.2.2.1.2 and R609 of the FBC. GENERAL NOTES AND MAP 7,- SERIES 770 ALUMINUM SGD - LMI 9er/eaalW4 soon NTS PRFPARFn BY' FTC LLC Wood Screws(Head, SIII & Jambs) In, Type 812 Wood Screw Elco Crete -Flex SS4 Mln. Emb. 1 3/8" 1 308" Min. Ed UNLESS OTHERWISE NOTED sae: B NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2 -4 GLAZING DETAILS 5 -6 ANCHORAGE 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS 15 -16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22 -23 Approved us cumpbning %141h the Florida Betriiro5 Code Mod Bride Product Oetdrei Robert J. Amoruso, P.E. PE 949752 17955 PH 32141W -17RR FAX 121- ;811 -1 /eq 90,4: Weee Ma 1 a 23 PGT0002 535 N COIISWFI I ST. STF C75 ROCK( .. • • • • • •• • 4* DP •TAB SHTS. 7-9 Revd 6y. Rased 914 SMC 58.4 904 SMC OrewM•y. SMC Leto 11/18/09 08/05/09 04.44 oafs 01/06/10 Revle•ne; B A Checked BY• SEE D.P. TABLE, SHTS. 7 -9 OxxO, xxxO, Oxxx, xxxX, XXXXp POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. Re•Pgr PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS We: 1070 TECHNOLOQYDRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 CORNER, TYP. >nb: Somankft• 8wb: SOD770 NTS SERIES 770 ALUM. SGD — LMI of 23 PRFPARPC BY: FTC J.1 C N CCRSWFI POCKET, TYP. �peA' QUALIFIED CONFIGURATIONS Cn Na e1 trt411 • C/k mu Robert J. Amofuso, P.E. PGT0002 B PE449752 S i RTE C79, ROCK! 711 ;F 71 A9955 PH' 121- 890.1735 FAX 371 -699 -1759 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 • • ... • • • • SEE DP TABLE SHTS. 7 -9 xx SEE D.P. TABLE, SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 oxo, oxx, xxo, xxx OXXp XXX •••• • • ••1MY • • • SHTS.7 -9 SHTS. 7-9 no ♦� © ♦o TO W =E iP TS - v dada . AI d ` : +o &iirich r -- r y Ti ♦ Vit �♦>� WOLF AM nii TO VIP DA 1 6Fo •••• • • ••1MY • • • SHTS.7 -9 ao ♦� = E 3LE TS. -9 I _ . _ s r -- r y L� j �♦>� I ic�in Li 1 ©♦© oil Wall, IV IV VI,01 SEE 90° CORNER' EXAMPLE AND POCKET • 5405 NOTp005HEET 2 • •• • •••• • • SI C TAI SH 7 OXXXXO, XXXXX, QXXXXX, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS Revd By: Rend ay: SMC Rend By: SMC Wan By: SMC • • 097 Deh: 01/05/10 Data: 11/16109 Oak •••• 00019,0 R■■ne: B PER MIAMI DADE COMMENTS PER MIAMI.DADE COMMENTS are Re■■■ A Checked By EE D.P. TABLE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 seaweed. sw•: 500770 NTS PRFPAR RY• Tr. ■■■■0: QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI 3 s 515 N r:ORCWFI 006900. PGTOOD2 RT STF 1`25, Rlr:KLF11 B F 51 Appmed Be emptying wilts lh0 Model 19o1.dlsg Code D 4 417 a NOASS Miami Dodo yl • Mtamlletlo pvdBC1 Co Robert J. Amoroso, P.E. PE #49752 52059 11-1 371 -550 -1709 FAX 521- 540.1705 • • • • • • •••• • • •• • • • • • • • TAI SH EE D.P. TA OXXXO, XXXXO, OXXXX, XXXXX, XXXXXp •' ' • • • SHTS. 7 -9 Amax SHTS. 7-8 r art t • EE P BLE 1 9 ! a ♦ A AEI re ft ®fk7 1 lP 3LE TS. -9 •• • • r-- Via' 00 ;4'D f r -- f r vow, riL1 Y Imo; ♦a. W NP fGl1�L! + � o M aria © o ;o yawn imam war invorh f. •' ' • • • SHTS. 7 -9 Amax s. sr. A r V ♦ t • EE P BLE 1 9 ! a 1---- r-- Via' 00 m ♦o AT vow, Imo; ♦a. W NP Tina. f •.• SEE 90° CX3F2tI ;R EXAMPLE AND POCKET DOQR NOTT,Qp SHEET 2 • • • .••. • •.•• • • • 0.0400• D.1: 'erod By: Deb: R.vieb0.: SW 01/06/10 B Rev.dey: 3MC Drawn 69 SMC • XXXXXXXp SI C TAI S Deb: 11118/09 Deb: 08/05/09 R.vbbne: 0.4.hne A ClH.k.d BA oxxxxxxo, xxxxxxxo, oxxxxxxx, xxxxxxxx, XXXXXXXXp PER MIAMI DARE COMMENTS PER MAW DADE COMMENTS Deb: EE D.P. TABLE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1629 NOKOMIS, FL 34274 D..elye.e: QUALIFIED CONFIGURATIONS s./w4adn: 500770 Scair NTS PRFP 114Y; ♦s li: 1 I O • Shia 4 a 23 ass SERIES 770 ALUM. SGD - !M! 00 PGT0002 I TF. l'20. Rf1CKI -1) :F 1 Approved Be colttplytng with the Floridp rduldhgCede D 17. 1014 NOAH VI - P U&& 40 MUm! Dade ProdattCg9ttel Br 0y9gq SK ! `e � t t ; pME q 4' ,o��Q •\ ENSE 0 •,, • (111,70 k 1 TE OF w • < OR193'.. �� , ss ,, t �4 , Robert J. Am ot0e0, P.E. PE 049752 9 55 PH: 371 -091l-1790 FAX 321 - 1090 -1789 APPROVED CONFIGURATIONS: • • • • • • • • • • • c TAI SH • • • EE D P TABLE oxxxxxo, xxxxxxo, oxxxxxx, xxxxxxx, 1 • .• • •• •• • • • • • • • ••• • • • • •••• • EkiEIRIel• 1/4" HS GLASS •••• .090 DBPVB •••• • •• 1 /4 "HSGLASS • • • • • 9/16" NOM. • • • • Mve16y Roved t7• Rowdily. SMC Doren np SMC N te; Dale: RevIneen Dab: 11/18/09 Dab: 08/05/09 Revblww: A cnac*.dor 9/16" LAMINATED GLASS TYPES G3A PER MIAMI DADE COMMENTS Nfc 3/4" NOM. GLASS BITE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. SDX 1529 NOKOMIS, FL 34274 EXTERIOR 1/4" HS GLASS .090 SGP 1/4" HS GLASS 9/16" NOM. 0 NI Ilk 3/4" NOM. G ITE m 9/16" LAMINATED GLASS TYPES G4A GLAZING DETAILS Me: SERIES 770 ALUMINUM SGD - LMI s«aear"de SOD770 NTS IRFPARED BY: TC 11 4 5 e' 23 535 N 44t:SWF1 Dmx4eRe. For POT0002 A ST STE G25 Rik :KI FD Approvod or complying with the Flort4 Bottling Code Date 8 RR 1 } 00 NOA11 off-0 4 '4 Moroi Mid, Product Ca ttd '' j.MES 49 * 1 1. * 3 TE OF :mow oS e ONAq ` �p�� Robert 4. Am orus o, P.E. PE 049752 92955. PH+ 371 -694 -1790 FAX 121. 5511.1706 •••• • • •••• • • • EXTERIOR 3/16" HS GLASS .090 DBPVB 3/16" HS GLASS 7/16" NOM. • •• • • • • • • 746" LAMINATED GLASS TYPES G3 3/4" NOM. GLASS BITE EXTERIOR 3/16" HS GLASS .090 SGP 3/16" HS GLASS 7/16" NOM. MIN 0 7/16" LAMINATED GLASS TYPES G4 3/4" NOM. GLASS BITE • •• • •• •• • • • • •• • • •••• • •••• • • •••• • • Rand ey. Rand By Rand By, SMC dawn By SMC • •••• • • • ba c bete• 11/18/09 Date: 08/05/09 • • • • t :TT VO R ReW/oae: Revisions: R.W1du• A Gloated By RJA 3/16" HS GLASS .090 DBPVB • • • 3/16" HS GLASS • • • • 5/16" AIR SPACE 1/4" T GLASS 1" NOM. m 1 1.11! ' � 3 / 4 " NOM. G ITES J TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A PER MIAMI DADE COMMENTS EXTERIOR 3/16" HS GLASS .090 SGP 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS 1" NOM. 1 BI TE 3/4" NOM. GLASS V 0 TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6A 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 94274 GLAZING DETAILS 17 SERIES 770 ALUMINUM SGD — LMI SorlaNalst 800770 PRFPARFII BY 0 NTS m oat• 6 " 23 FRF N. nOCASWFI B m, POT0002 R." A ST. STF (20 RQOKI FM iF Fl Approval as complying with Vito Florid Rrddiag Cods Date una r 2oap NOM -0 s Moral p r9dnet Can r 6y i lna.5 i • ( b h ice• .,��. E N v ! , * m : 497 f ` \ O U TE OF . Jr��i f ,, C4 O Cr 2 S S�OIVA� ���•�� Robert J. Amoruso, P.E. PE 549752 92455 PH 921.890 -17RR FAY121 - FQO - 1789 EXTERIOR • • 3/16" HS GLASS .090 DBPVB 3/16" HS GLASS 3/8" AIR SPACE —.