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WS-14-1820
New Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220876 Permit Number: WS -8-14-1820 Scheduled Inspection Date: October 07, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GONZALEZ, CLAUDIO Work Classification: Window/Door Replacement Job Address: 1178 NE 98 Street Miami Shores, FL 33138-2508 Phone Number Parcel Number 1132050180400 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 comments REPLACE 11 IMPACT WINDOWS SIZE FOR SIZE Passed <M Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-218214. Not ready October 06, 2014 For Inspections please call: (305)762-4949 Page 24 of 33 Miami aF Village Building Department A G ®zo�� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tei: (305) 795-2204 Fan: (305) 756-8972 BY INSPECTION UNE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING Master Permit No. UIS 7 14 6_ Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING []MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 6 Ij C) j City: Miami Shores County Miami Dade Zip -�> 3l3 Fa Folio/Paircel#: / I - 37,C)6-0 I ir3 p4 0F) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C 4l 0 410 A , E -20f) SCC (p � phone#: 1fo • - 0025 Address.—t, City: -rjA "Is4rA l SKO ees State: =r L Zip: 3313 _ Tenant/Lessee Name: Phone#: - Email: CONTRACTOR: Company Name: %(( . k2M e-— Q (®Vevr-,1(l`� C,Phone#: nt 15 CONTRACTOR:`{ 15 / Address: `"1()-)(:) n Qjz tet- City: ®d CDState• -I'd. Zip:3 IZ Qualifier Name: �%G( Ori ,f 1� /V��� 7(` �'�"" Phone#: Ct-SY`aic,L4Ll IS State Certification or Registration #: ;; �q Certificate of Competency #: r. C DESIGNER:Architect/Enginee1Gf Co t F J t j�lQ fig, Phone#:,��CPI�S? Address:_ �5 GI (� J 7 Gtylb _gip; Jay •State: Value of Work f� this Permit: $ z �C'/ �� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ DDPemol tion Description of Work. Specify color of color thru We.- Submittal ile:Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ TrainlrWEducation Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (P"ised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip 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 not be approved and a reinspection fee will be charge 42- -.&4- -1 //�- aAq.�� 00 - Signature OWNER orAGENT The foregoing instrument was acknowledged before me this day of , 20 INP4J by OCAAn who is personally known to lot me or who has produced as identification and who did tike an oath. NOTARY Sign: 11'/ Print: fC) l t &d Seal:fy% CAROUNAmAFMNEZ :a �:;i MY CCMAhMSSION # EE 829279 +- '?� 16 EXPIRES:Oecem�b20fic �� �SEfab`,` BondedTI u '/ APPROVED BY (Revised02/24/2014) CONTRACTOR,� The foregoing instrument was acknowledged before me this day of AAJ & , 20 0- , by �,e-9 "i • (�i 7 in.9-e IT, who is personally known to me or who has produced �1 as identification and who did/fake a6 oath. NOTARY Print: Seal: CAROLINAMAFMNEZ(----' MY CCNdMLRWN # EE 828279 e EXPIRES, Dwomber 23, 2018 Bamied Thm MAY Pub9e UIRIM alters Plans Examiner Structural Review Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 "I��OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-018-0400 Property Address: 1178 NE 98 ST < Owner CLAUDIO A GONZALEZ Mailing Address 1178 NE 98 ST MIAMI SHORES, FL 33138-2508 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,169 Sq.Ft Living Area 1,419 Sq.Ft Adjusted Area 1,726 Sq.Ft Lot Size 10,781.33 Sq.Ft Year Built 1951 Assessment Information Year 2014 2013 2012 Land Value $291,352 $197,196 $186,536 Building Value $119,968 $120,988 $140,361 XF Value $202 $204 $249 Market Value $411,522 $318,388 $327,146 Assessed Value $293,594 $289,256 $284,421 Benefits Information Previous 2014 Benefit Type 2014 2013 2012 Save Our Homes Assessment Exemption Value $25,000 $25,000 $25,000 Taxable Value $268,594 $264,256 $259,421 City $117,928 $29,132 $42,725 Cap Reduction $50,000 $50,000 $50,000 Homestead Exemption $25,000 $25,000$25,000 18996-2775 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). 2008 and prior year sales; Qua[ by Short Legal Description REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 23 BLK 180 LOT SIZE IRREGULAR OR 18996-2775 02 2000 1 Generated On : 8/13/2014 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $243,594 $239,256 $234,4211 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $268,594 $264,256 $259,421 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $243,594 $239,256 $234,421 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $243,594 $239,256 $234,421 Sales Information Previous Price OR Book - Qualification Description Sale Page 2008 and prior year sales; Qual by 07/01/2005 $590,000 23649-2439 exam of deed 2008 and prior year sales; Qual by 02/01/2000 $199,500 18996-2775 exam of deed 2008 and prior year sales; Qua[ by 07/01/1983 $106,000 11874-1571 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp (http://www.miamidade.gov/info/disclaimer.asp) Version: http://www.miarnidade.gov/propertysearch/ 8/13/2014 6.069° 8.662" 1.36" -- 1.606" 1211° nT 0.081"T 0.080" -j 2 -TRACK HEAD 4 -TRACK SILL (1 MATL• 6063-T8 (10) MATL• 6063-T8 6.188° 0.061" 2 -TRACK HEAD W1 SCREEN TRACK (2) MATL 8083-T8 8.221" 7.108° uu � i 1.6 7TJ 1 r � 1211° _[ -I 0.080"2 ,TRACK SILL W/ SCREEN TRACK 0.081 (8) MATL: 6063-T8 3 -TRACK HEAD (3) MATL 6063•T6 0.080" 3 -TRACK SILL (9)MAT�083-T6 1.046° 1.36" -- 1.993° 0.082° 0.081" SCREEN TOP RAIL 0.081" (46) MAIL: 6063-T8 6.069° 8.198° F� 0.876° 1.993° 0.062° SCREEN BTM. RAIL (46) MATL: 6063-T6 2 -TRACK JAMB (14) MATL: 6083•T8 4.49" 9.142° 1.60b" 1.211° 0.080° 2 -TF HFAK SILL (7) �C6063-T6 4 -TRACK HEAD 0.081° (4) MATL: 0003-T6 6.621° • INSID O E A• G •• • 241 I T .: 63 G• • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OUTSIDE CORNER ASTRAGAL (119) MATL: 6083 T8 NOXOMS. Fl. 94276 AO 8QX f8i3 NOXOAl1•J, FL 34274 1.03" 2.893° 0.080 2.826° CORNER RECEIVER (118) MATL 6083-T8 IS° 3 -TRACK JAMB 06MATL6063•T6 4 -TRACK JAMB (17) MATL: 6063-T6 I SERIES 770 ALUMINUM SGD - LMI I 8OD770 I NTS 1 23 a 23 I POT0002 2 -TRACK JAMB W/ SCREEN TRACK (16) MATL: 6063-T8 RRVIS90 a Mui Wa Florida 0",V LYNN ybzeii,�/ ••�ceNSF' •:�A�: ` No. 68706 ' 10••� bffA Ery F I ••!(�Z 'tONAL A lYNN1�II.L�t. P.E. 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CDO GE N SLC'• • '•. •Il Cie ee ee e. 5821 ••: s -o TE of _ UG 13 2014 <O,�••'�c oar°•�,�;�o. .� ON P; �,,`. MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:.1178 NE 98 ST MIAMI SHORES FL 33138 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW 11-1114.04 +75.0 -75.0 +40.1 -53.6 73 7/8 x 501/2 NO YES 2 .j. 11-1013.14 +80.0 -80.0 -43.4 391/8 x 62 7/8 .1. 1 x 4 .l• 3 .(. 13-0502.03 +67.1 -67.1 .j. .l• 70 x 62 7/8 .l• 13-0815.05 4 .j. 11-1013.14 +80.0 -80.0 .J, .1, 391/8 x 62 7/8 .l, (+/-170) 5 11-1114.04 +75.0 -75.0 73 7/8 x 501/2 6 DOOR 14-0303.09 +75.0 -85.0 .), .), 351/4 x 821/4 7 WINDOW 11-1114.04 +75.0 -75.0 .j. J, 52 3/4 x 381/4 .l• .L 8 DOOR 14-0123.10 +60.0 -60.0 141 x 80 3/4 9 WINDOW 11-1114.04 +75.0 -75.0 -53.6 73 7/8 x501/2 .l. .L 10 41 1L W W � •� 11 -43.4 36 3/4 x 381/4 12 \� •l, 13 -53.6 73 7/8 x 501/2 14 15 16 17 18 . ... 19 20 ... .. 21 . ... .. 22 23 ... .. 24 :.'.: :.�.:. MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �vsve►.miarrei�iarie.ovtecginoeno PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product ERProduct Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cotte, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11PW 701/ 720/ 820" Aluminum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. MD -720420, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony 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 Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless other wise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed #nd thelGZ been no change in the applicable building code negatively affecting the performance of this xOdpct. 0 0 TERMINATION of this NOA will occur after the expiration date or if there has bevwq,revision of change in the materials, use, and/or manufacture of the product or process. Misuse of this NOV Al an endorsement of any product, for sales, advertising or any other purposes shall automatically termin'NIkis NdA? ?inure to comply with any section of this NOA shall be cause for termination and removal of 96A. •... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade. �o *nn*1y, 1716 et, and followed by the expiration date may be displayed in advertising literature. If any porde l 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 tl magufacturel." its distributors and shall be available for inspection at the job site at the request of the Building OfficiaL:. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. wi t, NOA No. 13-0502.03 CNAMIM7MC(UNTY `� Expiration Date: February 19, 2019 j Approval Date: July18, 2013 Page 1 0000.. 0000.. 0000.. 0000. 0..0. 0000.. 0000.. 0000.. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202--94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 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 along with marked—up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850, dated -07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submifted under previous N OA No. 03-1105. 01) C. CALCULATIONS 0090 1. Anchor verification calculations and structural analysis, complyinwith >`DC:2010,•"':' by manufacture, dated 04/29/13, signed 6rArithony. L'. Miller, • prepared and sealed P. E. 000900 00 9 • 0000.. 2. Glazing complies with ASTM E1300-09 0 0 9 0 0 • . ""� • 6 0000 . 9 • • • • 0000 . .. 00000 • D. QUALITY ASSURANCE 0000.. 0000 0000. • •0000 1. Miami -Dade Department of Regulatory and Economic Resourcff R). ....�. .9...9 • . 9 . . • • • . 0000.. 90.090 • • •0 9 0000 .• 0000. 0000 Jaime D. Gascoh, P. E. Product Control Section Supervisor NOA No. 13--4)502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11113, expiring on, 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomeis—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property --Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTI r-3835 and FTL--3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) • . 0000 ....�. G. OTHERS • 00 • 0 • • • • 9 0 . • 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries liSl'tPreir Serle§•"PW–. • • • • . 701 Aluminum Fixed Window – L.M.I." approved on 02/0 • •;and e.Viritrg an :' • • • 02/19/14. 000000 • 600 99900- 90.00• 0000 00060 • 9 • •. •9 9• 9.96 0 969.6 • 9969•• • • 0:000:0 • • 9••6.6 • 6• • • • .969.96 • • 9 • •6 • 9990 • • 90• 7 Jaime D. Gascon, Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 GENERAL NOTES: SERIES 720/820 DESIGN PRESSURE RATING IMPACT RATING ' IMPACT -RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE SSMALL 1) THIS PRODUCT IiA9 BEEN DESIGNED & TESTED TO -SEE SHEETS 2.8 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 48' TIP TO -TIP WIDTH HURRICANE ZONE (HVHZ} 47' BUCK WI17M 48' BUCK WIDTH 48' BUCK V41DTH 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN 44 I LIGHT WIDTH VISIBLE 46•U4' VISIBLE 48114' VISIBLE WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH PBODUCT RBNBIVEp INSTALLATIONS ABOVE 30'IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 0' MAX. B, SHEET 8 -►{ (' MAX. F. SHEET 8 f "-' 2 M - , SHEET 7 H SHEET 8 as O0p1plY� vArf' Ore Norma Bu 80 3) FOR ONRY APPLICATIONS IN M COUNTY, j i Dale ONLY MIAMI-DARECOUNTY USE ONLYMIAMI-DADE COUNTY APPROVED MASONRY APPROVED MA I � ` _ ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS ' WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY A I A UC I C E, SHEET 8 I E, SHEET 8 UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"MARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE SHEET 8 SHEET 6 BU�CK SHEET 7 I HEIGHTL —I --u---- I f—_—'^_— y SHEET 7� 0, SHEET 9 G. HEET 9 BUCK I HEIGHT T-_---_____. 93.1/4' ^t - & a z OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1/4' .1� -VISIBLE VISIBLE n WOOD BUCKS DEPICTED AS 2X ARE 1.1/Y THK2C OR 12• MAX I 12" MAX I g:{.gq' I LIGHT GREATER. IX ANp 2X BUCKS (WHEN USED) SHALL BE O.C. LIGHT O.C. VISIBLE 8' MAX. HEIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS HEIGHT I / � I LIGHT D.C. / HEIGHT THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR BUCK W a N ARCHITECT OF RECORD. (AOR), T� T0 . I I HEIGHT > •"� N 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEHEIGHT BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. . TIP I I I � p 04 N 1V a1 NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION 11 iL I___ji CW ANCHORS SHOULD BE SEALED. OVERALL SEALINO/FLA8HWO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYOND I (p B -� �_ 12• MAX. O.C. W T L- D - -►{ �- 12' MAX O.C. F, SHEET 8I MAX SH MAX 2' MAX. H. SHEET 9 Z LL _ U g Z wo a THE SCOPE OF THESE INSTRUCTIONS. - SHEET 7 B' MAX D.C. Z oN 8) MAX 11WSHIMS ARE REQUIRED ATEACHANCHOR TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FlN FRAME ELEVATION O O Z O �� LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT) z 0:Z v O SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING Q LL APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON g O THEM BY THE WINDOW. FIGURE 1: GUIDE TO SHEETS. 12' O.C. SHAPES AS SHOWN BELOW OR SIMILAR MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-8. y ieey5 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE MAX GENERAL NOTES .............. _ 1 ELEVATIONS;___ . ....... 1 AND OBTAINING DESIGN PRESSURES ANCHOR SPACING TO BE 0' MAX. FROM CORNERS AND 12' O.C. MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. 0 Z y TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. GLAZING DETAILS.._...»„..»....... 2.6 DESIGN PRESSURES-_-_-- 2-5 12'O.C. � p a 0 Z B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.00. INSTALLATION, FLANGE...»