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RC-13-2609Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 214833 Permit Number: RC -11 -13 -2609 Scheduled Inspection Date: June 26, 2014 Inspector: Rodriguez, Jorge Owner: FRAME, ROSALINE Job Address: 680 NE 97 Street Miami Shores, FL Project <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132060171610 Phone: 305 -892 -6507 Building Department Comments NEW GLASS SLIDING DOOR REPLACEMENT FOR EXISITNG WINDOWS OPENING AND ADD STEPS Infractio Passed Comments INSPECTOR COMMENTS False Passed \Pa- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 214798. Open top and side of door for inpection June 25, 2014 For Inspections please call: (305)762 -4949 Page 27 of 32 PERMIT # j — CONTRACTOR: , A 2 .( (L) CoNS ZQ ,N, SUBMITTAL DATE: t 1 i 1 G fi 3 ADDRESS: 5' 0 q ' 7 NAME: (c-- RESUBMITAL DATES: PROJECT TYPE: - tvi-01533 1 ?' �• _ ZONING FIRE C -y,!' S HRSIDERM 1/94,x,- o-e, /. ELECTRICAL PLUMBING NOC MECHANICAL d 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 6W) 1\1 ' t "I" 1 Nuv i8 2013 NOV 10 2013 FBC 20 ID Permit No. Master Permit No. VCA 3 - C;c J ROOFING City: Miami Shores County: Miami Dade Zip: 33 13 Folio/Parcel #: Is the Building Historically Designated: Yes NO K Flood Zone: OWNER: Name (Fee Simple Titleholder): \OE kLl,1\tt e Phone #: )C6 335 r 6`3 Address: Uc2% N e E; 91 City: `` .ia S10 { S State: Tenan ssee Name: /� Phone #: Email: Ctrl & {C S a Lj. tdI � (y ('} ` 6�o ' CO n4 CONTRACTOR: Company Name: Address: Phone #: ,�.5�65---c City: F1 t Qualifier Name: State: Lres i�c e ci -e Zip: Phone #: State Certification or Registration Contact Phone #: DESIGNER: Architect/Engineer: Phone #: Certificate of Competency #: Email Address: Value of Work for this Permit: $__ Square/Linear Footage of Work: 1 00 Type of Work: ❑Addition UAlteration UNew ORepair/Replace ODemolition Description of Work: %/ //" ...s..Y ' r6 R . ' ' ' ' £is -i1' (fkc.a. F Color thru tile: **u* * * * * * * * * * * * * * * * ** * * * * *,u * * * * *** Fees************* ** ** * * * * * * * * * * * * * * *** * * * * * * * * ** Submittal Fee $ `' Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 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, 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 reins ection fee will be charged. Signature Own:;j' Agent The foregoing instrument was acknowledged before me this I eiy day of Cl lr , 2013 , by'12054 J S FoSr'R-, who is personally known to me or who has produced ( 19 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Er My Commission Expires: NOTARY PUBLIC v,.. Commission 0 9' ;EE173059 . •Q. nY9t4e4edr **4e4 *** Y*** * * *** *tk4r**** kid APPROVED BY ntractor The foregoing instrument was acknowledged before me this day of N O ,.20 «, by LE TI 43‘.0-3 t'. who is p to me or who has produced as identification and who did take an oath. NOTARY P 1II)1 "is,", Sign: �� /. Print: _ C�m�; �k c; My mmi i �s 4,.../ M Co Y' N. -��1/ r. FL ORS ®P\‘\ k 4raY** *k4t3edrdedtoY9t:Yi:**** ** Y Y ** ** YsY9ttk* *Frde4r9ea4& eY4e3r3e4Y**rk4e3 :3e3e ******eY*3e*3c*** 2,fi3 +\. Plans Examiner Zoning Structural Review Clerk (Revised 5 /2/2012XRevised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ti 13-1/4/13 Permit No: le c 13 -1.6.° 1 Structural Critique Sheet Page 1 of 1 12,04 .k -..elob Li c Jr- tom' 40 DetcrsgED . .4.4; 9£+E 1\1 OA #'S 0) Le VA T.® Sew RtviSeD sec-T(00 4 t✓ue ovrta1J trt4 4 i'rtit.EIM J5 CoWet. s(2 6) 146 t) 6 Pooe 14AA i t5 efrio uT3 ii Ikr See Liew S' &S• i wA 05 Ce 3oirgc STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re- submittal drawings. Mehdi Asraf Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: KdV6 c j2O C DATE: i g.. a l 13 \Tti)e(O'N-Utd.:-N Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. f . , '•.f Acknowledged by: � /. /.' .1....ii..r r1I1..�_1 PERMIT CLERK INITIAL: (Sig , ature) RESUBMITTED DATE: 4,2 i 3 PERMIT CLERK INITIAL: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 U Pii i3 Permit No: 12C I3- 2-4°1 Structural Critique Sheet 12_,A0 ‘s4.- •--- -.8-41VA-4-A +0 ej3 rtce_e_ 60 .14.,,v_..._ c_4:)....,,e...,-..de:e_._ A..: Page 1 of 1 '_ice r%01 .41-)t 4e0 . w L- J(1 It gam► -L, , 8C 4 E A- 741- g- S^ 30 V . • re2/6y /'roof J STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re- submittal drawings. Mehdi Asraf Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 December 12, 2013 Permit No: RC13 -2609 Building Critique Review 12 -12 -13 1. Pending structural approval. Vertical reinforcement should be splice a minimum of 48x bar diameter. and should be embedded into the foundation below and tie beam above. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 December 3, 2013 Permit No: RC13 -2609 Building Critique Review 1. 1. LANDING SHOULD BE A MINIMUM OF 36" IN THE DIRECTION OF TRAVEL. 2. 2. PROVIDE RAILING. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOAH, NOV 19 2013 PGT Industries 1070 Technology Drive North Venice, FL 34275 ScoPE: MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175.2474 (g 6) 315 -2599 e►aov/oar& This NOA is being issued under the applicable rules and regulations governing rJ,'d cis , �' ; terials. The documentation submitted has been reviewed and accepted by Miami -Dade &; °` n ``' y ty ' ". ` • ; :', rodu ��. . ntrol 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 AHD may immediately revoke, .modify, or suspend the use of such product or m dal - ' i aka jurisdiction. PRRA reserves the right to revoke this acceptance, if it is determined material fails to meet the requirements of the a This product is approved as described herein, On ! "` i to ► ly with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -780" Aluminum