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WS-12-663 (2)4119:5i, 2 .. f inF.�v�.rit 'DING PERMIT APPLICATION FBC20OS IO Permit Type:(UILDING) ROOFING ' OWNER: Name (Fee Simple Titleholder):ba(1i.ej ci-O. 1.S& �- ) ho(7gO0t4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. RECEIVED I APR 18 a012 w 512 --t,CO3 Master Permit No. Address: (p35 N 105 5vte.± city: n1 Cann Shares State: FL Tenant/Lessee Name: Phone #: 3c2 % - '/J -02.3 Phone#: zip: 33(3? Email: JOB ADDRESS: (r3 5 Ali 105 5&+ City: Miami Shores County: �I•dc23r�Dia ° OD Folio/Parcel #: Miami Dade Zip: 33) 3g Is the Building Historically Designated: Yes NO 17 Flood Zone: CONTRACTOR: Company Name: East Coast Windows & Doors, Inc Phone #: 954 - 581 -2113 Address: 1711 SW 7 Avenue City: Pompano Beach State: FL zip: 33060 Qualifier Name: Edward J Morris State Certification or Registration #: CGC 1504443 Certificate of Competency #: Contact Phone #: 954 -581 -2113 ext 201 Email Address: eleanor @eastcoastwindows.com DESIGNER: Architect/Engineer: Phone #: Phone #: 954- 581 -2113 Value of Work for this Permit: $ 0,73 r Oj 18 Square/Linear Footage of Work: C21 a k Type of Work: ❑Addition ®Alteration ONew ORepair/Replace Description of Work: Retrofit (e) windows and (/) doors with impact ODemolition ******************* * * * * * * * * * * * * * * * * *** *FFFees** ** :: a:***** **: x*+ x******* **+x **** ************* Submittal Fee $SCE' .M � Permit Fee $ Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT,F.RS, 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 Owner6r Agent The foregoing instrument was acknowledged before me thi day of, 20, by 0111.4;r1 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: moo' 4111 1 _alit? 4 0fAlzsac =— __ My Commission Expires pP. nno ELEANOR MCAF E= - S Commission # EE 5814 E. zE. My Commission Expire; 07- 05.2014 Bonded Through Atlantic Bonding Co., Inc. it Signatur �� r �r The foregoing instrument was acknowledged before me thita day of f Y airch , 20 /a , by Edward J Morris who is(personally known to moor who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exiii rg , �a L tee.. m >k m>x * >k>k>k * >k a� *>x>x *>k>k * a� =k * >x * * =x =x m u� =k >� a: =x=x �x>k * �x �x �x x�>k �x>� �>x � � �x�'>k �'x�>k �rri>k:x>x :x•x *>x>t=:x>x=x >k>k * >k>x * *:><* * * * >K4 APPROVED BY ! <'! o Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) ELEANOR MCAFEE Commission # EE 5814 My Commission Expires 07 -05 -2014 Bonded Through Ailantic Bonding Co.. Inc. Zoning Clerk PERMIT # 111111111111111111111111111111111111111111111 CFN 2012Wr_1269044 OR DT; 28075 Ps 0767i Ups) II ROAMED 04/17/2012 09:05 :00 TAX FOUO# 11 024374.5..1• 0/ 2. • CO HARVEY RUVIN, CLERK. fF COURT MIAMI -DARE COUNTY FLORIDA LAST PAGE NOTICE OF COMMENCEMENT 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 rinfonnation is provided in this Notice of Commencement • This space reserved for recorder. Property Address: W__ SUB Qb (42 i Q.63 Es+ tZ.. 1. Legal desaipdon of property: LOT BU( ❑ Lengthy Legal attached 2. Generai•descripdon of improvement:_ ■,► , irRafircz..• 3. Owner Information Name. Crc f n `il+wf v a. Mailing Address: t03�- ts) t M i c�rrt Z. Sh, r s Fes.- 33i36}' b. Interest in property c. Name '& Address of fee simple ddeholder. (if other than owner): 4. a. Contractor's Name b. Contractor's Address: 1711 SW 7 Avenue - Ponoano.Beach FL 33060. . . c. Telephone & Fax 954-581- 2113 / 954-581-2114 fx 5. a. Surety Bond Name: b. Address: c. Telephone & Fax d. Amount of Bond $ 6. a. Lender Name: b. Lender Address: c. Telephone & Fax 7. Persons within the State of Florida (name & addresses) designated by Owner upon whom nod= or other documents may be served as provided by Section 713.13(I)(a)7„ Florida Statutes: Name: Address: Telephone & Fax 8.. In addition to himself or herself, owner designates the following person(s) to receive a copy of she Llenor's Notice as provided in Section 713.13(I)(b), Florida Statutes: Name: Address: Telephone & Fax Expiration Date* of this Notke: EastCoast Windows & Doors.; ins. 9 *Expires one year from the date recorded, unless otherwise noted. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATiO.N 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 SiITE BEFORE THE FIRST INSPECTION:1F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner 5r Owners Authorized Officer /Director/PartnerrIMa alter Title/Office /p /� The foregoing instrument was acknowledged before me this t'.2 / day of / a �' 20 )a. , by C A:r1t/). as 1%� for • r• • i101c .<t'i�aR11gt� ELEANOR MCAFEE ° Commission # EE 5814 Ex Ines 07 -Q4 -2014% gnature of Notary ' ub — Sta of Florida Print, T or net NanPee fNd P li Personal Known OR Produced Identification . '�.. n�•`° arlanttc Bonding o., n . Personally type of ID Produced: VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES, Under penalties of perjury, l declare that I have read the foregoing and that the facts stated in k are true to she best of my knowledge and belief:.. BYX Signature of Owner or t Tier's AuTiorized Officer/Director/Partner/Manager who signed above. Turn Over for Instructions .ATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a true copy of the day of =rigmal filed in this office on APR 17 2012 VI TNESS my hand and Or, IARVEY ; , trcuit ,-.untyCourts ,AD20 .Seal. EAST COAST Windows & Doors, CONTRACT STATE CERTIFIED GENERAL CONTRACTOR LICENSE #CGC 1504443 - SPECIALTY BUILDING - GLAZING - CC#96.8170.G X 1711 SW 7th Avenue - Pompano Beach, FL 33060 office (954) 5812113 - mobile Ed (954) 240 -4932 or Cln is (954) 309- 4221 -fax (954) 5812114 Cristin Thorogood 635 NE 105th Street Miami Shores, FL 33138 PHOINE 305-754-3996 JOB NAME IpATE 3/29/2012 JOB LOCATION 90 day guarantee on repair, l year guarantee on new installation. Cleaning of windows, interior and exterior painting responsibility of others. Supply all materials, equipment and labor to install the following: Four (4) PGT Impact Resistant 780 Series Sliding Glass Doors (2 Panel, 2 Track w/ Screen) with 1 1/16" Insulated Low -E Clear Glass (Full View) * All Door Frames will be Cherry Woodgrain Finish * Insulated Glass will be Argon Filled; Low-E Coating will be Solarban7OXL Description of work: Remove old doors Clean and inspect openings. Install new doors. Anchor with code approved tapcons. Patch perimeter stucco & interior drywall where necessary. Caulk and seal inside and out. Signing Date 9-/1 Sweep and vacuum all work areas. Haul away old doors and debris. Down Payment: Amount $ 92r? Check # 5+(2- D.L # $7- Notes: 1) Sliding Glass Door Hardware will be Satin Nickel with a 2 1/2" Threshold with Stainless Steel Rollers 2) Doors will hav' K ickplate of 5-"' (( s t fr.?) 3) Price Includes Angies List Discount We Propose hereby to furnish material and labor — complete in accordance with above moons for the sum of dollars ($ $23,218.0 0 Payment to be made as follows: Down Payment due at contract signing: $ 9,287.0 At completion of installation: $ 11,609.00 Due after punch -out and final inspection: $ 2,322.00 Cost of Permit To be Determined Terms & Conditions: 1) East Coast Windows & Doors, Inc. will serve manufacture's defects. However, defects and service schedule will not be cause for holding final payment 2) East Coast Windows & Doors, Inc, is not nesponslble for manuboturer delays or acts of God that may delay Installation. 3) East Coast Windows & Doors Is NOT responsble for damage to any type of wind w freatrtrent or floorhng 4) East Coast Windows & Doors is NOT responsible for shutter removal 5) East Coast Windows & Doors Is NOT responsible for custom wall finishes (wall paper, fora finishes, etc...) 6) East Coast Windows & Doors 0s NOT responsbie for moving of furniture or any damages due to moving offrunihse. Aeeeptance of Contract • The above prices. specdicatiorrs, tames and condittons are satisfactory and am hereby accepted. You are authorized to do the work as specified. PaymentwE be made as ind above. Materials remain the sole property of East Coast Wkrdows & Doors. Inc. until the job Is paid in fire. If it becomes necessary for East Coast Windows & doors. Inc. to employ a collection agency ardfor attorney to collect on this his. I the rederai$ned agree to pay collbs and attorney fees. Signature At material tsguaanlaedtobeas spedtet NI mkt bscmgietedina warbrocaloa roamer a000nfngto standard practices. Any Madan ademonfrom above sped& s hmivIng axbacost *tIbeexecutedadyismwidenalas and* become an extra charge as and abase the tea. At egreernads contingent mon strikes, mddad or delays bayed our uxnbd. Oerra to terry and ctlor necessary inaaence � wakes are M!y covered by Workers CarpeadmInsurance. _% Date 3 E4W Note: This (attract be cancelled or changed after3 days. 5-29-/), ThamgoodC(oorded) Jr ,99 1 8 8 11 1 E O A 2 -RECtIVED APR 1 ?Mt Ras Ma 17, - (oub O V ft- Piiiartii