...... 8 MAX / INSTALLATION, EQUAL -LEG_.». 7 INSTALLATION, INT. FIN A.-..-.-8 INSTALLATION. INT. FIN B..».» ..9 / WIDTH ►I I+ WIDTH -�—WIDTH —••{ I•-- WIDTH ---I - - - r - - - - T T T u. z o Z zz 81885 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN 10 CORNER ASSEMBLY..»»»w»»»..Ir DESIGNED TO RESIST THE WINDLOADSCORRESPONDING EXTRUSIONPROFlLES......»...--70 MAX � 1 1 I 811!1 '8880 seNeS TO THE REQUIRED DESIGN PRESSURE. THE 3344. STRESS PARTS LIST._.._.„..».. ........ -10 LN_ J L - - J 1ill/ INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1 .6 _ +�- WIDTH I- WAS WIDTH I+ -WIDTH - WIDTH+,{ I L ADDUANCHOR8INTOAACTORAN THEEVALUATION ANCHORS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TABLE 1: • ' • •ploorfplon T�,-_ T TI ````��(% .job •"• • !F �� '' • .'A SHALL MEET THE REQUIREMENTS OF THE FLORIDA • • • •• BUILDING • @ �J/ /f /// `� :: \NCENSfi Q; • •'• '� CODE FOR CORROSION RESISTANCE. •mt 10'I.4n *090 FVB • 3/18' INS Y/ _/' w +" a x o 68705 8) REFERENCES TEST REPORTS FTL.38;N6, 3860 6 7212;0 • ELCO ULTRACON NON ELCO CRETEFLEX NOA; AN88lW$P� • • NDS FORWOObCON3TRUC'fION-(2006)ANDADM L to to 11 T • N Ait •3!18' HS -.090' PVB -3118' H8 3 t6711Ir 11 i L WIDTH -►{ I+- WIDTH -►{ I-' STH �1 � OTM FF,, - ul � '• ) '741` I W;MM ALUMINUM DESIGN MANUAL - (2008). 1W An -.09W SG - 3/18' An 4 oml 1B' HO -.090' SO.3110' HS a—TT _ _ - - - r - - - ---F...10) ' '• STA F THE 720SE35SUSESAPVBINTERLAYER,THE820 SERIES USES AN SO INTERLAYER. THE 720 AND M BERMS • Laml.lo 18'T-7118'-3/16'An-.090'30.3/10'An 5 l0 18' - 718" 10' HS -.090' 80 -3118" HS 6 /�/ All •.••, �i:MAY ALSO BE REFERRED AS THE 7013F121E3. '3O'P / G7 PONT 9F_NTR1QLAe INIYER` BY E.I. pUPONT//ft 1 III • • ••• ••• ••• 1- - A LYNN MILLER, P.E. • •• P.E.k68T06 TARN F M 7110' LAMINATED Lam_ GLASS STACK 1 - X- USED a 3118'ANNEALEDGLASS AT CURVED FRAME MEMBERS ONLY 11-718- O.C. MAX R.I W: 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLET TABLE DIMENSIONS MAY BE • ORIENTED VERTICALLY OR Window Design Pressure (+1-, psf) for Glass Type 1 • HORIZONTALLY AS SHOWN. o 1ASS NOM. y� 7110' LAMINATED GLASS STACK �•{ Imo-- if ° GLASS STACK UWU Xy z � Side(In) SHORT 3/18',TEMPERED GLASS STRENGTHENED GLASS SIDE 711(' AIR SPACE 3/18' ANNEALED GLASS 090' PVB 67.718 1 72 78 SO 84 88 92 98 100 104 109-1/2 30 +/-BO + +1.80 +140 +/50 +140 +!-BO +1-80 +Tw +1.80 +1.80 32 +1.80 +140 +1.80 +1.80 +1$0 +140 +/Ao +140 +/-80 +1.80 +1.80 34 +1.80 +140 +1.80 +1-80 aIAO +1.80 +/5p +/-80 +/.80 +1-79.8 +/•79.4 30 +140 41.80 +/.80 +IAO +IAO +1-80 +1-79.7 +/-712 +1-75.1 +1.73.4 +1.722 38 +/A0 ./40 +/40 +1•80 +/AO +1.781 +1.76.2 +/.72.6 +/-70.3 +148.5 +/.66.3 40 +/AO +140 +1-80 +1-79-9 +1-77.2 +/-74.3 +/-71.3 +/47.9 +145.1 +143.4 +/41.6 42 +/40 +140 +140 +1-71.4 +/-74.3 +/.71.3 +148.2 +144.7 +141.8 +159.8 +158.2 44 +140 +140 +/-78.9 +/.75.4 0-721 +148.9 +/-MS +/422 +159.7 +/47.5 H.89 48 0 -BO +1-80 +/-7.2 +/-73.6 +/-70.1 +148.8 +143.5 +140.3 +157.7 + 40 +140 48 +1.80 1 +1.79.3. +1-75.8 1 +1-71.9 1 +1453 +1-"o +141.5 +1-58.2 48 +/A0 50 +140 1 +1•77.5 +1.74.1 +1-70.3 1 +1.88.7 +/-83.1 +1.59.7 50 52 +/-79.1 +/- +-724 +/•68.8 +/-85.1 7141.5 54 +/•77.4 +1-73.8 +l-70.5 +/-W.3 7!43.5 7495 56 t1-76.8 +1.72 +1.88.8 +145.3 +/-76 +1-71.8 58 +1.74.2 +1.70.3 +1.°8.8 +140 +1.77.6 +1.73.8 1-727 «!45 +1-W +1-79.4 +1-75.4 82 +1-71.2m 1-71.2 160 +140 +1.77.8 +1-73.6 +1497 9-2 +140 +/-75.8 88 +/•88.3 64 +/-7a8 +/-74 - 67.7/8 +/47 .• 68 +1-77.2 7110' LAMINATED Lam_ GLASS STACK 1 - X- USED a 3118'ANNEALEDGLASS AT CURVED FRAME MEMBERS ONLY 11-718- O.C. MAX R.I W: 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLET EXTERIOR PVSINTERLAYER 8' HEAT STRENGTHENED GLASS I 6a' �- LONG SIDE GLASS SITE T BSIDE SIDE 13 I•-- LONG SIDE -►� SHORT SIDE f� TABLE DIMENSIONS MAY BE • ORIENTED VERTICALLY OR Window Design Pressure (+F, psflforGlass Type 3 • HORIZONTALLY AS SHOWN. o 1ASS NOM. y� 7110' LAMINATED GLASS STACK �•{ Imo-- if ° GLASS STACK UWU Xy z � a19 Stdo On) SHORT 3/18',TEMPERED GLASS STRENGTHENED GLASS SIDE 711(' AIR SPACE 3/18' ANNEALED GLASS 090' PVB 67-7/8 1 72 78 SO 84 88 92 96 100 104 109.112 618' 30 +1.80 .41.89 +140 t/40 +7A0 +(.ED +1-W +1.80 +1-80 +1.80 +140 SHORT > + . +140 +r-60 +140 0A0 +/4D + •80 + 40 +1.80 + 40 .+1-80 34 +140 +140 +140 +1.89 +/40 +140 +140 +1-W +1-80 +1.80 +140 36 +149 +740 +140 +1.80 +/A0 +1.80 +1&D +140 +/-EO +1-80 +1-80 38 r -SO +I40 +1 +1.80 +IAO +140 +140 +1-� +.79.4 +1-78.4 +/-74.3 40 +/-80 04D +/AO +IAO +/A9 a/$0 -7140 x/.78.7 Hd3.5 N.70.9 +149 42 +/.8p +1.80 c/.� +IAO +IAO +/.EO +1.77 +/-73,1 +/49.6 +/-86.9 +1-55.2 44 +/4p a/.gD H.89 4140 +/AO +1-778 +1-74.1 H•70.3 +/47.5 -7/43.9 45 + 40 +140 +140 +JAG +1-79.2 +/-754 +1-71.7 +1.851 +145.1 48 +/A0 +-80 +140 +TAO 1 Q-77.2 +1-73.3 +149.5 +/45.8 50 +140 +140 +1-60 0.79.4 +1.75.3 +/-71.3 +147.5 52 +1.80 1 04D 040 0-71.7 0.73.5 7495 54 +1$0 +140 +1.79:6 +/-76 +1-71.8 56 +/-80 +140 +1.77.6 +1.73.8 58 +1-W +1-79.4 +1-75.4 160 +140 +1.77.8 +1-73.6 9-2 +140 +/-75.8 64 +/-7a8 +/-74 • .• 68 +1-77.2 • • • • 67.7/8 +1.74.9 Sol • . • • • • EXTERIOR PVSINTERLAYER 8' HEAT STRENGTHENED GLASS I 6a' �- LONG SIDE GLASS SITE T BSIDE SIDE 13 I•-- LONG SIDE -►� SHORT SIDE f� 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOW, eUBTF em- FR&,hmrz U'-T0•tD' JLENS1014 TO DETERMINE THE BUCK OIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, I = THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 000 000 0.0 • • • • • • • • • • • ••• TABLE DIMENSIONS MAY BE • ORIENTED VERTICALLY OR ••• • HORIZONTALLY AS SHOWN. o 1ASS NOM. y� 7110' LAMINATED GLASS STACK �•{ Imo-- if ° GLASS STACK UWU Xy z � 3118" HEAT SHORT 3/18',TEMPERED GLASS STRENGTHENED GLASS SIDE 711(' AIR SPACE 3/18' ANNEALED GLASS 090' PVB • 11 INTERLAYER • • 5 _I LONG USED AT CURVED SIDE FRAME MEMBERS ONLY 29 618' G (g)11-7/8.O.C. MAXBgn GLASS SITE 18845 1-3 EXTERIOR 22 21 13 SHORT > z SIDE GLASS TYPE 3 IL 8181 O 'oeell 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOW, eUBTF em- FR&,hmrz U'-T0•tD' JLENS1014 TO DETERMINE THE BUCK OIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, I = THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 000 000 0.0 • • • • • • • • • • • ••• • • • • ••• • • o s61 O m M Oz [Lj W ° UWU Xy z � � Fz M0_ C9 SI1No �z dz • • • • • • • • • • F G N fZ � 18845 ILYNN A9111'��i `� ��'r�• "CENSE • `(F�'��: ` No. 58705 A )3 Q •'• STA E F s � i A. LYNN MILLER, P.E. P.M# 88705 o C9 It`} a e+D° 0 o s61 O m M Oz [Lj W ° UWU Xy z � � Fz M0_ C9 SI1No �z dz 0 y o N F G N fZ � 18845 > z NN IL 8181 O 'oeell 88Ne5 ILYNN A9111'��i `� ��'r�• "CENSE • `(F�'��: ` No. 58705 A )3 Q •'• STA E F s � i A. LYNN MILLER, P.E. P.M# 88705 TART F d• 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT P FROM THE TP-TO-T1P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND I -P TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1.1/18' NOM. TABLE DIMENSIONS MAY BE 7/1S• LAMNATED GLASS STACK 1 7110• LAMINATED ORIENTED VERTICALLY OR GLASS STACK I GLASS STACK HORIZ0N7ALLY AS SHOWN .090• PVB INTERLAYER 3113` TEMPERED GLASS 3118 HEAT STRENGTHENED GLASS LONG 3118" HEAT 3110' HEAT STRENGTHENED GLASS I-- LONG SIDE 310E 3118' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7118' AIRSPACE .000' PVB INTERLAYER -7-- 4 11 8 11 SHORT SIDE USED AT CARVED �gMEMBERSNLY SHORT . SDE FRAME MEMBERS ONLY 28 ®11.7/3' O.C. MAX. GLASS SITE 11-718.O.C. MAX.20 _ GLASS BITE EXiOR �� 74 I v a co T VY-' 4 T7 LONOSIDE GLASS TYPE 2 c Window Design Pressure (+/-, pall for Glass Types 2 & 4 w Z CiLA88 TYPE 4 SHORT b LONG f! • • • • • • • • Z mp SIDE SINE J- • •aN emu Z 0-z O � N N F Low Side (b) •• • • • •• SHORT I - pZ = 07-7/8 1 72 78 80 84 Be 92. 88 100 104 1MV2 112 118 120 124 128 132 138 140 144 30 +1.80 +1.80 +1.80 +/AO +/AD +/A0 +/$0 +/.80 +/•80 +/.80 +140 +/.80 +/-80 +IV 71.80 +/.80 +/.80 +/•80 +/•80 f/.80 32 +1A0 +1.80 0•80 +m+ a + AO +J.80 +IAo +IAO +/AO +IAO +lAO +1.80 H-80 +1.80 +/-80 +/AO +1.80 +180 34 +1A0 +/-80 7.80 +/A0 7A0 +1.80 t/-80 +/.80 +/-80 H•80 H-80 H +/.80 +/.80 1a 71.80 71.80 3s +1-80 +1.80 7-80 +/.80 +/A0 +1.80 a/AO +/AO +lAO 710 71.80 +IAO +IAO +)-80 +/A0 +180 38 +/AD +1.80 7.80 +/-sD +/AO +/•80 +IAO +1A0 +IAO +IAO +190 7A0 +IAO - +IAO 40 t/-80 +1-80 +/-80 +/-80 . N-80 +1.80 +/-80 +/-80 +1.80 +/•80 +140 +/•80 42 tlAO +1A0 +/-so+/Ap +1-80 +1-80 +1-w+/AO +IAO ./-so+1.80 44 7A0 +10 +1A0 +1.80 +1.80 +1-80 +1.80 +/AO +1.80 7.80 48 +1-w I +1-80 +1A0 +1-80 +180 + +IAO +/$0 +1-80 48 +1.80 I +1.80 +1.80 71.80 7A0 +1.80 +1.80 +1.80 50 +1.80 +/-80 +/.80 +lAO + 0 + •80 7A0 62 +1-00 +IAO 71-80 +1-80 +1-80 +1.79.1 N 54 +/80 7180 7A0 +/AO 7.78.8 58 +1A0 +IAO r/80 7.79.1 58 +/-80 +IAO +/AO 80 +/AO +IAO 7.79.3 02 7-80 +IAD 84 -7A0 +/AO SB +/AO 87-718 +IAO 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT P FROM THE TP-TO-T1P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND I -P TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1.1/18' NOM. TABLE DIMENSIONS MAY BE 7/1S• LAMNATED GLASS STACK 1 7110• LAMINATED ORIENTED VERTICALLY OR GLASS STACK I GLASS STACK HORIZ0N7ALLY AS SHOWN .090• PVB INTERLAYER 3113` TEMPERED GLASS 3118 HEAT STRENGTHENED GLASS LONG 3118" HEAT 3110' HEAT STRENGTHENED GLASS I-- LONG SIDE 310E 3118' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7118' AIRSPACE .000' PVB INTERLAYER -7-- 4 11 8 11 SHORT SIDE USED AT CARVED �gMEMBERSNLY SHORT . SDE FRAME MEMBERS ONLY 28 ®11.7/3' O.C. MAX. GLASS SITE 11-718.O.C. MAX.20 _ GLASS BITE EXiOR �� 74 I v a co T VY-' 4 T7 LONOSIDE GLASS TYPE 2 c w Z CiLA88 TYPE 4 SHORT b LONG f! • • • • • • • • Z mp SIDE SINE J- • •aN emu Z 0-z O � N N F O LLO to •• ••• •• • • • •• SHORT I - pZ = F G Z SIDE • ••• • ••• • • • • • • ••• • • • • a011 msaq aS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • ••• •• •0 No. 58705 _ A. LYNN MILLER, P.E. P.E.M88705 a co �a D ti ODcq a woe 0 c w Z Baa d z nFm �U XN 1 Z mp a •aN emu Z 0-z O � N N F O LLO to Z pZ = F G Z !!LL d a T �t � D a011 msaq aS No. 58705 _ A. LYNN MILLER, P.E. P.E.M88705 TABLE 6: 7116• LAMINATED GLASS STACK 3118" ANNEALED GLASS 3116'ANNEALED GLASS 4 11 USED AT CURVED FRAME MEN IBER.ONLY 29 618' Q 11-7)8' O.C. MAX. GLASS BITE '..-- LONG SIDE 1-3 T - EXTERIOR SHORT 20 13 310E v- GLASS TYPE 5 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: Window Design Pressure (+6, psi) for Glass Type 5 p1If Swe (n) ) 61-7/8 72 78 1 60 84 Be 92 98 10D 104 IMi/2 30 +901.125.4 +0•120 -901.115.5 +917-111.5 +901-108.5 +W-100 +901-1045 +901.103.5 +9-_1025 !901-100.7 +90.97.9 +M.120 +901.122.6 +901-119.8 +9--11& 32 +901-11&9 +9--11&8 +9-_105.3 +9--101.8 +9-•98.7 +W1-95.7 1.9-.92.3 +901.90.6 1.9-.90.3 +/•�.9 +1.89 +901-95.3 34 +9--108.9 +901-103 +901.9&8 +9-.95.1 +91[11-91.8 +1-88.2 +1$4.4 +1.81.5 11$0.1 0.79.8 +-]W. -4 0523 30 +9-.102.8 +g -.g7.1 +9--92.8 +7.88.9 +/$5.5 77 6 +1-79.7 +1472 +1.75.1 +1-73.4 +/.72.2 +1.79.4 38 +�-98.4 +W-92 +/.W,7 -153.2 -1.80.7 +/-7&1 +1.75.2 +1-725 +1-70. +1.88.6 +/.88.3 +189 40 +901-94.8 0.88.2 +14128 H-79.6 +1-772 +1.743 0.71.3 057.9 0$5.1 0$3.4 +151.0 42 +91M-91.3 +1.84.7 050.7 +1.77.4 +1.74. +/-71.3 .0.98.2 +/-74.1 0.84.7 +/$1.8 059.8 0-55.2 44 +15&3 +/-824 +1.78.9 0-75.4 +1.721 05&9 4155.6 0.822 +159.7 057.5 40 -1554 t/-80.8 +1.77.2 +1.73.6 +1-70.1 +(5&6 -153.6 +/-80.3 057.7 48 *1.827 1 +1-79.3 +_75.8 41-71.9 +1.8&3 +1.049 +151.5 +1582 50 +15&9 +1-77.5 +1.74.1 -/-70.3 +158.7 +/-03.1 +/597 62 0-791 0.75.8 +1.724 05&8 +1.851 051.5 54 +1-77.4 +1.73.8 +1.70.5 057.3 0536 60 +l-7&8 1-72 +1$8.8 +155.3 68 +1-74.2 0-70.3 +150.8 8o +1.727 +1.88.7 0$5 62 +1-71.2 0-74 • • • 68 +1$117 +1.65.5 • • • • • • �W-67611 t 5&3 • • • +167 7116• LAMINATED GLASS STACK 3118" ANNEALED GLASS 3116'ANNEALED GLASS 4 11 USED AT CURVED FRAME MEN IBER.ONLY 29 618' Q 11-7)8' O.C. MAX. GLASS BITE '..-- LONG SIDE 1-3 T - EXTERIOR SHORT 20 13 310E v- GLASS TYPE 5 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: -7-�-- LONGSIDE -►� R SHORT i1! SIDE Y/ TA13LE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116' NOM....{ GLASS STACK 7/18' LAMINATED GLASS STACK 3118' TEMPERED GLASS �18' ANNEALED GLASS 3116' ANNEALED GLASS 7116' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAX. NOTES: • • • • - - - - 1)BUCK DIMENSIONS SHOWN. FOR FLANGED WIND OWS TR,4,y,�,.•� FR E Tjp-9I'O- D•W1ED1610N TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AV�U S`HQ LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHNI. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. • ••• • ••• • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • ••• •• •• EXTERIOR 4 GLASS TYPE 7 90' -.0SG INTERLAYER -L fiv GLASS BITE Y� SHORT SIDE LONG 011 SIDE SHORT SIDE k N K ro � a N •��9 O 0 0 CD N N B1o0 O �I1 .r� Z U la o V1 �Z D.Z O f0 O F LL O F 7aOW N UI w Z It e��yQS� LLO Z ® oT om alit! •oa 2S LYNNE Aril! - No. 58705 lft �0. ST F 4CI OINAL A. LYNN MILLER, P.E. P.E.968705 Window Design Pressure (+h, psf) forGlass Type 7 Low Skda ) 87-7/8 1 72 76 80 84 8s 92 98 100 104 109.112 30 4=430 +901.130 +9W-130 +M.120 +901.122.6 +901-119.8 +9--11& +901.117 +9--11&8 -0-1127 +W-109.9 32 +901.130 +9--1251 +901418.9 +9--114.8 -W-Ti-1.5 +901-10&1 +9--104.3 +901.1024 +9-.102 +901.101.4 +W-99.7 34 +901-123.1 +9--11&4 +9-411.7 +9--107.5 - -103.8 +901-99.7 +901-95.3 +90!.92.1 +901.90.5 0.90 +1.89,8 38 +901•118 +9-.109.8 +901.1114.8 +9--100.5 +W4l&6 +9-933 +1-90 +/-87.3 +184.9 0523 +151.2 38 +W411.2 +9-•1042 47VII 7.9 +90/•94 +9--9tl 0.88.2 7/84.9 0-81.9 +1.79.4 +1.78.4 +1-743 40 +9--108.9 7-99.8 +9--934 +917-90.1+187.2 +154 7f$0.5 +/_7&7 +1.735 +1-70.9 +189 42 +901-103.2 +9- .7 +9-•9t2 +187.4 +184 +/-80.8 +1-17 0-731 +189.8 +188.9 0.652 44 +901-99.7 -W-93.1 089.1 1 -1Z.2 +1-81.4 +1-77.8 +/-74.1 0-743 +187.5 +1$3.9 46 +9--96.5 +W-91.3 +157.2 0532 +1-T92 +/-7&4 0.71.7 +/85.1 48 +901.93.6 +189.6 *1554 7f-81.2 - -772 +/-7&3 +189.8 0.08.8 0+ 79-81.4 4/57.8 +153.7 +/-79.4 +f-75 0.71.3 +1875 62 +1594 +186.8 +18.8 +/-77.7 +1:735 05&5 64+587.5 +153.4 0-79.8 +1.78 +1-71.8 56 0558 +181.4 1-77. +1-77.Y- 56 56 41538 0-79.4 +1454 80 04 +/-77.8 +/-73.5 6a +15&4 .l-7&8 64 N-7&8 0-74 • • • 68 +1-772 • • • • • • 8T-718 • • • -7-�-- LONGSIDE -►� R SHORT i1! SIDE Y/ TA13LE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116' NOM....