Sliding Glass Door (Reinforced /Non - Reinforced) — L.M.I. APPROVAL DOCUMENT: Drawing No. 8100-11, titled "Alum. Sliding Glass Door, Impact ", . sheets I 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 FACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall, bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", noted herein, ct Control Section that this product or RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change In the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 11- 1018.12 and consists of this page 1 and evidence pages E -I & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. APPROVED NOA No 12.0516.04 Expiration Date: August 02, 2017 Approval Date: August 02, 2012 Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTFeD. A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file # # 11- 1018.12) 2. Drawing No. 8100 -1I, titled "Alum. Sliding Glass Door, Impact ", sheets 1 through ;3 of 23, dated 05/01/2007 with revision "B" dated 10/13/2011, prepared by POT Industries, signed and sealed by Anthony Lynn Miller B. TESTS (submitted under file # H 11- 1018.12) 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 SOD, 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. 2. Test reports on: l) 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 SOD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) PTL -5618, dated 06/21/2008, FTL -5619, dated 07/0712Q08, F1L -5254, dated 05/17/2007 and FTL -5273, dated 05/07/2007 respectively, all signed and sealed by Carlos S. Rionda, P. E. 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, (Original submitted under files # 11- 1018,12/ # 08-1202.11) 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer", expiring on 12/11/2016. 3. Notice of Acceptance No. 11-0325.05 issued to Solutla Inc. for their "Saflex and Vanceva clear and color interlayers ", expiring on 05/21/16. 4. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "' Vanceva Composites Glass Interlayer", expiring on 12/11/13 E -1 Jaime D. Gascoh, P,E. Product Control Section Supervisor NOA No 124516.04 Expiration Date: August 02, 2017 Approval Dates August 02, 2012 NOTICE Or &CCEEPTANCEt EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by POT, dated 05/14/12, signed and sealed by Lyn Miller, P.E. 2. Statement letter issued by POT, dated 05/14/12, "Renewal with no change "signed and sealed by Lyn Miller, P.E. 3. Statement letter of conformance and compliance with the FBC-2007 and FBC -2010, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # 11- 1018.12) 4. Statement letter of no financial interest, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P. E.(submitted under f le # 11- 1018.12) 5. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015 -- 27.001 of the FBP.E, dated 10/07/2011 signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # # 11- 1018.12) . 6. Statement letter of no financial interest, conformance and compliance with the FBC- 2087, dated 11/26/2008, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 00- 12(02.11) 7. Lab compliance as part of the above referenced test reports. G. OTHER 1. This NOA renews NOA # 11- 1018.12, expiring on August 02, 2012. 2. Test proposal # 07-2583, dated 03/19/07 approved by BCCO. -2 <=)/ Jaime D. Gascon, P. Product Control Section Supervisor NOA No 12- 0516.04 Expiration Dates August 02, 2017 Approval Date: August 02, 2012 i GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GIAl A%TYPE OMKS: (GLASS RECPES ARE FROM EXTERIOR TO NTH A GLASS STRENGTFS.. a n T n HEAT 8(T I E) 6. ANNEALED INTES.AYER TYPES - a 090 DUPONT SENTRY OCAS PLUS WA m .075 SOIU TIAVANDEVASTORM • r .0901XJPONT BUTACTIMPyB • 1B a £90 SOLltflA-BAFL€/CP, 1,S -TMr LAMM (1) UTE OF V W N�GLASS MD (1) LITE OF 9118' }.GLASS WAN 000 se OR075 M INTEAYER Z4 - 7116' LAW (2) WES OP 31W MOWS WITH AN .090 FOR 075In SYEERLAYE R. 5A- 7FW LAM (1)UTE OFV16 'AGLA= AND (1)LTTEOF3118'NGLA88 i18AN090 semt OR smas INTEitAYER. 7,9- 318' LAM: (1)UTE OF 1h"A GLASS AND (1)L11EOF1l4*J GLASS WAN .090 NEOR.075MINTEMAYER. 510 -9115' LAME: (2)UTESOF114• La W/ AN .060 0E01.075 figt NTEEAYER. 11.12- 9/18' LAW ( 1) UTEOF114 '6 GLASS AIE) MUTE OF IN' M 11A88 W/AN.000DQP'YBOR IIMMINTERLAYER. 13.18- =8'LAW La.3118'3 EXT. CAP + WAR SPACE +7M8° LAME( 1L11' EOF3/16£ GLASS AND (1)UTEOF31, MEAN WAN .090 Sr. ORA75 VAS pareamem 14,16 - i . Y.3 . 3115' TEXT: CAP +3E °AIR SPACE + 7114 me course OP 31W di GLASS VWAN £00 ZE OR 071 SUB NTERLAYEN. stir tom CAP +BB'AR SPACE +71WLAMk(1)LRECF31W SLASSAND (1)LfrEOF stir gle. 83IWANAge DD CR88PVBNTELLAYER. 3H8'TT EXT. CAP + 31WAREACE+ 9/ WLA1� (1)LREOF11C'AGLASS AND (1)LITEC LIRGA88 OR 075 ma INTIMATER. Wf18' EXT. CAP +5R8" AIR SPACE +W18•LAIR (2)UFEB OP 1W UTES OP 1W ta GLASS WAN .090 stem 0788V8 INIERLAYER meiE7tT . CAP p air PSI SPACE +31WLAJYB(1) CP'U2'A AND(1)LTEOP114 MOINES 1WMAO OR- IItERLAYER 2527 UV/ ma. CAP +8116ASPACE +7 /1W LAM MUTE OF 35d GLASS AND I)UTECF311E'k. MAN WAN 090NZ .075 NTEPLAYER. WAD LittneMU& 1/4'T EXT. CAP + 5118' AR SPACE +7118" (AIM (2)LTTESOFVW jja GLASS WWAM.0O figEOR 075 ECIEFLAYER. 25,17 . i 114' EXT. CAP +IyYB'AIR SPACE +7H8"LN4b(1)LTEOF 1W AGLASS»D(1)Lf1EOFwF1rgi WAN Ago OR NTBSAYBL. 31,33- 1M'� EXT. CAP +114' AIR SPACE + 3W LAIR ( 1) LTTECF114 'A GLASS AL60 MUTE OF114' is, GUM WPM 000 ism OR.075OaINTERIAYER 32,94 - Via EXT. CAP + 1 /4' AIR SPACE +9/1G'LAM (5)WESOF114' MUMS Eit OR NMI NTERLAYER. 35,30- 1WT EXT. CAP + NEWT WNW + 31WLAIN( 1)LJTEOF114'® WAN AND (1)1.11EOF NV NMGLA98ViOm0Rgg52ORSBnAYER 2. DESIGN NEGATIVE MIEN Lome S EASED ONTESTED NID wise TABLESASTM E 138002. 8. POSITIVE MEM LORDS EASED ON WATER TEST PREEMIE AJE ems muss ASTM E 13002. 