Shores Village APPROVED BY 1 DATE;: ZONING DEPT BLDG DEPT ii ? is SUBJECT 10 CUM1'LIANCI_ WllH ALL FEDE' STA1T AND C011NIY mil I ; AND Fir GULAT NS 0 0 A 1 74' -O 11/16" Prepared by: East Coast Windows & Doors, Inc 1711 SW 7 Avenue Pompano Beach FL 33060 954-581-2113 ext 201 Job Site: Thorogood Residence 635 NE 105 Street Miami Shores FL 33138 Sheet 1 of 1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PIRA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed and accepted by Miami—Dade County PERA- Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -780" Aluminum Sliding Glass Door -- LM,!. APPROVAL DOCUMENT: Drawing No. 8100 -11, titled; `'Alum. Sliding Glass Door, Impact ", sheets 'through 23 of 23, dated 05/01/2007 with revision `B" dated 10/13/2011, prepared by POT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job `rte at the request of the Building Official. This NOA revises NOA No. 08- 1202.11 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. daseon, P. E. MIAMI -DADS COUNTY, Florida PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mianeidade.aav leers/, •;�6 •, l.ir APPROVED , - -_ 6--r°3:.t‘to, NOA No. 11-1018.12 Expiration Date: August 2, 2012 Approval Date: November 24,2011 Page 1 PGT Industries; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.07 0607.02) 2. Drawing No. 8100 -11, titled "Alum. Sliding Glass Door, Impact ", sheets 1 through 23 of 23, dated 05/01/2007 with revision "13" dated 10/13/2011, prepared by POT Industries, signed and sealed by Anthony 4Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of Aluminum SGD, prepared by Architectural Testing, Inc., Test Report No. ATI-8124.01-401-18, dated 11/13/2008, signed and sealed by Joseph A. Reed, P.E. (Submitted under previous NOA No.08-1202.11) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of Aluminum SGD, prepared by Fenestration Testing Laboratory, 'Iiic.� Test Reports No.'s FTL -5618, dated 06/21/2008 and FTL -5619, dated 07/07/208 respectively, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 1202.11) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of Aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -5254, dated 05/17/2007 and FTL- 5213, dated 05/07/2007 respectively, signed and sealed by Carlos S. Rionda, P. E. _ 1 _ (Submitted under previous NOA No.07-- 0607.02) Jaime D. Gascoi, P. E. Product Control Section Supervisor NOA No. 11- 1018.12 Expiration Date: August 2, 2012 Approval Date: November 24, 2011 PGT Industries NOTICE OF ACCEPTANCE: = EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by POT Industries, dated 11/26/2008, signed and sealed by Lucas A. Turner, P.E. i r,f.. (Submitted under previous NOA No. 08- 4202.11) 2. Glazing complies with ASTM E1300 -.02/ 04 (Submitted under previous NOA No. O8- !1202.11) D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteci PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016, 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/16. 4. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/2008, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance and cor_h ,ante with the FBC -2007 and FBC -2010, dated 10/14/2011, signed and sealed by Ail Lynn Miller, P. E. 2. Statement letter of no financial interest, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015- 27.001 of the FBPE, dated 10/07/2011 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC 2007, dated 11/26/2008, signed and sealed by Lucas A. Turner, P, E, (Submitted under previous NOA No. 08- 1202.11) 5. Laboratory compliance letter for Test Report No. ATI- 812401- 401 -18, issued by Architectural Testing, Inc., dated 11/13/2008, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA No. 08, :1202.11) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1018.12 Expiration Date: August 2, 2012 Approval Date: November 24, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL -5618, dated 06/21 /2008 and FTL -5619, dated 07/07/2008, issued by Fenestration Testing Laboratory, Inc., respectively, signed and sealed by Carlos S. Rionda, P.E. (Submitted wader previous NOA No. 08- 1202.11) 7. Laboratory compliance letter for Test Reports No.'s ;F1FL -5254, dated 05/17/2007 and FTL -5273, dated 05/07/2007, issued bd Fenestration Testing Laboratory, Inc., respectively, signed and sealed by Carlos S. kionda, P.E. (Submitted under previous NO4 No. 07- 0607.02) G. OTHERS 1. Notice of Acceptance No. 08- 1202.11, issued to PGT Industries for their Series "SGD -- 780 Aluminum Sliding Glass Door (Reinforced/ Non — Reinforced) — Impact ", approved on 08/02/2007 and expiring on 08/02/2012. E -3 • Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11-1018.12 Expiration Date: August 2, 2012 Approval Date: November 24, 2011 GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) A GLASS STRENGTHS - T_= TEMPERED it = HEAT STRENOTHED A = ANNEALED INTIMATER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS WS .075 SOLUTIAVANCEVA STORM DBPVB =.090 DUPONT BUTACITE P 13 1,3- 7116° LAMI: (1) LITE OF 3118" AGLASS AND (1) LITE OF 3118' HS GLASS IN/ AN .090 aE,OR .075 M, INTERLAYER. Z4 -7 /16" LAMI: MUTES OF 3/18" ,1 8 GLASS WITH AN .090 SC,1P OR .076 MIS INTERLAYER. 8,8.7/18" LAMI: ( )LITE OF 9/18' A GLASS AND MUTE OF 3/18' Jg, GLASS W/ AN .090 DBPVB OR S$PVB INTERLAYER. 7,9 - 0/18" LAMI: ( ) UTE OF 114" AGLASS MID (1) L ITE OF 114' M GLASS W/ AN .090 AgE, OR.075 SVS INTERLAYER. 8,10 - 9/16' LAIN: {2) LITES OF 114" M, GLASS W/AN.090 iP OR .075M INTERLAYER. 11,12 -9116° LAMI: ( ) LITE OF 114' AGLASS AND (1)UTE OF 114' M GLASS W/ AN .080 DBMS OR SSPVBINTERLAYER. 1E15 - "1/18° LAMI .G. VI-6" T EXT. CAP + 3/B +AIR SPACE + 7/18• LAMI: (1 LITE OF 3/16' ® GLA'3 ANDj1)UTEOF 3/18"RIiGLASS W/ AN .090 &OP OR .076M INTERAVER. 16- LISVS INTERLAYER. t7,18- 1118" LAMI .0.3/18°TE)CT. CAP +3B' AIR SPACE + 7116° LAMI: (1)LITEOF3/18° AMLASSAND (1)UTEOF3/18'1HS GLASS W /AN .090DBPRBORSSPVBINTERAYER. 19,21- 14 /18`tAMtLG: 3/16° T EXT. CAP + 5/18° AR SPACE +9/18° LAMI: (1) LITE OF I/4' AQLASS AND (1) LTTE OF 114° M, GLASS VW AN .090 WON .078 Aya INTERLAYER. 20,22 -11/18' LAMI LO.3/16°2 EXT. CAP +9/18" AIR SPACE + 9/16" LAMI: (2) UTES OF 114° j GABS %VAN .090 ME.OR .075 SVS INTERLAYER. 23,24 -11 /18° LAIN LG. 3/16" T EXT. CAP +6116" FUR SPACE + 9/18' LAMI: (1) LITE OF 1/4° A, GLASS AND (1) LITE OF 114" a, WAN .090 DBPVB OR SSPVB INTERLAYER. 26,27- 11/16•LAMI .G. 114' T EXT. CAP +W16" AIR SPACE +7 /18'LAMI: (1)LITEOF9/18" A GLASS AND MUTE OF3/18'FIMGLASS WI AN .000 SAP OR .075 INTERLAYER. 28,26- 11 /16' LAMI LG. 1NPT EXT. CAP +W/18' AIR SPACE +7 /18' LAMI: (2) LIES OF 3118' GLA $8WIAN.090!POR.075SVSINTERLAYER 29,30 -11/16' LAMI LO. 114' T EXT. CAP + 6 /16'AIR SPACE +7 /16' LAMI: (1) LITE OF 3/18" A MASS AND (1) LITE OF 3/18' J$ GLASS W1 AN .0 WM OR SSPVB INTERLAYER. 31,33- 11/16"LAMI .0. 1X4 °TEXT. CAP + 1 /4° AIR SPACE+ 9/18' LAM: (1) LITE OF1/4" A GLASS AND (1)LITEOF114" IH8GLASS W/ AN.0908flPOR.075Ea INTERAYER. 32,34 -11 /18° LAMI .0.114° T EXT. CAP + 114" AIR SPACE+ 9/16° LAMI: (2) LITES OF 1/4' MGLASS W/AN 000 NEOR.076 INTERLAYER. 38,36 - 11/16" LAMI LQ 1/4' T EXT. CAP + 1/4'AIR S PACE + 919$° LAME: MUTE OF 1/4' A GLASS AND (1) UTE OF 1/4" HS CLASS W/ AN .090 pBLW$ OR SSPVB INTERLAYER. 2. DESIGN PRESSURE& A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E130062. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 331/3%STR:SS INCREASE )!AS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERU LS S HALL. MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS THROUGH 13. 4. SHUTTERS ARE NOT REQUIRED. 6, INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL -8284, FTL-5273, FTL -8818, Aft -8819. ALT- 81241.01+L01-18•R1 ELCO TEXTRON NOA: 07-0425.01, 080228.08, ANSVAF84PA NDS -2008 FOR WOOD UCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, NCLUDNG THE HIGH VELOCITY HURRICANE ZONE (FNHZ). 8. DOOR SITES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. In1 9 ,CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 4 TRACKS BY 10 FT. (120') HIGH WITH A MAXIMUM OF EIGHT 8 FT. NOMINAL WIDE DOOR PANELS. !11 INSIDE OR OUTSIDE CORNER DOORS- MAXIMUM OF TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM OF FOURS FT. PANELS EACH SIDE OF CORNER. SEE EXAMPLE ELEVATION, SHT. 13 AND PANEL CONFIGURATIONS SHT. 14. SSPVB d .090 SOLUTIA SAFLEX PVB / X 1 XO OX.XX i 1 I 1 1 i 0X100(0, 20(00(0, 0)0000 4 )00000( 1 OXO, OXX, OXX, XXX 1 % 1 /!/ 0X0(0, )00X0, OXXX, X)00( H 1 1 % 1 1 1 0X1000(0, ))0000(0, 0X)0000(, )000000( 020)(0 )00000, 0)000(, )000(X 9 1i 1 % j 020)(0 )00000, 0)000(, )000(X 9 % / % j 9 t // 0X) 00003),)000000(0.0)000000(,)0000000( NOA DRAWING MAP SHEET • GENERAL NOTES.... « -.--1 GLAZING DETAILS. - --.-- 2 3 ANCHORAGE......----4-13 DESIGN PRESSURES— 4-9 ELEVATION S.........- 14 CONFIGURATIONS...—14-15 VERT. SECTIONS.....---1317 HORIZ. SECTIONS:. - ..•18.20 PARTS LIST -- ..... 