{ GLASS STACK 7/18' LAMINATED GLASS STACK 3118' TEMPERED GLASS �18' ANNEALED GLASS 3116' ANNEALED GLASS 7116' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAX. NOTES: • • • • - - - - 1)BUCK DIMENSIONS SHOWN. FOR FLANGED WIND OWS TR,4,y,�,.•� FR E Tjp-9I'O- D•W1ED1610N TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AV�U S`HQ LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHNI. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. • ••• • ••• • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • ••• •• •• EXTERIOR 4 GLASS TYPE 7 90' -.0SG INTERLAYER -L fiv GLASS BITE Y� SHORT SIDE LONG 011 SIDE SHORT SIDE k N K ro � a N •��9 O 0 0 CD N N B1o0 O �I1 .r� Z U la o V1 �Z D.Z O f0 O F LL O F 7aOW N UI w Z It e��yQS� LLO Z ® oT om alit! •oa 2S LYNNE Aril! - No. 58705 lft �0. ST F 4CI OINAL A. LYNN MILLER, P.E. P.E.968705 rem c I UN TEN 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/18' LAMINATED GLASS STACK 311V HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11.7!8" O.C. MAX. 1-1116' NOM. Lam_ GLASS STACK 7118' LAMINATED 1- I GLASS STACK ro'STRI51,10THENED 0` SG INTERLAYER me, TEMPERED GLASS ! 3!1W HEAT STRENOTHE14ED GLASS 3118' HEAT LSHS' HEAT STRENGTHENED GLASS GLASS 7/18' AIR SPACE .090' SG INTERLAYER USED AT CURVED 5�, GLASS SITE FRAME MEMBERS ONLY 01 � 11-7/8' O.C. MAX. EXTERIOR 11 Uv EXTERIOR 20 13 a GLASS TYPE 6 ago 0 go •• ••• •• • • • •• ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • 0 •• •• • • 0 •• •• fir GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �•+-- LONG SIDE SHORT SIDE SSIDEHORT �+- LONG SIDE -►{ T SHORT d/ SIDE Y/ j LONG SIDE 1 SHORT SIDE N ' lM k a o a d N h OQ C7 N cp N C�hVj z LL wa N uU1U_ X- � o�Z�UU mY 1 0 oreo c7 Op z o Z D. Z v7 LL g o ® LU P"Its 0 O 2 ZUl w arm O a• 3 z, �0L1 O LL in D� eltu ' 11 frill"" LYNN LYNN M/ �����' UCENSF• C�F.p'�ii No. 58705 ' Q '• STAT F l" + NAI- Ilrinnl`` A. LYNN MILLER, P.E. Window Design Pressure (41•, pal) for Glass Types 6 & 8 Long Side 0) 67-718 72 78 80 84 88 92 98 100 104 109.112 112 118 20 124 128 132 136 140 144 30 +901.130 -M-130 +901.13D +901-130 +901-130 +90/-130 *9111-130 ♦ -130 +901.130 +901.130 47=-.13D 70=13D +9W13U 90130 7901.130 +901.130 +901-130 +901.130 +901.130 +901-130 32 +901.130 +901-130 +9W-130 +9W-130 +3O/-130 +901.130 +90/-130 +9D1.13D +901-130 +90/.130 +901-130 +90i-130 /-130 t W-1 +9W-130 +Wl-130 +901.130 +90/•130 +901-130 34 +901-130 +901430 +901.130 +801.130. +9W-130 +901-130 +M-130 7901.130 +901-13D +901-130 +901.130 +9111.130 +901.130 +9a.13D +901.130 +901-130 +90!•130 36 +901-130 +9D/ -13D +901-130 +901.130 +901-130 +901.130 +901.130 +901-130 +901.130 +201-130 +W 130 +901- 30 *=430 +901-130 +901-130 +901-13D 38 +9W.130 +901-13D +90!•130 +901.130 7901-13D +901-130 +901.130 +901-130 +901-13D +901.130 +90143D +901.130 +901.1292 +901-12.3 40 +901.130 +W -13D +8W430 +901.130 +901-130 +901.130 +901-130 +901.130 +901.130 + -128.8 +901.123.2 +901.122 42 +901-130 +901-130 +901-130 +90143D +9W-130 +901-130 +901-130 +W.129.3 +0-123.2 +9W-119.7 +901.118.4 44 +0-130 +901130 1 +901.130 1 901.130 +W-130 +901-130 1 +901-130 +9(1-124.6 -0-119.4 +901.115 48 +9.130 +901.130 I +9W -13D +901.130 +W-130 +901-1 +90'-128.9 +90.120.5 +0.115.3 48 +901.130 7901-130 +901.130 +901.130 +901-130 +90'-129.7 +901.123 +901.118.5 vi 60 +901130 +901-130 +9W-130 +951.130 +001130 +90'.12 .2 +89.4t-119. 52 +9W -13D +OW.130 +9W -13D +901.130 +901.130 +88.01.123 - 54 +9.130 +901-130 +901.130 + •130 +88.8)-12T.1 58 +0-130 +901-130 +9.130 +8a41.129 58 +901130 +801.130 49.130 S11 +9-130 +901.130 +89.51.128. 82 +901.130 +901.130 84 +9W130 +901.130 88 1 +qw-130 57.71 +9W.130 UN TEN 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/18' LAMINATED GLASS STACK 311V HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11.7!8" O.C. MAX. 1-1116' NOM. Lam_ GLASS STACK 7118' LAMINATED 1- I GLASS STACK ro'STRI51,10THENED 0` SG INTERLAYER me, TEMPERED GLASS ! 3!1W HEAT STRENOTHE14ED GLASS 3118' HEAT LSHS' HEAT STRENGTHENED GLASS GLASS 7/18' AIR SPACE .090' SG INTERLAYER USED AT CURVED 5�, GLASS SITE FRAME MEMBERS ONLY 01 � 11-7/8' O.C. MAX. EXTERIOR 11 Uv EXTERIOR 20 13 a GLASS TYPE 6 ago 0 go •• ••• •• • • • •• ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • 0 •• •• • • 0 •• •• fir GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �•+-- LONG SIDE SHORT SIDE SSIDEHORT �+- LONG SIDE -►{ T SHORT d/ SIDE Y/ j LONG SIDE 1 SHORT SIDE N ' lM k a o a d N h OQ C7 N cp N C�hVj z LL wa N uU1U_ X- � o�Z�UU mY 1 0 oreo c7 Op z o Z D. Z v7 LL g o ® LU P"Its 0 O 2 ZUl w arm O a• 3 z, �0L1 O LL in D� eltu ' 11 frill"" LYNN LYNN M/ �����' UCENSF• C�F.p'�ii No. 58705 ' Q '• STAT F l" + NAI- Ilrinnl`` A. LYNN MILLER, P.E. EDC DISTANCE INSTALLATION TYPE A WINDOW I EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3(4• 2X WOOD SUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT 114'MAX 1 SHIM. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE % THIS SHEET USED AT CURVED IFRAME MEMBERS ONLY @ 11-7/8' O.C. MAX. 114• MAX. SHIM #12 STEEL SELF -DRILLING SMS (Gli . SEE TABLE 8, THIS SHEET INSTALLATION TYPE B 1X WOOD SEE NOTE 2, TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION • TYPE C �1/4' MAX SHIM • • EMBEDMENT 1X WOOD SUCKSTWP, 12, Aluminum 8083-T8 min. 3/8' 0.083' • U4' MAX SHIM A38 Steel 3W 0.083' • 1r Steel Stud Gr. 33 Mn. 3W 0.048' 1 Ga • 11 EMBEDMENT '.� ' 'a • 1p a *} .•, :• 04 •- CONCRETE PER • • ANCNOR• • • EDGE .•4 •. CONCRETEICMUJR1 PERANCHOR 4 11 VISIBLE LIGHT WIDTH= 6 DISTANCE REQUIREMENT WINDOW SUCK WIDTH - 2-W 2-11r 114• MAX. SHIM #12 STEEL SELF -DRILLING SMS (Gli . SEE TABLE 8, THIS SHEET INSTALLATION TYPE B 1X WOOD SEE NOTE 2, TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING EXTERIOR MIAMI-OADE APPROVED MULLION lu (SEE SEPERATE NDA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET • • • • �1/4' MAX SHIM • • w 1X WOOD SUCKSTWP, 12, Aluminum 8083-T8 min. 3/8' 0.083' • SEE NOTE 2. THIS SHEET A38 Steel 3W 0.083' • 1r Steel Stud Gr. 33 Mn. 3W 0.048' 1 Ga • 11 EMBEDMENT '.� ' 'a • 1p a *} .•, :• 04 •- CONCRETE PER • • ANCNOR• • • EXTERIOR .•4 •. CONCRETEICMUJR1 PERANCHOR 4 11 VISIBLE LIGHT WIDTH= 6 12' 12' REQUIREMENT WINDOW SUCK WIDTH - 2-W 2-11r • WINWWBUCK WIDTH nP TO -TIP WINDOW WIDTH •• • • INSTALLATION EDGE HORIZONTAL SECTION A -A INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING EXTERIOR MIAMI-OADE APPROVED MULLION lu (SEE SEPERATE NDA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET ••• • • • • �1/4' MAX SHIM • • w 1X WOOD SUCKSTWP, 12, Aluminum 8083-T8 min. 3/8' 0.083' • SEE NOTE 2. THIS SHEET A38 Steel 3W 0.083' • 1r Steel Stud Gr. 33 Mn. 3W 0.048' 1 Ga • 1r EMBEDMENT '.� ' 'a • 1p a *} .•, :• 04 •- CONCRETE PER • • ANCNOR• • • 1r .•4 •. l.,. qac ..�. .� i.•'.r �. REQEIRE11% • • so • • 12' 12' 1/4.410 SS CreteFlex r.: 4. 2-11r • •• •• • • INSTALLATION EDGE TYP. ANCHOR TYPE. EMBEDMENT TYPE B DISTANCE AND EDGE DISTANCE PERq 1r SUBSTRATE, SEE TABLE •THIS SHEET VERTICAL S6CTICOO-B • • • * • • • • 1r • • it • •• • • • • • • • • ••• • • • • ••• • • w U3 12, Aluminum 8083-T8 min. 3/8' 0.083' • r A38 Steel 3W 0.083' • 1r Steel Stud Gr. 33 Mn. 3W 0.048' 1 Ga • 1r #12 or 014 Steel Screw�(e8) P.T. Southem;bre (8G=Q66) 8/18' 1378' 1r Aiumbwm, 8083.76 mfn. 31F -0.06r 12' Steel 8' 0.003" a Steel Stud, Gr. 33 min. 3/8• 0.046' 18 (ia 12' 12' 1/4.410 SS CreteFlex UMmouted CMU, (ASTM C-80) 2-11r • •• •• • • • •• •• 1-314' 1r Concrete2.86 kan 2.1/2' 1318' 1r 94.27CMU. (A8TM 080) 2 -lir 1-174' 1r Grouted CMU ASTM C80 2-11 1-3/4• Tear a A. EMBEDMENT EDGE DISTANCE PRODUCTRBNBWED • . - asoampt Cudav86 the Florid�a'/�' Acaeptmxe No a �� . .i i . � s .. Mlend 8de Product C•Iho PERANCHOR REQUIREMENT Anchor Substrate Mtn. Edge Dletance Mtn. Embedment Max O.C. Sp"Ing #12 or #14 410 SS Screw .. Southam Pine (30=0.86 w U3 12, Aluminum 8083-T8 min. 3/8' 0.083' • r A38 Steel 3W 0.083' • 1r Steel Stud Gr. 33 Mn. 3W 0.048' 1 Ga • 1r #12 or 014 Steel Screw�(e8) P.T. Southem;bre (8G=Q66) 8/18' 1378' 1r Aiumbwm, 8083.76 mfn. 31F -0.06r 12' Steel 8' 0.003" a Steel Stud, Gr. 33 min. 3/8• 0.046' 18 (ia 12' 12' 1/4.410 SS CreteFlex UMmouted CMU, (ASTM C-80) 2-11r 1-1W IT Concrete (min. 3.36 ksi) I. 1314' 12' 1/4' Bteel U2moon Concrete (mbw 2.86 ke P 1-314' 1r Concrete2.86 kan 2.1/2' 1318' 1r 94.27CMU. (A8TM 080) 2 -lir 1-174' 1r Grouted CMU ASTM C80 2-11 1-3/4• it 6/18' Steel Ulbacon Concrete (min. 3.6 kel) 1-1/4' 13/4' 12' Grouted CMU TM C-90 2-1/2' 1.3/4' 1r ,rurv..1u,nnc ar:—rnm mr:uu0a rrwrm INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -V/2 -.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED ASW ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD 8=8 TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. LYNN No. 706 ; D 8TA EVF3 • �: S, ON& <<�.. A. LYNN MILLER, PX- P.E.# 88706 p O T ra OJJ g z Z Z WR)LL Cts uao 0 Y Uj to � [luu n px (7 z 0/d0 . � I -C 0 c a Z m ® z ~ a z ZW 1,31 LYNN No. 706 ; D 8TA EVF3 • �: S, ON& <<�.. A. LYNN MILLER, PX- P.E.# 88706 2X WOOD MMSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE E 4 a WINDOW BUCK HEIGHT VISIBLE LIGHT IEIC = MNDOW BUCK 1EIGHT 2.3/4• INSTALLATION TYPE G INSTALLATION TYPE F r— EMBEDMENT SEE NOTE 2, THIS SHEET114"� MAX SHIM EMBEDMENT SHIM TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE • .'° . •: v : S SEE TABLE 9, THIS SHEET DISTANCE V...• LV4• MAX 2 2 SHIM r TYP. ANCHOR TYPE. ' EMBEDMENT AND EDGE f••.. DISTANCE PER SUBSTRATE, 11 SEE TABLE 9, THIS SHEET EXTERIOR USED AT CURVED :.• .''••' 4 11 I FRAME MEMBERS ONLY° '•d •• ®11-7/8' O.C. MAX I VISIBLE LIGHT WIDTH = 6 CONCRETE(CMU WINDOW BUCK WIDTH - 2-3/4• PERANCHOR REQUIREMENT I� WINDOW BUCK WIDTH HORIZONTAL SECTION C -C a12 ST114• MAX SHIM EEL SELF -DRILLING 3M3 (00), SEE TABLE % qkn THIS SHEET TABLE W. INSTALLATION TYPE H iEXTERIOR t MIAMI•DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET Arrolar Substrate Min. Edge Dletanoe Max O.C. �• Embedment Spacing, 012 or 014 410 SS Scmw P.T. Southam ne 86=0 1 1 1r ANminw W83•TS roto 0.003 • r AW Steel 318• 0.003• • 12' Steel Slutl, Gr. 33 mlrt 310' 0.046. 16 Oe • 1r . #12 or #14 Steel Screw (00) P.T. Southam Pbre (SG=0. 9/10` 1-3/0• •r Aluminum, 0003-T6 min. 3W 0.003• • 12• A30 Steel 318" OA83•• 12- 12 - Steel Stud 0c 33 min. 318` 0.048 10 Ga • tr U4' 41088 CreteFlex Ungroutod CMU, (ASTM C•90) a -Ur 1-1/4• tr In. (min. 3.35 kap 1' 1-314' 1r 1/4' Steel Ultrecon Corwrele roto. 2.00 kap V 1314• 1r concrete (mh 2•� l) 2-1/T 1318 1r Ungmuted CMU, (ASTM C•90) 2-11r 1-114- 1r Grouted CMU 7M C90 2-1/r 1314• 1Y 6/10' Steel Ultracon Cenorote (min. 3.8 kap 1-1/4' 1314' 12- otouled CMU. ASTM C-00 2-1/T 1314' 12' ..JJJL��� ttij=f'� �1/4°MAX SHIM 11 1X WOOD SUCKSTRIP, • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET • • p' ° •�••• CO Y P�t • • EMBEDMENT :• i .• �• � a- � �•' .. ij is ,• • . •"• 'w R• • • INSTALLATION NOTES: ` "..•!.,!`q.�..ii . ..•�...•••.i'i1 REYfEhli • ,; a .. i• • �' ,• • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION I EDGE • • • • • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2% 1X WOOD BUCKS ARE TYPE F 1'�"'�" DtSTANGE T1• ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS •2)P ARE 1-11r THICK OR GREATER. AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABLE B, THIS SHEET JURISDICTION. VERTICAL g9CTIMD-D ... • • • • . • • • • • • • 3. FOR ATTACHMENT TO METAL:- THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • : : : • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. :. : • • • - ••• •• • • 000 0 • I a ro z a � nay o p o 0 Ne o (� N 'Y O1 Z z Z L vawi0 UU XN 0 w O vN Y Z 'ow o -i dz g 0 0 rn � taaes ® z � rn O = Z(q slm LL W anLL•asap gal as ����`ANy LYNN qf/ it �'���•'�,�CENS�c • C�F.p ��� ` * ' No. 58705 CAL . %�O • E/i STA O�r3 • C(/�` """;q/ONAI- tE?``�\. A. LYNN MILLER P.E. P.E# 58700 TYP. ANCHOR TYPE, 2X WOOD SUCKSTRIP EMBEDMENT AND EDGE ^-►i EMBEDMENT- INSTALLATION DISTANCE PER SUBSTRATE, NOTEE SEE TABLE 10, THIS SHEET 3 cl TYPE J INSTALLATION EDGE EDGE DISTANCE DISTANCE v 114• MAX SHIM TYPE 316° 6 2-112" x .146 Roofing Nall P.T. Southern Pine SG=0. 318' 6 P.T. Southern Plne(SO-AM 12• 6 2X WOOD BUCKSTRIP 0.093° Aluminum, 6063-T6 mh BHS° 6 1116 A36 Steal OR FRAMING, SEE _ _0.046" (16 Ga) Steel Stud. Gr. 33 1 BHS I b" NOTE 2, THIS SHEET 114• MAX TYP. ANCHOR TYPE, EMBEDMENT AND 3 SHIMF EDGE DISTANCE PER SUBSTRATE, 4 6 SEE TABLE 10. THIS SHEET EMBEDMENT 11 USED AT CURVED t— EXTERIOR 28 FRAME MEMBERS ONLY F4411-7/8.O.C. MAX, /It—Ink WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4' INSTALLATION TYPE J 114• MAX. SHIM INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (GS), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 114• MAX SHIM r EXT2EnRIIOR V MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET EDGE DISTANCE Y F4i�F • �-- EMBEDMENT • - P E E 3T$NCQP£NDMEIiT • Y • • • Y TE, SEE TABLE f0, TM1111 SHEET VERTICAL SECTION F -F • • • • • • • • • • • • • • • • • • • • • • f• •• • • •o •• •: ••• • • • ••• 0 VISIBLE B UIOHT WIDTH WINDOW BUCK WIDTH - 2-3/4• WINDOW BUCK WIDTH INSTALLATION TYPE K EDGE DISTANCE ► I 2X WOOD BUCK87MP OR FRAMING SEE NOTE 2, THIS SHEET HORIZONTAL SECTION E -E EMBEDMENT EXTERIOR V TABLE 10: Anchor Substrate Min. Edge Max. O.C. gatetrce 3 cl 2-1/2'x .113° Box Nail P.T. Southam Plna =0. 6116' - v 2.112" x .131• Common Nall P.T. Sotrthem Pine SG -0.68 316° 6 2-112" x .146 Roofing Nall P.T. Southern Pine SG=0. 