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WS-15-2804
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 1050 NE 105 Street Miami Shores, FL 33138-2106 Owner Information Parcel Number R plai PPRbVE Expiration: 7/25/2016 Applicant Address 1122320280060 Block: Lot: PHILIPPE ALLUARD Phone CeII PHILIPPE ALLUARD 2655 S LEJUENE Road CORAL GABLES FL 33134- 2655 S LEJUENE Road CORAL GABLES FL 33134 - Valuation: Total Sq Feet: $ 6,000.00 00 Type of Work: REPLACING 1 WINDOW AND 4 DOORS No of Openings: 5 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $2.25 $2.25 $1.20 $150.00 $12.00 $4.80 $176.10 Pay Date Pay Type Invoice # WS -11-15-57651 11/03/2015 Check #: 3298 01/27/2016 Credit Card Amt Paid Amt Due $ 50.00 $ 126.10 $ 126.10 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity wit, he plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibior all work done by either myself, my agent, servants, or employes. I understand that separate permits are required CTRICA„ '-LUMBING, M,'. ANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS FFID certify that all oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an • z ;;p�• ' uthermore, I = ,: rize the above-named contractor to do the work stated. Auto zed Signau —OOwn r / Caantrator / Building Department Copy January 27, 2016 Date January 27, 2016 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No ❑ ROOFING ❑ REVISION ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: /O,.co /yr. it7s • . O City: Miami Shores Folio/Parcel#: Occupancy Type: Load: 0 OWNER: Name (Fee Simple Titleholder):AI ?Jaw L ilee6 Address: /V S_© Nr /01-r t City: M /Arm. / .Sly ot2t3 State: ((�„ Tenant/Le /eke Name: N/^� Q Email: j/ htsu.rbtAh1/.NcT CONTRACTOR: Company Name: till /1/E& / L.d d L.(EIZ. Phone#: 3o r3 tr3 Address: /0},A0 /VP. pc £ City: ffki /Am/ .:40/2F.$ NOV 0 3 2015 BY: FBC 20/41 C-1/ 22C l5 IC ig07 RENEWAL ❑ EXTENSION ❑ CANCELLATION County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: Phone#: 3or1a 73 -3 Zip: 7j/ 3 if Phone#: State: Zip: 3 F Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Z r� DESIGNER: Architect/Engineer://* �, ,/v/ ilal� Phone#: !d r �l Pi. Of fb o Address: 30 S&i Z �S T CityCcoWurr,, o 1/4tate: Zip: 3 3 / 3 Value of Work for this Permit: $ OD d Square/Linear Footage of Work: f / Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: kV' /N 00111 S'14ti PF/e /3 i L / frWA/DayJ i- Lt DOD) 2 Specify color of color thru tile: Submittal Fee $ Permit Fee $ II SO • CD CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 12-C ° 10 (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 no • roved ' ;. d a reinspect : i ee will be charged. Signature OWNER o 'T Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day ofittif/ /jP/ , 20 /)."—' , by day of , 20 , by /Ph, /, 9 ,9/l (_ �/� , who is personally known to , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: NOTARY PUBLIC: Sign: Print: Seal: 1 e'4 Notary Public State of Florida Joanna M Feliciano p My Commission FF 082753 oFOr Expires 01,12/2018 **************************�q******************************************************************************** APPROVED BY (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk FT _- • E COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF RZGULATO AND ECONOMIC RESOURCES (REIl) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIINISTRATION DIVISION T 786 315— 590 F 78 . ..3 15--2599 NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive: Nokomis, Fl. 34275 'SCOPE: This NOA is being issued under the applicable rules and regulations govern; the use of construction materials. The documentation submitted .has been reviewed and accepted by i Dade County REF. Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). 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 AIDS (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 ART may immediately revoke, modify, or suspend the useof such product Cr material within thea jurisdiction. BEER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that thisproduct 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--770" Aluminum Sliding Glass Doors w / 90° & 135° corners— L.M.L APPROVAL DOCUMENT: Drawing No. PGT0130 (former PGT0002 Rev C), titled "Series 770 Alum. SGD — LM Impact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn .Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miemi— 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, series, and following statement: "Miiatui—Dade County Product Control Approved", unless otherwise noted herein. RJVISION of this NOA shall be.c onsidered after a,renewal application has been filed and there has been no change in tine 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/ er manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any `other imposes shall automatically terminate this NOA. Failure to comply with any,sectian of this NOA shall be cense for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration elate -may be displayed in advertising literature. If any portioa of the NOA is displayed, then 31 shall he done in its entirety. •• ••• • • • • • •• INSPECTION: A copy of this entire NOA shall be provided to the. user bar T® t}ratintkc4uk: or its distributors and shall be available for inspection at the job site at