8. NICHORMIR THE 38MSS STRESS BSI USED N ME DEEM OF THE PRODUCT. MATWRA18, 5ICU>O 1G BUT NOT LET® TO STEEL SCREWS, THAT COME SITU CONTACT WITH OThER DWIIMILAR KU1TERIALS *HALL MEET THE IEQIJBRIDENTS OF THE FLORIDA SUNDER) CODE. FOR ANCHORAGE DETAILS SEE MEETS 4 THROUGH 13. 4. SHUTTERS ARE NOT REQUIRED. _ 5. INSTALIATTDN BdG:lA18, F7811E AND PANEL CORNED) SEALED 90TH NARK WJOINT mum. 8. TEST REPORTS FR•d234. FTLr8273, FTL.5015 FIL-0819, AT14124101.401 1& 1 E CO TEXTRON NOA: 074425.01, 03.0225.15, A7EVAFS�PA NL�05 FOR WOOD IERT� M DA�05 ALLJi0JM DESIGN MANUAL 7. THE PRODUCT HAS BEEN DESIGNED 8 TE878D TO COMPLY WITH THE REQUIREMENTS OF THE KOREA BULGING CODE, MOLED94G HE MOH VELOCITY FOALS EOIE 5. DOER sun MUST BE VEERED FOR COMPLIANCE WITH EGRESS REQUIRIMIENITI PER RAM CODE, AR APPUCABLE. A IkCIOWIGURATKINft SETINGHT DOORS - MAXIMUM 4 TRACKS BY 10 FT. (1206) HIGH WTRt A MAXIMUM OF EIGHT 5 FT. hYRAWAL WIDE DOOR PATELB. INSIDE OR OUTBRE CORNER DOORS - MAXIMal OF 4 TRACKS SY 10 FT. (12111811 WITH A MAXIMUM OF FOURS FT. PANELS EACH SCE OF tom. SEE EXAME ELEVATIONS. W11T.13 AND PAEL CONFIGURATIONS SHY 14. ti t`. XO.OX. XX / 1 1 l 1 / 9900010.) 00000, 0)0000y XMNN mow Klima OXO.OX>I(.OXX,.XXX I I am, moo 0100X, X1001 I / 7 7 / / / 0)0000(0, 000000, 0000001, X000000( OX060. MOOT% C00000 0000C OX3000003, 720000000, C0000000C, )0000000C GENERAL NOTES AIM MAP low aft lotio F.i� F8021110OODE MANSE T� al T Wien NOA DRAWING MAP SHEET GENERA.. NOTES- ..._......1 DETAUR.......... a-3 ANOHORM #E..w ................4.15 DESIGN PRESSURES--4•0 ELEVATIONS.--...--- 14 CONFIGURATIONS.---, 14-15 V®iT. 1b17 RORQ. 16,10 PARTS LIST. ..... 22.23 MOM= IN1011110 AL IM SLIDING GLASS + s • - IMPACT NlS I •5 8'100.11 lawi1h&sPkddi • MorgIszsi r:• '`%�,111111��tA ti S. 0 • A.: A .s. / / / 7 t OX3000003, 720000000, C0000000C, )0000000C GENERAL NOTES AIM MAP low aft lotio F.i� F8021110OODE MANSE T� al T Wien NOA DRAWING MAP SHEET GENERA.. NOTES- ..._......1 DETAUR.......... a-3 ANOHORM #E..w ................4.15 DESIGN PRESSURES--4•0 ELEVATIONS.--...--- 14 CONFIGURATIONS.---, 14-15 V®iT. 1b17 RORQ. 16,10 PARTS LIST. ..... 22.23 MOM= IN1011110 AL IM SLIDING GLASS + s • - IMPACT NlS I •5 8'100.11 lawi1h&sPkddi • MorgIszsi r:• '`%�,111111��tA ti S. 0 • A.: A .s. sir mamas Also= OR NitSVS NW IS GLASS 7118' NOM. .Or NOM. CUSS LiPrl=. A 711r LAMI GLASS TYPES 2 & 4 WNW GLASS .MO MIS Mallt ME OR1 Sve 3'/18 a AeS slur NOM. ,0L' NOM. GLASS ant AVIV' LAMI GLASS TYPES 1, 3, 5 & A TYPE OPRaNs KM: (GLASS morn AE FROM ECER ONTO GLASS STRENGTHS • T ■ TWIN= HO' NEAT STIVENGRIED , A itAMAL SRERAYER TYPES .. SOP a .090 DIGIT wow GAS PWS WS s 078 SOLO AVANCSVA81DRM DBMIS 5+.030 DUPONT LSIFACflS PIS 8SPV8 m An SOLURA SARAN PMLI Ile mama .0 KT,ORO33V8 1leMAL.ASS OlirNOM. A" NOM. GLASS alit ® 9[18" LAMI GLASS TYPES 8 & 10 MEM 1l4 GLASS .01OrSOIL MN. aiSileve 'INP flGLA88 WW NOM. GLASS Blifl �Ef• E 9/18' LAMI GLASS TYPES 7.9.11 & 12 MININICT MOM 411114011pkieele *MOWS 6.4°11 GLAZWG DETAILS ALUM =MG GLASS , • • ' •/AAGT lobtbik law Ix d23 8100 -11 17.1 PPADUCF =VIM pq�llnPbAdr NA N JOSE • R *'�� • • to. 0166 ,6 , Fcc °a; A. VIA likaP.E. PAIS MS 9M8' HS GLASS Ara NE OR ala, SVS 3/10121 318' AR SPACE 3/18" OR 114* 11nrN OM. 1 1116 LAMI I.G. TYPES 14 16 26 & 28 A . • 9118'isMASS .000 MA MM. SGP ONthaws !VW A IMASS Or AIR SPACE VW OR 1/4' 1 VW NOM. ®1 1116' LAMP LG. TYPES 13,15,17,18, 25, 27.29 & 30 GLAZING TYPE OPTIONS REM (,SASS ICES ARE FROM EXTERIOR TO ammo GLASS ST , T -TEMPERED RS - 1BAYST TIED A- ANiRT/.B7 PITBi1.AYER TYPES - SEP - .000 DUPONT SENTRY OCASPWS Wen .07SSOWnAVANCEVASTORM DEFVB - .058 DUPONT BUrACfTS PVB WW1 - 080 SOLUTIAS FLEXPVB 11P Mit MASS .000ME OR. An SYS 1U'}§GLA88 ems" AR SPACE 8118' OR 1/P i 11n8' NO .i8' NOM. GLASS A 1 1/16' LAMI LG. TYPES 20 & 22 SOM MI GLASS ago OR Se We 8 SASS 3$' AIR mem 3n8'ORUPI 11n8' NOM. NOM. GLASS BITE 'x'11/16' LAMI I.Q. TYPES 19, 21, 23, 24, 31. 33, 35 & 36 suoimMmiPieterratta AmiNYrwlr. 2 , •o Y +I1 LG. BLAZING DETAILS ALUM SWING GLASS D ILpoACT__..___. I IX � 2.1 8100-li U PRDDUCC REWIND wamplyhte with Ibei . IMO* Code A.oepltxiNo „„I ntsi, ,N -t0'': .. 44t4; P.0 `% �: �C,S►lt i ". * •\ SI p•li `iv XTA '•.,,f1QRG ►a,. ... - - `r / ©WAS- .0 P,8�1 1r c B. Leer) 7116 tw1 SOP 9r WS In104330r GLASS TYPES: 3 NOM. PANEL FRAME YROTH SRN ►+4.11 _301 -4 81 HER '1 *MAO *JAMB 3 SILL. ANCHOR QTY. ERL >12-HOOK ANC/MOM STRAIG 1&&CORIER ASTRAGAL. CWSTER PLUS Ai R OTY. PER PAIN IYOOR waif (SEE COAL Sltl 13) 1 N s'„4 .r AINI� ��r�'.'��'�r�r1111LZ1..�.�j��a r11L. �.. ��1��t�yA %iri1lirlM.�NI .i L EMI L 1 L IOU [..:i.11:Mi L2il L +s'7 �, +Z.1 d+1 L.:21 LO] LI y� UZI L1 '.+.1 K AI KAIAIKSEitAEA tAtAKMKAKAMMir'itii'�iAKAI 10 �tAii,/M /i�i�� Kin MA .a ! MIME MA KM KA &AKA $ tlKA m ILEUM ILEKAMA MLA Kin KA KA MLA KA NIA ;" -r r PRE zIMILz1j1111.11Mhtalall f �3u7Ni INELLIalINN 30' 6} JAMB A E>•E3• A A KM KM 0 0 Ka NM ILA 10 10 EA WAWA 10 K# Kin KIR KMMAMA • •''�ilADAKMAALMICAWA ELM i'AAMM 6 S MAIMS KA!<ilE`]•E EA i1• 'ILLTA L=JI L J[ : 11=.1[. 11..:ZJ[::3i]GPIL :ZMI aICML 1E IG,11L=11 = [..:ilL7JL IL 1GilL7.21E it L• 7 t)0! l LJI KAI 0 WI KAKM to KAMM 10ILA d t7 KA KIA E'' 10 10 &u iii, iii Kill Kin Wig = •''OM MAMA ©MAULU KJII Ka KA IKAIIKAIIILE WAWA 8 a MUMMA MAKIN KMKAMAKA I L A L2I1=1L [MI Ma CIO PIM 1=1 C.21L:Zil[ it 'L. 3['.�l[a. 1L: EMI AIL+. 1 Li..11M11 UZI I 1i L 1 �• � Tr KM MAKA 10 KAUAI EA KISKA KER KAUAI WAWA KA Kk? 10 E I EFII ElI I�'� •; AARAMaMAAAKM KAKAIKMKill AK. 6 L>!KAMMKAAAMM ELLIN IL3 JI ull Lem LL11 L a i i[_:ail[...X1L DI [ IL IC: V . 1 5 1 E L M ! II 1t i IB (4F V1 ELApIKAI KM ELI WAWA ILA Ej,IEApAELIE IE»WAKAMASAI KAMA ILA AMK LES3•LEAKAE1tt18 Main EMEAA a KM MAMA MLR A ILA i7KAIA • aCJL: IC: 7[=lLai G:L:3 CM UZI Ef.473 LZILi1C:iZ3 4°NO)!.