318' 6 P.T. Southern Plne(SO-AM 12• 6 #10 x 11 Stool Scraw 0.093° Aluminum, 6063-T6 mh BHS° 6 1116 A36 Steal 116 _ _0.046" (16 Ga) Steel Stud. Gr. 33 1 BHS I b" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS •1X•, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12•.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS •2X• ARE 1.12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL, THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a N z n rc R a in a IS C9 N ~ aln0 N p �' Z s n U(_� XpoS2 2 -77 `L Z 4. Z U.O aD Z Revs F O Q Z 0 -a� LL Z O p~4 Ia Z ` z a a LL LL enu •moo s LYNN �14t''7'�i ENSE•'. ° No. 58705 ' ,•,� 7r',3 ,*pc),% STF `y ; A. LYNN MILLER, P.E. P.E.968705 INSTALLATION TYPE M� FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 8' O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2 -3/4' INSTALLATION TYPE N EDGE 2X WOOD SUCKSTRIP DISTANCE__�FRAMING,SEE NOTE 2, THIS SHEET fEMBEDMENT —L1/4• MAX SHIM —TYP. ANCHOR TYPE, MO.C.MA, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED EDGE I FRAME MEMBERS ONLY DISTANCE 11-718. X. CONCRETEXMU PERANCHOR REQUIREMENT 114• MAX. SH��'� INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY BE NO • MORE THAN I.O.C. #12 STEEL SELF -DRILLING SMS (G6), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M INSTALLATION . FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, . 1t4 MAX ANCHORS MAY BE NO SHIM i MORE THAN 8' O.C. .+ 1X WOOD BUCKSTRIP, SEE 2X WOOD Bl1CKSTRIP NOTE 2. THIS SHEET OR FRAMING. SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �• B SEE TABLE 11. THIS SHEET •. M. ANCHOR TYPE•S 1 II EXTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �I ID SEE TABLE 11. THIS SHEET :';r .:•� 114' MAX SHIMMIAMI-DADE APPROVED MULLION 8' '(SEE SEPERATE NOA), ALUMINUM, VERTICAL 86104 H -I I STEEL FRAMING OR STEEL STUD. ••• • SEE SUBSTRATE PROPERTIES, T TABLE 11,THIS SHEET 1X WOOD SUCKSTRIP, C� SEE NOTE 2, THIS SHEET •Tr •�+. dei 'ir • • • •• EDGE Substrate NIL Edge Distance DISTANCE #12 or#14 410 SS Screw EDGE 8110' :';r .:•� DISTANCE A wTdnum W63 -TS min. 318' 0.083, • 8' •.• VERTICAL 86104 H -I I Steel SW Gr. $3 min. 310' 0.04Y 18 Ge ••• • #12 or#14 Steel Screw (0.5) REQUIREMENT 9118' EXTERIOR 6' 0 ••• • • • • ••• • • VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH -2-314' WINDOW BUCK WIDTH HORIZONTAL SECTION G -G Y/d:Ii3iP EMBEDMENT D Substrate NIL Edge Distance Min. Embedment S�'of #12 or#14 410 SS Screw EDGE 8110' :';r .:•� DISTANCE A wTdnum W63 -TS min. 318' 0.083, • 8' A30 Steel 318' 0.083' • CONCRETEICMU Steel SW Gr. $3 min. 310' 0.04Y 18 Ge PER ANCHOR #12 or#14 Steel Screw (0.5) REQUIREMENT 9118' EXTERIOR 6' 0 8" Anchor Substrate NIL Edge Distance Min. Embedment S�'of #12 or#14 410 SS Screw P.T. Southern Pine SO.0.65 8110' 1-318' 8' A wTdnum W63 -TS min. 318' 0.083, • 8' A30 Steel 318' 0.083' • 8' Steel SW Gr. $3 min. 310' 0.04Y 18 Ge 8' #12 or#14 Steel Screw (0.5) P.T. Soutt>em Pine SCG=0.85 gal!r 9118' 1318' 6' Aluminum, 318• 0.083' • A38 Steel 318' 0.083" 8" Steel stud Gr. 33m . I 0.045. 1808 'rl2r' ao 0) U4' 410 8S CreteFiex U muted CM ASTM 480 2.112' 1-114' Concrete (min. 3.35 kat) 1.1314' O 114'Steef Ultmoon min. 2.85 kei 1'1.314• Z Cotwrete mkr. 2.85 ke1 2.117' 1.3/8" cMu, ASTM c eo 2-11T l_lw .Grouted CM TM 490 2-1i2` 144 5118' Steel Ulttrecon Concrete hL 3.5 kel 1-U4' 1314'Grouted LL CMu TM 490 24W - 1314' WIN. UrJ 1nMC OOCTUNU Inn mCIA{..JU=IrWM INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'Ir, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2•.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'WARE 14tr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING .IURISDICTtON. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4., IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ` N0.68705 -o:''STA w� � ���' • FCOR\OP.•'' •\�� ZONAL AL LYN�J AItI.I.ER, P.E. a N o 0 C4 v ooV C Oa! Rz z use I: 13 to� 0 r obi Qz az .. O ao 0) ® Z � Ows O ~ Z n Z as LL LL eALL ' soo ssl�a5 ` N0.68705 -o:''STA w� � ���' • FCOR\OP.•'' •\�� ZONAL AL LYN�J AItI.I.ER, P.E. ASSEMBLY DETAILS FOR FLANGE 8 EQUAL -LEG FRAMES ANGLED/CURVED FRAME ASSEMBLY ASSEMBLY DETAILS FOR FIN FRAMES 80• CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT EQUAL -LEG FRAME WGE FRAME 1'ERIOR ELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Item POT Pert# Description Materiel 1 8V CORNER Flanged Frame 4�y 2 4285 FRAME ASSEMBLY 10 ALL CORNERS T 3 USE GASKETAND/ORSEALANEG integral Fin Frame Alum. 608375 4 4255 7H8 Leel. Glass Beadflng Alum. 608375 6 4264 LG. Glass Beading Alum. 808376 6a 4270 Install don Fastener Corer Num. 606375 FRAME 4224 Install don Fastener Omw ME rem c 4a 706890 ANGLED/CURVED FRAME ASSEMBLY ASSEMBLY DETAILS FOR FIN FRAMES 80• CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT EQUAL -LEG FRAME WGE FRAME 1'ERIOR ELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Item POT Pert# Description Materiel 1 42630 Flanged Frame Alum. 8083.76 2 4285 Equal -leg Frame Alum. WOS-78 3 4268 integral Fin Frame Alum. 608375 4 4255 7H8 Leel. Glass Beadflng Alum. 608375 6 4264 LG. Glass Beading Alum. 808376 6a 4270 Install don Fastener Corer Num. 606375 6b 4224 Install don Fastener Omw Rigid PVC 10 706890 Gasket (at 90" comer joint®) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +1-1 13 Dow 899, GE 7700 S81ca s or Equjy.• goo • • a 20 71852K Selling Block, Malo. 3118" x A x 4" N Dim. 15 •lit 21 1 71704AK ISetting Block, I.G. 3118 x 1-3137 04° Nllbteng *, + 1 22 DURAK718 7118 DumSeal Spacer • • • • • • • • 28 1#8 x 1-14" FH SMS Stainless Steel 30 781PDX 1#8 x 1" Quad PH SMS Stainless Steel 2.784• -►14�- .074' 002' 1876' 0 430' 1.00` T .600' 1 -•►I{-.-- .060i10°0B' FLANGE FRAME #4263C, 8063-T6 ••• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANGLED/CURVED FRAME ASSEMBLY, MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 2.784• .084' 4" car Oat' 1.37x' .600• .438• OEQUAL -LEG FRAME #4285.5063-T5 F+-- .348' .878' -•yam- .080' I.G. GLASS 5 BEADING #4264, 6063-T5 . 2.784• .084' _Z,_- •074• yr Oat' 1.376• 1' ww '1� 438' 7 �-- 1� jowao a• 1.128• +- .077• 3 FIN FRAME #4256,6063-T5 --.{ 1.o3r [— Mir+ INSTALLATION 8a FASTENER COVER #4270,6063-T6 z N a U) C7N ego O o w CS Zre Mu- P -.a cS FZ m0 5U' snw �> p0 Z Z o oZ O Z F w o p o ® N. 3ea�fS Z Z o� C3 aloes Z IjLL-Cl LL m anu aeNes �•��`.•'��GENSF•' �F�Q ��� ' No. 58706 tsT,?Vl '1P FORI SS111NlaL E� A LYNN MILLER, P.B. REJ U708 1 .870' • • •• .8J78�' • • • GOT i i e • • 71 LAMI OGLASS BEADING #4265, 6063-T5 ••• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANGLED/CURVED FRAME ASSEMBLY, MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 2.784• .084' 4" car Oat' 1.37x' .600• .438• OEQUAL -LEG FRAME #4285.5063-T5 F+-- .348' .878' -•yam- .080' I.G. GLASS 5 BEADING #4264, 6063-T5 . 2.784• .084' _Z,_- •074• yr Oat' 1.376• 1' ww '1� 438' 7 �-- 1� jowao a• 1.128• +- .077• 3 FIN FRAME #4256,6063-T5 --.{ 1.o3r [— Mir+ INSTALLATION 8a FASTENER COVER #4270,6063-T6 z N a U) C7N ego O o w CS Zre Mu- P -.a cS FZ m0 5U' snw �> p0 Z Z o oZ O Z F w o p o ® N. 3ea�fS Z Z o� C3 aloes Z IjLL-Cl LL m anu aeNes �•��`.•'��GENSF•' �F�Q ��� ' No. 58706 tsT,?Vl '1P FORI SS111NlaL E� A LYNN MILLER, P.B. REJ U708 MIAM!•DADE MIAW DADS COUNTY, FLORIDA 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO11IC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 ,SCOPE: This NOA is being issued under, the applicable rules and regulations governing the use of construction materials. The documentation submitted has been revieNved and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there.bus been no change in the applicable building code negatively affecting the performance of this product. ' 9.9 • TERMINATION of this NOA will occur after the expiration date or if there has bema 4vision bi change in the materials, use, and/ or manufacture of the product or process. Misuse of this 114% as an endorsement of any product, for sales, advertising or any other purposes shall automatically ternitUiltis NO.4. Fgilure to comply with any section of this NOA shall be cause for termination and removal of.0 - . 0 • ..' ADVERTISEMENT: The NOA number preceded by the. words Miami-Dade• 4: + k jy, Fv ti'a; .and followed by the expiration date may be displayed in advertising literature. If anyWd8n of the MA is displayed, then it shall be done in its entirety. :00:0: INSPECTION: A copy of this entire NOA shall be provided to the user by toe nvLfactileVi? its distributors and shall be available for inspection at the job site at the request of the Bu3ldingbfficial.: e • • This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages E-1 and 0-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 lt% tg k3 Page 1 0000.. 0000.. 999999 0000. 0000. 0000.0 9800.. 9 0 000000 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10— 0819.05 2. Drawing No. 6300JR, titled "Impact --Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29111, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Srrbtnitted under previous NOA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. E. (Submitted under previous NOA No. 11-0922.01) QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. • . 0000.. 0000.. 0000 0000 0000.. .. . •0000• 0000•• F. STATEMENTS "" • • 0 • 0000 • •• 00:900 1. Statement letter of no financial interest, conformance and. implying •with the ..... FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn►406r, P. A? • • • • 6004:0 2. Laboratory addendum letter for Test Report No. FTL 6443, jpft0d:by Fenestration • • Testing Lab, -Inc., dated 05/05/11, signed and sealed by Marlin IJ. Brprison, j PEs: • , .. (Submitted underprevious NOA No. 11-0922.01) 0 0000 JaiineD. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0915.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNmui&D) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/1.1, signed and sealed by Marlin D. Brinson, P. E. (SubnuUed under previous NOA No. 11-4922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq L Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922. 01) G. OTHERS 1. Notice of Acceptance No. I1-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion -- L.M.I.", approved on 12/08/11 and expiring on 05/26/16. 0000 0000 0000.. .. . 0000.. • 0000 .. •. 0000 .. 0000.. 0000 .. 00 0000 .0.... • .. ...... . 0 .. 0000 Soo 3aime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: Oetober 31, 2013 E-2 0000.. 0000.. ....l. 0000. 0000. 000000 .0000. 0000.. SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE I--OM41NGWIDTHFORVERTICALMULL �`j MULLIONS I / SEE DETAas SHEETS EETS 2 _ 23 SEE DETAILS ATHRUOI SHEET82-3 _ I^/ 111__11 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 1 SSE An / SHE MULL HEIGHT LENGTH FOR HORIZONTAL EE8T3�� MULL SSE FENESTRATION PRODUCTBMAY SECFANYTYPE. MUST BE / 111 MANUFACTURED I 1 gym. /SEE DETAILS I HORIZONTAL IIF•++---- MULL A-D.G,N: SHEETS 23 LENGTH HORIZONTAL MULL LENGTH 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSVAF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WIT" POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. GENERAL NOTES...._..._...„„__.1 INSTRUCTIONS__....„.__.„_.„_. -1 ELEVATIONS..„„.„_.„......_.___.1 MULL T02X WOOD......._._....__..2 MULL TO 1X 8 MASONRY.,....._... 2 INSTALLATION NOTES_..___._.. 2 MULL TO MASONRY.___.„........_ 3 MULL TO STEEL STUD.___„.„._. 3 MULL TO MULL __._._._.......__ 3 ANCHOR SPECB.„.„.....„.__„_._ 3 ALTERNATATE CLIPS.------ 4 BAY MULL INSTALLATION. -........_4 1 X 2 X.128 MULL SPECS.....__....6 1 X 2 X.376 MULL SPECS.......__.8 1 X 2.78 X WE MULL SPEC&___..7 1 X 2.76 X.66 MULL SPECS ------- 8 1 X 3.128 X.600 MULL SPECS......_9 126 X3.188 X.268 MULL SPECS_ 12 2 X 4 X.25 MULL SPECS.........._. -13 2X8 X.28 MULL SPECS.--_ 14 128 X 2.11 X.126 MULL SPECS.... 18 37 X 3.28 BAY MULL8PEC8..__. IS 45'X &25 BAY MULL SPECS -- 17' MULLION & CLIP DIMENSIONS...... 18.20 EXAMPLES 1 LOADING EXAMPLES_.____._.22 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR'TRIANGULAR/FRAPEZOIDAL'. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 4) FIND THE CHOSEN MULUON S MULLION CAPACITY (LBSN” FROM TABLES 1A THROUGH 13A ON SHEETS 6 THROUGH 17 PRODUCT RB 1 D RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING B C ding C 8 ov11H FloTlcls MULL OPENING WIDTH I—�j ( Bu04h}3C.e.bnl. -'I LENGTIi I” � �I � � VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFF=) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Accepttmso N REQUIREMENT (L88lF f'F FOR THE OPENING OBTAINED IN STEP 1). PE 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS PiII1„�, NIL FOR VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL t Dado HEN LENGTH G f/ HORIZ MULLION CAPACITY.L MULL Illlllt L •� _ • • • • � • • 8) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE L • • • • ANCHOR/SUBsTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED �� '�CENSLc '•�A j ANCHOR CAPACITY IS MET.: FF SINGLE MULLION SINGLE MUWON • • • -`IyOR Ylkn • • • • • 7) IF THE MULLION CAPACITY (LBSJFm OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT ILSWFT-) — * •• NO. 68705 • • • • • bPEN I�t1wIDf 11 • • • FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY F`�Tt � REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 0 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS- ' 4a ( ��;• W� FROM FIGURE 1 ABOVE. 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FTP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL , 0,� ' .,• FCORIOp• • • • • • 00: • • MULLIONCAPACITY IL SIFT) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE �C` • i • • • • • • • CULLED FENESTRATION PRODUCT ASSEMBLY. ��is`S�OI\�A� \ • • • • • • • HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. , 1/ T t1 \ • • • • • • • • • • • A. LA mIWEI P. E. • • • • • FL P.E.