the rcque4 of jljq 13ujf ding tteiaI,. • This NOA revises and renews NOA. No. 14-0123.10 and consists of these pages 1 and 2, and evidence pages E-1, E-2 arid .FA, as well as approval document tuentioned above. The submitted documentation was reviewet1`lry Jaime D. Gascon, P. E,' • ' . • • •' • ' • • •• • • • • • • • • ••• •• :•• PRI&No. .j4 0138.11 ixpiratiort Date, February 17, 2020 Approval Date: February 12,.201,5 ••• • • • • ••• • • pagel •• • • • • • • • • ••• • • • • • • • • • • • • • • •• ••• •• • • ••• •• ••• • • • ••• • • POT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. ManufaCturer's die drawings and sections. (Submitted under previous .NOA No. 14-0123.10) 2. Drawing No. PCT41.30, titled "Series 770 Alum. SOD -= LM Impact", sheets 01 through 22 of 22, preparedby manufacturer, dated 08/05/07 with the latest revised on. 01/30/15, signed and sealed by Lynn. Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FRC, TAS 202-94 3) 'Water Resistance Test, per PBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20.1-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1,. and TAS' 202-94 along with marked—up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. VFL---7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P. E. (Submitted ander previous NOA' No. 14-0123.10) 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 2411.32.1, and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980--R, .FTL -6001 R and lerL-6015-414 have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.1 0) E-=1 • • • • • • • • .. • . • • . . . •• • • •. •.•• •• •�_ • �'• •_ ' • . • •' •i .. • `.• • • • • ... .Jaiule D. go ". E. Proluet Ctati otSietionupetvisor •: :. • . • DMA I o. 14-0]2.8.1 I 'EzpifatIon tf e: ?ebruary 1772020 Approval Date: February 12, 7,015 .•. . . • • • .• • • • . . •• •• • • • • • -. • •••• • • . • • • • • •• • • • • . • •••• •. • • •• •• ••• •• ... . . • •• ••• • • MT Industries, Inc. I+TOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 est, per FBC 2111.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagramof aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT1,-3980, FTL--5993,1+M-6036, FfL---6001,1111-6014, FTL-6015, FTL-$017, FTL-6023, FT1-6024, 1 TL --6023, FTL- 6028,. 1 TL --6031, X033 and 1TL-6036, all dated 08/10/09, signed and sealed by Julia Gonzales, P. E. 4,V4ubmiUed under previous NOA No 09-082410 C. CALCULATIONS I. Anchor verification calculations and structural analyses, conformance to and complying with FBC 2010 and with FBC. S'' Edition (2014), prepared by manufacturer, dated 01/30/15, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami --Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTLFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeN emours & Co., Inc. for their "DuPont Butaeite® PVI3 Interlayer" dated 04/11/13, expiring on 12/11/16. 2. :Notice of'Acceptance No. 11-0624.02 issued to E.1. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas!? Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 541' Edition (2014), issued by manufacture, dated 12/17/14, signed and sealed by Lynn Miller, P. E. 2. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P. E. (Submitted under previous MA No. 14-012110) 3. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, I'. E. (Submitted under previoricNOA No. 14 0t 23.10). • • • • :: •: . • • :: . •• • • • •• .� . • • •,.- •r 6 • •' •• • 1 �r�- .rJfl • • • •! Jaime ii. Oascons P. E. •Pratirrrt Control Section eJriibor • • . eNttgiYo.1�II1 .11 %rcpt tion Aayea:F;brttart 17,10"20 %dermal hate: February 12: 2015 000 • • • • 000 • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL-7554, issued by Fenestration Testing Laboratory, Inc., dated I1/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA Na. 14-012310) 5. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 14-0123.10) 6. Laboratory compliance letter for Test Reports No.'s FTL--5980-R, It FL -6001-R and 1+"1`.G --6015-R,. reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09, signed and sealed by Julio Gonzales, p. E. (Submitted unnder+previous NOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s II'L 5980, FTL-5993, FTL-6036, FTL---6901, FTL-6014, FTL-6015, FTL--6017,.FTL-6023, FTI -6024, FTL--6025, FTI. -6028, FTL---6031, FTL-6033 and I+ FL --6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09--9826.10) 8. Proposals No.'s 09-0177, dated 03/1.7 & 31109, 09-0177A, dated 05/07/09, 09-017713, dated 06/09/09 and 09-01770, dated 1.1/18/09, all issued by Product Control, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0826.10) G. OTHERS RS 1. Notice of Acceptance No. 14-0123.19, issued to POT Industries, Inc. for their Series "SGD-774 Aluminum ceding Glass Door wi wo Reinforcements", approved on 02/06/14 and expiring on 02/17/15. E-3 . . • •.. • • •• ... IC: : •_. • •• �[ON° D. gaoQ1 '. E. •ProductCQaitrotStetion fupeCvisgr •: :. • . • 304 No. j4-0122.11 • •Expitation trite: 1ebroar ,11; 2020 Approval Date: February 12, 2015 . • • • • . . ••• . . • • • . • • • ... • • • • . • • • • • . • .• . • . .. . • •.• . • SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 6. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA. BUILDING CODE. FOR ANCHORAGE DETAILS SEE SFE_ETS 0-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE, 5) INSTALLATION SCREWS. FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-8014, FTL-13015, FTL-8017, FTL-6022, FTL-8023, FTL-8024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 Group Anchor Substrate Frame Member Min. Edge Distance Mln. Embedment 1 1/4' Eton Maim Gamete (mht. 2.85 ksf) Heads-BtSIJamb 1" - 1318' UMMultrdCMU, (A87M C-90) Jamb only 2.112' 1-1/4' Groused CMU (AIM C.90, rain. 2 kal grout) Jamb ordy 2112' 1-3/4' 2 1/4' Elco 410 S.S. CreteFtax Commute (min. 3.35 kap Headi81lVVJaenb 1" 13/4' Unwonted' CMU, (ASTM Com) Jamb only 2-1/2' 14/4' P.t Southam Pine (SO<0.S5) Head/B=391Jamb 1` 1.395' a (min. 2.85 null) Head/881 1" 1.3/8" 114" Eton WomenComte Unguided CMU (ASTM C.80) Jamb ordy 1" 1414' 1112, 18.8 or 410 S.S.SMS, 11 P.T. Southern Pine (SL3.0.55) HearlSIIUJemb 9118' 1418' Akuninura, 5033 T8' Headf8illNamb 318' 0.083" Steel, A38' Head/311/Jemb 318' 0.050` (n*i tlnreadal(rt) Steel Stud, A853 dr. 33' Head/$ Jamb 315' 0.0451' 114' Eton 18.8 S.S. Aggre-Gator Concern (ado. 3.278 ksl) Heat11Sl91Jasb 1-112' 1918' Ungrouted CMU. (A13174 040) Jamb only 2' 14/4' Grouted CMU (ASTM 0.90, mkt. 2 kei grout) Jamb only 2' 2' P.T. Sour om Pine (80'0.55) HeadfSIiUJanb 1" 1-318" 4 #12, $teat SMSG5, (mkt. 11 threads/in) P.T. Southern Pine (SG'0.55) Heed/881/Jerub 9/18' 1418' Aluminum, -15'. Head/8 31 3/8' 0083' Steel, A30' Head1812/Jantb 3/8' 0.050' Steel Stud, A883 Gr. 33' head/BtiUJarnb 318' 0.0451' MIN. QF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE;AUTHORITY HAVING JURISDICTION. ""P -HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR REMENTS. ANCHOR NOTES ALL SPECIFIC P -HOOK REQUI 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADEI COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REL" "REMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD B KS ARE OPTIONAL IF UNIT1S INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR G TER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK D SIGN AND INSTALLATION 1S THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILD! G OFFICIAL, 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS. NOT REQUIRED. IF USED, NON -SHRINK, NON METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH Ol: THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FET PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B. SEE iaETAILB ON SHEETS 4 & 6 B a6e• • • • , • • • • • • •t• e scription (Elated from Exterior to Interior) 733 /18" Lemiggegpit ea of 3/16" S G with.090' PVB IMe0eyer _ IBA • M16" Lemfaalkt (2) ties of 114 •I (8sa4v8h .090' PVB Malaya g4 7/18' Laminate* (2) mail of 3018t'0 4ii w10n .090' SG Watson' :Ct4& J18" tarnck Utea of 114" lip a Stn .090' sG kdadayer G5 1'Lemk►e" Lg.: 3/18' T Ectet :e" AU Spam+ 7116" Lamlffated: (2) Utee of 3118" HS Gleed with 020' PVB Magyar Cha a a % Laminated LG.: 1/4" T Extorter Ca +5/16" Air Space + 7/16' Laminated; (2) Linea of 3116" HS Glass v/411 090' P1013 interlayer • AA' • f Lamtna1eLe.? 01r 7Extet p••+•3(f Alt Space + 7118` Laminated: (2) Utes et 3116" HS Gam with .098' 30 interlaye • GOA V LemlaatodI.e.f114' T Extorter alp •616" Afr Spate + 7(16" Lstrrklated: (2) Utes of 3/18' HS Glass with .090" 30 lnterlayel • it 118" Laminate* (2) Utea of 3MP A4p4,fitame with .060' SG kdstkyer Al Q/18" Laminated: (2) Wes of 1t4'./n �11r with .090' SG Wedayer i • G8 1' 1.tuninatedalLe31W TExterior Cap: 3/8' Air Spare • 710" laminated; (2) L2ee of 3/18* ANN Glass with .098' 913 intedaier •t13A 1' Leminatedi.Q: U4!. T ExtedolCala r EW Air Space + 7/16' Laminated; (2) Lkee 0/3/18' ANN Glaes with .090" SO §ttedayar - NOA DRAWING MAP SHEET GENERAL. NOTES.. ....... EXAMPLE CONFIGS.......»2.3 GLAZING DETAILS,.,........, 4,5 ANCHORAGE 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS 12-14 ELEVATIONS 15,16 PANEL./SILL TYPES 17 CROSS SECTIONS. 18,19 PARTS LIST 20 EXTRUSIONS 21,22 UESIGN PRESSURE RATING IMPACT RATING SEE TABLES 9, 2 6 30N SHEETS 6.7 & 8 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE GLAZING NOTES: "ANN' = ANNEALED "HS" = HEAT STRENGTHENED "T' = TEMPERED "PVB" = DUPONT .090' BUTACITE PVB "SG" = DUPONT .090" SENTRYGLAS lame* Wig wader. Veto: Rimtityno Dimly Beit 8rrd-efy, Per .11i 1070 TECHNOLOGY DAM IN.VEIyICE FL3/278 /9494134900 cam: OF AGIX WOWS GENERAL NOTES AND MAP SE• RIES 770 ALUM. SOD - LM IMPACT OtaWb. 6/3P.770 NTS 1 22 PGTO13U :•-- 7./", STATEl S10NAt. �•. 1j/1ilttltA A. LYNN MILLER P.E. P.E.#58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 mom 1 [Ea ill MAX. UNIT HEIGHT PER TABLES 1-3 WWI 1 -PANEL POCKET 1\ r NP7iK7 CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 1 MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH a NOM. PANEL WIDTH MAX. UNIT HEIGHT PER TABLES 1-3 iE?rKi Nk7Nisr 1 3 -PANEL CONFIGURATIONS NOM. PANEt•WIDZIA • %ERTABIg01i'}• • • • MAX. UNIT ••••' EIGHT • •PBFf!ABLES 4-3 • POCKET �~s MAX. UNIT WIDTH 2 -PANEL. CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 s t MAX. UNIT A HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL °Jw", "Jc", "Kvf OR "KC" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE 00000, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° 8135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. = OPERABLE PANEL, "O" = INOPERABLE PANEL „p" ® POCKET - DETAIL LETTER = WOOD OR METAL INSTALLATION "C"=CONCRETE INSTALLATION SHEET NUMBER 1 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.888" fE?