21 EXTRUSIONS..... 22-23 Offir Mass Resift Root P.1 lisestas swam Fec2tHo CODE Cli4IIGE Catag Fi 01270 P1528 FL 39274 WsIbb Ikon GENERAL NOTES AND MAP ALUM. SUDING GLASS DOOR, IMPACT SGD760 1 N7S 1 u 23 rim"' 810041 PRODUCT a with the Florida ;L•101 P.E988708 F_XfERIOR 3N8° HS GLASS ®.090 FOR.078 SVS 3/18° HS GLASS 7H8° NOM. ® 7/16" LAMI GLASS TYPES 2 & 4 A EXTERIOR 3118' H8 GLASS .090 DBPVB, SSPVB, SOP OR ,M SVS 3/18' Q GLASS 7118' 7/16" LAMI GLASS TYPES 1, 3, 5 & 6 GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS @ HEAT STRENGTHED A = ANNEALED IN1ERLAYER TYPES - SOP = .IXIO DUPONT SENTRY COLAS PLUS WS ".078 SOLUTIA VANCEVA STORM DBPVB = .090 DUPONT BUTACITE PVB SSPVB =.090 SOLUTIA SAFLEX PVB 1/4° FIB GLASS .090 IMP OREl SVS 114° j GLASS 9/18° NOM. .88° NOM. GLASS BITE ®9/16" LAMI GLASS TYPES 8 & 10 WPM GLASS .090PBPVB, SSPVB, SOP OR,QQB SVS 114' aGLASS 9H8° NOM. .88° NOM. GLASS BITE 9116" LAMI GLASS TYPES 7, 9,11 & 12 gad* Data Roggen r.L FJC 10H3H1 Rafifirt lima* . o r —_ - mom.- IN107 Dm.ex Dm FX d11/07 NO (NAME rtesSHEET AVAlTA7.+balsue. a 122112 les._�. _.... rowwwERALL CROS9OltneICANONa. u >OMatn 10roOOr DMVE NOXIMILIC FLUFFS _..A.G 84X IWO FL 1474 Visibly FIGT LAM/ GLAZING DETAILS ALUM. SLIDING GLASS DOUR, - IMPACT a�nse par e�,a ow�°s as same I Ix 12 d23 I 8100.11 B �,‘,11111,,,, y `��N y t,YNN 111 0. i a. ..��.;c'eS tom., 7. . FLO''''''' '' - 7fi`S"tION �1P�'— A. LYI�S MIC OR,1P.E RESE870e OUTSIDE 3/16° HS GLASS A.090 SOP OR Alq SYS 3/16"M.GLASS 3B° AIR SPACE 3118" OR 1/4.7' 1 1118° NOM. 1 1/16' LAMI I.G. TYPES 14, 16, 26 & 28 A PUtTSS03E, 3/18" GLASS .080 DSPVB, SSPVB;'SGP OR ,S1 SYS 3/18' AGLASS 3/8' AIR SPACE 3118°OR1/4 "T 1 1/18° NOM. 1116" LA1V111.G. TYPES_ 13,15,117,18, 25, 27, 29 & 30 GLAZING TYPE OPTIONS KEY& (GLASS RECIPES ARE FROM E TERIORTO INTERIOR) GLASS STRENGTHS - T is TEMPERED HS = HEAT STRENGTHED AsANNEALED INTERLAYERTYPES - 8GP = .080 DUPONT SENTRY GLAS PLUS SVS =.078 SOLUTIA VANCEVA STORM DBPVB =.000 DUPONT BUTACITE PVB SSPVB =.080 SOLUTIA SAFLEX PVB OUTSIDE, 114° HS GLASS .090 S P OR .07B SYS 114° HS GLASS 3/8° AIR SPACE 3118' OR 1/4 °T 11118' NOM. OUTSIDE M GLASS .090 DBPVB. SSPVB, SOP OR J97.%SVS 1/4 °QGLASS 3f8' AIR SPACE 3118" OR 1/4 "T_ 11/18° NOM. A - I w A 1 1/18" LAMI I.G. TYPES 20 & 22 1 1/18" LAM11.G. TYPES 19, 21, 23, 24, 31, 33, 35 & 36 Aura Dabs rx _ FIG BJUOT 1017311 MAW itstblast A Qn,lf,14 NO CHANGE )W1S SHEET ADD 1 WORM 1641107R VW MI9AbKtlATwJAET R ... .. vit. EVANDD8TA9.8 To1.'8v8tAt 6Di7GWAY♦8v(�Qt ,DVAlfpG76 & A7M'O.GD7 1070 TEICHATA0AIYORNE NOKOWS, F134273 PA BQz15 IS 34294 LAMI LG. GLAZING DETAILS ALUM SLIDING GLASS DOOR, IMPACT -- ___. x 13 -23 I tsmfrora.8100 -11 B P.E.#887D8 DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT - 4112" OR 61!4" SILL (SEE NOTES BELOW FOR OTHER SILLS) TABLE 1. Lam! 7/18 AnnIHoat w/ SGP or SVS Interlayrer .+EAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 1 3 •JAMB ANCHOR QTY. aP HOOK ANCHOR QTY. (SEE DETAIL MIT. 13) DOOR HEIGHT NOM. PANEL WIDTH FRAME SIDE a I .- N e3 i r i3 I . 1 cJ i (I .- VI .- 1 cJ ,- or TABLE 1A. SILL HT. VS POS. DP Hi HEIGHT' POS. • DESIGN PRESSURE, DESIGN PRESS. +80/-80 +801 -80 +NI! -B! + .g1j +x-70 +50/ -70 +80/-10 +801- I1&S C4 +1 C4+1 C4+1 C4+1 C4 +1 04 +1 C4+1 04+1 C4 +1 C4+1 C4+1 C4+1 C4+1 G4+1 C4 +1 C4+1 C4 +1 C4+1 C4+1 C4 +1 C4+1 C4+1 C4 +1 C4+1 24'120) 00000KM oKM ■v000iUMiLAKA KEMKAKM Mil KM KM IIRMKM 11 P- BOOK00M=0 SIMMER KM K V0KM MM!!T�'1'00tMME MKMtMI KM0 1 55/8" N/A DESIGN PRESS. :n, :?f'FTf .MM E�;=f ?ir:Tf' :Ti? :ri 117 -1 +:1.. i /la c.mMa Ma 8 r" =•Tai %:umaC 8 :1MM 9 9 9 MB 9 MOMa 9 9 Lamm' MalIL 10 10 it ' � M +1 23/4" +60.0 PSF 30° (28) JAMB 8 : 8 8 10 10 11 11 11 11 11 1 P.HDOK 4 4 4 4 4 6 5 6 6 6 5 6 6 NH 8 6 6 6. 8 6 6 6 3112" +73.3 POP DESIGN PRESS:r, T• miVL. immakim :,� -f : .f, f Mal Ma Lai Mil MEMO] [.:ilMil Mil Mal Mal r l Lad MENEMMa MaIMIr :iiMil Lail COO EI/lIIKEEI W1 4 1/2" +l .O PSF i 10 EA a 48 B 49 4 5 5 5 5 5 5 6 6 6 6 5 8 6 8 6 6 5 6 6 1/4" +80.0 PSF •' : chi PRESS. :,f. :'f •'e :-: :Tf? :;f �6 .+� ? ...Q.,=.= dp f .-.1 , ... f' : - SEE NOTES 1-3 42" (} JAMB 9 8 8 10 8 8 10 9 9 11 10 0 11 i0 i9 12 11 11 P•HOOK 4 4 5 4 4 5 5 5 8 6 8 8 6 6 6 8 8 7 DESIGN PRESS. +801-6) +$01 +77/- +tom 87. *.1!811 alMa 48"(40) 1: 1 ['..mMO Ma r.M1I 'Milr LJ 9 EMI torIIM>mIEWMU SI 11 10 10 11 GUM 10 ILUfl[ 10 11 11 021tIi-.:1 11 "7 11, 8 8 11 8 8 11 9 1 11 P-HOOK 4 4 6 4 4 8 6 8 8 6 6 8 8 8 8 8 8 8 6 8 8 DESIGN PRESS. +80-80 +77.3t .3 + 1.81-7 8 PANELS OVER 4W WIDE NOTAVAIABLE OVER 96'HIGH �r�C 64'(4 ®ooKM oKM KAoMB rlAoo P4100K MMIMMIIIEM 00KM 0000MM0 DESIGN P - 88 + • 7- • + .:T. . +: .. r:.8 H&S 04+2 C4+1 C4 +3 C4+2 C4+1 04+3 C4 +2 C4+1 04+3 C4 +1 C4+1 05+2 80" (50) JAMB 12 9 9 12 9 9 12 9 9 12 9 9 P-H00 4 4 8 4 4 8 6 6 8 8 8 8 PRODUCT REWARD as complying with 1@e Florida .. �vt; A': -� Cr-7 _ Jae Z. By �' 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4112"OR 8114° SBA.. 2. WHEN USING THE 2 3/4° SILL, POSITIVE DP 18 60 PSF MAX AND WITH THE 31/2" SILL, POSITIVE PRESSURES 18 73.3 PSF MAX OH LENGTH 01 •I t t 1 1111 �, (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.2314", 3 VA 41irAND 61/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1618" SILL IS NOT AND MUST ONLY WATER 18 NOT POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE USED QVERHANG OH LENGTH BE USED WHERE RESISTANCE REQUIRED. WHEN CONDITIQNRIB IS PROTECTED BY AN NOT RATED FOR WATER COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRANI� HEIGHT 4. ANCHOR TYPES: 1.114" ELCO ULTRACON (FORMERLY TAPCON) 2. 1/4" ELCO 884 CRETE-FLEX 3. #12 STEEL SCREW (GS) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION 6. GLASS TYPE KEYS: NOTE 1, SHEET 1 FOR DESCRIPTIONS) OH HEIGHT EQUAL TO 1 OR GREATER I ````�00 !".Y.1.4.4.1. 4k. '�i�"" :� ti�CEN�° � �'. ` * %,Jr -. *:' No. 68705 • - _ 0 et 11 1g �''O •• ' �"L0RIDP. • •` 'sSiorvAL 0�G �� ALYYfffiJNaLLEriP.E. P.EiMS (SEE COMPLETE 1,3 -7NB" LAM1(&L -HS W/ SGP OR M) SEE NOTE 3 A OVUM* ANCHORAGE LAM! TABLE 1 14,"08, WA 3x19„ Rem 10l87ECAV DRIVE riGT ac un� SLIDING GLASS DOOR, IMPACT ..- .. _ - F.K * FIC HAM? 5/V07 A e sF .. ._.. -. _. -- — =KM Ref= AP0a AP, TYPE8AD/01MM S8 aft r� 1�RIXOd09 FL 3674 [/ y, » eeso I 11hTSI •uwe 4 a 23 m.�au I 8900.11 aw I B • _: ON PRESSURE AND ANCHORAGE - NO REINFORCEMENT - 4112" OR 61/4" SILL [SEE NOTES BELOW FOR OTHER S U SI TABLE 2. Lami 8118 AnnlHoat GLASS TYPES: 7 wI SOP or SVS Intorlow >HEAD & SILL (H&S) INTERLOCK & STRAIGHT S. CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL 9 > IAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAL BHT. 13) DOOR HEIGHT of .. .. �) . -. .i. .r, a- .;:, ._r 114° P' .A PANEL WIDTH FRAME SIDE $ S N c3 N �- tY .- td .- ri .- �.( i5 I N tci TABLE 2A. SILL HT. VS PDS. DP SILL HEIGHT POS. DESIGN PRESSURE DESIGN PRESS. . i :. ii? a ?' ;;ii . ' :.. i ::•, - +i;17 5 MEEEaM IL j =]MilGilEallMilMIMJ '" MilWU ilMilEIi1MEIE.,. 1 Mil IE.. 1 .ai1M 1 8 � 8 P-H00 4 4 4 Him 4 6 8 5 6 5 5 5 5 8 6 8 16/8' NIA DE: NPRESS. ., :Ii :.' ;'i ;?.7x:T.• :;, T• ...? ; a.7 + . . +:.7.. 30° dal [�.lil `' ialiMa ,i li..lK a a M •' 1MC MA Ml ilMilI MI fill INMillMill C ilMil '' 1 8 2 314" +50.0 PSF 01[ 3• uoNv ELM KAIvD<MoN0it'3tiL7IIi7 Nell KMN 70WM MINIDID000010t7010 Mall iii MilEll GEL,I'q OMEA Kai 10WEIr1 31/2° +73.3 PSF • •IGNPRESS. gm .--i7x.-.11111. a3. ariii :a :.. zT ill :•R . •AA . :i OS •:.m lEaKaiiiaiii [ail laga [ad i Cani iMil Mil r l[arilMBMi1N i1 Mil Mil N 51[• ] KIM MilC.L41 c 1 4112 +80.0 PSF 8 I• 8 8 9 e io 4 4 8 4 5 5 5 5 5 5 e 5 5 8 . 5 6 8 8 8 8 6 6 1/4" +80.0 PSF • ' �cN PRESS. =II : •I1:i ?il :L :b7 :F. ti .T . f. . . • , . l'A, -. 42"(58) ./µ,-p/.•• DESIGN Q�<7N0�NVit7DIia 0o0M1 PRESS. it :,'1 ::.7 :.• m 113111t1UWEMNII00NM �� ���� ®iL7®� E C8+2 SEE NOTES 14 ®MN WE 0KMKAIoMNO 7 SIT : • 7• • •. i: t 11 i :i.7 1 . es,-+ 45 (49) i5-,c1P'1 WEE SIC ME....3[.M1[,il NU7NNiMIBM Mil PH00' NvONNN'IDMIME 55.imii:iii.5 �' Kill NVNO EMI MIAMI t MiEMIIPeol [.l ®C:: 3 NIEINiLINN1A Mil Mil [Ml Mall MLA Mil Mil F?vl Mil lail ce+ KEN OMN 1aN1NIl0IK>ONNN70t3•Ka 3.5. SEMEN Wall L E NM Mil N 11 im NVt3•MI EMDi'3•IMt7 7 :..m- :i? JY PANELS OVER 48 ° WIDE NOTAVAILABLE OVER 88"HIGH 84"(48) 1EZEi Mill I = NVMilIMILM[IIINN laiERMI MEIC.IDMI IMIK.II:IMMO Ma ®NVELAEMiI'AMI 111111aMitilINI 00Mil M3 IAMB ENO 2 +ONN�NN7:;�0MNli11WMLMIRMM•0© DESIGN ' '+ 88. -i 64°(50) NI EIN['I1?: 7ELEMMiliNN ' •• 4 31 aiWE 4 7 1? l[MI N'.•. a Mil [s'M7IUI I 4 /MIDI 4 7 KZ1rNN AME Mil ML7Kill 5 5 7 8 5 7 PRODUCT RINSED as comp with eaHo N& ` . , t a ' 1 :?'rte .: • -!�-- 1. POSITIVE PRESSURES 2. WHEN USING THE2 (NEGATIVE PRESSURES 3.2 3114 °, 3 112", 41iCAND BE USED WHERE WATER WHEN THE DOOR IS THIS CONDITION IS 4. ANCHOR TYPES: 1. 