- 3/16" T GLASS --- 1" NOM. •••• • •••• 7RUSEA: D URA. E SPACER • • 1" LAMINATED I.G. TYPES G5 • • 3/4" NOM. GLASS BITE EXTERIOR 3/16" HS GLASS .090 SGP 3/16" HS GLASS — 3/8" AIR SPACE —► 3116" T GLASS 1 "NOM. I ' III v, 1 0: /� 3/C4, �ITEs 0 TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL TABLET. > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR QTY. PER PANEL H & S, > JAMB ANCHOR QTY. >RHOOK ANCHOR QTY. Anchor Types: .TRACON (FORMERLY TAPCON j 7E-FLEX ON SCREW (G5) " SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. HEIGHT UNIT HEIGHT 80 J a^ 90 96 NOM. PANEL WIDTH FRAME SIDE ONOO - Z'L 3 -GONG 2,4 -WOOD ONOO - Z'l ONOO OOOM - b 'Z ONOO - ZL ONOO £ 2, 4 - WOOD 1, 2 - CONC 1 , ,) ONOO - E 2,4 -WOOD i .A.'S: TYPE - 3, 3A 5, 5A +60 -60.0 '--r93 -60,0 +60 -60.0 +60 -60.0 I • • • tit • g 5L5ii d H &S C4 +1 C4 +1 C4 +2 C4 +1I C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 : 44E • 10 10 10 10 10 10 10 10 10 10 10 10 P -H0014' 5 5 5 5 5 5 5 5 5 5 5 5 1 ;5/Mg 1 ;5kMg TYPE - 3, iA 5, 5A • +60 -60.0 +60 -60.0 +60 -60.0 +60 -60,0 • 30 •• • • 1 • • • • a C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 f{ C4 +1 I! C4 +2 t JAMB 10 10 10 10 10 10 10 10 10 10 10 10 -k RAVI 5 5 5 5 .5 .5 5 5 5 5 5 5 �r *LAS* TeYPE - 3, 314, 916 • +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 • • • 6O • • • sloyouv •48.61* C4 +1 C4 +1 C4+2 C4+1 C4 +1 C4 +2 04 +1 C4 +1 C4 +2 C4 +1 C44-1 C4 +2 • JAItB • . • • 10 10 10 10 " 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 'i 5 5 5 5 5 5 5 6 GL SS TYPE - 3, • 5 : • +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 •••• ••s sioyoi • •It&6• • C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 04 +1 C4 +2 • JAW. 10 10 10 10 10 10 10 10 10 10 10 10 •P -NOOK' • 5 5 5 5 5 5 6 6 6 6 6 6 44 %4,7PE - 3, 3A, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 • • 48 sJoyouy H &S C4 +1 04 +1 C4 +2 C4 +1 04 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 6 6 6 6 6 6 7 7 7 TABLE 1A. SILL HT. VS POS. DP SILL RISE ( +) DESIGN HEIGHT LOAD FLUSH 1 -1/2" WA LOW 2 -1/2" + 46.67 PSF + 60.0 PSF HIGH 4" + 60.0 PSF SEE NOTES 1 -3 . POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 /4 SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3. 4 ", 3 1/4" AND 2 1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 0 = EXAMPLE ON SHEET 10 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" EXT. 90° OUTSIDE CORNER 90 INSIDE CORNER OH HEIGHT STANDARD ASTRAGAL STANDARD STILES ▪ OH LENGTH I OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 O • OR GREATER SEE NOTE 3 : :( ? � `cEMSF O • d' �� a No ; 9752 * • Approved no complying MO No Fiot4dn Buyding Moe 7•66 w+ - 1 lore NOAH b -b 2, •/O Miami e lhOdaet Ceiitta0 B 1. b e l4Qc/ I. (1!1A Rowel e7: Raga,: SMC Roved By: SMC Dew Dal.: 01/05/10 Dew: 11/1&V9 Revision.: RaMN.aa: B Rowwae: A Dawn By. Defeo [.'MAWS!` Meat SMC 08/05/09 PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34270 DPANDANCHORAGE me SERIES 770 ALUMINUM SGD - LMI :104:71 :i4s1: 374: 101111hlibYrilMeteItirWleRIMMe1 sY1.7:ieW4114 IN•010414t.78711ceiM ntett:19yd;8YSE:FIrSFFtb eea.l.set saw: shoot eMMn. Na soD770 NTS 7 23 PGT0002 Row icy OR ,p f ;: O• . ONA 4 E Robert J. Amoroso, P.E PE 549752 TABLE 2A SILL HT. VS POS. DP SLL RISE ( +) DESIGN HEIGHT LOAD FLUSH - 1 -1/2" WA LOW - 2 -1/2" +4687 PSF MED - 3-1/4' + 60.0 PSF HIGH -4" + 60.0 PSF SEE NOTES 1 -3 04. 7/18" LA MINA TED GLASS • (3/18" H.S. / SGP/3116 H.S.) G4A - 9/16* IAMNATED GLASS - (1/4' H.S. / SGP/ 1/4" H.5.) G8 - 7/18" LAMNATED I.G.U. - (3118" TEM'. / AIR / 3/16' HS. / SGP/ 3/16' H.S.) GSA - 7/16' LA MATED LG.U. - (1/4" TEM'. / AIR / 3/18" H.S. / SGP/ 3/16' HS.) 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1/4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3. 2 1/2 ", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Revad9+ SMC Roved BP SMO Drawn By: SMC DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - HEAVY DUTYBTILE - STANDARD ASTRAGAL >I-EAD& SILL (1488) INTERLOCK &STRA GM' & CORNER ASTRAGAL CLUSTER PLUS R•0ERMOYATE AWHORO1Y. PER PANEL H55, >JAM3AN710RQTY. +pFpOKANQ-IOR QTY. Oro: Dab: 01/0500 D.b 11/16119 0.le 08/05/09 93.68*. Reviews: B Revxxns: A Checked By. PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS oat: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. B0)1 1520 NOKOM /S, FL 34274 O = EXAMPLE ON SHEET 10 Anchor Types: 1) '1 /4" ELOO LL'1RACGN (FORMERLY TAFCON 2) • 1 /4 "SS4CRETGFLEX 3) •5/16" U IRACON 4) '/112 STEEL SCREW (G5) • SEE ANCHORAGE NOTES 1 & 2 ON SI-EET 1. 3- ,..lHet 800770 sax: NTS OH HEIGHT O 1 1 .0 SEE NOTE 3 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI Meet 8 e' TABLE 2. r OH LENGTH •-I OVERHANG OH LENGTH OH HEIGHT q..yNo PGT0002 EQUAL TO 1 OR GREATER STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90 INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" Approved es complying with do Fbei4p Bppidi +q Code Ido 4p(L AR I NOAB Mud D ide t•toe7 qNd B 15+4 ! k....1- Robert J. Arnoruso, P.E. PE #49752 UNIT HEIGHT 80 I 84 1 90 96 102 106 114 1 120 NOM. PANEL WIDTH FRAME SIDE ONOO ONOO -£ ONOO - Z'L ONOO-E GC OM $'z NOO ONOO - E OOOM - 4'Z 1,2 -CONC h ONOO - E OOClM 'Z ONOO ONOO OCOM -4'Z ONOO ONOO-£ OOOM - 9'2 ONOO-Z'L ONOO - E OOCM 9'Z ONOO-Z't I ONOO - £ I OOOM -> Z GLASS TYPE - 4, 4A, 6, 6A 80.0 -60.0 60.0 -60.0 80.0 - 60.0 60.0 - 80.