%OPriE7NV, [E7, r `,- • • • • • • • • •:.SRPANEL CONFIGURATIONS • • • • • Rersditc Ake • • • Radfe A•: ANdb•r Remaly: aHa ROnx • •• • • • • • WITIFF WWFWETN17 4 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 POCKET ora rya[ 7NE %E7 ieN r L.� CORNER TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) unzt„s bete ebodseler Am: JR 10110114 107DTECHNOLOGY WOVE N. VENICV, Ft 34210 040480.1660 CERT. OFAUIH.119798 EXAMPLE CONFIGURATIONS SERIES 770 ALUM. SGD - LM IMPACT saraac=eee sem: aft* ttMp ka sono NTS 2 d 22 Fatal 30 mamma MOW- 0 p1yit *Who Wkwitla luildins Coda :4 4 Macrame t ±ie' muni 0.],1Nreit I t ('jiT,, t 0,0ENS& • • ,�` • STATE , Ar Are '''t�A Atly? lU RE. P.E.#587215 EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT, 96" OR 120" MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT IRR 5I:7 Ark 517 'rel-----� /1 f NOM. PANEL WIDTH PER TABLES 1.3 1 MAX. UNIT HEIGHT PER TABLES 1-3 6 -PANEL CONFIGURATIONS NOM. PANEL YtIDTII • PER TABLES >:3 •-� 1 NIT 19;7 1 MAX. UNIT WIDTH // 1irk NtY i 1 POCKET ��d----- eta % ]!"-sir]t?3LA"A IRA 7 -PANEL CONFIGURATIONS • • •'MAX. UNIT •••MIGHT REP.WLES 1 • • • • • •••• • •••• • • • + 4sn • • • • • }•• • ms(-."fifk7 ; • • • • • • 517 • 6/ • • • •• • • • • • • JUL?• 1 5L7 -J Arr,I'J 5LY 1 MAX. UNIT WIDTH iFJ 5�L-7.7 / l / �47 1 5E7[EY NE7[EY NYTNE, 5LY 1 8 -PANEL CONFIGURATIONS 1 Ark 517 4 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pX0CX OR XXX(p. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 00° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. °X" = OPERABLE PANEL, "0* = INOPERABLE PANEL, "p" = POCKET 1, -----DETAIL LETTER = WOOD OR METAL INSTALLATION 1----SHEET "c' = CONCRETE INSTALLATION T —SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT -10.126" PANEL HEIGHT = DOOR UNIT HEIGHT -1.865" ii fr2a[ f 14P Ar 3 SY�ti$75f7�.YlTiY7NO' moDu rR9NIIWED Ut nsC•da the PhuWe. As:A:ponce No Bxpiratio•pate Rsisday: amigo= Render JR X10114 es 1070 750040LOOYDRIVE N. VENCE, F4 34275 (041)4004600 CERT. OFAt7/fi0 EXAMPLE CONFIGURATIONS SERIES 770 ALUM. SOD - LM IMPACT 800.7x0 NT$ 3 . 22 PGT0130 iumr 7.d:. 717' lll '" �t0ENSF,. lfi�i' �. '7:7721C.::%„. • No. 58705at i'C�'.FLORi So in TE OT . \ A. LYNN MIUER. P.E. P..#.58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A 7/16" NOM. 3116" HS GLASS .090" P1 3116" HS GLASS EXTERIOR 3/4° NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G3 9/16° NOM. 1/4'IA GLASS .090" PVB 114" HS GLASS EXTERIOR a • • . • • • • • • • 314" NOM. GLASS BITE • • J/16" L:QMTF ATED 61.51§§, TYPE G3A •••• •••• J3LAZIND NOTE%,,,„. • ••••• C*NN"+AANNiALED tS" = F'TEAT STRENGTHENED • •rk°11EMPERE • "1S1{R" = DUPONT�BIITACITE PV • ariallPONT .090" 8EVTRYG! : 7/16" LAMINATED GLASS, TYPE G4 9/16" NOM. 114" HS GLASS .090" SG 1/4° HS GLASS EXTERROF( 3(4" NOM. GLASS BITE 9/16" LAMINATED GLASS "E G4A 3/16" HS GLASS .090" PVB 3/160 HS GLASS 3/8" AIR SPACE 3/16" I GLASS EXTERRPR a 1" LAMINATED I.G. GLASS, TYPE 05 3,16" HS GLASS .090" PVI3 3116" HS GLAS 5/16" AIR SPACE 1/4" T GLASS EXTERIOR a 1" NOM. -0, 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G5A "PRODUCT mimeo as complying Wit tba Ploeida Sugars Code Accurtattoe '""T" + 1S . pe•+tgx, ' • • • tiovO •A ale/i"tManz Rend* 0a krNebme Lia- JR oar 10/10114 Grodular 10707001NOLOGVDfOVE N. MICA ft -36273 (011)-480.1600 CERT. OrAVIH. $20290 GLAZING DETAILS SERIES 770 ALUM. SGD - LM IMPACT 600.170 Sate NTS 4 d 22 POT0130 Daae tact Control ot till ti it If/ T*No. 58705•'s'0.' • 'y 15 ' • ATE• �! • FLORID!`••'•(yv�� ///76/0 A _N%‘ 1'IuEk• P.E. Ri.E.$ boot GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A 3/16" HS GLASS .090" _ 3/16' HS GLAS- 3/8" AIR SPACE 3/16" T GLASS EXTERIOR 1" NOM. -•- 3/4" NOM. GLASS BITE 1" LAMINATED LG. GLASS, TYPE G6 3/18" HS GLASS 090" SG 3/16" HS GLASS 5/16" AIR SPACE 1/4° T GLASS EXTERIO • 1" NOM. -I.- ° * Q c) 3/4" NOM. if GLASS BITE • 1" LAMINATED I.G. fI'.A$$, TYPE G8A •• •• G11NG NOTB6: • •040&ANNEALIO•• •••• "HS" a HEAT STIVIVIVIENED • .. • • • i%%,IERED *WS" .A90" BUTACITt1.�1/t• •°601r4 DUPONT .090" SENTRYGl.A9 • • • ♦ l'e•!• tear q•.�,. • • • • •• •• • • faraVix rtrabroar • •.•• - • • • 7/16" NOM. 3/16" ANN GLASS .090" 8G 3/16" ANN GLASS EXTERIOR 3/4° NOM. GLASS fi TE 7116" LAMINATED GLASS, TYPE G7 9/16° NOM. 1/4" ANN GLASS .090" SG 1/4" ANN, GLASS EXTERIOR a 3/4" NOM. GLASS (BITE 9/16" LAMINATED GLASS, TYPE G7A Reader ' • OF &Ix &wonder• lk6u JR 10/10/10 0070TECHNOLOGY ORWE N.V N1GE, FL84276 (800)460.1600 CERT. CE ARK 02020E 3116" ANN GLASS .090" 8G 3116" ANN 0 3/8" AIR SPACE 3/16" T GLASS EXTERIOR 1" NOM. -••- �3/4" NOM. GLASS BITE 14ILE, C) 1" LAMINATED I.G. GLASS, TYPE G8 3116" ANN GLASS .090° gi 3/16" ANN GLASS 5/16" AIR SPACE 1/4" T GLASS 1111 tjW Afi it\ :1;11111 1" NOM. -'"- EXTERN 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8A GLAZING DETAILS SERIES 770 ALUM SGD - LM IMPACT SadosAirdst 8(40.770 NTS 6 0< 22 amu# ?aro f30 PRODUCT RIMMED to eomplybI Odds° Florida R dldna Cfrik Moto n:a No VI- Z - Design Pressure (DP) and Anchor Quantities Required, (for ail approved t onlgura4tons on Sheets 2 & 3) For comer astragal anchorage on 90° or 135° comer units, 8 ee sheet 11 Maximum DP for all sizes: +BO 140 (May be limited by Table 1A) Table apnea to Glass TYpes 3, 3AA, 5, 6A. 7, 7A, 8 & 6A and thee Stile / Astragal types shown t ow. Door Ung Height 80" 84" 910 98" 69 -7TH` DLO 7J-7/8 a.,579.7/8" DLO 8'57/8` -DLO � Anoho Group Anchor Group Anchor Group Anchor Group 1 2 3 4 1 2 3 4 1 2 6 3 4 1 2 3 4 a. 24" ir DLO HeadISIII C4+1 64+r C4+1 04+1, 04+1 Gt+i 641 04+1 04+1 C4+1 C4+1 04+1 64+1 C4+4 04+1 04+1 Jamb 8 8 6— 8 8 8 8 8 8. 