6. SEE SHEETS 10 THROUGH 6. GLASS TYPE KEYS: 7,A - 9/18• LAMI (g IN TABLE ARE BASED ON THE USE OF THE 41/TOR 81/4° SILL �•�• OH LENGTH 1 314° SILL, POSITIVE DP 1860 PSF MAX. AND WITH THE 31PPBILL POSITIVE PRESSURES I8 73.3 PSF MAX. I I so t t I I t I I rs t,/ UNCHANGED). SEE TABLE 1A 61/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 16/8" SILL IS NOT AND MUST ONLY OVERHANG OH LENGTH RESISTANCE 18 NOT REQUIRED. POS VE DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE 1I) PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DU+GRAMX 011 NOT RATED FOR WATER INFILTRATION. HEIGHT 1/4" ELCO ULTRACON (FORMERLY TAPCON) 2.114" ELCO S84 CRETE -FLEX 3.812 STEEL SCREW (G5) 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. OH HEIGHT EQUAL TO 1 ORGREATER ■N C1N1 ,LYNN � `t . 4c /. .� l . 05NBF ..'A ' u •; = * No. 58705 Lj : ` ' 0 , SIA O ..1,,,'41,::: '�,�� '•.,Fi OF.•: �\` �', S /OVAL ' '.' .......... J /ltttlilt,,, A. LYNN MLLER, PF. PEA BM (SEE NOTE 1. SHEET 1 FOR COMPLETE DESCRIPTIONS) IA W/EE,ORM) SEE NOTE 3 amr ._. a°eymr DP AND ANCHORAGE, LAMI TABLE2 �° / q�jJA�1 .aSL%DINOGLASSDOOR,IMPACT J .1 am 1fl191I1 a a AtOC Th'ISS T tmomcio o esywo E M RLSO2? ammo Dm Reed . .....__. .__.�...___._ PA ',VOW Fat base aBA MST Data e11/07 A CLlWday NSWd•ANDAMNON=DIEU O.P" 1 R8M4 * ) f seam I aAsYIC T 9 I 6E"6 0 23 nneam 8100 41 I xx DESIGN PRESSURE AND ANCHORAGE - FULL. REINFORCEMENT - 8114" SILL (SEE NOTES BELOW FOR OTHER SILLS) TABLE 3. Lami 7118 or 9/18 HeatlHeat wl SOP or SVS Interlayar >HEAD & SILL (H&S) INTERLOCK & SIRAIOHT & CORNER ASTRAGAL. CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 4, 8, 10 :JAMB ANCHOR QTY. >P- -HOOK ANCHOR 01Y. (SEE DETAIL SHT. 13) 000R HEIGHT NOM. PANEL WIDTH FRAME SIDE sJ of 1 a "- of $ 8 TABLE 3A. SILL HT. VS POS. DP SILL HEIGHT POS. DESIGN PRESSURE KG PREH = :. ci .�- 1,.. + i2 -! + uJt + iL 24"00/ &S !�^�� C4+1 04 +1 C6+1 C4+1 04+1 06+1 C4+1 C4+4+ 1 «; 1 Mill 1 ICI &ial . KEA KL1111111111 11 P " 4 4 4 4 6 6 6 6 5 6 8 8 6 8 5 5 8 8 0 8 8 • 8 1 8/8' N/A DESIGN PRESS. + 091-1 6 + 051-116 +1081-11 < + 05/-1 8 +1091 -11; +1061 -1 6 + 05/418 +1051 -1 30° Off) REM ILMIMilian EMI 10 L21G 8 8 «' LMIL 1L ILA IL I A�LMILI � '� a�[Oil C7 +1 2314 +$0.0P8F JAMB 8 11 9 9 P -HOOK 4 NM 4 4 8 6 8 6 ;B 8 8 6 8 6 8 7 6 6 7 6 6 7 31/2" +73.3 P8F DES TO PRESS. + , ' + " r; + ;.?. . + . '- 6 + ,L + asp. . + .r • . + . V 36' (30) H&8 04+1 C4+1 C4 +2 C4+1 C4+1 C5+2 C4+1 04 +1 C8+2 04+1 C4+1 09+2 04+1 C4f1 06+2 C4+1 C4 +1 C8+2 C4+1 C4+1 C7 +2 C4+1 C4+1 C7 +2 4 1/2° +100.0 PSF JAMB 11 0 9 12 8 9 12 9 10 13 10 10 14 10 11 15 11 12 16 11 12 17 12 13 P -H00 4 4 8 4 4 8 6 6 7 6 6 7 6 5 7 5 6 8 8 8 8 8 8 9 8114° +105.0 PSF • SI PRESS. • 1" Ij. 'i fir' e. 1� Ali''' 3ij' ,! : + ,' >. 42" (38) C4 +1 C4+1 C6 +2 C4+ 67 C8+ ► 1 C4+ «:.2 C4+ 1 + C4+1 ' +2 C4+ •7 +1 ►: 1 C4+1 «: +2 C5+1 C4+1 C9+2 SEE NOTES 1-3 JAMB 13 9 10 13 1D 10 14 10 11 18 11 12 10 12 13 17 12 13 18 13 14 19 14 16 P-HOO 4 4 7 4 4 7 5 5 7 6 8 8 6 6 8 8 5 9 8 8 9 8 8 10 DESIGN PRESS. +1061-11 • +)1019-1 ; +105/-11 + W/ -1 ; +1091- 0V +106/-1 ; +08/4 8 + 091 -11 '.1 48' (40) •r ; 2 +1 «: 3 2 1 «: 3 2 C4+1 )8+3 04+2 04+1 C7 +3 C4+2 1 C7 +3 4.4+' 2 «, 1 +, 04+2 1 C9+ JAMB 14 10 11 18 11 12 18 12 12 17 12 13 18 13 . 14 20 14 15 21 18 16 22 18, 17 P-H • •' 5 4 7 8 4 8 6 8 8 6 6 9 8 5 9 8 8 10 6 8 10 7 8 11 DESIGN PRESS. + 001 -11: +10N -116 +105/-1 8 +1491-11 64"(46) H&S 04+2 C4+1 C8+3 C4+2 C4+1 07 +3 C4+2 C4+1 07 +3 C4 +2 C4 +1 C8+3 JAMB 18 11 12 17 12 13 19 13 14 19 14 18 Glri.tai Q DO IILIMMILMI tMIL=1.7 ME PANELS OVER ar WIDE NOT AVAILABLE OVER 96" HIGH DESIGN P • SS. + , :.. 60'(80) H&S 04+2 C4 +2 00+4 C4+2 C4+2 C8+4 04+2 C4+2 C8+4 ,.,.', 7 12 13 14 T 14 18 P4400 8 4 9 6 4 9 6 8 10 8 6 11 PRODUCTRBVISUD ',cam= No + 4 to � � rr-�' ���� ,S ; ._ ^ - 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 6114°iMLL. 2. WHEN USING THE 2 3/4 "SILL, POSITIVE DP 18 80.0 PSF MAX, WITH THE 31/2" SILL, POSITOYE DP 18733 PEW MAX AND WM1 PRESSURES UNCHANGED). SEE 3A. -"• OH LENGTFI THE 41/2' SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE TABLE 3.2 3/4 °, 3112", 41/8' AND 8114' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 168' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 18 NOT REQUIRED. POSmVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED OVERHANG Mmad" '°"° ' «„ I OH LENGTH WHEN THE DOORS NOT PROTECTED EE BY Y WATER NG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM$ HE THIS CONDMON 4. ANCHOR TYPES: 1.114" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" ELCO S84 CRETE -FLEX 3.512 STEEL SCREW (38) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 8. GLASS TYPE KEYS: (SEE NOTE 1. SHEET 1 FOR COMPLETE DE CRIFrIONS) H OH HEIGHT EQUAL TO 1 OR GREATER ``� L. N '�i� dift .` *O.; GeHS... /'P.. it r •;•k Na. 68708 - S. * - -0 6` n tub T) . STAp " 44./ % FtOR1v ?•''(•jam,.` '''';,%/0..... ,�yC� %` ��,„'I,I NAV. ,0 AL110t PE. PJ3#,i�03 2,4.7118" LAMS (M- #}�dWSOP OR M) 6.10- BHti"LAMI H(_iH8W180POREit03 SEE NOTE 3 maeaz ewr w e. amour DP AND ANCHORAGE, LAMS TABLE w"°ee�a JJ Data 10Jl !! a NOG7lANdE7l SHEET tamr mLacrr F: FIGT aa: ALUM. SUDING GLASS DOOR, IMPACT eao. antaeR Fi FA MIA Date d11M7 a sr at�n+araaax+ratowtt TAME tau P0.3Q71829 a PL 8404 amraaa,e Drs same I N78I ab,t 6 «23 amtpaa t 8!0041 wm I B DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT - 4112" OR S 114" SILL (SEE NOTES BELOW FOR OTHER S L S( TABLE I.amll &wf 7t16 or 1116 Lam! AnntHeat wt SOP or Vaaaeeva lntertayer >HEAD & SILL (H&S) INTERLOCK & STRAIGHT& CORNER ASTRAGAL CLUSTER PUS ANCHOR QTY. PER PANEL GLLA$STYP ES: 13,-15, 19, 21, 28, 27 31, 33 >JAMB ANCHOR QTY. >P-HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT : .. 84",(7 Y 1 .;T 1. .ii NOM PANEL WIDTHry FRAME SIDE . a3 t3 H _ r- I rt I ai of ,- I or i 1 rd i .- - sS rS .• aS ei �f H - i a of ai H P1 aJ TABLE 4A. SILL HT. VS POE. DP SILL HEIGHT 313 PV V. DESIGN PRESSURE DESIGN - -V : \^ . ! '1, :j1 i� 1 ...4 ;.1 :iil . �- ' �T -, ..'7 ...' 24"(20) MIA M 1 l 7vOKMOKAvLaKM rz,[•-'15 WA MU KM ®LgiiUZI MN KM ® Kan UZI MO Ka 3,' ai =El tM00tMKMIMIM IKIII MIMIM KM M1E21 MIKA ' i1L•'IIiIC, IMILIIIKEI KM ii1M1�.�i" MAU KAI IMIMIMIMI IIIIM KM KM KLEMM C4+ KIIIIIKIN qx:o 11 IKII KM KM KM 000till LI i ::.;. °, 18/8 NM DESIGN PRE ' -' i7,QMMIN i:aL:ii�iil' min Mall EMI I It IC• iI[ I tall MI MI I IMiill illE21MIJIMil :liIlI[..iI MI MI Mill Mil MI[MI 1 2�73+i�_ +B�.DPSF 30"!36) r .... vl0tIKM 0�I001000KM I EKIMInIl lKMK MLR MI to ®�� 11 121Fil?KM KM Wa Kill 0KM KM KM :i111 KII:010IKII0:M0 Kil ELM MI3EMI KM KINK, 31/2" +73.3 PSF DESIGN PRE:.,. MILIAN. iimi :: '. r.T ., immazam Ear .c..7,./!imil Emaram 38"(30) WWI MI E. IvOV00i Ii16212 ODDt'MKKS MI � MIMI MIMI [>•vOV Mll MI DIONM :. ,. Mil Mil EMU K�KM Mil MI Mil 1E21 MI EMI MI MI Mil MI LUL1 MI MI 1. 4112° +80.0 PSF :,. .�a+�'.'�it1' MiJKM MN D=DKE iMKM 1KC>rK DOOAvO M®KiI a 7.�. 6 6 9/8 +80.0 PSF DESIGN PRE:: N Tx:' .7 -. 111.1311M1 MA MI MII II MI102MIMaMI M3 Mill E21 MEIMIMI MIMI MI Ell MIMI .' 2 SEE NOTES 1.3 11 12 1 . P-HOOK 4 4 5 4 4 8 B 6 6 6 8 6 6 6 6 11111 S 8 B 8 0 S 7 DES "NP-w =i7�a *a � 'f°il� a _ :•a - � :;a. 46" (40) _.a7L:OKWE.g3 I.L.'a KMMIKA Mil Mil E Milan MI EMIT iI EDI OM raj 'L:l,`LZ1t a ELIEICal C.:ilCME I[ il[E 3C:%IC'.lil 66f2 Q<'KM K M!KAEMM tIfLIKMKMiL>t®iaMKM ®iiIN 1 L'a,K' liEIOKA IV0IKM0 Kill Kill KM ELMNW Kill KMKMMI0©O Ell ©KINK= Mtn + HMI L:SY�I:':i�lL:i 7 Mini C4+1 C4+1 06+2 SEE EXAMPLE OXI (O CORNER ANCHORAGE PLAN AND 84°(48} WITiii Kill Kl®t>•KM KL7t7fI7®E7t1M ox( STUGHT DOOR ANCHORAGE PLANON SHEET 10 •UIKII0KM 0IIIMIKM 00 ©100 DES «' PT-: ;mom : + 1 mil .•. :`• mirwayi PANEL$ OVEN 48 " WIDE NOT AVAILABLE OVER 80°HIGH I..31 MEI Mill MI MI MI MI MIMI •IL.MI ME1 E21 MI 60"OK0 Imo ®EMITA®Ati.7lll lLiL+ItLiL>!KMIIL>tii>t e° PRODUCT REVISED complying with am Florlda Betting code i.kiteePtiloca ldo i" D .: ,ie, y , .,� ••'( 4 4 7 4. 4 7 6 6 7 8 6 7 1. POSITWE PRESSURES ?AWN N USING THE 2 (NEGATIVE PRESSURES 3.2 .' 31/2°, 41/x' AND USED WHERE WATER WHEN THE DOOR IS THIS COMMON IS 4. ANCHOR- TYPE&1.1!4' 8. SEE SHEETS 10 *THROUGH 6GLASS KEYS: IN TABLE ARE BASED ON THE USE OF THE 411x' OR 8114" SILL. 374"8111 POSITIVEOPIS 60 PSF MAX. AND WITH THE 31!Z S ILL, POSITIVE PRESSURES 18 73.3 PSF MAX UNCHANGED). -SEE TABLE4A. 81/4"SILL.HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 SAP SILL IS NOT AND MUST ONLY OH LENGTH RESISTANCE 18 NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN 24 TABLE MAY R USED PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM NOT RATED FOR WATER INFILTRATION. iPddG t, i t t I i! tl,�. OH LENGTH ELC_ O ULTRACON (FORMERLYTAPCONj 2.1/4" ELCO $84 CRETE -FLEX 3.#12 STEEL SCREW (G5) OH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT (RENOTE1, SHEET 1 FOR COMPLETEDESCRIPTIONS) LG.3//16° TEXT. C A P 3 / 5 ° S P A M i OH HEIGHT EQUAL 101 OR GRATER `• �. Vgt04 M ,.,.O`' .....•..•.. " `t:'JC ° .'.. •►t�'�� �qp5 ' -I( • HO { : �jj = IA/ ',.7 .a a p o. ' C.1 •--• • ,,/O,o�. ,?Lot+..•..`,. /,,SSIONAv.