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 60.0 24 s.oyary H &S 04 +1 C4 +1 C6 +2 C4 +1 04 +1 C6 +2 C4 +1 C4 +1 C8 +2 C4 +1 04 +1 C8 +2 C4 +1 04 +1 C8 +2 C4 +1 C4 +1 C8 +2 C4+1 C4 +1 C8 +2 C4 +1 C4 +1 06 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 8 8 6 8 6 6 6 8 6 6 6 6 • t dASS - 4, 4A, 6, 6A 60,0 -60.0 80.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -80.0 60.0 - 60.0 60.0 -60.0 • • • • 30 • B •&S 1 84+1104+1 C6+2 10 C4 +1 1 C4 +1 10 10 1 06 +2 10 C4 +1 10 04 +1 rC6 +2 10 I 10 04 +1 10 04 +1 10 C6 +2 10 04 +1 12 C4 +1 106 +2 I 12 12 C4 +1 12 C4 +1 C6 +2 12 I 12 C4 +1 12 C4 +1 12 C6 +2 12 04 +1 12 C4 +1 12 06 +2 12 a41I 1S 10 P -HOOK 5 5 5 5 5 5 5 I 5 5 5 5 5 8 1 6 1 6 6 6 6 6 8 I 8 6 I 6 I 6 :TL 3E - 4, 4A, 41, 6A 660 -80.0 60.0 -60,0 60.0 -60.0 60.0 -60.0 60.0 -60.0 80.0 -60.0 60.0 -80.0 80.0 -60.0 • 36 • • • . d C401104/ 08 +2 04 +1 08 + C4+11 C4 +1 04 +11 C4+1106+2 C4+11 04+1 C6 +2 04 +1 +1 C6 +2 04 +1 C4 +1 +2 C4 +1 04 +1106 +2 12 12 7 7 J}' • "ia 115 1 04+11 10 10 10 IC6+2 10 10 10 10 10 10 12 12 12 I 12 12 104 12 i 12 12 12 108 ( 12 1 P -H 40 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 7 7 7 7 I • GLASI6 T1 FE - 4, 4A, 8p6A ' 60.0 -60.0 60.0 -80.0 60.0 - 60.0 80.0 -60.0 80.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 • • • • 42 • sloyouy R&S' * Cart C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4+1 C6 +2 04 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C8 +2 C4+ 1 04 +1 C8 +2 C4 +1 C4 +1 06 +2 1 P NOOK 50 5 5 5 5 5 6 6 6 6 6 8 6 6 7 7 7 7 7 7 8 8 8 8 @LASS TYPE - 4, 4A 6, 6% • ' •0.0 - 60.0 80.0 -60.0 800 -60.0 80.0 - 60.0 60.0 60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 • 48 •••• Igg 8 J�0 04 +1 06 +2 04 +1 04 +1 08 +2 04 +1 04 +1 08 +2 04 +1 04 +1 06 +2 04 +1 04 +1 06 +2 04 +1 04 +1 06 +2 04 +1 04 +1 06 +2 04 +1 04 +1 06 +2 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P- 11L-J/R B•S• 5 5 6 6 6 6 6 6 7 7 7 7 7 7 8 8 8 8 8 8 9 9 9 •40.6 . 1 .. - 4, 4A, 6.8A , &0.0 60.0 60.0 - 60.0 60.0 - 60.0 60.0 - 60.0 PANELS OVER 48" WIDE NOT AVAILABLE OVER 96 " HIGH 54 • • • }2t .7 10.0 • 041* C4 +2 C5 +2 C4 +2 C4 +2 05 +2 C4 +2 C4 +2 C5 +2 C4 +2 04 +2 C5 +2 JAM% 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 6 6 6 6 6 6 7 7 7 7 GLASS TYPE - 4,4A8, 6A 60.0 -60.0 60.0 -60.0 60.0 -60.0 -60.0 H&S C9 +2 04 +2 06 +2 C4 +2 C4 +2 05 +2 04 +2 04 +2 05 +: ) C4 +2 4:10 C5 +2 60 JAMB 10 10 10 10 10 10 10 10 10 • 10 10 P -HOOK 6 6 6 6 6 6 7 7 7 7 7 8 04. 7/18" LA MINA TED GLASS • (3/18" H.S. / SGP/3116 H.S.) G4A - 9/16* IAMNATED GLASS - (1/4' H.S. / SGP/ 1/4" H.5.) G8 - 7/18" LAMNATED I.G.U. - (3118" TEM'. / AIR / 3/16' HS. / SGP/ 3/16' H.S.) GSA - 7/16' LA MATED LG.U. - (1/4" TEM'. / AIR / 3/18" H.S. / SGP/ 3/16' HS.) 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1/4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3. 2 1/2 ", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Revad9+ SMC Roved BP SMO Drawn By: SMC DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - HEAVY DUTYBTILE - STANDARD ASTRAGAL >I-EAD& SILL (1488) INTERLOCK &STRA GM' & CORNER ASTRAGAL CLUSTER PLUS R•0ERMOYATE AWHORO1Y. PER PANEL H55, >JAM3AN710RQTY. +pFpOKANQ-IOR QTY. Oro: Dab: 01/0500 D.b 11/16119 0.le 08/05/09 93.68*. Reviews: B Revxxns: A Checked By. PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS oat: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. B0)1 1520 NOKOM /S, FL 34274 O = EXAMPLE ON SHEET 10 Anchor Types: 1) '1 /4" ELOO LL'1RACGN (FORMERLY TAFCON 2) • 1 /4 "SS4CRETGFLEX 3) •5/16" U IRACON 4) '/112 STEEL SCREW (G5) • SEE ANCHORAGE NOTES 1 & 2 ON SI-EET 1. 3- ,..lHet 800770 sax: NTS OH HEIGHT O 1 1 .0 SEE NOTE 3 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI Meet 8 e' TABLE 2. r OH LENGTH •-I OVERHANG OH LENGTH OH HEIGHT q..yNo PGT0002 EQUAL TO 1 OR GREATER STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90 INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" Approved es complying with do Fbei4p Bppidi +q Code Ido 4p(L AR I NOAB Mud D ide t•toe7 qNd B 15+4 ! k....1- Robert J. Arnoruso, P.E. PE #49752 DESIGN PRESSURE AND ANCHORAGE -UN- REINFORCED -HEAVY DUTY STILE - HEAVYDUTYASTRAGAL TABLE3. > FEAD & SILL (H&S) INTERLOCK, > JAM ANCHOR (ITV >P-HOOK G6A ..._ .....--_..EDI.G.U. STRAIGHT& CORNER A STRA GA L CLLSTER PLUS INTERNE:DA TE A NCHOR QTY. PER PANEL I-1& S. ANCHOR QTY. Anchor Types: LITRACON (FORMERLY TAPCON) CRETE-KB( tACON ( /4 ._-.. /AIR /3/1. H.S.,..,.., ...,,., H..-.) 4) ,.,..STEEL SCREW (G5) ' SE ANCFIORAGE NOTES 1 & 2 ON SFETT 1. UNITHEIGHT 80 84 90 96 NOM. PANEL WIDTH FRAME SIDE 1, 2- CONC ON0O OOOM-4`Z ON00 -Z `4 ONOO-£ 000M ONOO - Z'4 3 - CON C 000M I [ NOO - Z ° 4 ONOO 000M-4 Z K3I*SS TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 • • • • 244 •••• 144S 06 +2 06 +2 06 +2 C6 +2 C6 +2 06 +2 C6 +2 C6 +2 06 +2 C8 +2 06 +2 06 +2 • JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P - HOOK 5 5 5 6 5 5 5 5 6 6 6 6 GLAS TYPE -;, 44 6, 61 90.0 -90.0 90.0 -90.0 90.0 -90,0 90.0 -90.0 • V • • • t Mt 06 +2 06 +2 06 +2 06 +2 06 +2 C6 +2 06 +2 C6 +2 06 +2 06 +2 06 +2 06 +2 •J4/14 10 10 10 10 10 10 10 10 10 10 10 10 rIIQQK 6 6 6 6 6 6 6 6 7 7 7 7 GLASS TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 80.0 -90.0 90.0 -90.0 • ••• 36 • SibtplAi - ra% C6 +2 C6 +2 C6 +2 C6 +2 06 +2 C6 +2 06 +2 C6 +2 C6 +2 C6 +2 06 +2 C6 +2 , •.3%.10 10 10 10 10 10 10 10 10 10 10 10 10 F '-)dQQK 6 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE- 4 4 4/�►66A 90.0 -90.0 80.0 -90.0 90.0 -90.0 90.0 -90.0 • ••1 42 • SJON W 1 H &S C6 +2 06 +2 C6 +2 C6 +2 C6 +2 C6 +2 06 +2 C6 +2 06 +2 C6 +2 06 +2 C6 +2 • fpnkt 10 10 10 10 10 ID 10 10 10 10 10 10 1 P -HOOK 7 ( 7 7 7 7 8 8 8 8 9 9 9 GCPPt TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 48 IS1°ywvl H &S C6 +2 C6+2 C6 +2 C6 +2 C6 +2 C6 +2 06 +2 C6 +2 C6 +2 C6 +2 06 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 8 8 8 8 9 9 9 10 10 10 TABLE 3A. SILL HT. VS POS. DP SILL FIISE ( +) DESIGN I-EIGHT LOAD FLUSH - 1 -1/2" N/A LOW - 2 -1/2" + 46.67 PSF NED - 3-1/4" + 60.0 PSF HIGH - 4" + 90.0 PSF SEE NOTES 1 -3 • • • • • • • • 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3. 