`..:A KIM E toE lrLE<EEr.E0<EEA<1•i:E re i[ uziL:: umV.aiiiimitiraicAllt.uiEmi 8• ILZAI MLA <M tAI EAI KA1 <E ILA KM KM Erb MA UM KMEAKAK rMA IN LE EAtAKAKMK3• 24' (211) PAS OVER 49' WOE NOTAVAILABLE OVER IB' 1. POSITIVE PRESSURES W TABLE ARE BASED ON THE USE OF THE 41W ORS 114' SILL 2. INNEN USING 1118 23{4" SR L, POSITIVE OP IS 50PSF MAX. AND WITH THE 31W S.. POSITIVE PRESSURES 18 73.3 PCP MM. PEGATIVE PRESSURES UNCH ED). 8Ee TAMA 2A. 3.2 Er. 3 yr. 41Q' AND 8114' SILL I MS ARE TESTED FOR WATER EVILTRATION WHEREAS THE 1EE ells mar Ate MUST ONLY 8S USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PIESSURES SHOWN BITABLE 1 MAY BE USIA W14THE DOOR SI BY AN OVS1SiANG COOSILVNG YOTRTI . C TTY CONDMON IS NOT RATIO FOR WATER WIFILTRATION. 4. ANCHOR TYPE& 1.114' ELCO LLTRACON (FORMERLY TAPCX N) 2. Ur EL COS14 CRETE-PM 3.012 STEEL SCREE(GS) 8. SEE SHEETS 10THROUGH 13 FOR ANCHORAGE SPACING AND EMIUMMENT INFMMATION. 0.1 8'H7 LAMS (�. OR SHEET 1 FOROOMPLETEDESC p.' FJL NO MANGE MN SHEET WNW, Ls' a aeace� va a rr�s oxISNOLOGY owl Pa'" X NO maim HOE 1 DP AND OH IMMIT OH LEN TH 1 EQUAL TO 1 OR GREATER SEE NQTE 3 LAM► TAKE I ALA• ! I _ Q&ASS IAWACT A p 4 d 23 I 8100.11 TABLE 1A. SILL HL VS POS. DP SILL HEIGHT 1 613' POS. J DESIGN PRESSURE WA 2 314" +60,0 PBF 3 112" +73.3 P8F 4 1/2" 4110.0 P8F 5 1/4' x+800 P8F ti r rES 1-3 .. MIONICIF 11111‘11M a *kb 001111/16 Aw . f _ -D PRODUCT IMAM fliollaqi Cade U— 0 tint T No E 4titer °�'`. ALYI�di�mae4s,FE P.E. 11171111 MagimmegAtamisatummatiAw. NO OR 5114" MAMA Laud W15 Aintaleat w/ SOP or SVS Interlayor >MAO & Sill. MSS) INIERLOCX S1RA13134PfgOORNER A81RAGAL O.USIER PLUS ANCHOR QTY. PER PANEL SLABS TYPES: 7,9 >0M� ANCICIR Q1Y. *mow ANCHOR MY. z DE'D11. MT. 1 NOM PANE. WIDTH air DO) 42° gee 4r we err WO FRAME SIDE PRESS ';--2 1..11 .111111 111:4 ,,111111110. I- 11:,t MIL .1111:itall-■ ME llia;,..Z.111111i ILTI C-.111:03 11.1 AM MAI IMAM MAI NIA FZJT-TY NMI NM ELM ICE ILA ILE .1.111111E - UZI 1=1 Cal WU ETZia 6 WAWA 111LIN MANCE 11,1!:41;! ICA WAI MA ILE NrAl 1111111E.:I.01111111111111111 'ELAN Lula *CM UZI *LW IV-1.311 ICA KA 8 WM ILA NIA ICAI MI 5 KM KM KM MULL11 EMI KA Mil NILIN ILA Iwo 6 a IILIN 111111111L:LJNIM 1111.- 1=1 Eal COLILEMLIE.7.1 rTTvT1 KA NM nil MORA Ma • • ILA ICE MA AM MAI MAI LiiLil c4+1 L.1r.11.211LaLIL ..ilLe.21 EMI L.1 teal Li' 21 L.L111:2111kr.arir" Eal - AMU 0 • 9 NEMI 11111111A1 ILA ILA ICA Oka ILA AM WA MAMA III:11111:11111L11 ICU WI MAI 6 6 6 ILIN 5 MA KAI INIAI ICI 11111111111' x7 1111111•WINII 1111111&:LLAMII UZI CMS EMI I I ILMJI I I L Jr JUl JLiLZJ LoYall Li21 IJLI NUN MAI ICA IlLa 9 NEM NILO MN MAI IlL111 5 ICA Ka 1101 ILA ALA LA 10 aiai M Ma MA ICA Mill KAI ALIN 11[111 ILA 0 MINIM MAI 11111 INNINWL:1-111111In, IINNEL.:1111111•111ANIN I IINNIE.ULAMIN" I L.J1L11 IL.MI C4+1 CM] IJ IILI 111 04+1 EILJ LIM UZI LIM Ella Lii WA ICA KAI MA MAI 111.111 ILA ILA Mal ILA NUN 10 Ain NM INEINI NM NM RAI Ka MAI KAI ALIN 5 ICIN RAI ICA MLA ICA KA ILA A311 ELM ILA !ILA 1111111111La...INII 111111M.:::a111111 11111•11,11 MINVi:LLAINI Lii INNICgaLWINNIN l I Leir 1E2..1 L Jill Lii IC=:1 ia:}3 IGLU UM CIIIIE.21 ICA NCR WA 11111 MA AA MA ILA MLA 111111 ILA ILA ISAII MA MA WA S.111 ICA NILA INLAI 5 MAI AAIUN KAI MAMA 11311 ICA WA MLA 6 ICE MENE..:1-i11111` 1 IMMULLIAMI" 1.11.1111. .10.11EZIE.2.1 ILt_%0 EZILiILi. UZI LCII [ i_21 t41".ZJ •• WA IC. KA MEE ICNI MIA ICA ILA ILA ILA ELM MIA ILA MN ALE WA ILIN ILE MA 6 ICA KAI ALAI NM ICA INIUN KAN ELM ILIA ILO Ea.' Li] Ii7J1 Li CLUJ Lt1Z3 6LLIJ. I •11.:21 C.1231 ULM ICE NIA IINFA ULM MLA ILA WM ILA 1‘1111 ELM AEA NON KM MA WM KM ILA ILA 11.10 ICE NCR -1111111111.1.0111111aLlaall11 ri"Yi roLl L11EZEI ELZ_I EMI GM !LA WM ILA ICA WA MLA 10 NMI ICA WA WA ALA ETA IILIN Aka NIEM AM MI ____ Ka WM MAI KM MA PAISELS OVER 48* WOE NOT AVALAME OVER aer MOH 1. POSITIVE PRESSURES 54 TABLE ARE BASED ON TIE USE OF TIE 4 Ur OR 5 IN' SILL. 2. WHEN MEG 1VE 2 314' SILL, POSIT ve OP 06 50 PSF MAX. AND %ITN THE S SU, POSITIVE PRESSURES 0673.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). MEE TABLE IA. 3. 2 3M". 31W, 41W AND 5 1/411 SILL HEIGHTS ARE TESTED FOR WATER OWILTRATION MOMS THE 1 5111* MU. 03 NOT AND MUST MY SE USED WHERE WATER RESISTANCE 18 NOT REQUIRED. POSITIVE Obi PREMIUM SHOWN IN TABLE 1 MAY BE USED 1114.1EN THE DOOR 18 PROTECTED STAN OVERHANG COMPLYSE TWIN TM FLORIDA ?AMMO CODE PEE ADJACENT D1AGRAMk "THIS COMMON IS NOT RATED FOR WATER 541.1RATION. 4. ANCHOR TYPES: 1.114" ELCO ULTNACON TAPCON) 2. 11 , ELCO SIM CREISPLEX 012 STEM &MEW (GM 8. SEE SHIMS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT tWORMATION. S. Rim : (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 79-061W LAMI (6,tiaWISEORM) note won Mak "tom Ir" NOCIMPaE)711118HEET Mat • - Mir A NEWICIWPANONCRAMTMUI rarretver cormaet,ast I liWOUVINDitleValike NONONIAPISIZIS terxtilottin File#17. VW* Bauer 8 11 7 r°HLENgni E MIMES OH LOAM OH MONT OH HEIGHT EQUAL 10 1 OH GREATER SEE NOTE 3 2 WNW= LI' AND ANCIVRAGA LAM TA ft E 2 ALM SWING GLASS 13003.0.1AFACT NOM riNITSr; of 29 I 8105-11 ,•••••••11 rB- TABLE 2A. SILL HT. VS POS. DP SILL MIGHT P00. DESK3N PRESSURE I Mr 2314' WA +50.0 PSF 3112' +73.3 PSF 4112" +80.0 PSF 6 1/411 +eao pp SEE NOTES 14 eiselastra PlisNa Ampereepti• Z dry ,RODUCTREVISED nentograwithemPlatbk AcceptigeNo I -40 CZ , • 11111(44 otti IT% er, Ho. 58705 \* SI) Erra . A.1.Thr1111.111KIM PESOS= Rte'+,: iiC N 0 - - .: i„.24_1111.• ".=! 11.• it._ _4 k1 W01 7118 or 9118 HoatlHoat wi SOP or SVS Mtoriayorr 10 'LASS TYPES: NOW PANEL WIDTH PRAI E SIDE 6 L" (28) 38• (3S rl r SILL •-i . �i • -1&L ' EAD & SLL (MS) WITERWCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL >JAMB ANCHOR OW. >P-HOOK ANCHOR QTY.., 4 DETAIL SHT 13) cd 11111 ��.�J7? �. AMII 1.1117n1�r[, .