� r1 �'��1t� A LYP{lS MIt.60.B. REMAIN 13.18= 1 1/18° LAMI 19,21 -1 1/16" LANI I.G. 3M6• T EXT. CAPS &i6° AIR SPACE & 9116' LAMI (WM VI/SC P OR S,�}8 28,27' -11/16' LAMLI.G.1/4° TEXT. CAP, SNB AIR SPACE & 7/18° LAMI (&1-HS W/MOR SVS) 31,33 -11!16" LAMI I.G.1 /4 °TEXT. CAP, 1/4• AIR SPIN & 9/96° LAMI (HNC IS W/�3P OR $�t3j SEE NOTE 3 Bn arx '�" l 19/ti 617 NOCt/AIYGERt�sttl 7 aas P AND ANCHOR4GE LAMI LO TABLE4 ,. ALUM. SLIDING GLASS DOOR, IMPACT "°" a® e�+ F.K `raw aae 8AA07 ` en,•.aa"r naw�,mma ueae Wu PA BQ?wa d FL 94274 y4tby, Bates► o°e m° 780 I /NIS 7 I 7 a 23 a,.b.a 81�-yi wn 18 DESIGN PRESSURE AND ANCHORAGE - FULL REINFORCEMENT • 81/4" SILL (SEE NOTES BELOW FOR OTHER SILLSI TABLE S. Loral 1.0.. wl 7118 or 9116 Lam! HeaVHeat wl 80P or IsdorIayor »HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 14, 16, 20, 22, 28, 28, 32, 34 >JAMB ANCHOR QTY. >P-HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT NOM PANEL WIDTH FRAME SIDE "4 a .- M e�J e3 e� N 8 . of IN .- of .= of t1' • $ ••i "g TABLE 6A. SILL HT. VS PO& DP SILL HEIGHT POS. DESIGN PRESSURE DESIa PRE88. �j;`{5J ` im .�:, a o � rokr + a' . 24"12% Mai MUM] Mlal MIAMI MEI Mallaal C. 11 MU Mal Ma MilIallMil MOILMII "LM EMI IOU C C+1 RULE I I. ILI0011:11113111EMIIKIIm0001010d1111111011.11tE LIUM MLR NEJIIIIMKA MENEM O WIN %7KM IKE NEM ELI MN ISM Mild WEI NMMENE l 1 :01•31110MItI 0 1 f " WA DESIGN PRE ` =. "1�.:Iim� � ,,a :i. . " C' + '.-,,. , 2314° 440.0 PSF ar i Zan MILUMEKUill Ma MEI C MEI [MIMI MEI Mil CID I '' `' Mill Mil LIII EMI MEI C7 +1 1 _ 7 l �' ri001V�00�7n1�010 Iz:!••i,r MIN= AA �� 113111113111311 igua um AAAAAt7 i ®tiM�EMMA11CiWI Iri ELM AWMAA KM �KM® MIME + ;r„ Mal A ,7a © 3 Ui' +734 PSF DES IC PRESS. «T 3_L M E 1 M a I L ilE IL i I M i l M E I ,Lil = ' IL MEIMUl i I IL I I 1 rui JI ZIL a 07+2 49/2" +100.0 PSF 30' (30) t: 11 8 9 8 9 9 10 13 10 14 10 11 15 11 12 12 17 12 P-HOOK 4 4 8 4 8 8 7 5 KM 7 5 B 7 5 4 8 .8 8 8 9 8114" +105 0 PSF • �_ oN PRES8 n? i;1 ? '' � =mama= + is i.: ; 42* (3I5 MIMI IELE31 MEI NEER MILIE:13 KA KM 1=01=111CM KM Mil 1=1 JAKLEMM C.2.1 ©AAAmRAIAAAAAKAIAA M IMILaiF ®IIIIIIIERf171Mil ni'r-m1UZIMIMEIMEIEMI Mil UEI CIEILMI «. 2 SEE NOTES 14 MLA N lNEMMi WOMEN it7 ®Kall KLEMM 18 10 •"13.AAOMlt! ©AA B"(40 W. 1E1,11 NMIKALAt11311 GZ,-M 1MC:' IMEI[ MENiiliEll MEIEM[? ?cr1MULEIC 1ValI t ICE][ 1 1]QIL JLlLI#1 «: 3 IKEZIKEII®KWKMME MLA ILA KEN =I ULM AAA SEMiI! ELM Kill KAMM i iLII 17 AADAAAmAA MUM KMAAA ©A 1 PANELS OVER 48" WIDE NOTAVAILABIE OVER 98' HIGH (46) �� ' •-• • 8 4 8 8 4 9 KM 6 9 DESIGN P- 8S. + , -t. + .T 1. + .. . + . .. MS 04 +2 C4 +2 C8+4 C4 +2 C4+2 C7+4 C4+2 C4+2 08+4 C4 +2 C4+2 08+4 BOA (80) JAMB 17 12 13 18 13 14 20 14 18 21 18 16 TROdJCPABYISED oewmp1$n with the Florida Coda Acceptance 0_ ii ' .Tl T a► )y--. _••1_- %t1 t t i t /r, P 4100K 8 4 9 8 4 9 8 8 10 8 8 11 1. POSITIVE PRESSURES 2. WHEN USING THE WITH THE 4 1/2' SILL, 3.2 314', 3112", 41/2' AND ONLY BE USED WHERE MIEN THE DOOR IS THIS CONDITION 15 4. ANCHOR TYPES: 1.1/4' 5. SEE SHEETS 10 THROUGH 8. GLASS TYPE KEYS: IN TABLE ARE 664SED ON THE USE OF THE 81/4" SILL 3(4" SILL, POSITIVE DP 1510 PSF MAX., WITH THE 31/2' SILL. POSITIVE DP E 73.3 PSF MAX AND POSITIVE DP 1S 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 8A. 81/4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 18(8' SILL IS NOT AND MUST OH LENGTH WATER RESISTANCE IS NOT REQUI RED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 8 MAY BE USED PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); NOT RATED FOR WATER INFILTRATION. OYF.R! IAtNt3 OH LENGTH ELCO ULTRACON (FORMERLY TAPCON) 2.114" ELCO 884 CRETE•FLEX 3.912 STEEL SCREW (08) OH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT (SSE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) LG. 3/ 1WT EXT. CAP, 3/8" AIR SPACE &7HS"LAMI(H WlgORM 0 /HEIGHT EQUAL TO 1 OR GREATER .,�" V M14j `�/,� �.� 4V ...88 ...R .,. ��;t�P it ' * ;I ' 1 06 t cc' IK« M= � "."..r ' • . F1.01Z�Q4'�$' Z. ',t '?tS/LI,,,O�,�Nig�mt i� ALYNI14M1 ,PE. P.M 89705 14,18.11118' LAM( I(FI 28,E .11118" LAMI LG. 14' TEXT. CAP, 8118° R SPACE & 7%18" LAMI (1:11-HS W/ SGP ORS 32,34.11118" LAMI 1.G. 1I4 TEXT. CAP, R SPACE & 018" LAMI (HS -,�S (MI SGP OR ) SEE NOTE 3 DP ANDANCHOR4GE, LAMI.G. TABLES 13Mt Annul,: am" awe"' tjsr FIG eit07 CdpfA"eyc lVOlBWNGE7Hl98HEET use nGlr - ALUM. SLIDING GLASS DOOR, IMPACT _ oae�ANDANdWAAeHTii�B i 4 perne,e Ems IOW I NISI 8 e 28 o"dara , 8100-11 ws B DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT PLUS ANCHOR Q1Y. T 6. 41/2" OR 8114" SILL (SEE NOTES BELOW FOR OTHER SILL&), PER P PJI La ml orLaml 1:G. col PVBinarlayar 6,11,121 17;18, 23, 24, 26, 39, 38, 36 INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER >P -HOOK ANCHOR QTY. (SEE DETAIL PIT. 13) GLASS —_ Y E8: 6, >HEAD & SILL (4&S) >JAMB ANCHOR Q1Y. DOOR HEIGHT . :T' , . Ii- PANE.. WIDTH FRAME SIDE '" l 'J :I' 1' ' DESIGN PRESS. . rr -;: - a 6T b,. 3• ., 24° (20) H&8 C4 +1 '04+1 C4+1 • C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4 +1 C4 +1 C4 +1 JAMB 8 8 8 8 8 8 9 9 9 9 9 9 NOOK 4 4 4 4 4 4 8 6 6 8 6 6 DE IGN PRESS. .7r,', c' ' ;. rv. `-- H&S JAMS DESIGN - -4 :., ' T!-I NimEiNmL7.r .;.T: . _r;., miiiii 36°(30) 1Z �:n":.: Irma lr'il mamma tom uma1?.i Kam 1 1 ''1? - ODOIIIIMINIMIO MUM ICE MAI t Lilia.Ei MI NMI ICA IIK111111311 Mil MI NMI 111:111 r'O� NMI ;. IMIll DE PRESS. r1, ! ;:_; -_ P OOK 4 4 HIM 4 6 MN 8 5 5 DES NPRE= , ..7 T Ord. r ic: :13 :. 48°(49) H&S NO NO C4+2 NO i NO C4+2 NO NO C4+2 NO NO C4+2 JAMB 9 8 8 ; 9 8 8 10 9 9 10 9 9 400 4 4 6 4 4 6 8 8 8 6 6 0 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4112" OR 8114° SILL- 2. WHEN USING THE 2 3/4" S ILL, POSITIVE DP IS 60 PSF MAX: AND WITH THE 31/1' SILL, POSITIVE PRESSURES IS 73.3 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 8A: 3.2 314 ", 3112°, 41/1° AND 61/4 SILL HEIGHTS AR ETESTEDTORWA1ERINPILTRATION WHEREAS THE 1 NB" SILL IS NOT AND MUST ONLY BE USED WERE WATER RESISTANCE IS NOT REQUIRED. POSFTIVE DESIGN PRESSURES SHOWN IN TABLE 8MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING ODDS (SEE ADJACENT DIAGRAM) THIS CONDITION I8 NOT RATED FOR WATER INFILTRATION. 4: ANCHORTYPES 't- 114" ELCO ULTRACON (FORMERLY TAPCON) 2.114' ELCO SS4 CRETE-FLEX 3. #12 STEEL SCREW (G6) 6. SIB: SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. '.8: GLASSTYPEREYS: (SEE NOTE 1, SHEET 1 FOR DESCRIpTRONS)- • TRUD@PVB OR SS I 6.8 7118' LAMI:BN HS 11,12 - 9118" LAMA (AN- HS- W/DBPVB_OR SSPVB) V, 18-1 11 16' LAMI1 .R.3118°TEXT. CAP, 318" AIR SPACE &7(18'17 011-HS WIDBPVBORSSPVB) 23,24.1"1118" LAMI 1. . 3116" T EXT. CAP, 8/18°AIR SPACE & 9116" LAM! (Ad4 W/p6PVB OR SSPVB) 29,30 -1 1116" LAMA 1.9.1/4" T EXT. CAP, 5/18* AIR SPACE & 7118' LAMI (MO, W/ p8PVB OR SSPVB) 38.36 - 1'1118" LAMA LG.1I4 "I EXT. CAP, 114" AIR SPACE & 9118' LAMI (AN-B WI DBPVB OR BSPVB) OH LENGTH OH HEIGHT L) SEE NOTE 3 OVERHANG OH LENGTH OH HEIGHT EQUAI. TO 1 OR GREATER TABLE GA. SILL HT. VS POS. DP BILL HEIGHT POS. DESIGN PRESSURE 1618" NIA 2 3/4' +80.0 PSF 3 1/2" +73.3 PSF 41/2° +100.0 PSF 6114° +105.0 PSF SEE NOTES 1-3 AAA ter Now OF JAL R FFJC 81107 IsAtfros A NO CHANGE THE SHEET N/AVOPANDANdit/WIE MAE eosotlye Liam 10701Fa YOLOOVOWWB AOIO788$ R 81278' PLlw C76� Vhthly Better breekala !WAND A NCHOPA GE LAMA &LAM LG TABLE 6 ALUM. SLIDING GLASS DOOR, IMPACT w"e6aoa woe .,R RK X780 I NTS 1bS9 ' 23 I w.eyem 8100-11 I B P.ES88705 HVHZ ANCHORAGE REQUIREMENTS NOTES: - - --__ ,1.. APPROVEDARCH0R TYPES : 1)114° ELCO ULTRACON (FORMERLY TAPCON) 2)114° ELCO SS4 CRETE -FLEX 3)312 STEEL SCREW (05) 2. ANCHOR LOCATION WAGING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-8. SHTB. 4.9: HEAD AEU.-- ..........8"MAX FROM FRAMECORNERS. -U SESPEaREDCLUSTERFROMAPPROPRIATETABLES ;SHTS.WAT EACH IN I tRECCK AN[TSTRAIDHTAND CORNERAS1RAGALLOCATION, • PLUS SPECIFIED MAMMY OF ADDMONAL ANCHOR$ PER PANELME W FROM CORNER ARMORS OAK BE INCLUDED). ADDmONAL ANCHORS 24_ MAX. ON CENTER. -- SEE EXAMPLE ANCHORAGEP CANS- BECOWANDEXAMPLEIXOSTERSONSHT.; 11. JAMBS &P - HOOKS... 711/18' MAX. FROM BOTTOM AND 24112 MA)(. -oz. UTLIZA4G WCHOR MAMMIES-FROM APPROPRIA'FE-TABL-ES, SHTS.44 SEE P4IOOK ANCHOR DETAILSONSHHEEET'I3 MICIiORB PER PANEL° ARE THOSE INTERLOCK SEE CLUSTER DET., SHT.11 ASTRAGAL 1 ATTHE HEADAND SILL BETWEEN 1 CENTERLINE CENTERLINE INE 1 CLUSTERS OR THOSE BETWEEN A 24° MAX O.G. 8' MAX CLUSTER AND A FRAME JAMB OR I P-HOOK I� 24" MAX O.C. EXAMPLE OXX ANCHORAGE PLAN: C5+2 & SILL ANCHORAGE *PANEL. 