2 1/2 ", 3 1/4 ", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Br SMC Rewd57c SMC Dom PER MIAMI DADE COMMENTS Drown e7 Dele: SMC 08/05/09 R.w ene: Rewmaw: S Re PER MIAMI DADE COMMENTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS, FL 94274 EXT. 90 OUTSIDE CORNER DP AND ANCHORAGE HEAVY DUTY ASTRAGAL HEAVY DUTY STILES 90 INSIDE CORNER E OH HEIGHT 0! O 0 SEE NOTE 3 SERIES 770 ALUMINUM SGD - LMI 51Mv1We,E etak: D/ew1NN°. S007T0 NTS 9 w 23 PGT0002 OH LENGTH --{ OVERHANG OH LENGTH OH HEIGHT DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" EQUAL TO 1 OR GREATER B Approved es ernapipios with 81• Florida Bolding Cad• ra l f - Mlem BY 1. (.f - hK-�� Robert J. Amoroso, P.E. PE 849762 ( JAI ®. x x MAX. N = FRAME ANCHORS • = P -HOOK ANCHORS MAX. x 14 . K % % % R 6 "M. 10" • • • • • ® 10" MAX. MAX. — 3" 3" 21 MAX. } 6" MI %N Y h - „ 24" MAX. O.C. f 8" MAX.. TYP. _ ........... .... ... • • • ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)114" ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4" ELCO SS4 CRETE -FLEX 3)5/16" ULTRACON 4) #12 STEEL SCREW (05) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 -3 SHTS. 7 -9: • • •• • •• • HEAD & SILL • ••• • • ••� lam •" 24" woo O.C. 1 EXTERIOR • • • • • • • ••. 111 t €? LS, SHT. 11 •••• • • • •• • •ii•i • 3.5" TYP. 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7 -9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 ° CORNER ON SHT. 11-12. JAMBS & P- HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7 -9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14 -15. "ANCHORS PER PANEL" ARE 8" MAX, THOSE AT THE HEAD AND SILL 8" MAX. BETWEEN CLUSTERS OR THOSE � TYP BETWEEN A CLUSTER AND A ' ' Ir ' FRAME JAMB OR P -HOOK. 2.04" I 3,5 j EXAMPLE OXX ANCHORAGE PLAN: VP. • • (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE • • • SEE CLUSTER (7) P -HOOK � • o ANCHORS • INTERLOCK CENTERLINE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT. 12 SEE NOTE BELOW •u , 14" 0 INTERLOCK CENTERLINE SEE CLUSTER DET., SHT. 11 ASTRAGAL CENTERLINE SEE CLUSTER DETAILS, SHT. 11 8" MAX. 3.5" 3.5" 24" MAX. O.C. C4 +2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL EXTERIOR C4 +2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER `DETAIL BELOW 2 C4 2 C4 2 C4 2 NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P -HOOK ANCHORS .C. EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER 0.C. SPACING 1111 I I _II 3.5" 2.04" TYPICAL JAMB CLUSTER FOR DETAILS M N,0 PO &R I 4.051" 1 MIN. O.C. ADPr•eod ®••mpgpagwhit N• P! 1, . 6Cods Date 4 r or NOAN0 Mlim Dade Praoigf IL DIvi DO Dv ` �cwC f • 41 4 , -A- Render Rand By: SMC Oslo: Dab: 01/05/10 Rend Br I SMC Doter 11/15/09 Revisions: Re Heron.: Rav Mons: A Orcwn Er Wb: CMe Deb: SMC 08/05!09 RJ Ckd By. PER MIAMI CADE COMMENTS PER MIAMI DADE COMMENTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1525 50570M1S, FL 34274 00pilow ANCHORAGE SPACING & EXAMPLE PLANS n•: SERIES 770 ALUMINUM SGD - LMI serowwoaw So.* SGD770 NTS L. IIL' Spew: 10 w 23 F:4R N 07 McMp No, Rev PGT0002 8 4L. S1h 1:39, HnnKI E Fl ';; +• STATE OF .. .41/ 4 ,F 4 LQR1Q p . � ° Robert J. Amoroso. P.E. PE F49162 7955 PH' 71 -640 •1781 FAX 3213610-1789 r INT. L ASTRAGAL OR 1 INTERLOCK I CENTERLINE 2 -TRACK ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 • •FA3TRANE • • IATERLOcis CENTERLII • • I• • • —�.i• •�••• • , ei 3.5 • 4 _ • t- TRACK, A GAL / INTERLOCK • ANSISORKIIIISTER - C4 • •••• • • •••• • •• • • • • • • • • rA-STRAGAEM INTERLOCK CENTERLINE Rend ay: Oafs: Rma4 ay: $M0 Dmxn by.' SMC ab: 11/15/09 08/05/09 R.ubbna: Revhbne: Revlebne: A GNeelkMey: 1 INT. 1 INT. L 4 TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 r INT. 3.5 L 4.051 2- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 rA - N RAGGAL aR INTERLOCK CENTERLINE rA'S7RAGA INTERLOCK CENTERLINE PER MIAMI DADE COMMENTS Dab: ASTRAGAL OR r — INTERLOCK CENTERLINE 2.040 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 1 INT. 2.040 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX1 NOKOMIS, FL 34274 L 1 INT. INT. 2- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 rA SiRAGAC aR INTERLOCK CENTERLINE 7 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 rASTRAUCaT� INTERLOC CENTERLIN ASTRAGAL OR 1 INTERLOCK 1 CENTERLINE I 1.75 2.040 4-TRACK, ASTRAGAL /INTERLOCK 4-TRACK, ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C5 ANCHOR CLUSTER - C6 mean ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI 800770 ewe: NTS NOTE: INT. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, ALL DIMENSIONS 3.5 SHOWN ARE IN INCHES. 2.04 PGT0002 n 11 a 23 Aer A A9Pnerad as eompgtag Oh So MetidJ1 atdfog Coda b a m lf. dot - ow crrn Dl ea B NOAH Ming t ote iiii ,ta,, t•• 4'4 04./ O E NS,; ". 6, p� N 4975'. C o n I E d o . p� a ,�� '1 W IIS% Robert J. Amoroso, P.E. PE 849752 c , . •••• • • •••• • • •• • • • • • • • • • • • • • •• • •• •• • • • • • • •• • • •••• • • •••• • • •. • • • • •••• • •• • • • • • • • • 2.04 EXT. I 3.889 35 J __ 2 TRACK, 90 IN CORNER SHOWN, 2- TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C6 USED FOR C5 AND C6 2- TRACK, 90° OUTSIDE CORNER SHOWN, 2- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 11" I "I --� 2.04 INT. \ 3.889 EXT. 3.5 3- TRACK, 90° OUTSIDE CORNER SHOWN, 3- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) C-6 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS ei1T 9 M - T'7r. EXT. i i 4- TRACK, 90 INSIDE CORNER SHOWN, 4- TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C -8 ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. Approved N cg4pbdnawith f40 Iorid guiding Date .tbR.R4RY 1.7. 