# 68705 • • • • • • • • • • • •• •• • • • •• •• DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) SIDE VIEW FRONT VIEW BEE SHEETS 18-20 FOR HOLE LOCATIONS DETAIL B: MULLION MULLION ATTACHED TO 1X 8UCK8TWP TYP. ANCHOR i WOOD BUCK AND MASONRY AD O PEREE SUBBSTTRATE to tos �Y (STANDARD CLIP SHOWN) BY NOT I, SBE NOTE 1, 9HEST 1. i 04 t o b i M N 2T IBl �:'.: EDW —0 d I 1 CONCRETE OR CMU' �'t ` • - I DISTANCE, e I ..i F^---f-SEE SEE TABLES 1 EDQEDISTANCE 1&108 j§ FOR MASONRY $ 1 1 I ANCHORS m Q a SIDE VIEW Z tLi d F . a .° ° BTANDARDOR z . 4 v d. OFFSET MULL Z O EXTERIOR ° CLIP MAY BE a 4 BRSTAI I Ftt BY BOOB // ° THIO METHOD N DISTANCE ' 4 FOR 4"� I— Z Q CD MASONRY °.ANCHORS TYP. ANCHOR BR SUBSTRATE, 8EE TABLES 18.108 BUCKSTRIP T ATTACHMENT EMBEDAtENf' ' BY OTLB:AS. - SBE NOTE I, a aHwEET 1. MN 2.7 KSI CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES:4� eu Cyt . 1) ANCHOR EMBEDMENT TO BASE MATERIA. SHALL BE BEYOND WALL DRESSING OR STUCCO, 1RIumI D P uct Contro I 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL RE jESENTATION `��` y LYNNONLY. BECAUSE THE ANCHOR CORRECT QUANTITY AND LOCATION COF ANCHORS MUTT BE Et� L ITY IS DAGED"ymHR Et;70 E TABLES ON THE DISTANCE THE\` ON \CEN FOLLOWING SHEETS. FOR DETAILS A D, EftgR THE�S=ANQATt{'i OPjINT RIQPCWP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD,JlAEAVQ; FLA100M. • • • • • • • ` * N0.5870b * ': 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.Eo O E o PS j3 ; • tv 6) FOR MASONRY APPLICATIONS IN Mi I•DAD �Q UNTY, US$ ONLVIdt6M I -DADS •OUNTYAPPROVED 1���� ;FCORIOP.•' �� ` ELCO ULTRACON OR EL CO 114` S.3 AC REOATO MASONRYAWHOS! • • • • �� F C! ••• • • • • • • • • • • • • • • • • • • • A. LMroN MIP.E. • • • FL P.E.# 58706 DETAIL E: DETAIL C: I MULLION TO MULLION�(3 'I - 'szs Mw INTERSECTION NOTES: :5 MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE /-MULLION (U -CLIP) 1) MAY BE INSTALLED IN 'TEE' OR -CROSS' (STANDARD CLIP SHOWN) AINTERSECTIONS, VAI a 2) MAY BE INSTALLED HORIZONTALLY E i TYP. ANCHOR (SHOWN) OR VERTICALLY. PERSUBSTRATE, srANOARDOR SEE TABLES 18.108 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 tt Q oFFssr Muu i 1FOR CORRESPONDING MULLION. N M cl•MAYBE 1 gggg TOP VIEW a� {` INSTALLED BY 1I 1 la� e. FOR MASONRY "'-MULLION 0 THIS METHOD. I I .. < FOR MASONRY VARIES- 0 1 ANCHORS {.� � 012STEMSCREIM a' SELFAPoLLINO OR PREDRILL g MULONAMUSESMS W o� I c CO EXTERIOR da 4 s ` e MULLION Zco o' j O EDGE DISTANCE FORMASONRY ANCHORS < L,INTERSECTfON g ` .° m EXTERIOR • N Z r TYP.ANCHQR ' .d '-' PERSUBSTRATE, 4,Q ° Z p / BEE TABLES IB-tOB '�4C G PERSUTYMANSTR SEE HOLE HEETS C-20 FOR ATONS BUCKSTRIP PERSU88TRATE, HOLE LOCATIONS AND SEE TABLES 18-110B FRONT VIEW EDGE N aTTACHMENi DISTANCE g E • .4'• °•..a , SEE NOTE 1. SEETABLES SHEET 1. 18-108roGE Q 0?• l DISTANCE EnU MIN 27 KSI CONCRETE OR CMU TABLES MD12.7 KSI CONCRETE OR CMU 111-IOB SIDE VIEW g� FRONT VIEW SIDE VIEW DETAIL D: II 6 MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP' ANCHOR a PERSUBSTRATE, SEETABLES 18.108 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION R PRODUCT REVIS13D ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 8EE a1 complylBg titi11h tho Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE `� 10,20 FOR Dun as Cod�t FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. HOLE e S Ac 3) ANCHOR HEAD TYPE MAYBE PANHEAD, HEXHEAD OR FLATHEAD, ` C MULLION 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3• ® v ao1 Dado Produa \ ® ttlllllr// 6) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED EDGE ELCO ULTRACON OR ELO01/4' S.S. AGGRE OR�e�ON FOR STEEL STUDSTHMSEE x LYNN k NERTHAN ES .•• • • F igYn)�cHOQs. • • pN„ t ••t t t t 1 t FRONTVIEW 18 GA AND COMPLIANT WITH THE FL BUILDING IB -10B ` VOEw$F ••, .f1 • • • • • • • • • • • • CODE, A.2XWOOD BACKER MUST USED • • '••• •* �, ATTACHMENT BYOTHERS. No.68705 • • • • • • • • EXTERIOR USEWooDANdroRSPECS • • • • • • • • • • • • SIDE VIEW NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD O STA•1C/ • • • • • • • • • • ANCHOR VALUES MAY BE USED. i� T,� ;FLORIOP••' • • • • • • • • • 2) SEE CORRESPONDING MULLION TABLES, ''��Sjs OIVA� ���E P • • • • • • • • • • • SHEETS 6-17, FOR QUANTITY OF SCREWS. t���� I 4 • • • • • • • • • • 000 A. LYIWV FL P.E.#86# 68 R, 706- • • • • • • • • • • • •• •• • • • •• •• DETAIL F. FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A-9, SHEETS 2AND 3 FOR INSTALLATION TO SPECIFlO suBSTRATEs. SIDE VIEW SHOWN WITH 1'X4• X A20• wan.Lm INTOWOOD,STEEL• STANDARD CLIP TO BE \ ALUM, CMU OR MASONRY MODIFIED IN -FIELD, EXTERIOR O EDGE DISTANCE PERANCHOR •• ••• • • • • • •• NOTES FOR INSTALLATION OPTIONS F. • • • • • • • • • • 1) DETAIL IS NOT APPLICABLE FOR THE BAY 14.ft %1 Z X.J;r lull VA. • • • 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X8 CLIP IS NOT SUITABLE FOR THI. APPLI: TION. • • • • • • ••• • • • • • •• • • • • • • • • • • • •00 00 • • • • • • • • • • ••• • • • ••• • • (► EXTERIOR DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O O O TOP VIEW e 2•XB•X.12V ANSLB CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OP MULL 01T0 WOOD, STEE(,ALUM OR MASONRY DETAIL H.- BAY :BAY MULLION INSTALLATION (ANGLE CLIP) _30.OR4V SAY MULL 0 0 0 0 TOP VIEW SEE TABLES 12B OR 130 EXTERIOR, 2•X8• ANGLE CLIP. INSTA2PER MULLION END, MUSTBE LLED WSBTE OF BAYMULL C9 NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18-116 FOR ANCHOR QUANTITIESAND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. m FTorlda ``IS" LYNN No. 68705 _ STATE OF I4h�P.E. FL P.E.# 58705 TABLE 1A TABLE 1B Mellon Capacity Table MOM OpeningW1d81(tore•rUca*spmvliVmuMon9)orOpeningHeight(forhodz«dayapan"Ilar city) 001n 601. TO In 801. gain f0oin 120 in 140 to too In 1 x2 x.126 Reotm>OWer TmpRdmtg. ftemogWm Treplydmv. Reotan®ilar Trep7de�. Reolengtdm L0812"9 Loft -419 La"Qn9 Loamy Leed619 L""8ne 1""x"8 TtapfrAmg. ReatangWer TmWdmm. RWmfgtdm Tmffrimm RemangWm Twffbq. Reetellgnim TiepRdang. Reot®gutet 7replTAa�. L"emng Lwft Loading L0ama9 L -ft Laadi"9 Loed'nsg Loaft Laos" LomMg Losmng Alum. Tube Mullan 111 11 1 1a a ah ISI a s I - ,-� FHNd CMU PT h Motel H Ander i f 1111111111, if 1111 if ]1111111 U4^ ENOUOteaon 42In 1119 408 128.8 032 932 408 115.8 328 78.9 408 107.8 321 69.9 409 104.4 318 e2.f 408 104A 318 99.8 408 161.0 318 489 499 104.0 919 39.8 408 101.0 318 38.0 408 1D4A 3111 0f0&em 8m (tom - 481. 74.8 312 839 288 824 312 73.4 282 83.8 312 07A 248 48.8 312 -2 248 41A 312 81.3 ?A4� 37.8 312 81.0 244 31.2 312 81.0 244 28.8 $12 81.0 244 23.4 312 81.0 244 r 639 281 70.8 234 93.2 281 81A 228 49.8 281 58.7 224 399 281 82.1 222 39.9 281 66.1 220 319 281 49.3 218 266 281 49.3 219 228 281 49.3 218 2D.0 281 49.3 218 1' 1 2-12 247 57.5 207 43.8 247 499 202 37.8 247 44.8 198 329 247 41.6 198 292 247 39.4 184 28.3 247 364 183 21.9 247 38.1 183 18.8 247 38.1 193 164 247 38.1 193 0.64• R544 2D0 412 170 320 200 35.4 186 27.4 200 31.8 103 24.0 200 289 fee 21.3 260 27A 188 192 200 25.9 187 16A 200 Me - 168 104• 734^ 181 38.3 r26.6 16S 27.8 181 30.3 182 23.7 181 269 148 20.7 181 219 148 18.4 181 229 144 fee 181 21.7 1414° 1-114• 165 30A 142 24A 165 26.1 138 20B 168 23.1 136 18.0 168 21A 134 (eeenole4) 2 Amhae ®4.7W W. O.C.l 139 23,3 120 189 130 199. 118 15.9 139 17.8 118 450 N9 690 as 78 in 125 19.7 108 18.7 125 ]68 107 740 Ws 488 M Mtn 17.6 118 182 1 104 42DOs 58o O TABLE 1B NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. o ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 8 Fe 9 -1 0 i ANGLE CLIP MUST BE USED IV :ARI., • • • • FIGURE 4: FIGURE 6: oj1wn & • • • • • • • ! 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4?*BSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-91 WOOD SHALL BE PRESSURE -TREATED • • • VLLOW SOUTHERN PINE WITH AN SO OF 0.56. ALUMINUM SHALL BE 60WT6 AND BE A MINIMUM OF .126` • •TH16K STEEL STUDS TO BE A MINIMUM GRADE 33 AND .041P THICK 08 GAUGE). STRUCTURAL STEEL TO BE AT • • dA4ST.12V THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • ••• • ••• ••• ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • #1 1-YNIV >ac • N0.58706 �* i CA. t®)51F3 %S,S/0NAI �;,�• A. LY�NNNKI&K P.E. FL P.E.# 68706 Anchor Capacity Table Obs) 501 siretm 276 comate . 3.ak Cap. I HaBanGMU FHNd CMU PT Motel ArcJarClp Pe6eftts Ander 3/18' FJOo Maw U4^ ENOUOteaon 5116' END utmon Vtr Elco Ntmoon U4.ON Whom W$8 E100 6f18-Ebo 1MBSEIM AggreOelm LMMM AggreGator 0f0&em 8m (tom 9126teel 81261ee1 Sm (GB) Sonm(GM Edge Oimence (ink W 1 2.112' r 2-117 3-118' 1' 2-Im 1' 1 2-12 r 3.178' r a4S' 0.64• 0.324• Ea6edntmd (In 13x4^ I 1-W 104• 734^ r 1.114• t -L4• 1441- 1414° 1-114• 1-U4^ r 138' 1-w (eeenole4) 2 Amhae ®4.7W W. O.C.l Standmd. offal C ftl Os Wells 450 N9 690 as 1644 Its 2701 s 280 re 354 lbs 740 Ws 488 M 684 as 11821)9 328108 42DOs 58o O 4 An4hae®1.18'Min. O.G /BteMatd (m Olam)Cap .2r 480 In. 70066 WA WA WA WA 380 Das WA WA WA WA WA 652 He 810 as 1120 as 4 Anohae® W Uh GG 1r4at6 Mlle (tips I 4 780 Me 780Ihe 680 Ho 16M as 18W on 840109 e80ftia WA 760169 938 W. 680 Is 2384 Ds 652 He 840()8 Maine 2 Anohaa a my Mtrn O.G I t1421R 9do1W Atm. (Ftg. 4t WA WA WA WA WA WA WA WA WA WA WA WA WA WA 718 rot 1 Aftohor1F-Mj,(F1g.6k 19S its 116Ibs 2261Ds 445 ft SM lbs 135 The 1401bs 177 gs We ft 234 as 33288 591 Me 103108 21066 280ms 2Anatps Q1.18•MO.C./F•Ctlp tflg.87 as 240 in. 390106 WA WA WA WA 19D am WA WA WA WA WA 32898 420 Ns 1 880Os NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. o ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 8 Fe 9 -1 0 i ANGLE CLIP MUST BE USED IV :ARI., • • • • FIGURE 4: FIGURE 6: oj1wn & • • • • • • • ! 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4?*BSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-91 WOOD SHALL BE PRESSURE -TREATED • • • VLLOW SOUTHERN PINE WITH AN SO OF 0.56. ALUMINUM SHALL BE 60WT6 AND BE A MINIMUM OF .126` • •TH16K STEEL STUDS TO BE A MINIMUM GRADE 33 AND .041P THICK 08 GAUGE). STRUCTURAL STEEL TO BE AT • • dA4ST.12V THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • ••• • ••• ••• ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • #1 1-YNIV >ac • N0.58706 �* i CA. t®)51F3 %S,S/0NAI �;,�• A. LY�NNNKI&K P.E. FL P.E.# 68706 TARLE 2A ....•.... v.. ..... va.•a..,v • .aa.. ane wus,e euVVrwRt"Hl tenrvflLYU X1VVIlUR VtLLUC.�R.l 1111 �YIAIVUgtIU tiLIY. R1YVIlVR -ANCHOR CAP.- I USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1• 1 0 PrOdaM C . i� 11111( FIGURE 2: 376' Mu01on Capacity Table elft' • No. 58705 _ t'X2•X.376•MUWON • • OpeNno th(torveNcat*spanMronvAc 9)orOpeningHelght(forhorizorda*apersingmnors) �1/xN •.,jPL..... •���� ''//7 SUMMIM S,r,��O�NA�-�o`�� A. CTIVI4100dL, P.E. Wit Conmete Win win 70 in Born BON i90 In 1201n 140 In 160N - ReabmNuier TreprdaM Rodorctar Treprderq. RL'.ft-- Rap dors Rwomutnr Tmprrders Re4wwar Twffftw1a. RWb9n9uier TrepTAWQg Reotenguier TMXTdang. ReOare- Trep?rtang. ReoWtWIC TrWTAVV 1 x2x.378 LOamI� Loaft Loeding Loe0U9 Loedlr0 LoadNg - Looft Looft Looft LM LoaAng Lmmng Load" Loft I.... L -ft L -ft L -Ong Alum. Tube a11111 1314' ah a a a h a Ian a Ian a II I I 1-114• 1- 1.114• 1 11 1111 140" m rato 4) 2Arth=®4.75Min O.C./8bmdatdw et p g.fj 42N 170.01620 1700 435 151.31 662 1170.01 478 129.7 662 170.0 608 113.6 662 169.6 618 100.9 882 188.9 617 Me 662 188.9 617 767 am 188.8 617 84.9 662 18&9 617 6&7 862 IND 617 354 48 N Me 607 13&O 419 101.4 607 1 119:2 410 88.9 607 108.7 4o3 78.0 607 1028 398 67.6 607 89.6 397 1 60.8 60'7 09.0- 388 50.7 807 99.0 396 43.4 607 99.0 398 38.0 807 99.0 396 4 AnMmi ®1.15 ISUL O.C. I SMOW (or 093q Cap ft 4 W.Min 103.7 458 114.6 We 814 1 458 9&B 371 74.1 456 90.5 3B4 00.8 458 84.6 360 57.8 458 81.3 357 51.8 468 80.0 358 43.2 488 80.0 356 37.0 456 80.0 3W 324 468 80.0 350 380163 54 In 88.4 400. 93.3 336 71.2 400 WA 328 01.0 400 727 322 63.4 400 67.3 318 47.6 40D 84.0 315 427 400 623 314 35.6 400 61.8 313 305 400 61.0 313 2&7 400 61.8 313 4 Andim ED 7 NM 0.0, 1(2) W& Cops l (Fig. at 60 In 623 324 We 276 61.9 324 57.6 270 44.5 324 81.2 284 38.9 374 489 '880 34.6 324 43.9 257 31.1 324 420 255 2&0 324 406 253 13.2 324 40.6 253 106 324 40.5 253 750163 W N 6&8 284 WA 252 44.6 294 4&2 240 3&4 284 43.6 241 33.8 294 3&6 237 29.9 284 37.1 234 26.9 284 362 232 224 284 33.6 230 19.2 294 33.4 230 168 294 33.4 230 WA 60N 408 268 48.8 230 39.0 288 424 225 334 288 37.8 711 29.2 266 34.1 210 29.0 268 31.6 215 234 268 29.8 212 18.5 268 28.0 210 1&7 288 27.7 209 14.8 208 27.7 209 WA 711n 30.0 226 37.8 186 $0.0 128 '321 181 267 726 214 188 226 226 260 186 20.0 225 23.6 182 160 � 121 180 16.0 226 203 177 12.0 728 1&8 178 11.3 228 1&8 778 44S ft 78N 30.6 202 320 177 26.6 2oi 27.2 173 21.9 202 23.8 ITO 10.2 202 21.8 167 170 202 18.7 185 1&3 202 1&4 183 12.6 202 1&7 i8D 10.8 � 1&0 168 8A 202 1611 188 1831Ds 76 N 2&3 iQ 29.6 188 23.6 192 2&1 1N 20.2 182 a0 i6'L 17.7 192 1&7 159 16.7 182 1&1 . 157 14.2 192 1&8 188 11.6 192 16.2 182 10.1 192 14.4 160 &9 182 142 150 WA BON 18.5 144 19.0 128 15.4 144 WA 326 @a 1 420 ms 5001bs BBN 1&2 127 16.6 " 113 ....•.... v.. ..... va.•a..,v • .aa.. ane wus,e euVVrwRt"Hl tenrvflLYU X1VVIlUR VtLLUC.�R.l 1111 �YIAIVUgtIU tiLIY. R1YVIlVR -ANCHOR CAP.- I USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1• 1 0 PrOdaM C . i� 11111( FIGURE 2: 376' Anchor Capacity Table (lbs) • No. 58705 _ t'X2•X.376•MUWON • • �1/xN •.,jPL..... •���� ''//7 SUMMIM S,r,��O�NA�-�o`�� A. CTIVI4100dL, P.E. Wit Conmete FL P.E.# 68705 &6n Cm. I w*wChluFilled CMU PT ood metal AibGtatCAPPadeRp Anotro Types Edg(-te M7 3146 EI4oVlrmom r 2.1rr 1/4 600lAlreom r 2-1rr efla' Eko uRfa orb 3.119' 3/15Eteou3re h r 2-IrZ 1/4-F94oUIUacon r 2.172 1/4 88 Elco 6118' Elco 114• SS EIW Af0 SSee 612 Steel 012 61(01 Ag9mGetor M. Agg.Wor G=081(Gw 8wew(Gfi) e4re 1 7 3-1/8• z' awTomaer' 0.324• onb(dmeta Ent 1314'14W 1314' 1374•7 FIGURE 3: 1-84'1-w IAA 1-114• 1- 1.114• r I -W 140" m rato 4) 2Arth=®4.75Min O.C./8bmdatdw et p g.fj 390160 • 4 WOIb. 180 Me 2M as no D* 354 40 468 me 634 the 118200 3280. 