8 8 8 8 8 8 8 P -hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+87+8 7+8 7+8 7+8 30" D Head/Sill _ 04+1 C4+1 04+1 04+1 04+1 04+1 04+i 04+1 04+1 Cs4+1( 04+1 C4+1' C4+1 04+1 04+1 04+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-h00k 8+7 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+85 7+8 7+8 7+8 7+8 7+8 7+8 36"29" DLO Head/SM04+1 C4+1 04+1 04+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 04+1 C4+1 C4+1 04+1 04+1 Jamb 8 8 8 8 8 8 8 8 8 8; 8 8 8 8 8 8 P -hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8• 7+8 7+8 7+8 7+8 7+3 7+8 42" DLO Head/8l8 C4+1 C4+1 C4+1 C4+1 - C4+1' C4+1 04+1 04+1 C4+1' 04+1 04+1 C4+1 04+1 04+1 04+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Phook 8+7 8+7 6+7 8+7 7+8 748 7+8 7+.4 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 ' 48" 41 s DLOJamb Head/SIA C4+2 04+2 C4+2 C4+2 04+2 04+2 04+2 04+2 04+2 04+2 04+2 C4+2 04+2 04+2 04+2. 04+2 8. 8 6 8 8 8 8 6 8 8 8 8 8 8 6 8 P -hoop 8+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7, NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 80.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 40, 3-1/4" AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLMDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTAI4ED. • •• • •• • •• .• • •• • • TABLE 1A: 8111 Heightto Max. (+) DP (Water infiltration Rating) SRI RiserHelght (+) Design (Flat or Box, area Sheat 17) Pressure, Pet Flush -1-117 see note 3 1.00-2.-1/2" +48:57 Medium - 3-1/4" + 80.0 High -4" +800 SEE NOTES 1.3 DLO WIDTH= NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.1250 PANEL HEIGHT = DOOR UNIT HEIGHT - 1.8E6" OH RATIO m OH LENGTH OH HEIGHT Interior • • • ' P hook • _ Lackstile @Jamb Straight Astragal Assembly Lockstile ® Straight Astragal 90" Astragal Assembly Loc file ® 90° Astragal 135" Astragal Assembly Lockstile @ 135" Astragal , . $t�ndard Sri esu ° Standard Stile • Standard Stile Standard Stile Standard Stile Reay -duty Stile Heavy-duty Stine Heavy-duty Stile Heavy-duty Stile •• •••• •••• • , • • •• • • - ft-- m Standard Astragal e.L� li,j Outside Comer Instde Comer outside Corner Inside Corner ' 7 , Outs'. Corner` _. � r lig i • 'Ai MI . 11••• • •'passe IASide Corner •=��ji1: • • • • • • • f 1� • • • • 1160 (x22 • •Pint • • • • •• • • • • • • Part 1160 • Part 1160 Part 1160 (Stile) Part 1167 (Astragal) Part 1160 Part U61 (stile) Part 0118 (Comer Receiver) Part /1119 {Out.) Part 11120 {tn.) Part 1161 (Stile) Parts 1133 & 1132 {Corn. & Fed Mount) Part 1161 DON 4 10/10/44 • ••••e• estisioft tatlikeW oe.a•asr PRODUC REN$W5D e ceauptyinuxdihdye Florida Bundles Cade A Aeceplue. Nu BY - BY -Miami »o `' [blot Myr , ' 'ya`I LYNN 41/4 �»,, '% • • Oat= • •• • • • 0070 TECHNOLOGY DRIVE N ME*0Z 71.34275 Isar -480.1600 CERT. OFNJTH,A sc DPANDANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT Sots• Ae sari; 800-770 NTS aboi $ d22 Dvalvta. Pa70120 No. 66705 • 1°p€J` TATE Or .- A I YNN tIaCER, P.E P.e.058705 TABLE 2: Design Pressure (DP) and Anchor Quantities Requhed, (tor all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 1W comer units, see. sherd 11 Maximum DP for all sizes: •x801-80 pay ba Med by Table 2A1 040r Unit He�M Table appile s to Glass Types $0" 84' - tiff WbLO 10r" 106" 114• t :" 4, 4A, 8, 8A, 7, TA. 8 & 8A a, Are , 6e, , 7A, 8 69-V8 DLO 79.718' 010 78.78• DLO 8S7 9171•' CICO 97478' 010 103 718• DLO 409.718' DLO 4 type• below. maw < „ Anoka Group Anchor Group Anal• Group . Anchor Group Molter Group Anchor Group Anohor < shown 1 -L 3 1 4?._. 2 3..__ 4_. 1 2 3 4 1 2 3 4 2 -.. 3 4 1 . 3 4 _ 1 2 .3 4 .._.__..._... ..�.r:1. ,i, J4 J+ :'+ �.+ �. 04+1 �' 1 C4+1 +�+ •�+� J�!- .�+ S v,, �+ .y ��+ .�+ � �t + �' 1 04+ ��+ y, a+ J' a + 1 �+ Jt 24' ALO Jamb 3 8 6 8 8 8 8 8 8 8 8 8 8 .8 a 8 10 10 10 '8+0 10 10 10 10 10 10 10 10 10 40 10 10 10 P400k 8+f 6+7 6+7 8+7 748 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 ;7+8 8+9 8+0 8+9 8+0 8+9 8+0 8+9 9+10 9+10 94-10 9+10 9+10 9+10,;8+10 9+10 „ Head/a31 94+1 04+1 94+1 64+1 61+1 04+1 944.1 04+1 04+1 04+1 94+1 04+1 04+1 04+•1 04+4 C4+1 04+1 04+1 04+1 04+1 04+1 OW 01+1 04+1 04+1 94+1' 0441 04+1 04+1 04+1 04+1 01+1 30• Jamb 8 8 8 0 6 8 8 88 a a 8 8 8 8 8 ie- t0 10 10 10 10 10 10 10 10. id 10 10 10 10 -9+10 . 10 Q�LO P4rook 8+7 8+7 8+7 8+7 7+8 7+8 7+8 1+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 6+9 8+8 849 8+9 6+0 8+9 9+10 9+90 94-10 9+10 9+10 9+10 9+10 Mom 04+1 04+1 04+1 9411 C4+1 04+1 C4+1 C4+4 9.4+1 C4+1 94+1 04+1 04+1 C4+1 Q4+1 +.1 04+1 04+1 Z44+1 04+1 04+4 C4+1 04+1 04+1 044 04+1 C4+1 C4+1 01+1 04+1 04+1 0A+1 38• Jamb 8 8 8 $ 0 8 8 8 8 8 8 8 8 8 8 8 + 10 10 10 10 10 10 10 10 10 10 10 10. 10. 10 10 10 DLO 1' -hook 8+7 8+7 8+7 8+ 7+8 7+8 , 7+8 7 7+8 7+8 7*8 7+8 7+8 +8 7+8 ; t8 8+9 8+9 +9 8+9 8+9 8+91 8+9 10 9+10 9+10 9+10 9+ 10 9+10 atH9ad1S18 C4+1 04+1 94+1 04+1-04+1. 64+1 94+1 col 04+1 04+1 04+1 04+1 04+1 94+1 04+1 C4+1 04+1 94+1 04+1 04+1.04+1 04+1 04+1 94+1 04+1 09+1 C6+1 08+1 04+1 94+1. 