`6F(•111� 111.1 'i':' ��n��.7r��ri'+ �i �,T��7:r �� X1.111 1■_��r�{a �,Tr�� IO i:WJ Li IL: I= © ©C °.5iI EMI L:.'�I L JL IE LYJL' ZI L.:i] LAla:.ariI ItMI JL=1 'EMI .(- 1 vvO MLA V 0 NUAll L% Ma KA Mg L l[M /EMI[• IC: I Lai L 1L l a [-: 1[.II IL 1E MI[mil[ 1L UI =1= =EMI ELI r, ;ULU Eft ULM Tai K2 KAI vKA OIOVIIi ELM KM IalvNUM* ULM VIM Waal* WAN • EMI [..ail [: 3 [: &U Loa Ems [.G iumi '...�3' IL." I ,iI E2.3 IM1 C' I ANS 10 C4+1 11E7-111 HEM KM KAI 111E11 NM ME MLR 111711 KAI ILA SDI RAI NM MEI WE IE. WI MallI Kai MAO 7Z '1,42:-Q 0iKiv0Ka NAKBUMI /■DLl•�MENEMMA MIWEIK> KMMNv<JNOd ;•�� 111111111111 MILAN 1.. 1Eu1['= TI It. l I1: 1E IL a=EMI [:g3 = EMI 1C::7i = Lai CMI[=l[ ICoilG iI Ink.11 WIN Mil KM KM WM KEE ELS NUM ILA 111j1111113111 SEM Ma 1101 WEB MI KM C.� 10 10 12 13 19 I::. •% 0 ELL LL s! SLIM WWI MUM LM NM LI• WU tAI !l♦ L! ELM L,1• ME L! IRA LL NUE tilt •' r�' ' 1111. 'SiC1♦1L� 1 1 1111111.1 ■j. It �.+ J EuI ) UZI ULII ' " L'I.73 EMlLal v-ailE2J1161,0 Lai S[±UU C. .7.1116Lal Lai EMI EMI Eu1 LuIC: I "' i:Ir iL'I• KM I LLERIMRAI KM 1E11 NM WagE N KUMOEMI 10t.l KAI Wig MaULM SEM ILA MA • ' LL WM Ma lt, MN KM ____ NM 11.111 KAI ELM V KM NM V WE NM KAI V MAI KE Lla IILtiF>e � 1fLi1! 41 .11 [•'-'- I EuJ Eu] L.. EMI = L?"al EMI ELI UZI 4r W9 T' ?, NUM iI•t"i ©tM 8 tttA ELM ELM iu7 _lc`; #%1�1, 1y� 'rrn�'�� .' �3i] �� =ILL �]�F �I♦��1� Lan- =11E-1 EMI E23 1 J�W7 JL IL[7iL�1 M .1� II1I� NUM' ILA I Bbl ILA A IIII �[ 1+i� ©IIIfYi LA r••'HO ©HL>•ILMt!IIII�IIIIIMVIII IIIIfiAIIIIIMIIIIIIUIIII M PANELS OVER lir WIDE NOT AVAILABLE OVER 9S• HIGH 1. PON7WE PRESSURES N TABLE ARE BASE'} ON THE 118E OPINES IM" LL, 2. WHEN USING THE 314" 86d. POSITIVE OP IS 50.0 PEP TM.. W 1111 H 311Y'MU, POSITNE OP IS 73.3 P8F MUMS WITH 11 E4 IIP TOLL, POSMVE DP IS 100.0 PI MAX (NEGATIVE PR8l1RES UNCWU8BM)). SEE TAKE SA. 3.23W 311 21, 41&" AR) 6 WEAL HEIGHTS ARE TOTEM FORMER INFILTRATION VE ABTIEs1L"altSNOTANDNETT ONLY L USED WHERE WATER HESITANCE 18NOT REQUIRED. POWEI EDEAN PRESSURES SHOWN HN TAME 3MAYBEU® WHEN DOOR IS PROTECTED BY AN OVERTAX() COMPLY'SG WITH TI•E FLORIDA BUILDING CODE (sEE ADJAcENT ; THIS CONDITION IS NOT RATIO MR WATER 1IFILTRATIC01. 4. ANCHOR 'TYPE& 1.1M` ELCO ULTRACON (FORMERLY TAM'S 2.1M" LCC 884 t lE+7.EX 3.312 STEB. SCREW (05) 6. SEE T810 INTOUGH 13 FOR ANCHORAGE SPACING AHD sessmEmr MORMON. 0. a (SEE NOTE 1. SHEET 1FOFTC TE 5,10 -WW1 LAS ( RIM OR AIND OH H EERE4T as mom MISUMEM mum. To OR GREATER SEE NOTE 3 TABLE 3A. SB.I. HT. VS P08. OP SILL HEIGHT 1 818' 2 314" POS. DESfN �PRESSURE NIA +00.0 PSF 3 1/2" +73.3 PSF 41/2" +100.0 PEW HI 114" +106.0 RHIF E NOTES 1-3 tNOINICTio WO wr Pleilie 41141' L No •7 PL %vV PRoDucrasvosto :ilmewsegoillavi* do t Aonoernopo ♦►IUIII, FA oases PROMURE AND ANCHORAGE - NO REINFORCEMENT - 4 112" OR 6 W SILL (SE NOTES BE..DIN FOR OTHER SUSI TABLE 4. 1.4rol Le. wt BM or NM Loud AnoMeat wi SSP or Vanoeva Intorlayor HAD & Gum 14TEPL0CK & &UMW & CORNER ASTRAGAL CWSTER PLUS ANCHOR CITY. PER PANEL TYPES: 1 1 21 21,21 31 33 24AMB ANCHOR CITY. >P4100K ANCHOR CITY. (SEE DEMIL MT. 1 NC* PANEL FRAME WWII SEE = 11: ij IMILLL.11111` 1 1111111r6abaNIMMIIIIILIIIr INSILLLMINI 1111.L..=111111 --alr real LIM MU EJIJLJ LJLJ leal UZI Ma Leal ILZJI Mil Mil Eall 1E211MLI MLII E41111LiThl IMJIIKM KM Maaauuu WARM KAMA 10 SEll Mal 10 ISM ILM Mill SIM WM KLIO -PAUST-:1! KM IKE WM Mil MOWN MIMS IIIEM Kill ISM ELM 111311 WM Mal Kill KM KM KM .11111111.' I I '11.111L1111111111.1 :11111111111111.111MIL.L.1111111" I •TLJLLL1L3I1 E JI Mai L...111il L1LI IL iLIIiI CZ] U1 [MI ItT=1111:211 KM oom KM KM I KM MILM KM OM 101 10 JI Mal 10 MIS Mill *MEM Mill Mill Mill C KAMM ILE IMMO KM NEM KM IKII 5 IKE OM MAKE ULM Mil KM VIM KAI Ilfal EMMA MMILIJNII 11111111.111 1111111L.LL11111111111111CAIIII." I 1111111L1d1111111 MN 111011L.11.1111 11111111111' UL2.311 EZJI P.MI 1E111 [..1 EMI UZI Lai UZI IEM CM Leal UM ram IL-1 NLMII Call 'LT 11 l(r1.1 KM KAI MGM SILM 1011 IIIMIKAIKJI OlUll IMA MA 10 Mal Mal Mal ILI KIM KIM Mill KiMMill MIA KM MAIM IKM MLIS M:11 5 1130 IIKM IMM IMM IKM IMMO 5 11[11 Ka KM KM 1-11111121111M IIIMUnahal1111 MISELc',4L4111111 MIMVLA...111' • 11•11111M111111 1111111E.:1JMIO- I 1E2A111.E.M110-111 Ir•=a111-.m1 E.11.111E.21 pr.arri LP:211Etlal" I 71 ELLI-1=1 MEI EMI ILMIIPTIEM C4+1 tI 10 KMI WM MA IILMI KM KM KM KM KM 10 ILA KM ILA Ma WA MAI Mill KIM Mill WM Li:11."1! KM WM IKII KM KM KM Kil KM MI KM Kill IKAI KA Kill 1113113171 KM 11111111la 111 1110111/11111 '1111111111'" •21 LJ 04+1 CO L1LI 1E21 EMI •= EMI Lai kt.72S EMI EMI CM UZI EU' (IEJIJ EMI Eal ILIL2 ILA RAI Ma KM KM INIM WAIMEA IIIM MEM Wall WA KUM Mal Mal Mill Mill MEM MUM Mill KM aaa aaii NM WM MN ELM KM KM Ita KM KAI KM IMM KJI IRA 1f LJ .1-;- MEM.;11.IMINEMIL.LLAN''. 01/11...i'AMINIELLS11.11111. Eal 11 EM111.1 la1 Cal MI *GM Cal ILI.T" 1 KIM KM KM KAI ILA KM MIMS/II ILA KEA MA MI sus WHIM EMILE ILES Ita Ma MIAMI WM 7•Wf-iii';:j---ANIME.ZUNIMINNELLAMI' I ME • -LELIA' NI UZI L'a1 LiTd L±I F.:23 L.1 .714" Eli/ Ea] EMI Eril Eld ELLA 111011 MIJI KM WOK/ WA Mil Mil KLA KM MIKIS MILMILMIKAIREM KAMM ais 2ir DO) 391 gag JAMS W (30) 42* gwo 4, 00) mu fps) 10 frr SEE MIME 0940 COMER ANCHORAGE PLAN AND WM STIMIGH7 170OR ANCHOR/WE PLAN ON SHEET 10 PANS OVER 4fr wive KITAVAILASLE OVER ar If&M 1. POSITIVE PRESSURES 04 TABLE ARE BAWD ON TIE USE CW TIE 4 1/21 OR 114* MIL 2. WHEN USING THE 2 SWELL, POSITIVE DP 18 50 PSF MAX NM WITH TIE 9 yr SILL, POSTIPIE PRESSURES 18 73.3 PSF MAX. r:GAME PRESSURES UNCHANGED} SEE TABLE 4A. 3. 2 514% 3 vr, 4 i"» 8 DV S&L REMITS NE TESTS, FOR MIER INFILTRATKM WHEREMIllE 1 EWELL IS NOT AND MUST ONLY 65 t 0W WIISRE WATER RESISTANCE IS NOT WOMBS. POSITIVE Wieleti PRESSURES mom 18T4 NAY BE MED WHEN THE DOOR OS PROTECTED BY AN OVERHANG COMPLYING Vt1TH THE FLORIDA MOLDING CODE we ADJACENT "WRAP* THE COMMON IS NOT RPCIED FOR WATER MFILTRATION. 