420 Ba 680 4 AnMmi ®1.15 ISUL O.C. I SMOW (or 093q Cap ft 4 480 as 700 Rn WA WA WA WA 380163 WA WAWA • WA WA 662100 840@9 11201bs 4 Andim ED 7 NM 0.0, 1(2) W& Cops l (Fig. at 760100 7m lbs 680•L_ 1660 @0 1890 Re W ft We Ms WA 750163 938Ibs 860100 2384 ft 682 Ns 640Iha 1120 019 2Anohae ® 0.45 Mht O.C. / UtMA i62o llr AWn. (Flg. 4F WA WA WA WAWA WA WA WA WA WA WA WA WA WA 71B Ibs 1 Anehorl FCI1p(FIS 6F 196 a9 1W PA 225039 44S ft 822 He 1351bs 140 The 177 Ne 370 as 234 as 392mo 6910>s 1831Ds 210IDe 28Dibs 2 mom G I.W m4L O.CJ F -Cup ft at 24O U M Iba WA WA 180 WA WA WA WA WA 326 @a 1 420 ms 5001bs ....•.... v.. ..... va.•a..,v • .aa.. ane wus,e euVVrwRt"Hl tenrvflLYU X1VVIlUR VtLLUC.�R.l 1111 �YIAIVUgtIU tiLIY. R1YVIlVR -ANCHOR CAP.- I USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1• 1 0 PrOdaM C . i� 11111( FIGURE 2: 376' TABLE NOTES: • No. 58705 _ t'X2•X.376•MUWON • • �1/xN •.,jPL..... •���� ''//7 S,r,��O�NA�-�o`�� A. CTIVI4100dL, P.E. FL P.E.# 68705 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATKNJ METHODS. 2) LINEAR 04TERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGWS SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLU MUST BE USGp PAIRS. • • • • • • • • • SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 4: FIGURE & F16 RE &• • • • • • • • • COVORETE BLOCK UNIT (CMU) $HALL CONFORM TO ASTM C-90. WOOD SHALL 13E PRESSURE -TREATED • ��lll • 000 • • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .128' • • TRIEK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • TLHESMATERITHTHICK ••• • 1 • • ••• •• • • • • • • • • • • P Florida 1.000• 2.000• 1 0 PrOdaM C . i� 11111( 376' v GENSR No. 58705 _ t'X2•X.376•MUWON � � - ,-o t 6 i5 /3:: ��•• STTEO • �1/xN •.,jPL..... •���� ''//7 S,r,��O�NA�-�o`�� A. CTIVI4100dL, P.E. FL P.E.# 68705 TABLE 3A Mu01on Ce 60 Table aft Opening Width (torverHcally-sparuing mUfions) or Opening Height (tor Iurizontatlq-spatetM mUBom) Gain 80 in 70 in SON In twin 1201n 1401n 16010 12 2.76 z RwIergtdet ne) nbrm. Rectangular I hepTdarg. Reotaguler IWWTdalg. Reolengaet Trapla mM* Reotan98ter TMWTdeng. Reotanguiar TMP/Warg. Reotewulsr Tra Mag. Reotangaar Tlapudo g. Reotmgata TwIvIllaw, .376 AIt1m Loaang Loaarg LoaM9 Lowing Loafing Loaang Loadm Loafing Loner LoOng Lwdng Loafing LoaGagg, Mona Lwdng Loadng Loaarg Loadrg TUbe MWOon ANGLE CLIPMUST 6E USEWi AIR&q • • • • 81dR91retm FIGURE 6: 27a Ce ele • 4210 170.0 820 IMA 438 170.0 710 170.0 479 170.0 aw 170.0 606 170.0 992 170.0 6t0 170.0 1118 170.0 521 VGA 1240 170.0 821 148.7 1301 170.0 521 127.8 1301 170.0 521 111.8 1301 17xO 621 KogwcMU 4810 170.0 7w 170.0 624 170.0 890 170.0 am 170.0 992 170.0 ON 170.0 1f33 170.0 681 161.9 1139 170.0 871 130.6 1139 170.0 060 113.9 1139 170.0 60 972 1139 170.0 880 85.4 1139 170.0 6w PTWWd 400hin 170.0 747 170.0 663 17x0 8w 170.0 631 187.8 IOU 170.0 604 149.8 1032 170.0 723 130.8 1032 170.0 747 117.4 1032 170.0 758 97.9 1032 170.0 768 83.9 1032 170.0 760 73.4 1032 170.0 He 3716" moo U0186011 6410 170.0 787 170.0 612 181.3 w7 170.0 Bet 138.2 w7 1842 730 120.9 907 182.6 720 107.8 907 148.0 714 Sag 9W 141.1 710 80.6 807 140.0 7w 69.1 w7 140.0 709 90.6 w7 140.0 tw 1/4" Eloo Macon 9010 141.1 736 181.8 628 117.6 735 130.3 811 1002 735 116.0 IN 882 725 1082 690 78.4 736 w.6 583 Me 745 w.l 878 56.8 736 at.$ 674 60.4 738 81.8 674 44A 735 912 674 Emltetl0imlt(Nk 1.9 We 139.0 870 101.8 689 111.8 887 87.0 6w 98.9 847 782 We 9DA 839 67.7 668 83.9 531 60.9 We 79.8 828 50.8 686 762 521 43.8 666 782 621 38.1 ON 782 621 Fn.0 {j1n64.2 607 1124 812 w.3 807 gal 611 76.7 607 88.0 601 682 807 77.1 4w 682 607 71.6 - 466 63.0 607 67.6 481 44.2 607 03.4 476 37.9 607 62.7 474 33.1 607 82.7. 474 1-U4• 2 810 BQa 443 98.0 810 73.0 434 610 64.3 428 81.0 810 87.9 410 48.4 610 63.3 413 40.9 6W 6Q0 4w 34.0 610 48.8 402 282 610 10.4 399 28.6 610 44.3 398 2' .4 489 7L8 4w 87.8 468 61.7 392 49.8 458 64.1 988 43.4 488 48.0 378 382 486 10.8 373 34.7 498 412 388 282 -468 37.7 362 24.9 468 360 368 21.7 468 35.7 368 2 Ano 04.78" n. O.C./SNnlaN .2 438 07.0 301 53.13 438 66.9 373 482 435 49A 308 40.1438 44.7 360 30.7 438.8 1bs 327 43.1 2w 34.8 327' 36.4 285 299 327 3t.5 280 20.1 104 as 270 an 2801 .4 287 98.4 287 28.7 281 29.9 252 24.8 287 28.0 248 f.62 48S as I 227 24.7 206 20.2 227 20.9 201 17.33 - Ibs Ibe 680IGs 21622.7 194 182 218 10.1 191 16.98 4801bs A 184 17.8 187 WA - E 3B NOTF: n: Furl t RE urFSPY CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. OT FORMULA: =ANCHOR CAP.,a, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGO 2: TABLE NOTES: e 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: Anchor Capacity Table ([be) i • •••� i • ANGLE CLIPMUST 6E USEWi AIR&q • • • • 81dR91retm FIGURE 6: 27a Ce ele • 3.6h coo. I KogwcMU • e • FEW CMU PTWWd mew Anchor Clip PoNm i1n6 T1T 3716" moo U0186011 ifb• Elea lmlaeoe 6I1B Etco ulrwm 3118' Eceo UOraeon 1/4" Eloo Macon U4' EW 8110' Elco U4" 88 Elco 910 8WO 912 staw 912 steel Awre0alor Ulamon Awre0stol Smew(G5) Smew(05) amelr(86) Edge Oietame (N) r r 2-112' 3 -VB' r 2-121 T 2 -IW 2' 3-118' 2' 0.44' a5C 0.324• Emltetl0imlt(Nk 1314' 14^ 147 2 1-1f4' 1-1W 1-U4• 1-1f4" 1.114" 1-114' 2' 1318" I -W (eeetat04) 2 Ano 04.78" n. O.C./SNnlaN or Oa�et CSp (Fig. t) 1bs 88016e 104 as 270 an 2801 Tbs 48S as I 1182 ft - Ibs Ibe 680IGs 4 Amore 01.16' IdIn. O.G / SWXMtd (orC0s04CUP ". 2) 4801bs A WA WA WA am Its WA WA WA WA WA 652 Ws 040 wo 1120160 4 Anohae ®3" tAn. O.G ! RI2ce Angle Caps f IFTi 3k 780 Me MftOW M 16M fbs 18960s 540 Ws 5Gcas WA 760 ms 838 The OWU 2384160 8521b0 840 We 1120 2Anw0 Q4S Nth O.C. 7 U -MA Va"Aft-(Fla. 4) WA A WA WA WA WA WA WA WA WA WA WA WA 7/8F42ip(FTg.Or 1w IDs Its 4461ha 872ao 1350te T4 Ma 177 fie 37olbs 2341ee 332100 5911ts 163 Ne 2101602wWs2 Anchms 01.101 Mm O.ci RCS 2, ek 240 r- A WA 190 ft WA WA WA I WA WA I MW 420 We 550M NOTF: n: Furl t RE urFSPY CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. OT FORMULA: =ANCHOR CAP.,a, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGO 2: TABLE NOTES: e 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 0 i • •••� i • ANGLE CLIPMUST 6E USEWi AIR&q • • • • FIGURE 4: FIGURE 6: FIGURE 8 • • e • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANPIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 10-20. • • • CES TO BE DR6.LED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. • • CES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WRH AN SO OF 0.66. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.12F • THif•YC STEEL STUDS TO BE AM GRADE 33 AND .046• THK:K (18 OAUGEI STRUCTURAL STEEL TO BE AT • • L y1W THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • TWE MATERIAL ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Jul MAI ♦�I74III11 f1/// i ♦Q��'��N�jceNaF'�l�F�p ���% N0.68705 `tui %� ••' SAT OF ��'`/r S�O�N, Al � �♦��♦• A. LYNN MIER, P.E. FL P.E.# 88706 TABLE 4A FABLE 4B • • o • • • AnchorCapac Mullion Capacity Table elft° Opening Width(fdrvsr9ca4,Spsnnl. mWllons)orOpening Hetght((ortlorbor2ailY•spardrumWinns) BOin 60 in 70 in 60 in 0010 100111 1" In 140 in faille 1 X2.78% It0Imsuhr m"I"Illang' nealeugLinr I TIak7Tdmi9. Red-wler In0lidlm9, neelenoular Tie}11 &M. .Reclawer Trep/Tdaw nenlengnler T'Wftn9 14eoten9 m nepTtan9. Rectsmuta Thgird8n9. Rectenpdar T7eWTden9• .680 Atum. I-** Laedrg Loadl•ye LoalNjy$j}9• L -ft L -l" 1-02"19 Loft Loadln8 Load,"rt�$B• L-09 LaadnO@ I LOadng loadag Loadn9 Mumon fp 2-7/7 r 2-Vr1 �gg•I-,%" �'$g•Lnelan8 �g}L-dn9. 1'2.112 3418' T 0.48` aw 0.3w 42 in 170.0 820 170.0 435 170.0 744 170.0 478 1700 686 170.0 608 170.0 892 170.0 619 170.0 1116 170.0 821 170.0 1240 170.0 521 170.0 1468 170.0 521 1168.7 1820 170.0 021 138.8 1620 17a0 621 1-114' 48111 170.0 708 1700 524 170.0 850 170.0 884 170.0 992 170.0 830 170.0 1133 1700 881 170.0 12M 170.0 677 170.0 1417 170.0 880 141.7 1417 170.0 680 1121.5 1417 170.0 080 108.3 1417 170.8 a66 39D ae 80.028In 170.01 747 170.0 883 170.01 898 170.0 631 170.0 1048 I 170.0 684 170.0 1196 I 1700 723 182.8. 1286 170.0 747 148.3 12M 1700 758 121.9 1288 1170.0 788 104.5 1288 1170.01 758 1 91.4 1268 1170.01 766 488@e 64 In 170.01 797 170.0 812 170.01 958 170.0 881 170.0 1118 170.0 754 160.7 1`1301 170.0' 803 1339 1130 170.0 637 120.6 1130 170.0 858 100.5 1130 170.0 681 68.1 1130 170.0 881 78.3 1130 1170.01 601 WAWA 60 In 170.0 1 868 170.0 701 148.6 816 182.3 781 125.8 918 1144.5 748 109.9 916 132.3 736 97.8 9t8 123.9 728 87.8 918 118.8 720 732 816 114.4 718 02.8 910 114.4 716 54.9 018 1114.41 718 652MB4Aneime 89111 "'"I 830 1619 710 128.6 830 138.9 894 108.8 030 1232 eel 04.9 830 112.2 870 84.4 830 104.8 882 75.8 830 44.4 858893 030 04.5 849 64.2 830 94.1 848 47.4 830 04.1 649 i 681n 13111 767 140.0 860 110.0 757 119.8 We 94. 787 1089 824 8A8 787 9a1 814 7a! 757 80.1 We 800 767 812 800 860 787 79.0 683 47.2 787 782 681 41.3 767 702 681 2Anohae ®0.47 Mtn O.C. / IYCOpOdo 18' Alam. (FIs4k 72 In 101.7 638 1089 552 84.8 NO 91:0 810 72,7 838 80.1 630 83.8 638 722 521 511.8 038 809 814 80.0 638 82.3 808 42.4 838 57.2 BOD 38.3 039 55.3 497 91.8 - 839 552 407 WA 781n 889 671 00.4 498 72.1 871 708 488 71 87.4 479 84.1 571 809 471 460 871 16509 10509 228166 44599Mike 140 177as6910r012AnChm@l.15*WmQa/F•COP(ft6k 559 484 43.2 871 61.8 458 38.0 671 47.0 451 30.8 571 44,8- 447 27.0 671 44A 448 78111 80.0 642 88.1 474 867 842 708 466 67.1 50 021 468 60,0 542 567 449 444 542 61.0 442 40.0 642 47.6 437 33.3 642 42.0 09 2D.8 842 40.8 • 425 26.0 542 40.1 423 901n 02.7 407 53.7 381 43.4 407 48.4 355 372 407 30.8 US �5 407 38.3 $43 260 407 32.1 338 20.0 407 20.8 334 21.7 407 28.1 327 169 401 24.1 322 10.3 407 23.0 319 9801 429 358 44.1 320 35.8. 358 372 314 367 360 V.4 308 28.8 358 20.8 304 239 368 261 3D0 21.8 360 24.0 288 17.0 368 21A 289 10.3 368 '102 284 108 to 30.1 283 30.8 258 28.1 283 28.9 281 21.8 283 22.8 247 18.8 283 10.9 244 167 283 18.0 240 161 283 16.6 237 Ili In 27.0 287 28.3 242 23.1 287 238 238 199 287 20.8 236 17.3 287 18.3 231 18.4 287 18.8 228 1201n 220 228 22.3 20B 10.3 229 18.8 206 18.7 226 182 202 FABLE 4B NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 110 1111 1 • • • 1111 • • FIGURE 3: • • o • • • AnchorCapac Table(Ibe) Bubshele:2.7k Mawds ANGLE CLIP MUST BE USED IIlHURS.• • • • • • FIGURE 4: CM FIGURE e. Piped U PT ood Metal AIIG107 cop Peaems AnNta Type: 3/76"Eloouamoon yrElcotrareaon 3f16'Etoo tmmoon 1!4°E'ltl0mom���Ow 11C 98 Eton &18' Elco t/4' S9 Elco 610steel W26teei 612steel Ult-an Ag9reSala Saew(O0J Bc1e,Y(t4g) eaew(t15) Edda Wsteme Onk r 2-7/7 r 2-Vr1 2• 1'2.112 3418' T 0.48` aw 0.3w Embadma0 Mk 1314' 1374' 1377 1314'1-110' 1-114' 1-114' 1-114' 1-114° 1-114' T 7318°2An*m 4a Vr Min O.C. / Stmldmd a Odea Clip M tk 39016s 39D ae Wr-m 69009Im ENAMA 280 354ms 743 roe 488@e 884169 1102 hs 323x94 Axho- Q 1.16- Min O.Q /SWdwd (aO8se) COP (t• n '80% 700M WA WAWA 380 ps WA WA WA WA WA 652MB4Aneime 103'IAn O.C./(2)WAn91e C401ft 3k 7600s7803s men 155009Wife Notes WA 76009 936 a9 660199 236439 852hs 1120ft 2Anohae ®0.47 Mtn O.C. / IYCOpOdo 18' Alam. (FIs4k WA WA WA WAWA WA WA WA WA WA WAWA1AWMIFFCUPOO.5k 16509 10509 228166 44599Mike 140 177as6910r012AnChm@l.15*WmQa/F•COP(ft6k 2400s 3oas WA WAWA 180144 WA WA WA WA WA 32009 420 as 8800s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 110 1111 1 • • • 1111 • • FIGURE 3: • • o • • • ANGLE CLIP MUST BE USED IIlHURS.• • • • • • FIGURE 4: FIGURE 6: FIGURE e. C)ICIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. R UHUK t:AYAVI I T AIJAWIFInENT FURMULA7 (DP-) X ( ANCHOR CAP' ,,o,,, % -ANCHOR CAP.,,m MULLION CAP.,, -,,,,,I USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS, ALLOWABLE. 413) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. • •HOPES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. • IGUR eS SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • •4) A 1:17RATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG.OF 0.88. ALUMINUM SHALL BE 6063.78 AND BE A MINIMUM OF.12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE}. STRUCTURAL STEEL To BE AT L EAftA�ST A *T,HICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • gY wial the Plorlde 41m1 4 Product ConIm {7{111111/ L .. ll�i �'i�'.•'.,CENSF • .F•p �� * ' No.66706 •'. fit' r T TE P f'X2.76'X.866'MULUON ��,� 8•..: \��(/` "16;9/ONAI. E1 "' A. LYI�N/01110, P.E FL P.E.# 65705 TABLE 6A FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • • • LE8 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. • • FIG VES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) $HALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM $HALL BE 6083-T6 AND BE A MINIMUM OF .126' •THICK. OTEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK(18 GAUGE} STRUCTURAL STEEL TO BE AT • LEASF .175 THICK AND A38, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND . *E MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) XANCHOR CAP. , =ANCHOR CAP.- MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 3: • • 006 • • • Anchor Capacity Table Ps) Mullion Capacity Table baht • Fo- • OPenin9 WItlIII Obt.sNc9*SPartnirg nal cm) or OpimInq Height (for hmizorta*splvWr(a m morls) 2.78 Cormete 60 In gala 701n so In So in twin 120In 140 In 160 In PTw ReWertgulm Trawrdmg. ReotattgularTragi-194" Rectmguiar TmMang. Reetawh Tr8p7Tdmtg. Realansrlm Trepdnteng. Reetmguler TrepRdenp. Reotanguim TraP7Mmtg. Reoten9uim Trnyniang.. ftemgdar TtePln(mtg. 1" x 3.1 x Load • Load" Lwdng Loartlne Loafing Loadng Load g Lowing Loadng Leadng Laadng Loading LoadW Loadng LoaMg t oadrtg Leerft• Loafing AW Alum Tube Mug r 3-Ilr r 0.48' 0.64' 0.324' embedncee7Qnj 1+Y4• -M 1. 