03+1 05+1 k 42' Jamb 8 8 8 8 8 8 a 8 8 5 8 3 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 DLO P4ao3 8.7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 . 7+8 7+8 7+8 7+87+8 8+9 8+0 8+9 6+9 8+0' 8+9 8+9 8+9 9+10 9+10 9+10 9+10 0+10 9+10 9+10 9+10 Head1819 04+2 -04+2-C4+2 C4+2 C4+2 04+2 94+2 Cil+2'04+a 04+2 04+2 04+2 04+2 04+2'C4+2 C4+2 04+2 C4+2 C4+2 04+2'04+2 CA+2 C8+2 05+2 C4+2 C6+2 06+2 CS+2 05+2 06+2 C5+2 C5+2 45' 41' >'b 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 40 10 10 10 10 • 10 10 10 10 0 10 10 r, 10 10 11 OLO P4rock 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 748 8+9 8+9 8+9 8+0 81.8 • 8+9 8+9 8+9 9+101 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SIO 04+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 04+2 04+2 04+2 04+2 64' �� Jamb 8..., $. 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P• 100k 8+7 8+7 6+7 6+7 7+8 7+8 1+8 7+8 7+8 7+8 7+8 7+8 7+6 748 itt 7.4 Not available In these sizes t eadf$111 04+2 C4+2 04+2 94.2 94+2 04+2 C442 04+2 94+2 04+2 C4+2 04+2 94+2 04+2 4:5+ 08+2 DLO Jamb 8 8 8 a a 8 8 8 8 8 8 8 8 8 a 8 P•hook 8+' 6+7 6+7 8+7 7+8 7+8 7.8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +6, .7+3 NOTES: C) = EXAMPLE ON SHEET9 DLO WIDTH = 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.4/4" SILL. 2) WHEN USING THE 2.1/2° SILL, POSITIVE WATER DP IS 49.67 PSF MAX. WHEN USING THE 3-1 /4" SILL, TABLE 2A: NOM. PANEL WIDTH - 7" POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 80.0 (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. PSF MAX Sill Height to Max. (t) DP (Water infiltration Ing)DOOR OH LENGTH 1....._ ®LO HEIGHT = UNIT HEIGHT -10.126° 3) 4", 3-114 AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE POSITIVE DESILL IS NOT SIGN PRESSUMUST LY BE USED WHERE WATER RESISTANCE IS NOT RES SHOWN IN TABLE 2 MAY BE USED WHEN N THEDOOR ISS PROTECTED MAX.CTED WITH THE CURRENT FBC ADJACENT DIAGRAM); THIS CONDITION 1-1/2" : BY 4S VI Ft Helght (Etat or Bax, see Sheet 17) Pressure pst _ w s X }{ $ PANEL HEIGHT = OH RATIO a 1 POOR UNIT HEIGHT - 9.886" AN OVERHANG COMPLYING (SEE NOT RATED FOR WATER INFILTRATION. Flush -1.1/2" see note 3 0 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCEAND EMBEDMENT INFORMATION. Low - 24/2• + 48.87 SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium - 3.1/4° + 60.0 5) DOOR CURRENT 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE 0 OH LENGTH INSTALLED.OH THE FOLLOWING STILE & ASTRAGAL TYPES SHAU.. BE USED FOR TABLE 2, SEE S1 -EE $ 21 & SEE NOTES 1-3+ OH RATIO = HEIGHT 22 FOR PART PIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. •• • • ' Interco • : • • P•hgolr Lockstlie @lamb Straight Astragal Assembly LocksUle Cel Straight Astragal Astragal blf Leastite (a 90' Astragal 135" Astragal Assembly Lockstlle 9) 135" Astragal PRODUCTRENiiWPD es complyhcg,elib tisx fluids • •' •& Stiles epvy duty • • 4 -Leavy -duty Stile • 7 Heavy-duty St1Ie. W hr Heavy-duty.Stlie Heavy-duty Stile He dut stile ' Y Heavy-duty Stile Y h vy duty Flea Stile Heavy-duty Stde W Y t1,dt Cada .�j eanceWe.d. `` /1 Acceptance •••••• • • • • • • : Standard Astragal Outside Corner Outside inside `\Cornet - `.� •• - • • - its Corner ` ♦ .'�k Mme l nae 4d ..... ••• ••• ••••• ��=�' •••••• • _ • • mlll�i� ••• ••.••• 6 riffs inside Inside Corner Outsid = Corner " l(/�,,, e� � .•''UCENSe ..: rp �i. `t.• • • • • • •••• + • • 1! Hfil {x2) • • • • • Pert Mao • • • • Part M$i Part 661 (Stile) Part fa87 (Astragal) Part 881 Part 961 (Stile) Part R116 (Comer Part Ri19 (Out) Part 4120 {in.) Part 661 (Stile) Parts 631 & 932 Part 961 No. 58704 _ . aecelver) (Corn. & Fxd Mount) - .n •••••• ` •'•. • a+r • •• •• •• ••• o ,.p sly -. fF�r . .. '' MOTECHNOLOGYDRIVS DPANDANCHORAGE ;"� • xianioa.• ' C` ••••• MVDOCF,FLSUM . Me �� ',7,, (80)480.0187 SERIES 770ALUM. SOD - LM IMPACT 0(1lAi- t,,,'' eawliak+ e�xe t"'+•n'' A. LYNN MILLI`R. P.E. dR 10110/14 •eros CERT.OF1 IMLi78281 SW -770 NTSr; d 22 I P070120 P.t ii 58705 • Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For costar astragal anchoragean 80° or 138• comer units, ses sheet 11 Maxlmum.RP shown below (May be limited by Table 34) Table applies to Glass Types 4. 4A. 6, 64, 7, 7A, BA BA and Ma Stile / Astragal types Murat below. Door Unit Watt _ 80" 84 OO" 99" 102° 94 -7/8" DLO 108" 97-711¢` Ltd 89-719" DLO 73=7/8" butt 707729.1L0 85 719° 6L0 char Anchor 0roap Anchor Anehar� Anchor Group Anchor t - • fi I 2 1 3 1 4 1 I 2 1 3 1 4 1 2 1 3 1 4 '1 12. 3 0 4 1 2 3 4 2033 4 Outside Corner Inside Corner 24" 17" DLO Design Patents + . , par s 0441 04+1 04 +1 C4+104+1 Part g6'i • • • • _ +!.82.6 C4+4 pe C4+1 04+1 a+, 04+1 pat 04+1 04+1 Hoa+29111 04+1 C4+1 04+1 04+4 04+1 04+1 04+1 04+1 04+1 04+1 04+1- 041 Jamb 8 0 8 8 8 8 8 8 8 0 8 8 �8 8 8 8 10 10 10 10 10 10 10 10 P -book 6+7 6+7 8+7 6+7 J 7+8 7+8 7+8 7+8 7+8 7+8* 7+8 I'+8 7+8 7+8 7+8 8+9 8+9 8+9 8+0 8+9 8+9 8+9 8+9 23" DLO Design Pressure +/400 par +1-82.5 pet +/-76.0 pal moms 04+1 C4+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 04+1 C4+1 04+1 04+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 01+1 04+1 04+1 04+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 18 8 6 8 10 to 10 10 10 10 10 10 P -hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 ) 7+8 6+9 8+9 8+9 8+8 8+9 8+9 8+9 8+9 36 28' DLO Design Pressure +/-e0.O pat +182.6 pat +1-75.0 psf Head/SID 04+1 C4+1 C4+2 01+2 ; 0444 04+1 01+2 C4+2 C4+1 04+1 06+2 05.2 C4+1 04+ 08+2 08+2 04+1 C4+1 05+1 C5+1 04+1 04+1 C5+1 C5+1 Jamb 8 6, 8 ale 8 8 8 8 8 8 l 6 8 8 10 8 t 10 10 10 ID 10 10 ID 10 P -hods 6+7 6+7 6+7 6+7 7+8 7+8 1+8 7+8 7+8 7+8 7+8 7+8 7+8 8+8 8+8 9+9 8+9 8+9 8+8 8+8 8+8 8+9 8+9. 