2 -TRACK EXAMPLE SHOWN) _ (20) ANCHORS TOTAL (3) PANEL, 48" x 98" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE SEE CLUSTER 7- DETAILS, SHT. 11 (7) P -HOOK ANCHORS FIRST ANCHOR AT BOTTOM TOBEPERPENDICUTARTO GLASS. ANCHORS THEREAFTER ALTERNATE PERPENDICULAR AND PARALLEL TO GLASS. SEE SHEET 13, P-HOOK INSTALLATION DETAIL. INTERIOR INTERLOCKCENTERUNE 0512 & CORNERS = an ANCHORS TOTAL AT AND AT SILL 4 C8 2 05 2 08 4 X x xx x x 711PIr MAX 4 24 1P2' MAX. 0 x x x _ 711/18' MAX x X x x qx xx x x x x Ir-- @'MAX, TYP. x X It T 11H8' MAX. x� xx 1 24112" MAX 0.0. x x x" x x x x x 711118° MAX x - L_ " 24 "MAX. G.G. 9M CORNER (10)JAMB ANCHORS ® EXAMPLE OX-X0 CORNER ANCHORAGE PLAN: (4) PANEL, 48" x 98" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE MIN. CLUSTER, TYP. 3 0 �•- $'MAX SEE CLUSTER DETAILS, 8HT. 11 24" MAX O.G. EI(TERIOR Ib,"doax erueepe Dm area F.K 1W13111 ara f1/BD7 beta MAIM a A abeasna !tomOMWGE7M$$!EET NOV E ANC OR MIN TD8R6497 ONSI IX ANCNORPIAX Aft I 7ovAw7 1070 TECIIHO.OGYDRn@ F18@74 BGT. Visa& Amer ANCHORAGE SPACING & EXAMPLE PLANS ALUM. SLIDING GLASS DOOR, IMPACT ,*.lM Nis L 0, ab,x /bWxate fic 1 * 10 al 23 I 8/00-1/ 0,11uul,,,, \‘‘‘ 1 1:114f%! : No. 86705 * "Mile A. LYNN 1®LM, P.E. PAS SPX r INT. i *--INTERLOCK I I CENTERLINE j 3.313 1.658 .164 TRACK.- ASTRAGAL-t INTERLCCX 4 ANCHOR CLUSTER 3.313 2 TRACK. 0GT810E CORNER ® 8 ANCHOR CLUSTER !� 1 � �• � EXT. 2•TRACK. INSIDE CORNER 8 ANCHOR CLUSTER 3.313 CENTER NE I INTERLOCK CENTERLINE INT. 1.658 3.313 3.313 0 INT\ 4.184 L `-- 4.154 4 -TRIM. ASTRAGAL! INTERLOCK 4- TRACK. ASTRAGAL/ INTERLOCK A 4 ANCHOR CLUSTER A 8 ANCHOR CLUSTER 3.313 1 2.628 3.313 3- TRACK. OUTSIDE CORNER ®10 ANCHOR CLUSTER Oft I' Poi .6i .i.t .1 ,,- 3- TRACK. INSIDE CORNER A 10 ANCHOR CLUSTER } � t41,{.t ort- .4„4 �- - ---- °3313 --- --- --- - - - - -- L 4 -TRACK OUTSIDE CORNER 4- TRACK. INSIDE CORNER A 10 ANCHOR CLUSTER A 8 ANCHOR CLUSTER roar -qc mre Raw new f�om9p P1L Oda FK meow: A A704-710071001000041811:800007015710080080081070866.8. 0.000: oftw NO CHANGE THII3 SHEET liC 70(8X87 FL P.a BQX1r NOX0306 NEW ANCHORAGE EXAMPLE CLUSTERS ALUM. SUDING GLASS DOOR, IMPACT 860780 I NTS 111 of 23 I 8100.11 P.BA 88708 SEE 1" MIN E.D. TIP. 114* MAX. SHIM WOOD ANCHOR TYP., SEE NOTE 2 DETAIL AA. 2 -ABACK FRAME HEAD WOOD.I STALLATTON 2x WOOD BUCK TYP., SEE NOTE 3 217/32° O.C. WE' MIN. DETAIL AB, 3 -TRACK FRAME HEAD WOOD OSTALIATK 114" MAX SHIM 114" MAX SHIM CONCRETEANCHOR DETAILAC.2 -TRA HEAD SEE NOTE 1 DETAIL, AD. 3- FRAME HEAD CONCRETE INSTALLATION CONCRETE INSTALLATION 217132° 0.C.. TYP. A CONCRETE ANCHOR TYP., SEE NOTE 1 CENTER ANCHOR STAGGERED ON 3- TRACKTYP SEE MOTE d�f mal. ■ I j SEE NOTE B �i 4i ma,. 4a r s�xe . .. "NMA 217132° O.C., TYP. TYP. DETAIL AE, 2 -TRACK FRAME SILL WOOD INSTALLATION 2 17/32' O.C., TYP. E.D., pETAIL AF. 3 -TRACK FRAME SILL WOOD INSTALLATION WOOD ANCHOR 'TYP., SEE NOTE 2 217/32' O.C., TIP. DETAIL AJ. 4-TRACK FRAME SILL WOOD mTALLATION 2112' DETAIL. AG.2•TRACKFRAME'SILL CONCRETE INSTALLATION .a.0 2. A Sv• 2112" MIN: E.D. TYP. DETAIL AFL 3-TRACK FRAME SILL CONCRETE INSTALLATION 3.4 K81 MIN. CONC. TYP. CONCRETE ANCHOR TYP„ SEE NOTE 1 217/32"0.C., M SEE NOTE 8 • 21/2' MIN. E0.TYP. DETAIL AK. 4-TRACK FRAME SILL OONCRETE INSTALLATION A NOTES PERTAINING TO ANCHORAGE DETAILS ON MTS. -13: [81 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE OOUNTYAPPROVED ELOO 114° ULTRACON (FORMERLYTAPCON)- MINA 3X' EMBED. OR 114" ELCO SS4 CRETE-FLEX -1314" MIN. EMBED. 2, FOR WOOD APPLICATIONS USE 812 STEEL SCREWS (G5). 1/4" ELCO884 CRETE -FLEX MAY SE USED INSTEAD OF 912 SCREWS. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1112°THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1112° TFICK OR GREATER. INSTALLATION TO THE SUMMATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AFLJ). 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE AMINIMUM STRENGTH OF 6003-T5 AND A MINIMUM OF 1/8" mac THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE912 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-0, SHTS. 4-9, FOR ANCHOR TYPE 3 ARE ACCEPTABLE 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NONMETALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Re„aAp IDer iisfebiss '""J.J 1 �+3H! swoop we AK navy atom* JC IMO NO CHANGE THIS SHEET Itsibtar A OhmutAc .W. AOD47RUN FRAMS BAADEMAIA DSULANCENTERAMCIAIRAMR DGs 10)07123flAMOGYDA NOKOMIS. It aM P.Q.t41641 MOIfOM� FL sar4 et GT WW* Netter ANCHORAGE DETAILS 74L' UM SUOING GLASS DOOR IMPACT pemaft Gees oe dsgilb. ws ammo I NTS 1M12 s 23 I 8100-11 PRODUCT REVISED as can ply ng with Am YloT d. Haft Codo Acceptance - Li9 TIC F- ye; • yYNN Li * _. to. y8705 • ', /` tO!'NA- .` A. LVNN BUER.P.E. PEA $8705 13/8" MIN. 114" MAX SHIM --�-1 r 114" MAX SHIM WOOD I CONCRETE ANCHOR, ANCHOR TYP., SEE ..a r, TYP.. SEE NOTE 2. } NOTE 1, SHE 12 ! SHT. 12 2x WOOD BUCK TYP„ SEE NOTE 3, SHT. 12 META]. AM. 2 TI AQC FRAME JAMB WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 DETAIL AL, 4 -1RACK FRAME JAMB WOOD INSTALLATION WOOD ANCHOR, SEE NOTE 2, Slit 12 AN HORQUANTMES FROM TABLES 1.5, SAM 4 -8, PERTAIN TO THIS ANCHOR LOCATION 21L MIN. E.D. 114" MAX SHIM —01 CONCRETE ANCHOR TYP„ SEE NOTE 1, SHE 12 lx WOOD BUCK TYP., SEE NOTE 3, SHT.12 3A K8I MIN. CONC. OR 1.51631 C AAU.TYP. ELCO 114" TAPCON (MIN. 13/8° EMBEDMENT) OR 8140 114" 884 CRETE -FLEX (MINA 314" z 1/2 EMBEDMENT) MIN. E.D. TYP. 1x WOOD BUCK TYP., SEE NOTE 3, SHE 12 DETAL AN. 4 -TRACK FRAME JAMB CONCRETE INSTALLATION 2x WOOD BUCK TY?, SEE NOTE 3, SHE 12 pETAIL AP, 3 -TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING --� 13111" MIN. WOOD ANCHOR SEE NOTE 2, SHT. 12 711/18° MAX FROM CORNER, 24112" MAX (FIRST ANCHO pETAIL AR P-HOOK R) WOOD INSTALLATION AIL AO 2- INSTALLATION '. ELCO 114° TAPCON (MIN. 1318' EMBEDMENT) OR ELCO 1/4" 8114 CRETE -FLEX (MIN.13144" EMBEDMENT) 114" MAX SHIM —1 CONCRETE ANCHOR TYP., SEE NOTE 1, SAM 12 3511 4 3116" MIN. O.C. TYPFCALJAICWBTER 1x E.D. 1x WOOD BUCK TYP„ SEE NOTE 3, SHT.12 4.:;+' {+- 3.4 KSI MIN. CONC. OR 1.5 K81 CMU, TYP, DETAIL AO, 3 -TRACK FRAME JAMB CONCRETE INSTALLATION ELCO 1!4" TAPCON (MINA 318" EMBEDMENT) OR ELCO 114" S84 CREIE-FLEX (MIN. 1314' EMBEDMENT) ; ••ti'•" CONCRETE ANCHOR, SEE NOTE 1, AMT. 12 ANCHOR QUANTITIES FROM TABLES 1$, Slit. 4-11, PERTAIN TO THIS ANCHOR LOCATION. 11" MAX FROM CORNER, 24112" MAX O.C. DETAIL AS. P-HOCK CONCRETE INSTAUATION 3A KSI MIN. CONC. CONCRETE ANCHOR SEE NOTE 1, SHT.12 711/18" MAX FROM CORNER, 24 1/2" MAX O.C. (FIRST ANCHOR) me. Mamma,: J„C Ammar FA Aele FFJC 0/1R1 cot 10/7511 Oes Malts RWAlom 2 NO CHANGE THIS SHEET OMD4- T/L4Ofnowirousoznuts dL )t OV UFDAIE W IT. MER ALL DEMA&. AR9� ra t�9 R.90274 FIGT Rater ANCHORAGE DETAILS ALUM. SLIDING GLASS DOOM IMPACT 888420 I NTS� 3 a 23 I 810011 I B DETAIL V, SHT. 18- J DETAIL V, SHT. 18 1-DETAIL 'A, SHT. 18 DETAIL' , SHT. 18 1917116" MAX WIDTH NOTES: 1. SEE SHEET 18 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 60'. SHTS.16.20 FOR SECTION DETAILS AND *ITS. 4-13 FOR ANCHORAGE DETAILS. 2. REINFORCEMENT LOCATIONS: REINFORCEMENTS ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS. SEE SECTION DETAIL C, SHT.18. 3. DLO WIDTH = NOM. PANEL WIDTH • 7 29132, DLO HEIGHT = DOOR HEIGHT -3318' 4. (1) LOCK (ITEMS 164 -181) AT EACH LOOKSTI.E, LOCKING INTO KEEPER (ITEM 170)AT FRAME JAMB OR ASTRAGAL. DETAIL E', SHT. 18 DETAIL V, SHT. 18 DETAIL 'Es. SHT. 18 128 MAX HT. TYP. SEE NOTE 2 OXXX (2 TRACK) DETAIL?, SHT.1 A DETAIL V, SRI. 19 SEE NOTE 2 DETAIL 'Q', SHT. 20 SEE NOTE 2 SEE NOTE 2 -.f DETAIL F.. eHT.16 HORIZONTAL SECTION A-A XX -XX (2 TRACK OUTSIDE CORNER) DETAIL'S', SHT. 18 -� ('ice, ( *) - DETAIL'. SHT.19 823132' MAX. DLO TYP. DETAI.'G'. SHT. 18 - DETAIL 14', SHT. 19 PANEL TYPE DETAIL 'J' 8HT.16 PANEL TYPE SEE NOTE 2 le 1 108 618' MAX DLO TYP. DETAIL 1P, SHT.16 OXXXp (3 TRACK RIGHT POCKET) DETAIL %A MT. 19 -.- DETAL 1_'. 8HT.19 DETAIL ITN, SHT. 19 PANEL TYPE PANEL TYPE PANEL. TYPE DETAIL 'O', SHT.17 PANEL TYPE 7Y SEE NOTE 4 SEENOTE2 le DETAIL 12', SHT. 17 XXXX (4 TRACK BY-PASS) A 10113,11 Rabbi= Cats RFC ONO NO CHANGE THIS SKEET A AODE7PANDEDCOlef i,DYal=0 CORNER DOOR E'XANRE OWIDE• BE A =WW1me oar REWSE NOM CON Relff. APAR:MO ?: OY.L. Jam0307l IDROTECHNOLOGY aRIVE NOICOINA R.8438 ROBQX46 1 NOKOMIS, PL3E;74 PAGT VtgLPy Ber�ur EXAMPLE ELEVATIONSICONFIGURATIONS ALUM. SLIDING GLASS DOOR, IMPACT SUD7BO I N7 174 d 23 ` X810041 B PRODUCTREVISED as =Wylie with the Flaida Building Code AccePlenc*No 0 a la 4YNN �'�,,, VCENSF• •.,•F+ �� * No. 56705 c -o aye Pi 11 /''7SSIONAI -� "∎` ‘‘ A. LYNN!( P.£. P.E.$ NM PANEL LETTER PANEL LETTER SINGLE co INTERLOCK LLC FIXED LOCKSTILE GR R FIXED LOCKSTILE SINGLE INTERLOCK (BOX OUT) LOCKSTILE LOCKSTILE T ASTRAGAL p OUT L� LOCKSTILE v BOXM ASTRAGAL IN (BOX IN) ASTRAGAL Rze LOCKSTILE IN A SINGLE INTERLOCK LOCKSTILE LOCKSTRE S (BOX OUT) (BOX IN)) Y ASTRAGAL L OUT D LOCKSTILE SINGLE INTERLOCK LOCKFIXF_D STMLE a ASTRAGAL LOCKSTILE cj DOUBLE INTERLOCK DOUBLE Q MI ERLOCK LOCKSTILE J BOX OUT) LOCKSTILE YR DOUBLE co INTERLOCK IBC FIXED LOCKSTILE J (BOX IN) LOCKSTILE 9 OAT aASTRAGAL. IN NOTE: 1. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS EQUALS 60° A 4 INTERIOR (ALL PANEL TYPES) BOX IN DOUBLE INTERLOCK r ASTRAGAL IN M LOCKSTILE (BOX OUT) LR oxour .rTV BOX IN) ASTRAGAL OUT SINGLE INTERLOCK cm DOUBLE INTERLOCK CS A ASTRAGAL RECEIVER 1+• en SINGLE INTERLOCK ASTRAGAL OUT SC A SINGLE in INTERLOCK ASTRAGAL OUT •; SINGLE UQTERI.00K QS cm SINGLE INTERLOCK :tart ASTRAGAL RECEIVER CORNER 4 SINGLE LOCKSTILE �IIERLOCK ASTRAGAL IN .,Lis V BOX IN) B In SINGLE INTERLOCK SQ A SINGLE INTERLOCK LOCKSTILE SINGLE rn INTERLOCK WM_ l ASTRAGAL IN ASA ASTRAGAL. RECEIVER en SINGLE INTERLOCK SHOW rn 1ED SINGLE INTERLOCK INTERLOCK SA SINGLE INTERLOCK F SINGLE in SINGLE INTERLOCK E;39 INTERLOCK CI .1t1 LOCKSTILE cORNER ASTRAGAL RECEIVER 1:c3 SINGLE INTERLOCK E SINGLE INTERLOCK SINGLE INTERLOCK IC SINGLE rn INTERLOCK LOCISYME 1 DOUBLE DOUBLE INTERLOCK INTERLOCK CFA ASTRAGAL FIXED a� LOCKSTILE RECENER SINGLE INTERLOCK LOCKSTILE FC A FLED LOCKSTILE ASTRAGAL RECEIVER Rowdily DM RIAICOS Mader vsb, r* IOW Drer Fib _ 8i1dV7 tOHalt Rye NO CHANGE )Th$ SHEET NW PAW OPTICOC FOTOPAOAVATeoo rmmrGP GROW NW A MOB IOW IOPWLNQM PAID. ODiHOFQC. ref o� I Jd XGAOD7 PANEL TYPES 10TOWNWNOLOGV WOE WIXOM FL NEW ALUM. SLIDING GLASS DOUR IMPACT f FLSW4 we*Benet "'ma'am) 171, 3175 . xt I N'810041 *.l LYNN R.j'44 `��'t \jGENSB '• r] EXTERIOR INTERIOR t> (ALLVERT. SECTIONS) 106 W8 max DLO TYP. DETAIL 'E' DETAIL 'J' 24 OR 25 24 OR 25 • DETAIL 'F' 4010 T92NQLOGY DRAM ligh0M141,Fi 342M P.a 0QX 1899 NOKOMIS R. MN FX FF.nc 8/U07 e1S'11 rake I IVO CHANGE 77-US SHEET CORRECT MU" NUINER8 TOMATp1 PARIS UST MOW DETAIL 'K' p1l.RTIcAL SECTION DETAILS —. ALUM. SLIDING GLASS DOOR, IMPACT '4b4 e'. sesi o 11/2,(118 118 ' 23 r 8100-11 PES897O5 EXTERIOR VITERIOR E (ALL PERT. SECTIONS) 2 3W SILL HEIGHT 3.830" RISER 4lir SILL HEIGHT 108 8/8' D A DETAIL'O' TYP. 4.409' RISER • HEIGHT SILL RISERS OPTIONS Ressdayt Dam A RalettEX FX 10/78111 NO CHAIM THISBHEET oM wame• F.7G7 Mailikatr A. Aooa7ASS OA P.441RACKWASAA a fit.. CM A c f W fATB ro b mt oa r. fMmmu$c l ebt .tl. MOW 107071=011110100Y DRIVE tiONOAA1A ACM arum 83074 VER77CAL SECT. DETAILS & SILL RISERS OPT. ALUM. SLIDING GLASS DOOR, IMPACT OxImMeart 8a•rt 8mm 860760 1/2X 117 x23 810041 I B V �‘` N� LY NSNN M 1j�'i ti �����'GEc Q * No. 58706 k A. LYNN MIU.ER. P.E. P.E35B705 NOTE: 12' LG.'0' PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL DETAIL 'A' (FIXED PANEL) .7--ifirArArAff 4212 ITEM 148 NOTE TABLES 3 AND 8, SHEETS 8 AND 8 REINFORCEMENT REQUIRED ONLY IN THE EXTERIOR INTERLOCK OF DOORS REQUIRING REINFORCEMENT • INTERIOR (ALL HORIZ. SECTIONS) 0. EXTERIOR DETAIL 'C' (REINFORCED) babas arably PX F.G Oda 10113111 DEW 11610? bac WWI Te efifee z NO CHANGE TiId4SHEET CIDERE r METEERsmmamlPART u97 NEV OFT Et NOTECONCIETNINEREATERCEEENT 10701ECHNOLOGY NOKOMItt ALUM P.a0QX167B 1L3V4 DETAIL 'B' Vie* Hager DETAIL 'D' HORIZONTAL SECTION DETAILS ALUM SLIDING GLASS DOOR, IMPACT 500780 I J2x 18 a 23 rim*. 1 B DETAIL 'G' (FIXED PANEL "O ") MOTE: 12° LO. V PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL SCREW ITEMS 132 AND 134 LOCATED 11/2° FROM EACH END OF BRACKET INTERIOR ALL HORIZ SECTIONS) EXTERIOR DETAIL 'H' ® DETAIL 'M' (NOT REINFORCED) Amex 4A aseep nowt* EX 10/19/!1 Debt 7 x/07 Asebbm AWE= A feAsWes e•t NO QLANOE 7FOSSHEET COR 671fY1WA�10YATOMPAIMEA:. ,�onmasLa (F�rcICOHIAaae wa DETAI aOWIERLt Oft 1070 TECHNOLOGY DRAW P.O.B1g NORMA 8.34274 HORIZONTAL SECTION DETAILS ALUM. SLIDING GLASS DOOR, IMPACT gizmo 1 MI 18 " 23 I '68100.11 B „%\‘‘(;44 LYNN Aqr; * • No s3708 a` Is 61 wisioNa. a 1.414eni adk, P.e. P.E.O W7O8 DETAIL 'Q' A (OUTSIDE CORNER, 2 -TRACK SHOWN) 1 EJCfOR + PRODUMBVISED AewgittwNo DETAIL'R' (INSIDE CORNER, 2 TRACK SHOWN) • tivAdats J110 o/13H, RiAsSlip RJL ileaseltos MAW Oft [MITT RetAas 8 Rogifte A CWa409}e NO CHANGE THIS SHEET WITIATADIIIM d AND �RMAAS. dee¢ IEGIINOLOGY DRIVE F1.31278 �va. � fLS42T4 HORIZONTAL SECTION DETAILS, CORNERS ALUM. SLIDING GLASS DOOR, IMPACT llaratvie pug= 9QD7o0 - I 19 23 8100.19 1.1-3 ,���'ii JGEk1�c''•.W , o.89703 f,: ic - °LATIN #41,f- A. Vitalik3346.¢. t PRA 800780 PANEL PARTS TEM 1 2 3 4 5 11 12 13 15 18 19 19A 20 21 22 24 25 28 28 32 40 42 44 48 47 48 60 61 62 63 84 65 58 59 80 61 62 70 71 72 73 74 75 DWG POT 8012 68012 B/W 8104 88104 BAN 1844 816440 8102 68102C BAY 7070 6707010 8014A 83014A B/W 80138 68013A WW 81038 881038 BMW 8105 68105 B/W 8138 68138 9/W 7616X2LBOL1X 8197 4819714 78X34PPTX410 1896 71695K 710X115PPX 8153N 78163N 8153X 78153X 8022 68022 (B/W) 8146 68145 (0/W) 8146 88148 (B1W) 8148 68148(B/W) 8149 68149 (BMW) 8150 68150 (BMW) 1224 6TP247(K) 1643 61643K 1052 71062K 8047 78047K 6185 78185X 8184 78184X 71032XIFPFX 7103x39 DESCRIPTION PANEL STILE STILE ADAPTER (FDOED AND LOCKING) WEATHERSTRIP, .270 X.187 WSTP 4PLY GREY INTERLOCK ADAPTER (LEFT AND RIGHT) NEOPRENE BULB WEATHERSTRIP TOP RAIL 1 SMALL BOTTOM RAIL TALL BOTTOM RAIL SNAP RAIL ADAPTER BACKER PLATE SCREW COVER 5/16 X2° LAGBOLT, (STAINLESS) LAGBOLT WASHER, NYLON 08X 314" PHIL PAN TEK SCREW 410 SS 1 1/2"W X 1"L X 3/491 FIN SEAL DUST PLUGS SCREW 010X1 1/2" PHIL PAN SMS TANDEM NYLON ROLLER ASSEMBLY TANDEM STAINLESS STEEL ROLLER ASSEMBLY INTERIOR BEAD 7/16 OR 9/18 LAMINATED BEAD (OGEE STYLE) 1 1/18 LAMINATED BEAD (OGEE ST(LE) 9 18" SQUARE BEAD 1 1118° IG SQUARE BEAD 7/18° SQUARE BEAD VINYL GLAZING BULB FOAM FILLED NEOPRENE GLAZING BULB SETTING BLOCKS 1 "X3/4° X 1/18". LAMI SETTING BLOCKS 1° X4" X 1/8°, IG GEMINI LOCK W/ LONG TRIM PLATE GEMINI LOCK W/ POCKET TRIM PLATE 10-32 X1°10 FLATHEAD SS SCREW W/TYPE "F" TIP 10-32 STEEL ZINC U- NUT DOW 899, 995 OR INSTANTOLAZ E GLAZING 3WCONE 8188 68156 B/W 8175 48176 WB 8111 88111 BMW 8110 6811013/W 8112 INTERLOCK TRIM COVER CORNER ASTRAGAL SEALS GARNER RECEIVER ASTRAGAL CORNER LOCK ASTRAGAL 68112 GLASS, 7 /16 LAMI - 0 GLASS, 9/18 LAMI - GLASS, 1 1/16 LAMI 1. GLASS, 11/16 LAMI LG 1 1/18 LAN) 1. GLASS, 11 /16 LAMI LO $ CORNER BACKER PLATE PITONS 1,2,3,4,5 8 6 OPTIONS 7,8,9,10,11 & 12 G. W/ 3/18 CAP & 7/18 LAM) - OPTIONS 13-18 G. W/ 3118 CAP & 9/16 LAMI - OPTIONS 19-24 G. NW 1/4 CAP & 7/18 LAM) - OPTIONS 25-30 O. W/ 1/4 CAP & 9 /16 LAMI - OPTIONS 31.36 030780 DOOR FRAME PARTS ITEM 100 101 102 103 104 105 106 107 DWG 6 POT 8132 68132W,B 8133 88133W,B 8134 68134W,B 8135 68135W,B 8108 88108 BAN 8109 68109 BM/ 8120 68120A 8116 68118A DESCRIPTION 4 TRACK JAMB 3TRACKJAMB 2TRACKJAMB 2 TRACK JAMB W/ SCREEN TRACK P -HOOK P -HOOK MOUNT 4T SILL ASSEMBLY 3T SILL 800780 DOORFRAME PARTS CONTINUED ITEM DWG II POT 0 DESCRIPTION 108 8118 88118A 2T SILL 109 8116 68118A MID SILL COVER 110 8117 68117A INT- EXrSILL COVER 111 8121A 88121A W/8 4T SINGLE HEAD 112 8124A 68124A WB 3T SINGLE HEAD 113 8127A 68127A WB 27 SINGLE HEAD 114 8128A 08128A WE 27 W/ SCRN SINGLE HEAD 115 8140 58140A SILL RISER, 15/8" 116 8139 88139A SILL RISER, 2 314" 117 8138 88138A SILL RISER, 3 1/2' 118 8137 88137A SILL RISER, 41/2 119 8182 88182A SILL RISER, 51/4 120 8183 88183 SILL MOUNTING STRIP 121 8119 881164 EXT. SILL COVER WSCRN 808780 MISC. 8 KIT PARTS ITEM DWO R1 POT 0 DESCRIPTION 125 781 PQA FRAME SCREW 08 X1 TYPE A IWINFASTTHREAD 128 1270 7PAD110 PAD, OPEN-CELL FOAM ADHESIVE (1/2 X1 1/8) 127 1179 710X34PPSDAX 010X3/4" TEK TIP PHIL PAN SCREW 128 353 7SDKEEP SCREEN LOCK KEEPER 129 727 411318K SCREEN KEEPER SPACER SET 130 847 131 41722W,K,S 72087K ROLLER ADJUSTMENT HOLE PLUG BLACK BUMPER FRAME JAMB) 132 78X38PPAX 46 X3/8° PHILLIPS PAN HEAD 18-8 SS 133 44432 W,B COME A LONG 134 1155 781PQX 8 X1" LONG COMBO SQ/PHIL SCREW 18.8 MST 135 1688 716980 1 618" W X3/4" LX 7/8" H FIN SEAL DUST PLUGS 141 4385 71164W,K,S 4 HOLE BUMPER STOP 142 78X38PPTX 88 X3/8' PAN PHILLIPS TEK SCREW 8188 68188 "0" PANEL BRACKET —12" LONG 148 8192 68192 M INTERLOCK REINFORCEMENT 110 8157 78157K HANDLE KIT IN- ACTIVE BLACK 151 8158 78188W HANDLE KIT INACTIVE SATIN WHITE 162 153 8159 8177 78159SN 78177B HANDLE KIT IN -ACTIVE SATIN NICKEL PVD HANDLE KIT INACTIVE BRASS PVD 154 8160 78160K HANDLE KIT ACTIVE NON -KEYED BLACK 166 8161 78161W HANDLE KIT ACTIVE NON -KEYED SATIN WHITE 168 8162 78182E01 HANDLE KIT ACTIVE NON -KEYED SATIN NICKEL PVD 157 8178 781788 HANDLE KIT ACTIVE NON -KEYED BRASS PVD 158 8183 78183K HANDLE KIT ACTIVE KEYED BLACK 159 8184 73104W HANDLE KIT ACTIVE KEYED SATIN WHITE 180 8185 75185814 HANDLE KIT ACTIVE KEYED SATIN NICKEL PVD 181 8179 781798 HANDLE KIT ACTIVE KEYED BRASS PVD 162 78168WR SECONDARY ACTUATOR KIT R.H. BLACK 163 8187 78187WR SECONDARY ACTUATOR KIT R.H. SATIN WHITE 164 165 8188 8168 78108SNR 781809 SECONDARY ACTUATOR KIT R.H. SATIN NICKEL PVD SECONDARY ACTUATOR KIT R.H. BRASS PVD 185 8169 78169KL SECONDARY ACTUATOR KIT LH. BLACK 187 8170 78170WL SECONDARY ACTUATOR KIT LH. SATIN WHITE 168 8171 78171SNL SECONDARY ACTUATOR KIT LH. SATIN NICKEL PVD 169 8181 761818 SECONDARY ACTUATOR KIT LH. BRASS PVD 170 8188 78188X 1" KEEPER 171 8187 78187X 314" KEEPER FJG IVU8T NOKOMIS.Wi� Pll BQX 11183 R. NM PARTS LIST ALUM SLIDING GLASS DOOR, IMPACT NTSI 21 «23 I 810041 B . <CENSF * I No. 58706 :pert STA .14.1. 4,��;fO'rN'A,`4}���.