374" Tgr t-a7r r 1-14' i -v4" 1-114•1414" 1114" 1-11r r 1.18' f -w (eeenote ®4.78' O. rai P 9 k ftS90Ibs 4509q 890Ib, 184400 2TOIba 280 Ns 740 gre 48816s 684 ft 1182 am 328 Pie 420Ms 42 in 1700 SM t70.0 435 170.0 744 170.0 478 170.0 888 170.0 608 170.0 892 170.0 618 170.0 1118 170.0 621 170.0 1240 170,0 521 770.0 14M 170.0 621 170.0 1735 170.0 521 iSL4 1802 170.0 521 WA 481n 170.0 708 IMO 624 1700 850 170.0 694 170.0 892 1700 630 170.0 1133 170.0 get 170.0 1276 170.0 077 170.0 1417 170.0 NO 167.7 1677 1700 BW ISM t577 170.0 880 1102 1677 .1700 880 eT0a• 50.026In 170.0 747 170.0 M 170.0 888 1700 031 170.0 1046 170.0 884 170.0 tt96 170.8 723 770.0 1346 170.0 747 t70.0 1494 1700 758 141.7 1495 170.0 758 121.8 1496 170.0 758 IMS 1495 170.0 766 052 We 541n 170.0 787 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 764 170. 1276 170.0 683 188.1 1401 170.0 S37 149.6 1401 170.0 868 124-0 14M 170.0 881 100.8 1401 170.0 88t 93.4 .1401 170.0 881 WA 601n ilOA 885 f70.0 701 170.0 1053 170.0 797 188.8 1168 1700 878 1307 1156 107.0 828 123.3 flag 158.6 917 171.0 1188 149.7 010 92.8 It178 144.6 803 78.3 1188 144.6 003 88.4 1156 144. 803 2706 031n 170.0 9W 170.0 745 169.8 1048 1700 850 137.0 1049 165.6 860 1194 1049 141.7 848 IOU 1049 132.0 836 95.8 1049 128.6 828 799 1049 110.3 SM 08. 1049 118.9 819 599 1049 110.9 819 p 681n 1808 OSS 170. 789 USA 955 161.3 804 119.1 9s 1317 788 1042 955 121A 775 92A 955 11&8 785 83.4 055 1084 787 69.5 ass 08.8 749 59.6 855 98.7 748 62.1 955 98.7 748" I WA IWAI 72 In 12a6 S03 134.9 697 107.0 BM 1149 662 91.8 803 101.1 670 50.3 803 912 669 714 693 839 049 04.2 803 78.8 642 S" 803 722 632 459 803 618 828 40.1 am 69.7 627 76 In 1092 721 114.7 829 91.0 721 97.0 616 78.0 721 65,1 805 68.3 721 78.6 596 00.7 721 70.1 688 64A 721 05.4 678 45,6 721 69.4 589 39.0 721 600 684 34.1 721 601 683 78 In 101.0 644 106.4 588 84.2 684 80.4 587 72.2 684 78.4 576 '63.f 684 704 887 50.1 084 81.4 656 50.6 884 599 681 42.1 884 64.1 541 $8.1 884 61.3 530 31.6 881 80.8 S34 00 In 85.8 614 079 488 $4.6 514 57.3 .448 47.0 514 60.0 440 41.1 614 44-0 433 30.8 614 40.6 427 329 614 37.3 421 27.4 Sid 33.0 412 23.5 $14 304 408 20.6 674 28.0 403 OB In $42 462 85.7 404 482 402 47.0 3a0 SS,7 452 40.9 300 33.9 452 38.4 384 30.1 452 329 378 27.1 452 303 373 22.6 452 20A 306 19.4 452 358 16.9 462 22-0 355 106 In 38.1 367 $5.9 322 51.7 387 32.7 317 272 357 28.4 312 23.8 357 252 308 21.1 357 22.7 303 19. $67 2" 299 lag 387 100 �24 203 13-0 357 267 11.8 357 15. 203 III In 35.1 338 35.8 308 29.2 338 30.1 301 26.0 338 28.1 296 21.9 338 23.1 292 19. 338 20.8 208 17.5 338 19. 284 14.8 336 18.6 278 12.5 338 273 17.0 338 13,0 288 1201n 27.7 288 282 28;1 23.1 289 23.7 ffi9 18.8 289 20.S 258 17.9 101 262 104 2W 18.3 249 13.8 289 149 248 11.8 289 129 240 9.9 288 11.4 238 07 269 10.4 Z32 FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • • • LE8 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. • • FIG VES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) $HALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM $HALL BE 6083-T6 AND BE A MINIMUM OF .126' •THICK. OTEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK(18 GAUGE} STRUCTURAL STEEL TO BE AT • LEASF .175 THICK AND A38, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND . *E MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) XANCHOR CAP. , =ANCHOR CAP.- MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 3: • • 006 • • • Anchor Capacity Table Ps) • Fo- • substalm 2.78 Cormete 3A8 Cons I Hollow 12411 CI.� MUST BE USEDAIRS. paled CBtU PTw FIGURE 6: mew ArdvrCUP Pallema ArroharTgpm 3715ElooUireoon 14 EtooU.eeen Br15 Etoo Lannwn 3115E1ool4trewn 14"geoO-eoar thr 88 Elan 8715 eteo yr as Elco HO Steel 012 steel M2 sted Ag•esalor t1w, Ag¢a0afcr aerew(05) Smen(Os) 8-tw) Edge Dolerlos ft i' 24W 1' 2.12' 3.18• 1• 2 -lir 1• 2 -IM r 3-Ilr r 0.48' 0.64' 0.324' embedncee7Qnj 1+Y4• -M 1. 374" Tgr t-a7r r 1-14' i -v4" 1-114•1414" 1114" 1-11r r 1.18' f -w (eeenote ®4.78' O. rai P 9 k ftS90Ibs 4509q 890Ib, 184400 2TOIba 280 Ns 740 gre 48816s 684 ft 1182 am 328 Pie 420Ms Ib, 4 Anchae @ 1.16• Nm O.C.1 Standen! mp ft 480ft 700 Ws WA WA WA NIA 380 lbs WA WA WA WA WA 852 Ore 810 0m 1120 0e 4 Anchm(9 3• I4bl O.C. I M 8r8Angle Caps 7F193p Man; Mm, eT0a• 156om, 18880* 171oroe 880@, N/A 769 ns =Re 880lbs 23940q 052 We 80 els 1129 ms SArwham @0.46' IAti O.C,1 UCBp, o Atom, 0 iF. WA WA WA WA NIA WA WA WA WA WA WA WA WA WA 1074 0n t Anodm7 F -MP fflg.4 185 ma 105 Ro 2706 4460, 1 572116 13600 1401.8 1 1770. MMS 1 234 R* 332 Wa 69100 163M 2fO ros 2BO ibs 2 Artohge@1.15Idru Q0.1 F4'2>P (Rg. B): 2409 3600m N/A WA 141.0 WA 19009 1 WA WA I WA IWAI WA 1 3200,s I420 Ore B800q FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • • • LE8 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. • • FIG VES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) $HALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM $HALL BE 6083-T6 AND BE A MINIMUM OF .126' •THICK. OTEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK(18 GAUGE} STRUCTURAL STEEL TO BE AT • LEASF .175 THICK AND A38, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND . *E MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) XANCHOR CAP. , =ANCHOR CAP.- MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 3: • • 006 • • • • Fo- • F-IANGLE CI.� MUST BE USEDAIRS. FIGURE 4: FIGURE 6: FIGURE 8: ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Florida IYNN mat : �yCENSg •. F.p i No. 58706 *'l 0�T---' S` A. MN IVIIL8lllk, P.E. FL P.E.N 68705 TABLE 6A TABLE 6B Mullion Capacity Table (Lbaal2) Anchor Capacity Table Obs) Opening Width (for vorticagy-sparvina nvAon9) or Opening Height (forhmizonlalWspamllrg mu4lons) 5018 80N 70N 00N 00N 1001n 120N No In 160N Ancher 8/18' Eteo 114.8s 8e0 1516 ft" If"S Eloe 9"081401 072 Siad 8126111 Tl'� 3/18' Deo vireem tla• Eleo I46acon Uamcm 318' Fla- lArazm 114' Eleo ubacm AggsC7eter utaxon Aggw631ar Smw(GS) Smm(OS) Serww(n6) RmWn9War U4Rdm0. ftcunsutar Twor"n9• Remmtgaim TtWT"W fk'ctettgtim Tmome", Renlen9Wm v*10 5m9• Redengotm TwIlImang. ReotmtgWm - TmfTdeng. Raetm Wm Trep?darm. Reotangutar TreFRdmg. 1x411.128 foadfng Loaf Loafing ft I Loa44g Loaft Loafing Lftft I-&&" Loafing Loafing 1.oaft Loaft Leadrg Wft Waft Loadn9 Loadrte I..Tub" a 0.66' 0.324' Embedment (N) t -T4• 1.974• 1314• 1574' 2' 1.14• 1-14' 1-ik' 1-14• 421n 170.0 610 170.0 435 170.01 744 170.0 470 170.0 898 1700 608 170.0 992 170.0 519 170.01 1118 170.0 821 170.0 1240 170.0I 821 170.0 1468 170.0 021 146.8 1488 170.0 621 121.6 1469 170.0 621 2 AnChM lffi 4.76" NA 0.IMmWmdCUP (1i2.1oT2): 48 In 170.0 7011 170.0 614 1170.01 960. 170.0 664 170.0 992 170.0 030 1700 1133 1 170.0 601 170.0 1276 170.0 077 1689 1303 170.0 M 130.3 1303 170.0 880 111.7 1903 170.0 sm 97.7 1303 170.0 690 740 Its W.WIn 170.0 1 747 170.0 693 170.01 699 170.0 631 170.0 1048 170.0 684 170.0 1190 170.0 713 110.1 1236 170.0 747 140.5 1236 170.0 766 117.1 1230 170.0 750 100.4 1236 170.0 750 67.8 1 1225 1 170.0 708 699Ins 44 N 170.01 797 170:0 612 170.0 966 170.0 691 170.0 1110 170.0 764 106.4 1188 170.0 803 137.2 108 170.0 837 123.6 1186 170.0 860 102.8 116811-10.0 801 681 1168 170.0 881 77.2 1188 1 170.0 891 WA 00 in 170.6 868 170.0 An IN.? 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 140.7 816 1112 1042 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 761 710 1042 125.1 782 820 1942 128.1 782 ON Its 631n 170.0 gag 170.0 746 161.2 092 183.6 810 129.8 992 144.4 789 113.4 092 134.0 702 100.S 992 121.4 768 90.7 892 114.8 766 76.0 802 108.4 745 84.8 992 108.0 744 68.7 992 f08.0 744 WA SON 1844 947 1700 789 1137.8 947 146.0 768 114i 947 130.3 788 103.4 947 117.7 762 91.9 947 10x7 738 82.7 947 102.2 727 98.9 947 06.1 713 69.1 947 94.0 711 61.7 047 04.0 711 SW W3 72 N 135.0 849 1423 737 1132 849 121.8 722 97.0 849 1049 708 840 849 044 699 75.6 849 88.7 886 87.9 649 92.7 076 660 80 70.3 609 480' 848 720 052 420 849 72.4 681 2304 WS 70 in .116.8 762 1247 6S5 96.3 762 1028 652 928 702 90.0 640 722 792 809 829 842 9� 742 820 07.8 762 892 813 441 782 62.8 602 419 782 59.8 687 38.1 782 59.4 899 81cits 78 N 1080 724 111.4 634 840 724 .3 724 82.9 809 948 R4 74.4 699 59.4 724 88.1 591 63.4 724 53.4 983 440 724 57.3 573 302 724 84.6 897 93.4 724 63.0 895 we Its 90N 890 US 71.8 OS 040 543 3 543 520 498 430 50 47.1 459348 543 420 452 34.8 843 399 448 290 643 349 438 248 943 32.1 430 21.7 843 30.7 428 � WA 08 N 57.3 478 68.9 427 47.8 478 .8 476 432 412 35.8 478 36.6 408 310 478 349 400 28.7 475 320 395 239 478 241 386 20.5 478 200 360 17.0 476 242 378Win 3601D9 350 ras W474 40.3 377 41.1 941 33.6 377 5 377 30.0 330 25.2 377 280 328 22.4 377 24.0 321 20.1 377 220 317 18.8. 377 190 310111N WA 316W8 0 W 440Ws 37.1 357 370 323 259 357 .6 357 279 313 232 367 24.4 309 249 387 2Z0 305 189 357 20.1 301 15A 357 VA 204 480169 700 Ws WA 120In 20.3 308 29.8 270 24.5 306 .0 306 21.7 270 143 306 19.2 257 19.3 306 17.3 261 3BO Ws WA WA WA WA WA 144 N17.0 212 172 199 11201bs TABLE 6B NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE T. FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: • • • • • • • • • • • • -ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE IANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTIOR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES FIGURE 6: FIGURE 8: FIGURE 7, TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW • • • • SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED sCONCRETE BLOCK UNIT (CMU) • • • • �• • • • •BOUTHERN PINE WITH AN O OF 066 ALUMINUM SHALLE 6083 -TU AND BE SHALL CONFORM TO ASTM C-90. WOOD MINIMUM BE �OOFF.126' THICK. STEEL N ANGLE CLIP (FIGURES 684) MUST BE USED PARS. • • • • • • • • •STUDS TO BEA MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK • • • • • • • •• • --•AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.• • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Florida µ11l IURt LYNIV 4# A; •'N$E• %& ' No. 58705 f N-5 hST •.•-.AZORIO'. •��\�: ,S/aNA1- A. LYrIA"M UER, P.E. FL P.E.# 68705 Anchor Capacity Table Obs) Andw Clip Pattents SObsWe: 2.7k omcmie I 36k Fmc.T Hollow CMU Filled CMN PT Word Metal Ancher 8/18' Eteo 114.8s 8e0 1516 ft" If"S Eloe 9"081401 072 Siad 8126111 Tl'� 3/18' Deo vireem tla• Eleo I46acon Uamcm 318' Fla- lArazm 114' Eleo ubacm AggsC7eter utaxon Aggw631ar Smw(GS) Smm(OS) Serww(n6) Edge vstmee IN) 1• 2.112' 1• 2-t@' 3-716 P 2-10 P 2.717 2• 3-16 2- 0.49• 0.66' 0.324' Embedment (N) t -T4• 1.974• 1314• 1574' 2' 1.14• 1-14' 1-ik' 1-14• 1-14• 141C 2' 1.3'6 1-6 (see ate 4) 2 AnChM lffi 4.76" NA 0.IMmWmdCUP (1i2.1oT2): MMS 390 We 4601115 agews 1844 515 270015 2sDws 364 WS 740 Its 468919 684015 1162 Its 3281&0 "WS 699Ins 4AW&M @ 2.26' ML O.C.18tmdmd C9P (Fig. 3) 700 Its 700 Ins 5W IDS 1410 Its 962Its WA 60 rm WA 630108 WA 880 @9 WA 962 W 840 Wa _ 1120515 8 Am ma 4g 7.15' MbL O.C. t SWAud Clip ft. # ON Its 14M Ibs WA WA WA WA m@s WA NIA WA WA WA ON Uts 1860015 22401 4 Atmhote ®3' W.O.C.11 (2) 2c6Angle CUPS (Fig. s 780 Ws 780M SW W3 1780 04 3288 615 640 ras 56009 708Ws 1480 Its =ft 1328 WS 2304 WS 652 are 840@8 1120IDs a And= CR3' Man. O.C. 11 (2) 2k6Angs 12fpft. eg motto timun imics 2340 rs 2644 We 81cits wros WA 1140 rig t4041bs 1320We 3500 Its 078 on 1260WS we Its 4 Andm 0 IL45 WA 0.0.1 UCII , Wo 718' Alum. (Fig. ?g WA WA WA WA WA WA WA � WA WA WA WA WA WA WA 1432 Ws 2AWWOUVMN.O.C./F41P (Fi&Bj 3601D9 350 ras 290 Ws 705Ds 478 We WA 225160 WA 316W8 0 W 440Ws 0IDS 32666 42a Its 560 Ws 4 Any m Q l.I V MIrL 0.0.11 -COP (F 1t. 480169 700 Ws WA WA WA WA 3BO Ws WA WA WA WA WA 852Ws 840 Ws 11201bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE T. FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: • • • • • • • • • • • • -ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE IANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTIOR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES FIGURE 6: FIGURE 8: FIGURE 7, TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW • • • • SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED sCONCRETE BLOCK UNIT (CMU) • • • • �• • • • •BOUTHERN PINE WITH AN O OF 066 ALUMINUM SHALLE 6083 -TU AND BE SHALL CONFORM TO ASTM C-90. WOOD MINIMUM BE �OOFF.126' THICK. STEEL N ANGLE CLIP (FIGURES 684) MUST BE USED PARS. • • • • • • • • •STUDS TO BEA MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK • • • • • • • •• • --•AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.• • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Florida µ11l IURt LYNIV 4# A; •'N$E• %& ' No. 58705 f N-5 hST •.•-.AZORIO'. •��\�: ,S/aNA1- A. LYrIA"M UER, P.E. FL P.E.# 68705 TABLE 7A MuMonCapacity Table sr8 Opening Width (for vetka*spamilg muMcm) orOpening Height (for hodwnte*spatvdfg mulo1•) BON BON 70In I8010 I81710 1 10010 12010 14010 In 1X4%.378 R tar I Treprileno. Reotww rep✓IHalm. Re4NnWu TrepTdw* ReotarOu ltapr&no Redw War I Trep UmV. Rmtmgufer TI T&M. Re0Nn8uler Traprrdeng. ftotwoter TrapfnNng. Renten8ui� Treprrdmg. ABtm.Tub e tang Loaang Loeang Uaft Loaft Lowing Loaang Loaft Loaft Loaft Loading L4adng M'mg Lwft Loaft luadfng Loading Waft • FIGURE FIGURE 5: ZubstWo.j -ORM TO ASTM C-90. WOOD LOWIN SG SHALL NL�CO ZS= CONr : • • • • BE ra D0NANALUM 0i OWS-T6 AND BEA MINIMUM OF148EEL STUDS TO F MRADE AD • • • • TOUCK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126- THICK AND A36. ALL ANCHORS • • • • •:NO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 27X Calaete • • 13.6k cam 4210 170.0 eao 170.0 0.38 170.0 744 170.0 478 170.0 888 170.0 808 170.0 992 170.0 619 170.0 1116 170.0 021 170.0 1240 170.0 821 17x0 1488 170.0 021 170.0 1738 170.0 621 170.0 1883 170.0 621 I FOed CMU 481. 170.0 708 170.0 624 170.0 880 170.0 880 170.0 982 170.0 630 17ao 1133 170.0 66I 170.0 1278 170.0 877 170.0 1417 170.0 666 170.0 1700 170.0 866 170.0 1963 170.0 880 181.8 =4 170.0 880 Amber �: W.WIn 170.0 747 170.0 Bei 170.0 Egg 17x0 631 170.0 1048 170.0 884 170.0 1196 170.0 723 170.0 1346 170.0 747. 