8+9 35" DLO Design Pry +/-60.0 par 05+2 +1.82.5 06+2 pat 08+2 01+2 06 +2 +!75.0 05+2 par 05+2 06 +2 Head/515 C4+2 04+2 C4+11 04+2 04+2 04+2 05+2 05+2 08+2 05+2 08+2 05+2 08+2 04+ 05+2 05+2 Jamb 8 8 8 8 8 8 8 88 8 10 8 88 10 8 10 10 10 10 10 10 10 10. P-hadt 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8•+9 8+9 9+9 8+9 8+8 8+9 8+9 t 8+9 8+9 8+9 0.pst 8+9 41" 01.0 Desfgn p osswe +140 0Ost • See Note A below 4/42.8 pat +1.78 Head!SlII C4+2 04+2 08+2 05+2 C4+2 05+2 C5+2 C5+2 05+2 C0+2 C6+2 C5+2 116+2 C8+2 0642 08+2 05+2 08+2 08+2 06+2 C8+2 05+2 C8+2 C6+2 Jamb 8 8 8 8 8 8 10 8 8 8 10 4 -8 8 10 8 10 10 10 10 10 10 ' 10 10 Mods 6+7 7+8 7+8 7+8. 7+8 , 8+9 8+9 8+9 8+9 8+8 8+9 8+8 8+9 9+10 9+10 8+10 8+9 9+10 9+10 9+10 8+9 8+10 9+10 9+10 FOR EXAMPLE ON USING TABLE, SEE SHEET 7: NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.87 PSF MAX. WHEN USING THE 3-1/4" SILL; POSITIVE WATER DP IS 80.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" 4.L IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENTDIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, 8) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. NOTE k +/-g0.0 PSF FOR GLASS TYPES 4, 4A, 8. 6A, 7A, 8 & 8A; +147. • • �• • • • •• • DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10,125" PANEL DIGHT = DOOR UNIT HEIGHT -1.888' THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 3. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. Inferiors •• • • • •P -hook • Lackstile @ Jamb Straight Astragal Assembly Lockstile G Straight Astragal 90' Astragal Assembly Lockstiie 0 90° Astragal 135° Astragal Assembly Lockstite gi 135° Astragal I vy-duty,A • Heavy-duty SMIe I Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile lianyduty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile • •••••• +••• • • •• • - • • • .— • .— I e Heavy-duty Mir OutsId Corner , +1 , Inside• Outside Corner Inside Corner Inside ,, •mer I. Out Corner '_ • • • • • ••� .••• • � « • • -- :� • p� do Oar" • • i •" • • • Part g6'i • • • • _ i Part 861 Parton (Stile) Part 868 (Astragal) part 961 Part161 (Me) Part &i1g jCgrarer *elver) art (Out.) tJ Part 8120 Om)• Part Parts -031 {& i32 (Corn. & +led Mount) Part 861 ••• • • ae•9aKA • • • • •• *bed tel ••.• • Reitbvx Low*1 10!10114 arcked* M vem04 R. 34215 (941}49O-UOe 9Ezr:0PRUM NNW DPANDANCHORAOE SERIES 770 ALUM. SOD - LM IMPACT atm NTS 8 0 22 PGr013O TABLE 3A: 8111Hetghtto Max.(+}DP {Water Infatratlen Rating) 881 Riser HeIght (+) Design (Etat or Bax, see Sheet 17) Pressure, psi Matt -1-1/2" see note 3 Low - 2-1(2' + 48.67 Medium - 3-114" + 80.0 High - 4" + 90.0 SEE NOTES 1-3 OH RATIO - OH LENGTH OH HEIGHT Kamm B1n�rr with die Melds ulo Aad bis 2��c3 hike*,„ * No. 56705 '# 30 IS A. LYNNWalk; P.E. P.E# taros • • • • • • SEE SPLICE NOTE, THIS SHEET 4.051' 24" MAX. O.C. NO FRAME JAMB REQUIRED EXTERIOR POCKETS "7+8" P -1-100K ANCHORAGE CONSISTS (7) P -HOOK ANCHORS, (PERPENDICULAR TO GLASS PLANE) SEE TABLE 2, SHEET 7 AND SEE POCKET (8) P -HOOK JAMB MOUNTING INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P -100K ANCHORS & AT 3" FROM TOP & BOTTOM 1 MAX. TO OPENING EDGE OF POCKET 24" MAX. O.C. F- 60" NOM. PANEL WIDTH 4 ••4 • . 3.5" • • a••.• ••••.a-.. • 1 ••• • • • • I END PANEL ANCHORAGE (2 ANCHORS) '+2" ANCHORAGE CENTERLINE OF PANEL 1 SEE INSTALLATION DETAILS 'Jc' & 'Kc', SHEET 14 & PART DETAILS 'J` & SHEET 19 FOR P -HOOK ANCHORS OF: SEE "C6' CLUSTER MAX' UNIT WIDTH SEE 'CV CLUSTER DETAILS, DETAILS, SHEET 10 FOR REQUIRES "C8' SHEET 10 FOR INTERLOCK INTERLOCK CLUSTER, SEE Nom' DETAILS, SHEET 11 x x� PANEL WIDTH /x x � i ✓ f.ie r 1x x x x x s -as -a rxx x j x 'MAX 8 14` 1° 4 MAX. O.C.ie 1 t 13 r a 1lei L_ EY_MAX. END PANEL ANCHORAGE (SEE SKETCH BELOW) 8' MAX., TYP. 0 3* 61AX. 1 0 0 lol 14' MAx. 0.C. 3' MAX. 3 x = FRAME ANCHORS 0= P -HOOK ANCHORS 0 = ID -HOOK MOUNTING ADAPTER ANCHORS x 96' UNIT HEIGHT x SEE "Cb" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL 24' MAX. O.C. 3* MAX. x kr X x xr x x X X x x -� xr xxxx xr ANCHORAGE ANCHORAGE ANCHORAGE 2.04' EXAMPLE: 5 -PANEL, 2 TRACK, BO° OUTSIDE CORNER - RXXIX(O- EXT. MOUNT POCKET ANCHORAGE PLAN: 60' x 98' NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) CENTERLINE OF INTERLOCK SEE C5" CLUSTER DETAILS, SHEET 10 FOR INTERLOCK '+2" ANCHORAGE LCENTERL/NE OF PANEL 2 • • • ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 8.8: HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE. SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHEETS 8-8 AT EACH INTERL AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF DITIQNAL INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. NUM. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24', OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE AT RIGHT: JAMBS & P -HOOKS: B' MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P -HOOK ANCHOR DETAILS ON SHEET 14. tit; "C' CLUTER, SEE *TAILS, $1-EET 11 'S"• • "+2" ANCHORAGE SEE "C5° CLUSTER CENTERLINE DETAILS, SHEET 10 �OF FOR ASTRAGAL INTERLOCK 3.5" CENTERLINE hd—OF ASTRAGAL "+2 ANCHORAGE -2-TRACK FRAME JAMB ANCHOR PAIR END PANEL ANCHORAGE — (2 ANCHORS) 8" . t+— r i.