2070 NORM Miami Rend By; RegABg 5910 Rand By 9MC awn By: SMC Dare: 01AM/10 11/10/09 ° 08 105/09 ReNtlenw� B PER MIAMI DADE COMMENTS A Checked By. PER MIAMI DADE COMMENTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SRee/Ilodt SGD770 Bub: NTS ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI 12 of 23 • OrwinoNa PGT0002 Row < Robert J. Amoruso, P.E. 1" MIN. E.D. TYP. EXT. 1/4" MAX. SHIM SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) IS • • • • • • • • • •E 1 • 2 1/16" 0.C., TYP. CONCRETE Re BF Sy. SMC Roved By: SMC 091., Dantr ON SMC 08/05/09 1" MIN. E.D. TYP. EXT. 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A, 2-TRACK FRAME HEAD WOOD INSTALLATION 01/05/10 ERR 11/18/09 1" MIN I 2 106" • *CP orYP • • TYP. 2x WOOD BUCK DETAIL E, 2 EavIE SILL TYP., WOOD INSTALLATION SEE ANCHOR NOTE 3, SHT. 1 • • teeePRETE ANCHOR TYP., SEE ANeHOR W-dNOCHOR NOTE 1, SHT. 1 i Nttg g :HT. 1 • • • • (1/4" MAX.) • • • • • • • • • • • . • • • • IWJFIFJ EXT, 2 1/16 0.C., TYP, CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J, 4-TRACK FRAME HEAD CONCRETE INSTALLATION _j#14 • • • r , 3 nmagtigglelEgk Revision: A C � y DETAIL H, 3-TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT. 1 PER MIAMI DADE COMMFNTS PER MIAMI DADE COMMENTS 1291.: 2 1/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) 1 3/8" MIN. EXT. DETAIL 8, 3-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1" MIN 2 1/16" E.D., 0.C., TYP. TYP. DETAIL F, 3-TRACK FRAME SILL WOOD INSTALLATION ONCRETE SEE CHART SHT. 1 SEE CHART, SHT. 1 SEE CHART SHT. 1 1070 TECHNOLOGY 121?NE NOKOMIS, FL 34276 NOKOMIS, FL 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) EXT. EXT. 1/4" MAX. SHIM 2 1/16" O.C., TYP. 800770 2 1/16" O.C., TYP. SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) SEE CHART, SHT. 1 2 1/16" O.C. TYP. • • . DETAIL C, 2-TRACK FRAME HEAD 2x WOOD BUCK TYP CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT. 1 1/4" MAX. SHIM EXT. ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL G 2-TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN E.D., TYP. M I N I M MPI)1111 ICINTITTWF WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL 1, 4-TRACK FRAME HEAD WOOD INSTALLATION 2 1/16' 0.C., TYP. 1" MIN E.D., DETAIL K, 4-TRACK FRAME SILL TYP. WOOD INSTALLATION ANCHORAGE DETAILS Mts. NTS SEE CHART SHT. 1 SERIES 770 ALUMINUM SGD - LMI &met Orsulop 13 23 PGT0002 ONCRETE \\I DETAIL D, 3-TRACK FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 1 3/8" MINI. ONCRETE SEE CHART SHT. 1 WOOD ANCHOR TYP SEE ANCHOR NOTE 2, SHT. 1 SEE CHART, SHT. 1 2 1/16" O.C. TYP SEE CHART SHT. 1 Approval 98 981310910919 898 North Bolding Code �It4M,M31 IZ 20/0 NOM! - • Vilood Dido DIviqkoa TT CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 2 1/16" O.C., TYP. SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) EXT. 1 3/8" MIN. 1/4" MAX. SHIM EXT. WOOD ANCHOR T/P ,�,,,, 9 , E .�� E ,, • NO 2, • • • •• • • • • • 2 1/56* O.C., TYP. •••• • • 03E4 M, 4- T1RACI4RRAME JAMB • WOOD fftlrALLAVON 141b151tNOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS SEE CHART, SHT 1 DETAIL L, 4 -TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN. 2.693" MIN WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR 1" MIN. TYP., SEE �� 1 3/8" M IN. ANCHOR 114" MAX. SHIM I I NOTE 1, EXT. IIIIU SHT. 1 I�1111 _I-11b • EXT. DETAIL S, P -HOOK WOOD INSTALLATION 1" MIN. 2 1/16" O.C., TYP. 1 3/8" MIN. DETAIL N, 2 -TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING 1 3/8" MIN. ONCRETE 1/4" MAX. SHIM SEE CHART EXT. SHT. 1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2 1/16" O.C., TYP. DETAIL 0, 4 -TRACK FRAME JAMB CONCRETE INSTALLATION 2 1/16" O.C., TYP. 1/4" MAX. SHIM DETAIL Q, 3 -TRACK FRAME JAMB WOOD INSTALLATION 1 3/4" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, 1 1 14" MIN. E.D. TYP, SEE CHART SHT. 1 1" MIN. ASONRY 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 DETAIL T, P -HOOK CONCRETE INSTALLATION SEE CHART SHT. 1 1/4" MAX. SHIM —� CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE CHART, SHT. 1 EXT. 2.693" MIN. e . : •. I � 21/16" O.C., TYP. EXT. DETAIL P, 2 -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART SHT. 1 SEE CHART SHT. 1 1/4" MAX. SHIM EXT. CONCRETE � ANCHOR 1 �� TYP., SEE li/f,e; �, 7 NOTE 1, SHT. 1 1 2 1/16" ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, f 3.5" TYPICAL JAMB CLUSTER FOR DETAILS M, N, O, P, 0 & SEE CHART SHT. 1 O.C., TYP. ASONRY DETAIL R, 3 -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS MASONRY (GROUTED (GROUTED BLOCK ONLY) * Approved >Y coo:Ades N41h dtb F10d49 BpW{ug Code Dee NORM &fiend Dark g \C S ‘ , l.-G.a en.Sc• �4 ,,�v,: tt 3ANKS 6 �� *.∎ . � ' No 49752 e 5063848/: 5.63.87 SMC Raved BF SMC oreeeey: SMC 0818: Dere: 01/71/10 Dee,: 11118/09 Deie� 08/05/09 Revisions: Re4aevr: S Revkrone: A Checked By. PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS ogirk 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE DETAILS ns: SERIES 770 ALUMINUM SGD - LMI BeralBlodet SO13770 Ware: NTS Wwr. 14 w 23 D,"wm R". 8•. PGT0002 B t)I 1 " * CC:i 44 44 4 44 44 44 44 44 4 44 444 44 4 44 4 44 P.E. PE 949752 PRFPARFf1 RY P 11 535 N. QQ(;SWFII ST STF C29 R0790 FT(I1F Fl 02065 PH 321.680.1766 FAX 321 -13A41 019 • • • • • • • • • • • • • • •••••• • • •••• • • •••• • • • •• • • • • • •• • _ •••• ••••G71 - _ jar Tr-- • I - -v -• t, • - a e s • o PANE. • 44 eRANEL 11 TYPE • u •••41 , ••M�• •oSE • • I u • •l • • i • I II • u •• •1 III • o 1 0 III n II u 1 1 1 B 1 II 1 II I � Road 07: Data: Rend By: S MC Rowse By SMC Pram, 9y: SMC P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS • Oslo 01/05/10 Dab: 11/10/00 08/05/09 • •• • • • • • • • • • •• •• • • Rarklane: Reviews: S Ravlrtona: A CnackW ey. 1" MIN. 2.693" MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION i F lo: ��I�� T s WOOD ANCHOR 7 i SEE ANCHOR NOTE 2, SHT. 1. !I �, h� ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" WOOD FRAMING 1 3/8" MIN. 1 3/4" MIN. PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS DETAIL 'V', SHT. 18, ANCHORAGE DETAILS 'A' & 'C', SHT. 13 A-DETAIL 'U', SHT. 18, ANCHORAGE DETAILS 'E' &'G', SHT. 13 XX -90° CORNER —XX (2 TRACK INSIDE 90° CORNER) INT. "SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM FL 34274 • _y 2.693" MIN. DETAIL NN, P -HOOK FOR BOX RISER CONCRETE INSTALLATION ( DETAIL 'EE., SHT. 19, ANCHORAGE DETAILS 'N' & 'P', SHT. 14 EXT. DETAIL 'BB', SHT. 19 DETAIL 'KK', SHT. 20 HORIZONTAL SECTION B -B SEE CHART, SHT ONCRETE / MASONRY GROUTED BLOCK ONLY) SEE CHART, SHT. 1 SEE ANCHOR OTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, #10 X 1.50" PH SMS PANEL CORNER DETAIL #8 X 1.00" PH SMS (OPTIONAL) FRAME CORNER DETAIL Axdplbn ANCHORAGE DETAILS / EXAMPLE ELEVATION Rye: SERIES 770 ALUMINUM SGD — LMI ;10=g :140:V JON I 144, 11J IBN 'I4 411 21.