4. ANCHOR TYPE& 1, 1/411 ELCO IXTRACON (FORMERLY TAPCON) 2. IPP ELCO 084 CRETE-FLEX 3.812 STEEL SCREW (06) 8. SEE SWEETS 10 11MOUGH 13 FOR ANCHORAGE SPACING Me WEEDRIE1T SWOPMATION. 6. • (IEE NOTE 1, SHEET 1 FOR COMPLETE CESCMVIIONS) 1315- 1 3IWIExr. CAP, Mr AR SPACE & muivirneoR i 19,21 - Krirl 3116'I ET. CAP, WWI MR !MACE & IAMI (NM 11169.A$ La or. 'Mar. CAP, AM SPACE &71W LAMI UWE WfM. OR -I, 31.33 - 11ftemmu0 we exr. CPP, 'Ur AR owe &5118' LAM mita wpm OR 61M) 011 WNW rmom IBMWEIR —VON- 1 MAL TO 1 OR GREATER SEE NOTE 3 NO CHIME 7PA MET DANWANNICIRACia IMRE btrormamonworoorar NOINCII" ALM'S h=t VW it MIMI VW& Osterr DP AMMACHORAG4 LAW La TABLE 4 -Jo ALUM. SLIDING MASS DOOR. IMPACT sem 14;171311 v23 MOM TABLE 4A. MUL HT. V8 POS. DP SILL HEIGHT 151r P08. DESIGN PRESSURE WA 2 314' +00.0 PSF 3 vz +73.3 PSF 4112' +00.0 PSF 5 1/4" z o +80.0-PSF 1-3 IENDSECTOREIHN00 INES No Nadi. MODE= REVISED ootoplOos w011 No Phobia DoRdis. Cods No 4111111" %MIMI P.E.0 UNE E - FULL REINFORCEMENT - SILL SEE N laud I.E. w17Ni or WIG Load WM/NW wi SOP or Vanco a MerUYer GLASS TYPE& 1 . 34 NOM PAND. WIDTH FRAME SLOE MEAD & S91 pas) INTERLOCK & S RAIGHT'& *.MAMB AN I R QTY. *BROW( ANCHOR QTY. TABLE ASTRAGAL CLUSTER PLUS AN42t42 QTY. PER PANS. OETAL SHt: 9: iT L: J LEI Call WAWA ULLA 1=11:21 1=1 0 ADA[311 WA WM KAI A[ M L,iIE:1II!. J .L'7 aim WAICA W.1-11 L..livala It.r.E1 WM MAI WA _::: KAI l0© 7---,71 1111111111111 CM c4+1 L r ` z [•' 1 I IL ] E'T.. 3 KAI WA KAI AM KM r ,': IWM aLl 2112 WAWA WA a dab pa) HAS 04+1 •111 s i 1IM1 MIK _'s i [ +1r• ;1L;! IE111KL "6 irlr MIL L � l E Z J [ r . ^ i 1 [LW Eat .. EM I II IC 1L. JL l c0l CM M LZl[ WAWAI>L>• WAWA W>• WAMIKA! T' 10 10 Kill 10 ii7 BEERIER Ri WE WA A0 A[! WA Av A[I KAI KAI KA KAI KAI MI-AIWA v KAI 6 KM KAI WA KAI Ii'a jj111111=aL 5i[.i•111 Ealt,i1 Ea' (m1E21 '+ i EM EMI Mal [M.1 C: l F ' Eii1 La` 1 GUI L.Ui1 - L I WA WMWAWI WA WA K l KA WA 12 10 10 10 1111111111111 0A 11 11 WA EN WA AAA AM WM WA A© AAA AO WA KA IKINWA KM AA> WM KAI WA 11I AKA AAA MILL111.111= IMILL =sc��1•iii a IL3iI iMalL I[ 2 3 L iI L' L L ItM 0' * 1 [ iJ[ I 1 1[ UF' I[ al [.Ml Aim KAI ALA ILA WM 10 ®i ]t WA ALA 10 51* WMKIM KEA ILL• WM WA WA ILA WA 1<I O IKA ILA AAAI WA AD WAI IKAI KAI KAI WA ALAI WAWA WA IKAI KAI MAI V C. I[..1C'M Mal Mai [MIEMI Ea] MAIIC. lr i 3L. 1Q 1 3[ IVal `<t IC.a�ilC AA WA ILA WM ILA WA5 AimfiPAWA ILA Wl Kin ILA ILA ILA Kill ILAWLM WM WA WA IRA A[AI WA A[7 WA AO IK A v WA KA WM AAA AEA WAI La WA AO 1111111111111WiLak =..1'AAIAAAf1111 =1:111 V.:Z=1E7=1E11i MEI= EMI 3LMIIMLIPME:13 M21 -CM KM EMI A[IA WA A[EA A• 12 ir31 Ma KLA to WA ®_ >• EG>! EL! ILA KJI E A WM WA KiA W A WA WA _KAMM WA WA AAA WA KA AAA WM S AA:! WM ELM V ILI>! WA A[AA C [..� i 1 L A U [ � . I " I [ ] ULU Eal [ ] AID AI3 A[LII ILA WA AI KL>• WA WA A010A[la V ILA KA AD WA M.1.11 111113t . ii311111 i WA WM Mall AE:7 m KAI WA WA KAI AV A[J• WA Afd:1 v WAWA 12 07+2 14+2 15 0903 l TABLE 6A. SILL HT. VS POE. DP SILL HEIGHT 1618" 2 314' POS. DESIGN PRESSURE WA +50.0 PEP 3 112' +73.3 PEP 411x' +100.0 PSF F 114' +105.0 PEP PANELS OVER OF WIDE NOTAVA9ABLE OVER 98' HIGH 1. PONTIVE P IN TAELE:ARE BASED ON THE USE OF THE 6tar SILL 2. WHEN USING THE 23►4' SILL, POSITIVE DP IS 60,OPEF MAX„ WITH THE Slit S LL. POETTNE DP E 73.3 PEP MAXAND WITH THB 4 U? ELL, POD DP IS 410.0 PEP MAX (NEIM1TIVE PAS ). SEE TABLE AEA. 9.2214', 312', 412' AND 6114' SILL HEIGHTS ARE TESTED FOR WATER NFLTRATION WHEREAS TIE 11W SILL IS NOT AND MINT ONR.Y BE USED VIES WATER I 'TANCE E NOT RECANTED. POSITIVE DES= PRESUMES SHOWN N TAKE E MAY BE USED WHEN 111E DOOR IS PROTECTED SY AN OVERHANG COMPLYING WITH THE FLORIDA CODE (SEE Al3JACTINT DIAGRAM 1116 CON DMON IS NOT RATED FOR WATIN INFILTRATION. 4. ANCHOR TYPES 1.114• MOD ULTRACON .YTAPOON) 2A/46E1.00 884 CFM E -FLEX 3.012 STS. SCREW (05) 6. SEE SHEETS 10TIMM 13 FOR ANCHORAGE SPAS AND ENEEDIMENT WFMMUDION. S. SAIRMAISM (SEE NOTE 1, S1IET 1 FOR C ETE DES) 14,13• 11/111" =EXT.CAP.3WARSPADE &7143'LAMA W MOR ) 20 - 311,/EXT CAP,M15"ABtSPAE &EH6"LAM( WI ORD 23.28- 114' z EXT. CAP, Ql13" AIR SPACE &7IWLAMI(,.: �aIN/ grog 50,34- L 11 4' T EXT. CAP, 11{' AIR SPACE & WM" MIA( WI wort ▪ aall 1 Li OH LENGTH OH HEtT' . TO 1 OR GREATER SEE NOTE 3 SEE NOTES 1 -3 as +AlArNlrl9r • N 407 . •7[ %- 7/1 v NO CHANCE MB SHEBT A0II010NN1N TaRB ft)" TECOMOOTORfte =KONA RUM =Mb 3 Ft • semis I NMI • d 23 I_ sloe -11 DP APO A RAt3 COMMAI.C. TABLE5 ALUM. SLIDING GLASS DOe IMPACT wuawrt rei�o pew ARODUCTRBVINID tasallflarletthellwide Anotipesse U ,t C PRESS MD ANCHO - ° 0 REINFORC Until or Limi LG. wI PVB IbtorIay.r T Y R 8 8 ; l 4 Tit 12, TT, 10. 24 21128. 35.25 TABLE )HEAD & SILL (H&S) INTERLOCK & STRAIGHT S CORNER ASTRAGAL MISTER PLUS ANCHOR QTY. PER P JAMB ANCHOR CITY. >P ANCHOR QW. oETA1L EWL 1 NOR PAN®. WIDTH 24"(1 • FRAM SIDE ;71[M11 V [al' C4+1 t...1110il Ir=1 ELM KM 8 EMMA 9 ME 4 tM0 .4,] I '1 -1 IIMML11111111111111111111111111111111111G:LUININI [QA C: l UM [�.il L'. l [: it 1L��7" C.i l EM 8 8 Elr 8 MN S Ott Will ELM NMI 111L111111U• mum UM IEM 4i:,:'iZ i- ii-T� R:i: � ��.`.r7 ►�.- 11111 r��. 1� ■ •ii:� TC:i• J ' "l it 4Ya V 8 EAIEAIWMNMI -.