�'.iWINElf/�1,4WAIILI//AIAVA�.GII • •• •ERIOR �•• • • • • • • • CENTERLINE CENTERLINE • • • H OF PANEL 3 +2' ANCHORAGE OF PANEL A '+2' ANCHORAGE SEE•• SHEET 11 FOR OTHER INTERMEDIATEANCHORS • rriniftrxe • r Mis • brae - Oda •e ae"aex /W/14 • •• •f Rhe %MOWN; u • • • • • 14707E IINOLOGYDRIVE At MEM FL 3427 840480.18oe Der -CERT. CPAUTH.40288 CENTERLINE I OF PANEL B 4 PAIRS OF ANCHORS (TOTAL 8 ANCHORS) PER JAMB (SEE JAMB DETAIL BELOW -=� END PANEL 8' MAX. ANCHORAGE (SEE `+2- SKETCH BELOW) ANCHORAGE SPLICE NOTE, NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P -HOOK. PRODUCT RENEWED w complying wi4h the Boas BuHdieBCade A N•l2e .M40mi 1>Astore401041)7pi .‘,0‘0%,‘‘ `,t LYNN 4yU{�t�i��i .G1:NSE' fi'p /r * No. 58705 Darforr ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUM. SOD - LM IMPACT ..reesedr SOD -770 NTS 9 e, 22 POT0I30 STA ..:41./ /'`��S/ONMM- ¶ " A 1 1 P.E58t05 6 ASTRAGAL OR I...SPLICE LOCATION INTERLOCK -•*i IF NEEDED CENTERLINE I 2 -TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. °C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK -01 - IF NEEDED CENTERLINE 3.5" 6 ASTRAGAL OR I (FOR SPLICE INTERLOCK•" -1 CONDITION, USE CENTERLINE °C5" CLUSTER DETAIL) 7" 7. 2.04" o EXTEJuol 4"DAG. 408" EXTERIOR. v • ••• • •. • • • • ••• 7 3 -TRACK FRAME HEAD/SILL rg ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "04") ASTRAGAL OR I...SPLICE LOCATION INTERLOCK -01 IF NEEDED CENTERLINE 1 •• •• •• • • • • • • '' 4-TitA04FRAME HIVId93tI,L • • ABTA Ou.. OR IkaSRLOCK (USE WHERE 4 co.jj$Ticf; • • ANCHORS ARE REQ I D. "C4") •• 0••..• • petx • • 7" • 2TRACK FRAM HEAD/SILL Ot ASTRAGAL OR INTERLOCK, (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED. "C5") ASTRAGAL OR SPLICE LOCATION INTERLOCKS-hF NEEDED 2.04 CENTERLINE 1.75 EXTERIOR n 7" 2•TRACK FRAME HEAD/S(LL a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C8") 21" MAX. 0.0. ASTRAGAL OR (FOR SPLICE INrERLOCK•.j CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) I -■— EXTERIOR 0 4" 4 4 08" $ 7i.. 3 -TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED. Y)") 4" DIAG. ASTRAGAL ORSPLICE LOCATION CENTERLINE NEEDED 2.04" 3.5 6" DIAG. 204" 21" 5.64" MAX. 0.0. 2 -TRACK FRAME JAMB ANCHOR PAIR 8° MAX. WIP"t '�'111111HMI8" DIAG FRAME JAMEIANCHOR PAIR 6" DIAG. 6.64" ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) gXreIOFi• 3.5" 0�,J' 3.5 3 -TRACK FRAME HEAD/SILL ASST AGA.OR INTERLOCK (USE WHERE 8 CLUSTER { ANCHORS ARE REQUIRED, "CO") 1 ASTRAGAL OR FOR SPLICE INTERLOCK � CONEHTION. 00 NOT CENTERLINE USE THIS DETAIL) 3.5" ASTRAGAL OR� (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE I "CO" CLUSTER DETAIL) —+•1 3.5" t 2.04" EXTERIOR --- 7a EXTEI4Oi • 4 -TRACK FRAME HEAD/SILL 4) C4 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "eV) 6" MAX. F 3 -TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION tF NEEDED 3.6" NOTES. 1. ALL DIMENSIONS SHOWN ARE BASED ON MN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P -HOOK SEE SHEET 9. o•M {1 ride 8uhd�eOgdo Aggspiange Ng_.. 4.TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHOR$ ARE REQUOtED. "C8") WITH & WITHOUT SPLICE CONDITION • • • • •• • arta trike • a fC • • Aft 48(1014 Ohodaditic Deter 10,0TECHNOLOGY DRIVE M MICA PL 34215 oggHgaggeo CEAT.OFAVM 8295 ANCHORAGE, EXAMPLE CLUSTERS rec SERIES 770 ALUM. SGD LM IMPACT Serksilxig 8Q04f10 Orske NTS 10 d 2 oggiregg POTOi30 No. 58705t y E '44/� s 'Q `*.. A. LYNN MILLER P.E. P.8.# 58105 INTERIOR 2.04° 6.12° 4° DIAD. pXTERtOR 2.04° EXTERIOR 00" CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4 4.08" INTQR 4" 4:08" 111111111M-11111111111 i mow INTERIOR 2.04"' 8.12" INTERIOR adi .dlr 4" DIAL. EXTEROR il..IMII&.I mimmin INTERIOR 2.04" 3.5" 7" EXTERIOR SW CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED. °CB°) EXTERIOR EXTERIOR 7" 90° CORNER 3 -TRACK FRAME HEAD/SILL (" "ANCHORCLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) 135° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 'Q) EXTERIOR 135° CORNER 3 -TRACK FRAME HEAD/SILL ("g° ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) • • ••• CORNER••• LI @G MAME }`irrc44/$J.1 • • ('Cr ANCHOR CLUS IRED • • AT At 4 -TRACK CO{E 77 FRS) • ri.Jto • R • • •• • • • • 3.5" EXTERIOR 135° CORNER 4 -TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS) 2.04" 135° CORNER 2 -TRACK FRAME HEAD/SAL (USE MERE 5 OR 6 CLUSTER ANCHORS ARE REOUIRED, " ") L:+1'' ANCHOR LCENTERRUNE OF PANEL "+2° ANCHOR 4" DIAG 3.5" CENTERLINE OF PANEL "+3" ANC LOR 4.08' 3.5` 2.04° 1 CENTERLINE IOF PANEL 4 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3 -TRACK SIMILAR) NOTES: 4. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 4 I _ CENTERLINE F OF PANEL "+2" ANCHOR 204' 3.5" 4° DIAG. _ CENTERLINE OF PANEL "+3" ANCHOR 4" DIAG. CENTERLINE I OF PANEL 2 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT RENEWED 8tild1complying xdM 1141FfotiEe mr• Mrs .. JR Maw IWILVI4 awaked* bAw Coro7 Cll y0L00rOR& N.rENGC FL34275 >>-aerao CERT. GFAVM. 0296 ANCHORAGE, EXAMPLE CLUSTERS SERIES 77O ALUM SOO - LM IMPACT SOD -770 NTS • 11 ? 22 • PGT0130 0 q 'FA 9t, �. .." "NSA ';> No. 58705 TAT •fit`' A. 1 11,4IL& R LP.E. P.EM 58005 129241.