{ 111 40 1 : R0:1 E2 UllE / /::111WMAPiewpSYL:4� SGD770 Sesie NTS 15 23 PGT0002 App d mmp 5thB 8180148 Maid* da Buldhsg Code pore orad ( 11 Sao MIom11'fade tOI* `.... 4.t , ,,,0 NA4 E P `� ,, Robart J. Amoruso, P.E. PO 849752 PANEL TYPE 0 PANEL TYPE 'L' , a PANEL TYPE PANEL TYPE SEE NOTE 3 MA SE DI TAM PANEL TYPE 'M' / / * X PANEL TYPE 'F' / / * X PANEL TYPE K' SEE NOTE a X ••• • • • • • • • DETAII:Y•G, Ij. 19 1 DETAIL 'BB', SHT. 19 • DETAI L DD', SHT. 19, ▪ • DETAIL 'AA', SHT. 19� ( ANCHORAGE t1tt1fLStY ANCHORAGE DETAILS 'S' & T, • 4 $4,1%, SHT 14 SHT. 14, 'MM' & 'NN', SHT. 15 • • ■••• •• •• • MAX. HT. SEE DP TABLES • •• • • • DETAIL 'X' SHT. 18, ANCHORAGE DETAILS '8' & '13', SHT. 13 • PANEL TYPE 0 PANEL TYPE SEE NOTE 3 a X PANEL TYPE 'M' PANEL TYPE POCKET UNDER SEPARATE APPROVAL OXXXp (3 TRACK RIGHT POCKET) DETAIL 'W', SHT. 18, " EXAMPLE ANCHORAGE DETAILS 'F' &'H', SHT. 13 Rem dBy, Rend By: SMC Rend By SMC Drawn By: SMC • • • •OEE FRAME & • PANEL CORIKR• 9 XX (2 TRACK) •CONSTRUCT10Dl• • DETAILS SHT. 15_ _ EXAMPLE 0110: bate, 01/05/10 Devi: 11/16/09 Dew 08/03/09 Revisions, Revisions: S Rev1Nans.' A Chedetl MAX. HT. SEE DP TABLES DETAIL 'U', SHT. 18, ANCHORAGE DETAILS 'E' &'G', SHT. 13 PER ML4MI DADE COMMENTS PER MIAMI DADE COMMENTS Dee & ' C ' , 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 MAX. HT. SEE DP TABLES XX -90° CORNER -XX (2 TRACK DRA DE SHT. 'E , ANCHORA 90 °OUTSIDE CORNER) - EXAMPLE & G SHT. 13 DETAIL 'BB', SHT. 19 - DETAIL'HH', SHT. 19, ANCHORAGE DETAILS 'M' & '0', SHT. 14 XXXX (4 TRACK BY -PASS) EXAMPLE 1 DETAIL 'Z', SHT.18, ANCHORAGE DETAILS '1' &'J, SHT. 3 E .ES DETAIL'Y', SHT. 8,-" ANCHORAGE DETAILS 'K' SHT. 13 &'L', SHT. 14 Dr pde: EXAMPLE ELEVATIONS 18 SERIES 770 ALUMINUM SGD - LMI 04.004, : aisle: 500770 NTS .neet 16 a 23 10011990 R: PGT0002 8 DETAIL V', SHT. 18, ANCHORAGE DETAILS 'A' &'C, SHT. 13 'v DETAIL'EE', SHT. 19, ANCHORAGE DETAILS 'N' &'P', SHT. 14 DETAIL 'BB', SHT. 19 DETAIL 'JJ', SHT. 20 INT. EXT. HORIZONTAL SECTION A -A Approval es ao•plyleg with ths Fi Data din Code I 10e° NOA Nola Oi ,' DY 1 Robert J. Amoruso, P.E. PE #49752 DETAIL 'CC', SHT. 19- ./ DETAIL 'BB', SHT. 19 tDETAIL'FF', SHT. 19, `�/ DETAIL 'EE', SHT. 19, XDETAIL'V', SHT. 18, ANCHORAGE DETAIL 'N' & ANCHORAGE 'P', SHT. 14 ANCHORAGE DETAILS 'N' DETAILS 'A' &'P', SHT. 14 NOTES: 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18 -20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. MA SE DI TAM PANEL TYPE 'M' / / * X PANEL TYPE 'F' / / * X PANEL TYPE K' SEE NOTE a X PANEL TYPE -► X ••• • • • • • • • DETAII:Y•G, Ij. 19 1 DETAIL 'BB', SHT. 19 • DETAI L DD', SHT. 19, ▪ • DETAIL 'AA', SHT. 19� ( ANCHORAGE t1tt1fLStY ANCHORAGE DETAILS 'S' & T, • 4 $4,1%, SHT 14 SHT. 14, 'MM' & 'NN', SHT. 15 • • ■••• •• •• • MAX. HT. SEE DP TABLES • •• • • • DETAIL 'X' SHT. 18, ANCHORAGE DETAILS '8' & '13', SHT. 13 • PANEL TYPE 0 PANEL TYPE SEE NOTE 3 a X PANEL TYPE 'M' PANEL TYPE POCKET UNDER SEPARATE APPROVAL OXXXp (3 TRACK RIGHT POCKET) DETAIL 'W', SHT. 18, " EXAMPLE ANCHORAGE DETAILS 'F' &'H', SHT. 13 Rem dBy, Rend By: SMC Rend By SMC Drawn By: SMC • • • •OEE FRAME & • PANEL CORIKR• 9 XX (2 TRACK) •CONSTRUCT10Dl• • DETAILS SHT. 15_ _ EXAMPLE 0110: bate, 01/05/10 Devi: 11/16/09 Dew 08/03/09 Revisions, Revisions: S Rev1Nans.' A Chedetl MAX. HT. SEE DP TABLES DETAIL 'U', SHT. 18, ANCHORAGE DETAILS 'E' &'G', SHT. 13 PER ML4MI DADE COMMENTS PER MIAMI DADE COMMENTS Dee & ' C ' , 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 MAX. HT. SEE DP TABLES XX -90° CORNER -XX (2 TRACK DRA DE SHT. 'E , ANCHORA 90 °OUTSIDE CORNER) - EXAMPLE & G SHT. 13 DETAIL 'BB', SHT. 19 - DETAIL'HH', SHT. 19, ANCHORAGE DETAILS 'M' & '0', SHT. 14 XXXX (4 TRACK BY -PASS) EXAMPLE 1 DETAIL 'Z', SHT.18, ANCHORAGE DETAILS '1' &'J, SHT. 3 E .ES DETAIL'Y', SHT. 8,-" ANCHORAGE DETAILS 'K' SHT. 13 &'L', SHT. 14 Dr pde: EXAMPLE ELEVATIONS 18 SERIES 770 ALUMINUM SGD - LMI 04.004, : aisle: 500770 NTS .neet 16 a 23 10011990 R: PGT0002 8 DETAIL V', SHT. 18, ANCHORAGE DETAILS 'A' &'C, SHT. 13 'v DETAIL'EE', SHT. 19, ANCHORAGE DETAILS 'N' &'P', SHT. 14 DETAIL 'BB', SHT. 19 DETAIL 'JJ', SHT. 20 INT. EXT. HORIZONTAL SECTION A -A Approval es ao•plyleg with ths Fi Data din Code I 10e° NOA Nola Oi ,' DY 1 Robert J. Amoruso, P.E. PE #49752 DETAIL 'CC', SHT. 19- ./ DETAIL 'BB', SHT. 19 tDETAIL'FF', SHT. 19, `�/ DETAIL 'EE', SHT. 19, XDETAIL'V', SHT. 18, ANCHORAGE DETAIL 'N' & ANCHORAGE 'P', SHT. 14 ANCHORAGE DETAILS 'N' DETAILS 'A' &'P', SHT. 14 NOTES: 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18 -20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. PANEL LETTER PANEL LETTER p SINGLE FIXED J (BOX IN) ASTRAGAL NOTE: 1. SEE DP TABLES FOR PANEL WIDTH & « INTERLOCK LOCKSTILE LOCKSTILE IN R FIXED SINGLE M SINGLE APPLICABLE ASTRAGAL & INTERLOCKS. 