-2 4 4 4 WEI 4 tM 5 EE Ell C4+1 4 4 4 5 5 z 04 +1 9 5 6o* ) $6" 42' GO) 5 3 5 04+1 04+1 8 5 5 C.l 04+1 UM — Mil Ea ELIS IRAN IMO 11111 EMI EMI r: 8 ILMJI t Cal IMBILLIILI t iE..i l['r' W J 1 5 EMv ELM E ILE E- B 6 EM 9 E_>• MI MUM ELM ULM Ma IILIN ULM "L AI 04+1 t r l [ 1 [ mi l 04+1 LUEI t1 0 4 + 1 .711LU Z I 211 ILLAI It ME>•ULMt>• NM EMI 10 EL/11U 11E21NMMU : `"• 'i 4 4 5 0 4 6 6 0Q 5 EN 4 4 4W (40) B 1. POSITIVE PRESSURES IN TABLE ARE BASS ON THE USE OF TM 4 VP OR 8114' illL 2. WHEN USWIG THE 2 314' Stu., POSITIVE IRS 50 PSF MAX. AND WITH THE 3112° SILL, POSITNE PRESSURES S 72.3 PSF MAX (NEGATIVE PRESSURES UNCHANGED). ME TABLE M. 3 23W,31/2',4112' AND 5114" SILL tr TTSIWSTESTEDFORWATER NFILTRATICal WHEREAS TIE1BrSOLS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE S NOT REQUIRED. POSITIVE DEMON PRESSURES SURES SICA N N TABLE 8 MAY BE USED WHEN THE DOORS PROTECTED BY AN OVERHANG COMPLYNG WIM THE FLORIDA BUILD'S CODE (ME DIIARAINX THIS COMMON S NCR RATED FOR WATER INFLTRAT ION. 4. ANCHOR TYPE 1.114° ®.CO tLTRAG NI (FORMERLY TAPCON) 2.1/4" ELCO 884 K 3.112 STEM SCREW (G8) LL SEE SHEET'S 10 THS OUCH 13 FORAM SPARING AID MOMENT NFCEATXXL N ORF1. COMPLETE ENE DESCI T40NS) -7ns� 1102 -WW LAMI MIN OR 17,18 .1 VW LAW 1G. 31WT EXT. OAP, Wei NRSPACES7115'LAM .:, VgMICR j 23.24.1 we* LAM Le. 3118' text CAP, Bn6' AIRSPACE a emr LA .._.1lVE `: s+ ORIVEM 29.80- 1 TRW IAN LG.1/4' Din CAP, 6n8'MB SPACE 87118"LAMI ORE) 29.38- 1VWLIM111.0.114' DR CAP, 1/4' AIR SPACE & GNP LAM ( MED P�ORSAP118) OH LENGTH OH FRIGHT OH OH EctuAL TO OR GREATER SEE NOTE 3 TABLE 8A. SILL HT. VS POS. OP POS. SILL DESIGN HEIGHT PRESSURE 1 W NIA 2 3W +50.O PSF 3112" +73.3 PEF 4112" +100.0 PSF 6114' +105.0 PSF SEE NOTES 14 PAWN= liatitAlgo Asuploks Aru ra t: -'! Pas -;Ali /. MD= R8VISIED rionentinoldt go Markle Arab= ' .I No ~se Was weer t EWOPHOMwG IRE NOM= FL NW R81174 LAW & LAM/ fa. TABLE I ALLY BYO GLASS IMPACT F.� 810041 s tit1 /1r, ■ t• ' ig= I ` A. 1.42 Ma P.l. Mae 51106 HVHZ ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)114" ELCO ULTRACON (FORMERLY TAB 2) 114" ELCO 884 CRETE -FLEX 3) 012 STEEL SCREW (86) 2 �IC}IOR LOCATION SPACING FORS NTABLE818 BHTS.4 -� IEAO & S&L ................ 6' MAX. FROM FRAME CORNER& USE 3PECWIE) MUSTIER PM APPROPRIATE TABLES, SHTS. 44 AT EACH INTERLOCK AM) STRA1(4T AND CSR ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF AFL ANCHORS PER PANE. (TIE 8" FROM CORNER AsicHoRs CAN BE INCLUDED). ADDITIONAL ANCHORS we MAX ON CENTER. SEE EXAMPLE ANCHORAGE PLANS 'mow AM) EXAMPLE CURRENT ON BHT. 11. JAMBS & P- 140010». 711118' MAX. FROM BO11OM AND 241/2* MAX. MC. UTILIZING ANCHOR QUANTITIES FROM APPROPNATE TABLES,181TB. 44. SEE P4100K ANCHOR DETAILS ON EMT 13. w CLUSTER OPT„ BHT: 11 � r 8" MAX 1� r',i_i rMAX. 24" MAX. 0.0. t FINCHORS PER PAID. "ARETF108E +- 8' MAX. 04TEJS OCC --+..► CENTERUNE THE HEAD AND 88.L BETWEEN -'1 I CLUSTERS OR THOSE BETWEEN A I CLUSTERAND A FRAME JAMB OR IP.1. I i EXAMPLE OXX ANCHORAGE PLAN: SEE ASTRAGAL CENTERUNE 1: 111,! i.. �:__ t` ::i =_ �i::~i .i '. i��..Ul \I a !'121 :,.1i iili^ k!'.4 .. 1(32 PANEL, 48" x 98' DOOR FROM TABLE 4, SHT. 7, #12 SCREWS IN WOOD SUBSTRATE SEE C,L1x1ER DETAILS, SHT.11 //- (7) NOOK ANCHORS FIRST ANCHOR ATBOTTOM TO BE TO GUMS. ANCHORS THEREAFTER ALTERNATE PERPEERCULAR AND PARALLEL TO GUM. f SEE MEET 13, P410CC INSTALLATION DETAIL 7111th MAX 8 Q:a7) T iTM.ATHEADNIAT8tL 4 C8 2 CS 2 05 4 " 711118" MAX t I 241Pr MAX T — r at • " �" s 8" MAX., TY1+. " s x 71111rMAX. M ■ et s M 241Q MAX. OO. (10) JAPE) ANCHORS " t „ " ■ ■ s 7 11118" MAX. " • 24" MAX O.C. T CONNEt AEXAMPLE OX- X0 CORNER ANCHORAGE PLAN:, (4) PANEL, 48' x 98" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE INTERLOCK CENTERLDE Irk MN. CLUSTER.TYP. 1 SEE GUNTEROET,i L ,NM11 6eMAX 9 24' MAX 0.. +- • mama ' nosewbliwMAellfeYs Aiworalia Ks „0 ! •O IT PRODUernsVMOD Aooepamesxb I$ 0�0ESP & EXAWLE FLANS • AMYL SLIDING CUSS DOOR, IMPACT UMW INNE sawn NTS 10 of 28 I 8100.1/ H ELL MlitMilialf- I 1.38 lailairArar rri 3.313 1 maims= 3313 Z 7AAcK. Qt118�E coRplaR 8/ tB R I. 4'1' Y''' r '. 3.313 HiNGSLIEMENVER Apittala kmectussamstui A 3 ANCHOR CLURTigt i • x-TR INTERLOCK---... CeffERUNE 8 ANCHOR CLIOIER 3313 4 a\. A tata10Rmin A 1ocC.6m ® oR 3ANCoRact Mina INOMPA 4Mii#•QNW •t Amistase 'a/t- IRODUCTREVERD iso Maths itiedds IWOININNOLOCWORMI z v1YI MIMS EIGT Vitria0 Better ANCHORACA DOMECLU$719t9 INN ALUM SLUNG GLASS 1300301MPACT worm Iamb �, d 23 810041 ED. TYP. 217132' • C. ED. TYP. Mg: 11EP� 114' MAX :11. ��R MAX. WM SHIT WOOD ANCHOR Tv., SEE NOTE 2 DETAL AA. 2.1RACK Mang& DETALL AB. $-TRM K R FIE M __. -V TAUATIDN 2MPMEEN AT- ION 4 316" Mlnf. 2x WOOD BUCK TIP., SEE NOTE 3 217/32"OC WOOD ANCHOR TYP., SEE NOTE 2 SEE NW MIN. 217E";2'0. . TYP. TYP. , TRACK R 80.1. MIM INSTALLATION 114' MAX 212' AMA. ED. TYP. 2112" MBI. ED. TYP. :e SEE NOTE 1 114• MAX. SHIM 217131O.C.TYP. „i4'.•d: h �. :. SEE NOTE 1 ANGHORTYP., SEE NOTE 1 217192' O.Q. TYP. SEE SW Met 217" 0.0., TYP. 3-TRAt CF MAD ANdSTYP., ST NOTE 2 217122" O.C., TYP DFTALL AJ. 4TRAt K PAAME SILL WOOD VIEM ATION A OETALLAD.3•TRACKF alciEAD IlS3TALL % MiOgniigMktigM. A CONCRETE ANCHOR TYP., SEE NOTE 1 CENTER ANCHOR STS ON 3-TRACK TYP. SEE .., 6 21W MU4. ED. TYP. ICESLISMMEMS. SILL IPETALLAT9 • 41 d:.y,'•i *A i1.} A`:it..` •.is. j 212' Nom}: E.I. TYP. 3.4 c. IETAH. AH. 3•TR ES FRAME Eli. CONC. TYP. TALLAT'I11 manalsrmitimalsematimEmstagundka 1. FOR CONCRETE APPLICATIONS IN MIAMFDADE COUNTY, USE ONLY PAIMMADE COI24TYA ELCO 114' ULTRACON (FORMERLY TAPCON)- MW. 1312" EMBED. OR 114" E 854 CRETE.* UDC 1 11/4" MUL EMBED. 2. FOR WOOD APPUCATIO S3 USE 812 STEEL SCREWS (!E). 1M' ELCO 884 CRETE -FLEX MAY BE U8® MEAD OFf12 SCREWS. 3. WOOD BUCKS DEPICTED AS 1x PRE LESS THAN 11/21 TICK. 1x WOOD BUCICS ARE OP1IOII U. IF UNIT IS MULLED DIIECTLYTO SOLID CONCRETE MICRETE. WOOD BUMS DEPIOT ETAS at AM 112' HOCK OR SEATER, BEITAUATION TO TIE KESTRATE OF WOOD BUOY TO OE ENGINTERED BY 071 1318 OR AS APPROVED BY THE AUTHORITY HAVINOJ CTION(AKI). 4. FOR ATTACHIENT TO ALMON?