�` A. LYNN ma .'1.1.E. P.E.B58705 .506 —►I I•— .100 INTERLOCK TRIM COVER (58) MATL:8083-T6 DWG NO. 8156 7118° OG BEAD (28) MAIL: 6063 -75 DWG NO. 8023A .082 -�-- .713 1 4.409 L SILL RISER -5114° (119)MAT'L:6063.76 DWG NO. 8182 045 .717 FRAME SCREW COVER (18) N0.613 9118.OG BEAD MAIL: 6083.75 DWG NO. 8145 .713 .138 SILL MOUNTING STRIP (120) MAT L: 608346 DWG NO. 8183 11118'IGOGBEAD (32) MATL:6063 -75 A DWG NO. 8146 .713 SILL RSER -41W SILLRI R -3111 (118) MAIL: 8063 -T8 rim bum: i-TS DWG NO. 8137 DWG NO 8138 8118' SQ BEAD A40) MATL:6063.75 DWG NO. 8148 .713 SILL RISER -2314° (118) MATL:8083.78 DWG NO. 8138 PERIOR BEAD ( PAM 8083.75 DWG NCI. 8022 11!18° IG SQ BEAD (42) MATh 6063 -T5 DWG NO. 8149 .713 SILL RISER -1518' (116) MAIL: 8063.76 DWG NO. 8140 Anodes AAA oboe, PX FJC PAO /1 oft 0 A to eef NO CHANCE THIS SHEET tree $ .*40d 1* COSMOT77&!NUMBERS 701617CAEKIt 10707Rl9.0LOOTDRIVE NOKONA San P.a OQx1517 Natalia R.34274 13 Z VW* Bette. EXTRUSIONS ALUM. SLIDING GLASS DOOR, IMPACT NAakWt ears 9brC 0.1ftAh 71m SCAMP 11,2x 122 d 23 I 8100-11 B `.,\‘No No. 58705 • G 1�c1tt kz :3;;,31, A. LYNN IOC P.E. MOWN I'•" -- 4.741 -1 2.000 I PANEL STILE (1) NAM 6083 -T6 DWG NO. 8012 --al 1247 I•-- 1.081 .075 LOCKSTILE ADAPTER AAAT'L 8063 -TS (2) MIN. WG N.O.8104 .125 1293 KER PLATE (15) MAUL 8083 -T8 DWG NO. 8105 �� --- 9.002 1.938 .100 TALL BOTTOM RAIL • 8a (12) MAIL: 6083 -T8 DWG NO 80138 DOUBLE INTERLOCK (14) MAIL 6083 -T8 DWG NO. 8101 2.026 4.888 .125 (28) MA DWG NO. 8107 (4) MAT'L:8163 48 DWG NO. 8102 .420 2.442 (104) MATL• 608378 DWG NO. 8108 5.500 .110 L� P-HOOK 8003- MOUNT 1 A {108) MAIL: 8883 -TS I DWG NO. 8109 7.205 ---mot wl 2.099 NIID SILL CO ?ER CORNER BACK -UP PLATE (109) MAT'L: 6053 -76 DWG NO. 8115 (52) MATL:6063 -T6 DWG NO. 8112 r� .094 .312 1.1 1.084 1.938 T TTOMRAIL -41/2° (11) MAIL 608346 DWG NO. 8014A .140 1 8.618 tau r-1. 1.845 1.172 11.144 SNAP RAIL pIM eCi PANEL BiACKET MATL: 608348 (13)DWG O { ) DWG NO. 8188 .374 1.801 3.063 INTERLOCK REINFORCEMENT (146) MAT'L: 8108iT5 DWG NO 8182 2.838 CORNER LOCK ASTRAGAL {8'I) DING NO. 8110 MAT'L 608378 2 -TRACK JAMB (102) NAT'L: 6083 -T8 DWG NO. 8134 3-TRACKJAMB {101) MATL:8083 -T8 DWG NO. 8133 4•TRACKJAMB (100) MAT'L:6083 -1B� DWG NO. 8132 - .090 4 -TRACK SINGLE HEAD, (111) DWG NO. 11.863 4-TRACK SILL ASSEMBLY MATS:6083.T8 {1 DWG NO.8120 CORNER RECEIVER ASTRAGAL (60) D G NO. 811-71 3-TRACK SILL (107) MAT'L: 6083 -T6 DWG NO. 8116 1.616 ',1 1 � 1.405 0822 .098 1-.-- 8.088 ---..-I EMT-7-UL SII.I. COVER W /SCREEN INT --EXT SILL COVER 12 -TRICK SINGLE HEAD (12I) MAT'L:683 -72 (110)MAT'L:6 1.78 (113) MAT'L:6083 -T6 ® DWG NO. 8119 DWG NO. 8117 DWG NO. 8127A rl•e 7.443 2-TRACK SINGLE HEAD IN/SCREEN (120) MAT'' 608178 DWG NO.8128A -.080 .405 r 8.615 •--- -1 3 -IRAQ( SINGLE HEAD (112) MAT,.: 6063 -T8 DWG NO. 8124A 2- TRACK JAMB VW SCREEN (103) MAT'L. 76 DWG NO. 8135 PRODUCT REVISED es campl with the Florida Reed Rearlfqx FK &'1V7 UAW 1 MuYlnn: 8 NO CHANGE 71418 SHEET aft Statism A OLmUOl .1.t AVIMETA08671112. M. 101. 104 NOB 111. OAK raa4oan TAfMd4AQOR10RP 10TO TEC10112120Y ORM NOK MS,.FLMIN 1� N / Ra 384474 virb� 9eaalr EXTRUSIONS ALUM. SLIDING GLASS DOOM IMPACT ambOla SCUM I 123 a 23 I 8100 -11 N` olt IYNNtr., 4ON * No. 58708 • '0r•••••tiC8R10P:••' A.L1W1U1 aP.E. REA 58705 JOB ADDRESS 635 NE 105 Street Miami Shores FL 33138 WINDOWS BOOR WINDOW / DOOR Opening Information WINDOWS / DOORS MULLION BARS 1 2 3 1161/2 x 81 3/8 841 /4 x 83 3/8 841 /4 x 83 3/8 841 /4 x 83 3/8 50.0 80.0 35.9 45.2 50.0 65.0 36.1 45.8 50.0 65.0 36.1 39.5 50.0 65.0 36.1 39.5 11- 1018.12 11- 1018.12 11- 1018.12 11- 1018.12 13 - 1 1/16" Lami IG 17 -1 1/16" Lami IG 17 -1 1/16" Lami IG 17 -1 1/16" Lami IG N N N N THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. 2010 FLORIDA BUILDING CODE /ASCE 7 -10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES none 4") Mean Roof Height Tributary Area (sq. ft) (0) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 - 43.4 - 42.4 - 41.6 -41.1 - 40.6 -40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 - 44.0 -43.0 - 42.2 - 41.6 - 41.1 - 40.7 - 40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 - 44.6 - 43.5 -42.8 - 42.2 -41.7 - 413 - 40.9 - 40.6 -40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 - 45.1 -44.0 - 433 - 42.7 - 42.2 - 41.8 - 41.4 -41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 383 38.0 37.7 - 45.7 - 44.6 -43.8 - 43.2 - 42.7 - 42.2 - 41.9 - 41.5 -41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -46.2 - 45.0 -44.2 - 43.6 - 43.1 - 42.7 - 42.3 - 42.0 -41.7 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 - 47.1 - 45.9 -45.1 - 44.5 -44.0 - 43.6 - 43.2 - 42.8 -42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 - 48.0 - 46.8 -46.0 - 453 -44.8 - 44.4 - 44.0 - 43.6 -43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 - 48.8 - 47.6 -46.8 - 46.1 - 45.6 - 45.1 - 44.7 - 44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 - 49.5 - 483 -47.5 - 46.8 - 463 - 45.8 - 45.4 - 45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -50.3 - 49.0 - 48.2 - 47.5 - 47.0 - 46.5 -46.1 -45.7 -45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -51.0 - 49.7 -48.8 -48.2 - 47.6 - 47.1 - 46.7 - 46.4 -46.0 47.6 463 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6 -50.4 - 49.5 -48.8 - 48.2 -47.7 - 47.3 - 47.0 -46.6 36 482 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -52.2 -51.0 -50.1 - 49.4 - 48.8 - 48.3 - 47.9 -47.5 -47.2 48.7 47.4 46.5 45.8 452 44.7 443 43.9 43.6 -52.8 -51.6 -50.6 -49.9 - 49.4 - 48.9 - 48.4 - 48.1 -47.7 40 49.2 47.9 47.0 463 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 -50.5 - 49.9 - 49.4 - 49.0 - 48.6 -48.3 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 - 49.6 -49.2 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -55,5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 483 47.8 473 46.9 46.6 -56.4 -55.1 -54.1 -533 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -542 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") CATEGORY Engineering Services, Inc. 5 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784-6991 Tel / (954) 781 -5708 Fax / Info@c5es.com / CA Mean Roof Height Tributary Area (sq. ft) 00) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 ` 37.7 37.2 36.8 36.4 36.1 35 9 -53.6 -51.5 -50.0 - 48.9 - 47.9 - 47.1 - 46.4 -45.8 _ -45.2 b 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 -49.5 -48.6 - 47.7 - 47.0 - 46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -52.9 -51.4 -50.2 - 49.2 - 48.4 - 47.6 - 47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.8 - 49.8 - 48.9 -48.2 - 47.6 -47.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 -48.8 - 48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 - 48.7 -48.1 43.4 423 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 - 49.6 -49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -552 -53.9 -52.9 -52.0 -512 -50.6 -50.0 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54,6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -62.9 -60.4 -58.7 -573 -56.2 -553 -54.4 -53.7 -53.1 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 - 63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 - 64.5 - 61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 48.7 47.4 46.5 45.8 452 44.7 443 43.9 43.6 - 65.2 - 62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 452 44.8 44.4 44.1 - 65.9 - 633 -61.5 -60.1 -58.9 -57.9 -57.1 -563 -55.6 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 - 67.3 - 64.6 - 62.7 - 613 -60.1 -59.1 -58.2 -57.4 -56.8 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -68.5 - 65.8 - 63.9 - 62.4 -61.2 -60.2 -59.3 -58.5 -57.8 52 52.0 50.7 49.7 48.9 483 47.8 473 46.9 46.6 -69.7 -66.9 -65.0 - 63.5 -62.2 -61.2 -60.3 -59.5 -58.8 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -70.8 -68.0 - 66.0 -64.5 -63.2 - 62.2 - 61.2 -60.4 -59.7 60 53.6 -71.8 52.2 - 69.0 51.2 -67.0 50.4 - 65.4 49.8 - 64.1 49.3 - 63.1 48.8 - 62.1 48.4 - 61.3 48.0 -60.6 General Notes 1 These tables list allowable pressures (W.st), given as 0.6•WWr, where W„u is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site - specific drawing 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. ULTIMATE WIND SPEED (mph) = 175 EXPOSURE CATEGORY = C Tables are valid for the foliowina conditions only. 1 Wind Speed, (Vo, 3- second gust) = 175 mph 2 Risk Category II (General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd-1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Gcpi = 0.18 Consult an Enaineer for any oche conditions Instructions 1 Tables show the "worst case' design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes leas than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building corner, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shall be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less shah 3 feet: 8 Read the worst lase positive agd„negative design pressures for use as required by.go"vamutg building (epartment: Emma T. Melltnger, P . FL P.E. # 50049- Date: March 19, 2012 Not Valid without Signature and Raised Embossed Sea!