4 INTERIOR . LOCKSTILE INTERLOCK L OCKSTILE LL� INTERLOCK T AS (BOxo&n CS OUT L� LOCKSTILE RECE INTERLOCK T ASTRAGAL (BOX IN) FIXED SC SINGLE CORNER IN LOCKSTILE INTERLOCK ' Mg RECEIVER 1 � � FIXED QS ASTRAGAL LOCKSTILE OUT CORNER SINGLE (ALL PANEL TYPES) 0 . EXTERIOR LOCKSTILE INTERLOCK S (BOX IN) FIXED ASTRAGAL SQ V( SINGLE CORNER LOCKSTILE �� IN INTERLOCK r LOCKSTILE L SINGLE S (BOX OUT) ASTRAGAL AS CORNER ! SINGLE INTERLOCK OUT Y. ... y RECEIVER INTERLOCK LR A STRAGAL SINGLE SA SINGLE ~ OUT 71% INTERLOCK CORNER t 4�'s RECEIVER N Ieoxour/ ASTRAGAL • m SINGLE L Cl CORNER SINGLE eta M ► i� INTERLOCK LOCKSTILE INTERLOCK • • • Y • (BOX&) SINGLE i ASTRAGAL IC SINGLE CORNER INTERLOCK • '�� IN 11 _ INTERLOCK LOCKSTILE • • • • •••• • • SINGLE SINGLE CF CORNER (,�,., FIXED d14TERLOCK INTERLOCK RECEIVER .{ -+.L -h Cr LOCKSTILE • • • F • i/NOLi F�j mai • N/f1EWBOCK cal INTERLOCK LOC STILE CORNER RECEIVER �i • • •(�• • • pp • M15RL4CK f INTERLOCK IN S TE IIV R O L LE Ccz LOCKSTILE Approved es ooruplyfa(! with IGa aiding date W f 20Ap� • • • • • • •••• • 31NGtt RR �` !A}E•LtCK LOCKSTILE FIXED SINGLE L OCKSTILE INTERLOCK • I 1 • • •RV • (BOXO.O • 44H41- P LOCKSTILE ND /1 Mud YD Ada� / � // a f m.... I """�"'''R ��ps • . • L.A. ••tA", . • .9StRAO;L LOCKSTILE IN f � A SINGLE INTERLOCK l '' r a' LOCKSTILE `�••� / ,,' �� • wo • I ,. OS �� v \ I *_ ' 1 �, !E O . 4 ' /` I • /V • P . \' ,r .. ; : C? � O ,7'ONA, , Robert J. Amoruso, P.E, PE #49752 D LOCKSTILE SINGLE INTERLOCK (BOX OM LOCKSTILE ASTRACi41. OUT Rend fly: oero, Remrwe:. PANEL TYPES Revd By: DBB. R°Nebns: 1070 TECHNOLOGY NOKOMIS, FL 94278 P.O. BOX 1529 NOKOMIS, FL 34274 IL,,....., �•.- SERIES 770 ALUMINUM SGD - LMI Retied BY: SMC BeG• 11/1B 11/18/09 RsualdR; A PER MGM DADECOMMENTS b, By SMC Dar.: 08/05/08 ChedndBr< RJA OKe: ® ree+ a e�o0& 8v6' aneai 500770 NTS 17 • 23 MwLpR°. PGT0002 R°.: A PHFPAHFf1 PY 01 C, I I S: 153b N CO/SWH 1 HI RTE 1:75 ROCKI Fn ,F FL 92955 PH 321 4404788. FAX 321-1391) TM Re BA FI)D PANEL •SHOWN •••• Dec • Rend By Deb: SMC 01/09/10 Rowdily: DOA SMC 11 /18,09 Omen Br ab: SMC 08/05/09 EXT. EXT. • P R6 Wbn. B Re mnm A Dneal.4ey, RJA DETAIL 'U' Date: SILL RISERS OPTIONS FLUSH BOX SILL RISER FLUSH FLAT SILL RISER PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS FIXED PANEL SHOWN EXT. EXT. LOW BOX SILL RISER MEDIUM BOX SILL RISER DETAIL 'X' DETAIL 'W' LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXT. EXT. FIXED PANEL SHOWN • OF :O'. . SERIES 770 ALUMINUM SGD - LMI °�� .Ss; ; o N A 9 EN EXT. HIGH BOX SILL RISER EXT. DETAIL 7' DETAIL 'Y' VERTICAL SECTION DETAILS DETAIL 'LL' SCREEN AT HEAD • EXTERIOR INTERIOR* (ALL VERT. SECTIONS) DETAIL 'MM' SCREEN AT SILL Approved as e•w►$ylog with thii Bidding Cede Date 4LRNA1% 42,1010 NOAN M I c Ra inml a 1vt (74n s.,M.4le So SM. Onwe Ra Be E. Robert J. Amoroso. P. 300770 NTS f8 a 23 PGT0002 B PE 949762 •••• • • •••• • •• • • • • • • • • • • • • • • •• • •• • •• • •• • • • •• • • • DETAIL 'BB' • •••• • • •••• DETAIL' EE RevedB De* Rrv4bn.: R.v.4 kw Deb: R.40ne: 9MC 01/08/10 B PER MIAMI DADE COMMENTS Rend Br Mee Revffone: 9MC 11/16/09 A PER MIAMI DADE COMMENTS Omen By. Deb: awaked BY 0114: SMC 08/03/09 RAJ 60 OR 6 v_..J AT MIDSPAN DETAIL 'DD' (FIXED PANEL) 4 INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR *ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1 -3, SHTS. 7 -9 FOR DP (PSF) ASSOCIATED WITH STILE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34279 P,O. BOX 1529 NOKOMIS, FL 34274 0 60 OR 61 AT MIDSPAN DETAIL .GO. (FIXED PANEL) HORIZONTAL SECTION DETAILS B.e SERIES 770 ALUMINUM SGD - LMI eert.vafodek S00770 NTS PRI PARFf1 HY FTC 11 C Sheet 19 ' 23 5.15 N CQf;RWI - I DETAIL 'NN' SCREEN AT JAMB daring AU PGT0002 Ben. 8 Approved as complyl6g with the nom . Deriding Code Batt Ogs / ?.ZOIP NOAHips Miami OP t pp Coi8M Dy I C(tc1 \ • L1 1,1 6t- C75 RC1:K1 F DiF Fl 9'14 PH 9'f1 /1,40.17AP FAX1'1 -B ff -1'Pg DETAIL 'CC' STANDARD ASTRAGAL AND STILES DETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES AT MIDSPAN DETAI.L'FF' (FIXED PANEL) DETAIL'HH' DETAIL 'II' Row( R.wdB$ Real SMC Drava Br: SMC EXTERIOR ••• • • • •• DETAIL 'JJ' DETAIL 'KK' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) dh: die: 11/1609 dl.: 08/05/09 R.vlebn> R.wsbns: Revisions: A meow ex RJA •• PE RAISIN I DADE COMMENTS Mew INTERIOR 1070 TECHNOLOOYDRIVE NOKOMIS, FL 34276 P,O. BOX 1629 NOKOMIS, FL 34274 EXTERIOR HORIZONTAL SECTION DETAILS, CORNERS IRe SERIES 770 ALUMINUM SGD - LMI ese Nataer. 500770 Salk NTS 20 a 23 anft Maw PQT0002 A Hate NO MOW P'... a ..., N at 4 L � I . C nJ_ tal INTERIOR ITEM PGT Dvrg. # PGT. # Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. - THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71605 1 1/2" X 1" X3/4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER - ASSY. 73 8153 781539 TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W /LONG TRIM PLATE 76 71032X1FPFX #10- 32X1" FL. SS SCREW W7 TYPE "7" TIP 77 7103239 10-32 STEEL ZINC U -NUT 78 17358 617358 3/16 & 1/4 OGEE BEAD HORIZONTAL 79 17357 617357 1" IG BEAD HORIZONTAL 80 17359 617359 7/16 BEAD HORIZONTAL 81 17360 617360 9/16 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 1/2 "X1 /16" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8186 78186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP - 8' LONG 106 17352 617352 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 109 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X3/4" PH. PN. TEK - S.S. 112 1235 67516 WSTP, .270X.170 -FIN SEAL 113 1712 64058 .187 X.230 FINSEAL 114 710X115P PX #10X 1 172" 115 710�PT #10X 1" 116 720X1X #14 -20 X1 ST. STL. 117 720X112X #14 -20 X1.5" ST. STL. 118 17336 617336 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 6117338 INSIDE CORNER ASTRAGAL 210 GLASS LAMINATED IG 3/16T - 7/16 LAMINATED HT -HT PVB 211 GLASS LAMINATED IG 1/47- 7/16 LAMINATED HT -HT PVB 212 GLASS LAMINATED IG 3f16T -7/16 LAMINATED HT -HT SGP 213 GLASS LAMINATED IG 1/4T- 786 LAMINATED HT-HT SGP • • •3 • 4 48 d3 • .5; 52 53 55 202 203 204 205 ITEM 1 2 3 4 5 8 9 10 11 12 13 14 17 18 9 20 21 22 23 24 5 26 27 2 5 6 PGT D.vg • 7306 17303 17309 17312 17314 7317 17304 1730 7307 17310 17313 7315 7316 17305 7302 17308 731 17322 17319 7321 17318 7355 17354 17320 17323 17333 7070 7334 • • 17335 • 617.345 P -HOOK COVER 30 17348 • 517348• POCKET DOOR P -HOOK FOR BOX RISER • i NTj PARTS Ndt SHOWN IN DRAWING) B 40 •4319 • 612258e SCREEN SIDE RAIL LOCKSTILE •8152 4317 4i66 •4318 • �4/ X668 688 4344 •50• • 17349 '1662 1694 1725 1726 Rav8191: Deb: Rave By Dale: 8MC 01/05/10 08,d9 Defe.' 8MC 11/18/09 Dnam8y: Dec SMC 08/06/09 • 612256 7SRAX STANDARD ROLLER - ST. STL. •-•4e�3 -f-• SCREEN ASTRAGAL • •60/04 " 5 • 0X0 SCREEN ASTRAGAL ADAPTER ▪ 6182 SCREEN SPUNE -.165 • 66694 • SCREEN SPLINE 50 Revtalomr ReVeane: B Rae/YOna: A POT. 617306 617303 617309 3 -TRACK HEAD 617312 4 -TRACK HEAD 617314 FRAME SCREW COVER 617304 2 -TRACK SIL 617301 2 -TRACK SILL WITH SCREEN RAIL 617307 3 -TRACK SILL 81731 4 -TRACK SILL 617313 FRAME SILL TRACK INSERT 617315 FRAME SILL SCREEN ADD-ON 617316 617305 2 -TRACK JAMB 617332 2 -TRACK JAMB WITH SCREEN RAIL 617308 617311 4 -TRACK JAMB 617322 SILL RISER - 0 617319 SILL RISER - 0 HOLLOW 617321 SILL RISER - LOW FLAT 917318 SILL RISER - LOW HOLLOW 617355 SILL RISER - MED FLAT 517354 SILL RISER - MED HOLLOW 817320 SILL RISER - HIGH HOLLOW 617323 SILL RISER - HIGH FLAT 617333 POCKET DOOR P -HOOK 67070 NEOPRENE BULB WSTP FOR P -HOOK 617334 POCKET DOOR P -HOOK MOUNT 41816 SCREEN KEEPER SPACER SET 612,51 — SCREEN BOTTOM RAIL •76F)t4 STANDARD ROLLER 8A816C20• SCREEN CLOTH GLASS GLASS GLASS GLASS 2 -TRACK HEAD 17317 FRAME HEAD/JAMB ADD -ON -TRACK JAMB SCREEN LOCKSET SCREEN INTERLOCK ADAPTER SCREEN DOUBLE INTERLOCK SCREEN TOP RAIL 2' x 4 x 1718" SITTING BLOCK 1" X4' X1/18" SITTING BLOCK 7/18 LAMINATED HT -HT PVB 9/16 LAMINATED HT -HT PVB 7116 LAMINATED HT -HT SGP 9/16 LAMINATED HT-HT SGP NOTE: ALL ALUMINUM = 6063 -T6 Cdudad8y: Dm; RJA Description 2 -TRACK HEAD WITH SCREEN RAIL RAME SILL SCREEN END ADD-ON PER MIAMI DADE COMMENTS PER MIAMI DADE COMMENTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS, FL 34274 PARTS LIST ma SERIES 770 ALUMINUM SGD - LMI Saeaauode: 800770 PREPARI - 17 RY. F swe: NTS TO UG an..c 21 0 23 F35 N OO8SWH onwyRn Rer. PGT0002 B 5 / CT7= 7125 ROrKI Ff1 ,F 71 trYnnal as ebrDplyiag M91 tke Cede Date .R/& NON! MI•ad eo 1111110 114 #I Q� C E AIg �fi ��i No 49752 • O '+ � 37955 PH Robert J. Amoruso, P.E, PE #49752 121 - 8881 -17/0 FAX 1'1 -9F5- 17111 • • •••• 0.075" J • •• • • P LOOK• • • (26) MIW'L: 6063 • •• • •• •• • • • • L t 0� 7!c • ••••• I S • • •••• • 0.06Z" -► •••• • • •••• RevoIE Rmdey.: Read By SMC Dram Or SMC • • IOW Rom 1111509 ore: 08/05/09 • • • • • • •f11.062" -e- • • ••e • •• • • • • 4.055" HIGH BOX SILL RISER (24) MAT'L: 6063 T6 RMAI:o"e: R.Webne: A CImoteaey: RJR f1 3.305" 0.062" 4.125" � � 0.062 "J l�l 1.304" 3.125" -I 3.25" --�I STANDARD STILE TOP /BOTTOM BOTTOM RAIL (60) MAT'L: 6063 -T6 (69) MAT'L: 6063 -T6 1.872" .� 0,232" 0.750" 0.062" 0.062" -+-+1-e- 0.062" -- -{'- -- MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (23) MAT'L: 6063 -T5 (21) MAT'L: 6063 -T6 (19) MAT'L: 6063 -T6 ( MAT"L: 6063 -T6 ( MAT'L: 6063 -T6 (25) MAIL: 6063 -T6 PER MIAMIDADE COMMENTS Oero: 2.555" 0.062" 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.C. BOX 1519 NOKOMIS. FL 94274 0.062" 1.0119" 1.467" SCREEN STILEI (40) MAT'L: 6063 -T6 0.062" t 0.750" FLUSH FLAT SILL RISER (18) MAT'L: 6063 -T6 0.232" 2.455" BM.WMOIS SOD770 NTS [.' 3.125" HEAVY DUTY STILE (61) MAT'L: 6063 -T6 -+- 0,232" 3.205" Shok 22 e' 23 ►I 0.232" woop PGT0002 3.955" e«wam," EXTRUSIONS SERIES 770 ALUMINUM SGD - LMI Roc rffilul eguowptytngwith tee 'ogCede NOAH MIA01 r:', Control r Okt In , (-LA kj.. Robert J. ARIONSO, P.E PE 449752 0.233" J 0.062" - P-HOOK SCREW COVER (29) MAT'L: 6063-T6 0.752" 3.802" ?? 5? i3 1 v_ S INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) (65) MAT'L: 6063 -T6 (5) MAT'L: 6063 -T6 (78) MAT'L: 6063 -T6 3.802" P -HOOK FOR BOX RISER (30) MAIL: 606346 1.050" r 0.050" 0.779" fre f 83' 0. �I I~I 0.752" 0.080 J V SILL TRACK (11) MAT'L: 6063 -T6 3.979" STANDARD ASTRAGAL (67) MAT'L: 6083 -T6 GLAZING BEAD (I.G.) (79) MAT'L: 6063 -T6 1.645" FIXED PANEL CLIP (105)MAT'L: 6063 -T6 3.979" 0.281" --►- HEAVY DUTY ASTRAGAL (68) MAT'L: 6063 -T6 080" 0.709" -1 L 0.550" FIXED PANEL RETAINER (106) MAT'L: 606346 1.162" 0.062" 1.739" +l INTERLOCK (62)MAT'L: 6063 -T6 P -HOOK MOUNTING ADAPTOR ( MAT'L: 6063 -T6 1.888" 2.304" I 1 1.645" [ 0.796" 0.062" r J •••• • • •••• • • • • • • • • • • • • Rem,* Raved By. RemdSr SMC brawn By SMC • • • DMA' AM: 0.081" - 3-TRACK HEAD • 4 i3) 1lIAT'L: 6063 -T6 • • 9.142" RwIstens A Checked By RJA •• 1• • • tS U •••• • • • • AP-TRACK HEAD 0.081" -- (t) MAT'L: 6063 -T6 • r61' 4" INSIDE CORNER ASTRAGAL (120) MAT'L: 6063-T6 Doke w10AN 0 tk: 08/04/09 uu 1.498" PER MIAMI DADE COMMENTS dr.: 5.621" 0.080" 2 -TRACK SILL W/ SCREEN TRACK (8) MAT'L: 6063 -T8 0.133" 4" OUTSIDE CORNER ASTRAGAL (119) MAT'L: 6063-T6 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 4.49" 0.080" J 2 -TRACK SILL (7) MAT'L 6063 -T6 CORNER RECEIVER (118) MAT'L: 6063-T6 0.081" 1.505' j skmemmox smro: 800770 NTS PRFPARFr1 AY FTC: I KC 3 -TRACK JAMB (16) MAT'L: 6063 -T6 snw 23 a 23 15 N C XISWFI 0.081" H 9.141" 4 -TRACK JAMB (17) MAT'L: 6063 -T6 Uuapkom EXTRUSIONS SERIES 770 ALUMINUM SOD - LMI Onwl.No. M PGT0002 � A T S .CTF C25 ROCK) Fr1 ,F FI F Approved as complying with the Sate, itE'R .' L7 &tip MOMS 9 4 44M ` - .,a.��,�AMES A4is v� .GENp %Gt :9 ' "IATE OF u / `moo CJ . < O R 1 0 : � � o � 44e n uNA 1 t��40 Robert J. Amoro P.E. PE 949752 42555 PH. 2' 1- 59R -1/Ra FAX'i21- F5A-1159 5.069" 0.081" - 2-TRACK HEAD (1) MAT'L: 6063 -T6 6.198" 1.211" 0.081" 0.080" 2 -TRACK HEAD W/ SCREEN TRACK (2) MAT'L: 6063 -T6 7.105" 8.562" 1.36" r 1.045" 1.505" 1.993" 0.062" 0.081" SCREEN TOP RAIL 0.081" 4 -TRACK SILL (45) MAT'L: 6063 -T8 (10) MAT'L: 6063 -T6 6.528" 3 -TRACK SILL (9) MAT'L: 6063 -T6 6.221" 1.505" - +^1[-• -- 0.875" 1.993" 1.505" 0.062" L SCREEN BTM. RAIL (46) MAT'L: 6063 -T6 -�{ 1.36" 1.36" 5.069" 2 -TRACK JAMB (14) MAT'L: 6063 -T6 2 -TRACK JAMB W/ SCREEN TRACK (15) MAT'L: 6063 -T6