* THE AUIMINUM SHALL BEA ORME STRENGTH OF 6083 -T6 AND A MINIMUM OF VPTHICK. TIE AAA STISICRIRAI. MESMER EIALBEOFA WEE TO PROME FULL &PPM SUPPORT TO TIE DOOR FRAME =EAR TO THAT SOWN Si THE DECALS 1 2* WOOD t &. ANCHORS SHAM 8E1112 SHEET METAL SCREWS WITH FULL *READ WIGAGEMENT EI'O+ TFE ALUNES241. IF THEM CRITEMA ME MET, t'IAJ. DESIGN PRESSURES USING micmoRme REQUIFEMENTS SHOWN INTABUN14,E TS. 44I,FORANCIHORTYPESMEACCEPTABLE LL IF 80.1. E 71464T KESTRATE, GROUT OR OTTER MATERIAL IS NOT REQUITED. IF UEE D, NON'MEsTALUC GROUT, 3400 PE Mk, (DONE OTHERS) BEET FULLY SUPPORT TFE ENTIRE LENGTH OP TIE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, 302 FELT PAPER OR MASTIC IS REQUITED BETWEEN TIE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • Sao FAlin MOW i2 amt6EMt eirle Deal WWI NO OWNS MN MEET 1160, 44 NNW 81110111XLILOWAILISCEIMIRAMORSAlla FL AIM Naar* A.M174 WAS Naaw 4A7CHORAGE DETAILS ALUM. SLIDING GLASS IMPACT same l t 2 •22 I 0153-11 ampligrat a._.e,e a —O , '69 B PRODUCTRININD complyixkli merlon& AeoseeNo 1388" M9& 114' MAX SHIM WOOD ANCHOR 1•YP., SEE NOTE 2, SW. 12 13/8" Miti. 114' MAX SHIM --► WOOD I ANCHOR TYP., SEE NOTE 2, MIT. 12 2x WOOD BUCK 111P., SEE NOTE 3, MT. 12 114" MAC- •} t4C R M., SEE NOTE 1, 814T.12 Mc WOOD BUCK TYP, ....• SEE NOTE 3, BHT 12 DETAILAM.2 -T sa FRAtYE.MMB_ WO BTETALL.AT 13/8" MEL 114` MAX SHIM -•*•I E.O. 1/4" MAX. OHM CONCRETE ANCHOR TYP, SEE NOTE 1. 12 ELCO 114" TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 114" 384 CRETE-FLEX (MIN. 13/4" 21/2 EMBEDMENT) MM. ED. TYR lx WOOD BUCK WP., SEE NOTE 3, BHT. 12 lx WOOD EMI( TYP., SEE NOTE 3, BHT. 12 4N. :'1S^••• 3.4 KIM MIN. CONC. 44..:-k• OR 18 CNN, TYP. .ligNMErtftW.M. ELCO 1/4" TAPCON (MIN. 13/8" EMBEDMENT) OR ELCO 114' 884 CRETE -FLEX GAIN. 13r4' EMMDMENT) SAL 44RAGK P ME. MB WOOD 8 TAT.LATimIN SEE NINE 2, BHT. 1122 ANCHORQUANTTTES FROM TAMES 14, 8141.8.4.9, PENTAD! TO THE PMCHOR LOCATION OM armor AMA WOOD ANCHOR TYP, SEE NOTE 2, Ma. 12 .T11i.AN.4-TRACl4 A ommEmittanat 114" MAX. SHIM -+1 CONCREIE ANCHOR NOTE 1, MT. 12 2xWOOD BUCK TYP., SEE NOTE 9, 8HT.12 3 W16' 4 3116' MIN. O.C. 7112IL'111. IIMSB M MIN. ED. h'...;, • '-- 3.4 KM MTN. CONC. • OR 1.61481CMU,TYP EGMLAR.ETNAGK JAMB WOODT TALiAT10N WOOD FRAMGIG -1 1 We MTN. 131 "MSI. 2112" lx WOOD WOK TIP., SEE NOTE 3. snit .1't •31' INBT�- ......a ELCO 118•TAPCON OK OR B.00114' 834 CRETBFLEX (14ML I SE' ETT 11T) Cele ,,•rPtt 44. . ..; W000 AKEMOR SEE NOTE 2, MIT. 12 21 UHF MAX FROM COMM, 24 lir MAX T/YLAR. Tt1(FTIS3T MEIREEfildigEn NO CHANGE 1lIN:NNW ctatLAVIINCTOMEMMOMMUIVIIMMININCIINVILIMMUA. 1.4 MOW fIVOTROONCLOOWINIS PAWNS swim% mows 11X CONCRETE ANCHOR, BEE NOTE 1, SHT.12 ANCHOR ( AT FROM 48. FTEiTAN TO THE AID LOOATTON.11' MAX FROM COMB, 24 VP MAC O.C. 34 KSI MIN. CONC. CORMETE ANCHOR OM NOTE 1, 814T.12 7111W MAX. FROM CORNER, Ur MAX. OA (FEW ANCHOR) 24 CAICHORAGE DETAILS ALUM. SLIDING GLASSOOC& IMPACT TS r 1 29 8100 -11 b ,Ssibliblobsoomg .. PRODUCtlIBVISD as conglykg with do Pled& Raba ado Arsuptgaratte DUAL 'B', SHT,18 A- DETAL 'A, SHT. 18 ,.-DETAL'C' SHT:18 DETAIL 'D', SW. SHT.16 1917/16' MAX. WIDTH •- PANEL TYPE 1Y PANEL TYPE PANE. TYPE V PANE. TYPE 121 4 120" MAL HT. SEE NOTE 2 O)00( (2 TRACE() DETAL'F',�P.18 1. SEE SHEET 16 FOR 9 JAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH le 80*. MTS. 1840 FOR SECTION DETAILS AND 8iiT8.4•18FOR ANC9E DETA9.S. 2. RERFORCEPAG1T LOCATIONS: REINFOICEMENTS ARE REQUIRED 91 THE EXTERIOR 91TERLOCKS OF DOORS. SEE SECTION DETAL Of 8HT. 18. 8. d.0 WIDTH a NOM. PANG. WIDTH • 7 2WIIT DLO HEIGHT a DOOR WIGHT Mr 4. (1) LOCK VIEW 164- 181) AT EACH LOCKSTEE, LOCKING INTO KEEPER (D EM 170)AT FRAM JAM OR ASTRAGAL DETAIL 'El, SW. 18 DETAL 'D', SHT. 18 DETAIL V, BHT. 19 SEE NOTE 2 DETAL'Q•, 81'1T. 20 *SE? NOTE 2 SEE NOTE 2 -DETAL 'F', far. 16 SAL ALA XX XX (2 TRACK' OUTSIDE CORNER) A DETAL s'.8141:18 DETAL'C'. WiT.18 DETAIL 7t. BHT. 18 1-DEW. V, SHY. 19 e • I 82 91ffi' MAX DLO TTP. ■ PANEL TYPE 9i' I PANE. TYPE V PANE. TYPE V 1 i PAWL v. BHT.* PANE.1.4 TYPE 1� SEE NOTE 2 } 108 Mr MAX. DLO M. OETAL'M, 6HT.18 0)00(o (3 TRACK RIGHT POCKEO DETAIL 'M', SIC 19 (RDETAIL1. Mfr. 19 DETAIL W, MT. 19 DETAIL '0'.8111'.11 )000( (4 TRACK BY -PASS) TIOSSCTSINOSIMI SUSS Ode 14•Rt Aftw.tase No ~- .I ISM ,ttttrrrri, VIA* Haar ELEVATIONSICOWIGURATIONEI ALUM. awn G /ASS' NOM NTS 14 as 23 IMPACT 8100-11 et 11'1'1.414 'A No . 88708 A fa in STA 0F11 A. iigf Ill 6 i P.R. P.E988TYS • NO J J NO 1. MAXIMUM 1121M PANEL WIDTH FOR Ni PANEL CONFIGURATIONS EQUALS GIT A je`‘ girgeOR (Ni PANEL "TYPES) tO, =Mg penisvel WOW* gasipbta watt* 1110111. -S kitiVimse PRODUCT REVISED zionscomptievalth t & ie Plod AraeptesteNo a imam Imam* ,ERT.SECTIONS) 2.62r RISER .93r 31W Mart r i SL 2314 ° HEIGHT SILL HERMIT 108' OLO A DETAIL '0' TYP. RISER 1 5r OLL Thar Misomota N 24 OR PPADUCt 881/188D cosucaloroimelairlalhortatido AooepMrosNe .11 l :, ar ... A DETAIL 'P', ISMOLO im Adorns Ratko Dater eueleta VERTICAL SECT DETAILS 66 SILL RISERS OPT. ALUM SWING MASS DOOLUMPACT 1712x I. M a I maail SILL RISERS OPTIONSA No. 68705 N 12• Le. '0' PANEL W (T LOCATED AT TOP & BOTTOM OF FOND PANEL DETAIL 'A' (FIXED PANEL) 06 Magi VOL NORM MOTIONS) DETAIL 'B' Pi EN 14R i TE; TABLES 8 AND MEETS 8A181 8 REINFORCEMENT MIMED gaz N THE BOERIOR NTIM.OcKOF DOS REQUIFUNG IiEMiP ENENT DETAIL 'C' (REINFORCED) DETAIL 'D' DETAIL 'G' (FIXED PANEL "0") mat - irLfl. '01 PANEL MT. LOCATED AT TOP & BOTTOM OF FINED PANEL. SCREW ITEMS 132AIR/ 184 LOCATED 1 V FROM EACH EM) OFT • ATM (AU. NORM SECTIONS) • MEgia ntOnlier Mara Lin PRODUCT RIMED is amptylOt w!! 8a Pleas Ibilffing Cods DETAIL vim MOIR WellICIINGLOOYMM PA I A. ® DETAIL (NOT REINFORCED) El SW* Bomar HOR/ZOMAL sEcnoN DETAILS QIMPACT edam 17/2x1 t u 2.4 1 810641 sumcroweem ami!iewMalelr'llk �w4ww40MMee 47 Se • NtODUCTROVISMI rundinscomiZewilh lhsl acwraea.H. 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