170.0 1484 170.0 766 170.0 1783 170.0 786 188.0 1919 174.0 788 138.8 1819 170.0 760 5111! EWUbamn 8410 17x0 797 170.0 812 170.0 888 170.0 881 170.0 1118 170.0 764 170.0 12M t70.0 803 170.0 1434 170.0 837 170.0 1894 170.0 888 189.9 1789 170.0 881 137.1 1789 170.0 881 120.0 1789 170.0 Wt stet Edge Qtoe MX 800 170.0 888 ' 170.0. 701 1704 083 t70A 787 170.0 .1240 170.0 876 170.0 1417 170.0 044 170.0 1884 170.0 888 188.8 1819 170.0 1033 128.8 1819 170.0 1063 If1A 1819 170.0 1083 97.2 1819 170.0 1063 2-tYL' 66In 110.0 830 I= 746 170.0 1116 .0 880 170A 130E 170A 840 170.0 14W 170.0 1016 188.7 1642 IMA 1078 141.0 1842 170.0 1122 117.8 1842 166.0 1168 100.7 1042 187.8 1187 88.1 1642 167.9 1187 1' 8610 17x0 974 170.0 788 170. 66 170.0 803 170.0 1364 170.0 1002 .1%$ 1472 170,0 1088 1428 1472 166.0 1148 128.8 1472 188.8 1130 107.1 1472 147.8 1408 81.8 1472 140.9 1104 80.3 1472 146.0 1104 2` 1320 117.0 1024 7210 170.0 108,1 170.0 878 170.0 1278 170.0 1008 180.8 1370 1882 1101 1320 1520 148.0 1082 1174 1320 137.8 1086 108.0 1320 128.6 1048[45.0 78.4 1320 1128 1013 8&0 1320 112.6 1012 7810 170.0 1122 17x0 837 149. .1184 IOU 1013 1282 1164 139.8 M 1,112 1184 1207 978 89.7 11&1 116.3 864 e8A 1184 107.0 862 1104 W.6 836 84.t 1184 83.1 827 8&1 1184 82.3 M 13/0.• 7810 166.1 1124 170.0 987 138.4 1124 147.0 966 118.0 1124 12&8 847 103.8 1124 116.9 931 823 1124 108.8 gig 83.0 1124 98.6 WS 1124 89.0 890 692 1124 84.3 681 61.8 1124 832 878 t -Ile go In 10&1 814 111.8 780 90.1 804 94.3 736 77.2 844 821 724 87A 844 73.3 712 Bat 844 89.6 702 84.0 844 81.4 883 844 842 878 38.6 644 66.0 888 33.8 844 47.7 66289.1 1-114•7 742 91.5 66S 74.2 742 712 862 83.8 742 672 641 66.7 742 59.8 631 49A 742 64.1 822 44.6 742 49.9 814 742 43.6 866 31.8 742 39.6 890 27.8 .742 37.8 584 (pa note 4) 81.8 888 03.9 630 621 866 83.8 52t 44.7 566 46.8 013 38.1 BBB 41A 800 34.8 888 37.3 498 31.3 888 302 092 BMW 29A 481 223 686 28.8 472 11.8 Egg 24.7 468$7.8 3660s 888 66.8 683 48.0 685 4&5 498 41.2 888 42A 48l 38.0 668 3&0 480 320 886 34.2 473 28.8 838 31.3 487 605 27.1 487 28.6 866 24.3 448 '1&0 885 224 442478 2700s 48A 433 3&0 475 38A 428 328 478 33.7 470 28A 476 29.0 414 28.3 476 28.8 409 2E.8 478 24A 404 478 21.1 393 18.3 476 18.7 987 I.478 19.2 381 40Iba 14410 28.4 330 28.7 366 220 330 224 301 1&8 330 18.3 287 t8.5 330 17.0 28:4 1166@8 - TABLE 7E a ANCHOR CAP.,,® USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORMPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: IGURE 3: FIGURE 4: AnahorCapsolty Table pits) 8: FIGURE 8: TABLE NOTES: • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABES AND SHEET 2ZFOR INFORMATION • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. HEET$18.20. HOES TD O BE DRILLED IN THE FIE FOLLOWING DIMENSE. FOR IONAL DIMENSIONS. SEE • • • • • • • • ) MULLION AND MULLION LO SRESTRICTIONS 7: SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL TO ACI 301 SPECIFICATION& HOLLOW AND • • • • • • • • • • • • • • • • �• • • • • • • • • • • • FIGURE 8: • • • FIGURE FIGURE 5: ZubstWo.j -ORM TO ASTM C-90. WOOD LOWIN SG SHALL NL�CO ZS= CONr : • • • • BE ra D0NANALUM 0i OWS-T6 AND BEA MINIMUM OF148EEL STUDS TO F MRADE AD • • • • TOUCK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126- THICK AND A36. ALL ANCHORS • • • • •:NO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 27X Calaete • • 13.6k cam RoSovcmu I FOed CMU PTWood Maim Andw CUP Pa86ms Amber �: 9118• Elco Uimeon fir 690 "intoe N16•E0o utrom 5111! EWUbamn u0..Ow 100eoen 1ra'88Eko 8n8•f]ao 1l4.88Eioo 5f0Stem 810. Steel 9I2StsW AgWe0etor Maw AWGsta 80tst7(SB) sorsa (M Sere77(ts5) stet Edge Qtoe MX t• 2-112' 1• 2-tYL' 3.116' P 244 - 1' 2-17 r 344 2` 0.48• 0.64' o.32r Mabednstd(10X 131! I31r 13/0.• 1314• r 1-114• t -Ile 1-114• 1.114• Wir 1-114•7 138•14V (pa note 4) 2 And= 04.Tb•ti161. O.C.JStendatd cup (Flg.tor 2X S900t9 3660s 46906 18441bs 2700s 2660s 3StA 0s 7401bs 40Iba 68400 1166@8 328@9 428 Ore moon 4 Afthm 02.WWL 0.0./Bt OW ClP(Fig.4 700 lbs 700Iba 860 an 1410U)s 96209 WA Mm WA 6300s WA 8660s WA 86209 84000 112000 8AWW 0 LlV WL O.C./Staadard CUP (Fig. q 98006 1400ts WA WA WA 760669 WA WA WA WA WA 1304 Ma I6600s 2240@s 4AtAm@ W ML QC. i(9)2r6Angte191pe(Rg. sX 78009 78009 60090 1780fb9 328893 - 840RO Il66lbs Mlle 1460 lbs M8Ibs 13MrA 23840s 6520s 84009 112009 BAnWfaB(�3`rdN. O.C. I f2) WArds COpa 09. OX 11701to 117006 662000 23401be 284409 810169 619tbs WA 114090 1404b 13Mws 384800 978ros 126909 4 Mohan ®0.48 Min O.C. JIM tdo 118'.010.0.. (Rg. iX WA WA WA WA WA WA WA WA WA WA WA WA WA WA IM.08 2MchaetSP2GA1tn.O.C./FCQp(flg.8r 36608 366I6s man Mfl. 478169 WA 0.90!90. WA 31608 0166 44008 009 =ft I .4209s MMM 4AWw@I.Irftoc.lF-mp(Ra.9M M lin 1 70000. I WA I WA I WA 1. WA 1 390 Ws I WA . WA WA WA WA 682 Ns I NOlbs 112000. a ANCHOR CAP.,,® USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORMPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: IGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: TABLE NOTES: • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABES AND SHEET 2ZFOR INFORMATION • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. HEET$18.20. HOES TD O BE DRILLED IN THE FIE FOLLOWING DIMENSE. FOR IONAL DIMENSIONS. SEE • • • • • • • • ) MULLION AND MULLION LO SRESTRICTIONS 7: SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL TO ACI 301 SPECIFICATION& HOLLOW AND • • • • • • • • • • • • • • • • �• • • • • • • • • • • • FIGURE 8: • • • FIGURE FIGURE 5: • • • • • • • • •: L ANGLE CLIP (FIGURES 688) MUST BE USED 99 PAft• • • • • • • -ORM TO ASTM C-90. WOOD LOWIN SG SHALL NL�CO ZS= CONr : • • • • BE ra D0NANALUM 0i OWS-T6 AND BEA MINIMUM OF148EEL STUDS TO F MRADE AD • • • • TOUCK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126- THICK AND A36. ALL ANCHORS • • • • •:NO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. : • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• A Ix tyNx V%GENSE •,F,p �� ` No. 68705' -0 �ISTANF A. LffdNIM1LLVii P E. FL P.E.O 68705 TABLE 8A Mullion Capacity Table Openlna Wid01(for veftatly-spemhg n u cm) orOpening Hatght(fghoiizo spam t nvAons) 301n BO in 701. 801. so In too In 1201" 1491. 1801" Redenlidm TmpMtM. RodmMulu 71ooftni9. Redowl" TropdrArtg. Redmt9utar DwIlden9. 1.28"x Reclengukr TMAMIrg. ROdangWar TwIld 0. F;t"w8der IM14niang. Reeknow TroplTrIons Recrougttiar Trop•iftog. Laadng L..ft loading Loaft LoaMo Loa109 loada9 Loaft 3.188" Loadn9 Loadhl9 Loatft Leadno Loadno Loading Loading LOaft Loa�8n9 Loadtn8 x 269" Al Tube Mull .TubeM ll ja � Ia Ia Ia Ia a � � � � ' _ _ _ �- �' � _ _ � �' I I I i ! I- 1.1 f 11 if 11 11 1111 11 42 In 170.01 820 170.0 438 170.0744 170.0 478 170.0 888 170.0 808 170.0 882 170.0 518 ROA Me 170.0 821 170.0 1240 170.0 521 Me 1480 17U521 170.0 1738 170.0 621, Rite 1789 170.0 821 3115 8w Maw 48In Me 708 170.0 624 IMO 660 170.0 084 170.0 892 170.0 630. 170.0 1 11331 17o.0 881 170.0 1278 170.0 I an 170.0 1417 170.0 880 184.6 1618 170.0 860 1327 1848 Me I ass 11&1 1846 170.0 880 114'ss Eko 8115 Etoo W"88Eko 0108ted #1261.d 012 Steal AWooator UBr000n AggloOotor Smw(GS) emv(GS) 8dewt08J 60,825 In 170.0 747 170.0 683 170.0 866 170.0 1 631 170.0 1048 170.0 884 170.0 ties 17&0 723 17OA 1346 170.0 747 187.0 1468 17&0 786 1392 1498 170.0 786 119.3 1468 170.0 788 104.4 1488 170.0 768 1 2.1rr 641n IM01 787 170.0 612- 17&O 968 170.01 891 1170.01 1116 170.0 764 170.0 1278 170.0 603 16&1 1376 170.0 837 148.8 1378 170.0 966 122.3 1370 170.01 891 104.8 1378 170.0 861 01.7 1378 170.0 act 2.va 601n 17&0 868 170.0 701 170.0 1083 170.0 707 188.0 1168 170.0 678 139.0 1168 107.4 on 123.0 ties 186.6 919 1112 1158 t60A 812 02.7 1158 144.8 905 79.4 INS 144.0 905 6&6 1163 144.8 005 car 63 in 17&0 930 170.0 N8 180.1 1061 170.0 880 137.2 1051 165.0 862 WA 1081 142.0 848 106.7 1081 132.3 837 88.1 1081 128.7 030 $Mi 1061 119.5 an 88.0 lost 119.1 821 802 1051 110.1 821 14W 6605 187.1 987 170.0 789 139.3 957 1612 906 119.4 987 134.0 790 104.4 067 121.8 777 02.6 087 112.8 787 83.8 087 106.8 768 8&6 067 100.0 750 68.7 087 08.9 746 022 957 98.9 749 1414' 721n 128.7 804 1382 698 107.5 804 1182 884 91.0 804 101.3 871 80.4 804 01.4 680 71.6 804 04.1 6110 642 804 7&8 913 53.8 804 72.3 833 482 SM S99 629 402 604 69.8 628 I -W 7801 10&4 722 114A 630 012 722 91.2 818 78.2 722 68.3 606 682 722 78.7 696 Me 722 70.3 66a 64.7 722 65.5 680 45.8 722 69.8 570 39.1 722 68.7 665 $4.2 722 6&2 584 390 lbs 78 In 1012 686 108.0 Gas 84.4 W 09.8 888 72.3 888 78.6 677 63.3 688 70.5 888 0BS� 64.3 643 682 965 84.6 660 Me 885 60.1 663V2-2.0 302 685 51.4 837 312 885 60.7 &16 290 ate 90 to 882 818 88.0 457 BOA 818 87.8 448 47.1 818 60.1 441 412 816 44.7 434 3&8 816 40,8 428 33,0 618 37.4 422 816 33.1 413 232 618 30.6 407 202 616 2&1 404 1182Ibe 98 In 84.3 463 88.9 404 45.3 453 47.1 397 39.8 - 453 41.0 391 332 463 38.4 396 302 463 33.0 379 27.2 453 30.4 374 483 28.8. 366 19.4 453 24.3 389 17.0 453 22.9 368 490 ke 1081. 36.1 388 39.0 323 '31.0 3s 32.8 318 272 368 28.4 313 23.8 388 262 308 212 388 22.7 3M 18.1 386 20.8 300 388 1&0. 283 WA WA WA 1111. 35.1 336 35.6 306 28.3 338 3&1 301 26.1 338 2&1 287 222 339 232 293 19.6 336 20.9 280 17.6 338 19A 285 WA WA WA 1291. 27.8 190 28.3 '284 232 290 23,8 � 182 290 202 288 17A 290 182 283 10.4 280 16.4 249 840 the 11201bs 4 Amlmie®3'IAO. O.C./ M 216 Angle Up 050.3E 14410 18.1 201 1&3 780Ibs 600 P. 16M Me TABLE 8B NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1' • • 1111 FIGURE 3: • • FIGURE 4: FIGURE 6: • • • FIGURE 2: *LIo • • • • ONgE � i •� •• • • I W*T • • • •BE UISEEP• •• ••• •• IN PARS? •• TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X (-ANCHOR MUL"O' =*::::) =ANCHOR CAP.- USE AP.,USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION - ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1&20• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE & • • • • • o • • ~ • • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.88. ALUMINUM SHALL BE • • • • • 6083-T6 AND BE AMINIMUM OF .125` THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND • • • s 4146' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128• THICK AND A38. ALL • • • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Anchor Capacity Table (roe) eube0nta 2 Ceurote 3.6k 0onn.x.14+9 FM dCGU PTYlacd M.W AnehorC8p Pa86ms Anchor TM. 3115 8w Maw 174"geo tmroeon f1la' Eko usroeun 3/10'Efoo umeoat 1tr Eko UOreaar 114'ss Eko 8115 Etoo W"88Eko 0108ted #1261.d 012 Steal AWooator UBr000n AggloOotor Smw(GS) emv(GS) 8dewt08J Edge theme Mk r 2-11r r 1 2.1rr 3.118' r 2 -lir r 2.va r 3-1/8• r 0.48'. car Q324° Embedrowd 0nk 1 -TV 1 4` 14W 1.'84` 2" Mw 1-tflr 1414' 1-114" 1-im t v4• r I -W 1.318' (sea rte 4) 2 Arttme (N 475 GIn. O.Q lBtendatd Cap k W. 390 lbs 46011. NO ros 1644 ft210lbs 290 ate -391-to 740188 46816s 664 as 1182Ibe 32811. 420 Drs a80ke 4 Anchors®1.18' Gin O.Q l Modord C9p ro. n 490 ke 7001bs WA WA WA WA 380 Os WA WA WA WA WA 6521W 840 the 11201bs 4 Amlmie®3'IAO. O.C./ M 216 Angle Up 050.3E 760 ma 780Ibs 600 P. 16M Me 1898 ran 5400s 560 ft WA 7800. =Me SWU 2384 as 65208 BOO ft1120 Wa 4 Anchors ® 0.45 Mo. O.Q I LIMA Into tib' Alum. n. 410 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14321b. 1 AWwI F-Mp n. 5): 195 Its 188 m. 2a fie 445 Sta eMms 138 ks 140019 177 ft 370@. Z34 W. 332Ibs 8911b. 1831b. 210 ib. 280 =188!! 2 Amhms 01.15 Ift O.0./F-C9p(Flg. Bk 24on. r WA WA WA WA "Oft WA WA WA WA WA 328 gts ffiOlbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1' • • 1111 FIGURE 3: • • FIGURE 4: FIGURE 6: • • • FIGURE 2: *LIo • • • • ONgE � i •� •• • • I W*T • • • •BE UISEEP• •• ••• •• IN PARS? •• TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X (-ANCHOR MUL"O' =*::::) =ANCHOR CAP.- USE AP.,USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION - ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1&20• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, ••• • • • • ••• • • ••• • • • ••• • • Florida ` No. 68705 i r •• STA O "•: • �/ .,PLORIOP• C' A LY"WA Lcr1IP.E` FL P.E.# 66705 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE & • • • • • o • • ~ • • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.88. ALUMINUM SHALL BE • • • • • 6083-T6 AND BE AMINIMUM OF .125` THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND • • • s 4146' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128• THICK AND A38. ALL • • • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ••• • • • • ••• • • ••• • • • ••• • • Florida ` No. 68705 i r •• STA O "•: • �/ .,PLORIOP• C' A LY"WA Lcr1IP.E` FL P.E.# 66705 Mullion Capacity Table Opening WIdill (torverOcagy-spar611rgmWons)orOpening Height (torhortzort*-spanni muNons) BON 803 703 SDN BON 100 In 1203 1403 1603 Reat,n 71aplTdmg. Ree Md r %Wfil ng. ReoWod- TiOWMmW ReeWVW T.AT4.9. Rea goner TrWTdang. ReotmnguNr TmpTTdmg. Reoleng to T."a g, Reotml9nder TraWOtanp. Reotengui« TWffftng. 2x4x.26 Lwft Loafing Loaft L -a" L aft Lowing Loafing L -ft L -ft Lonft Leafing L -ft I Loaft toadrg Loafing I Loaft Lwft Loafing I Akan. T'"T11 II MUltion No. 68705 )THE O • !ITArEl 09" .FP �� .,, GORLD,,. �! . �i S '�/,S�ONA� �.��� / 1 1 11 A. LYNN Mdill , P.E. FL P.E.# 58705 a.bmmw z7k conusta 3A Com. 421n 170.0 82D 1710105 170.0 1 71W 170.0 1 478 170.0 688 -170.0 NO 170.0 892 170.0 610 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1738 170.0 821 170.0 1883 170. 621 48 N 170.0 708 170.0 624 170.0 BSO 1740 684 170.0 992 170.0 830 170.0 1133 170.0 881 170.0 1276 170.0 077 170.0 1417 170.0 SW 170.0 I700 170.0 680 170.0 1883 170.0 680 170.0 2287 I70.0 880 MM In 170.0 747 1780 683 170.0 886 170.0 631 170.0 1048 .170.0 604 170.0 1198 170.0 723 170.0 1348 170.0 747 170.0 1494 170.0 768 170.0 1783 170.0 737 170.0 2092 170.0 766 170.0 2391 170.0 768 1/4 ENo IR eaon 643 170.0 797 170.0 612 170.0 868 170.0 691 170.0 1116 t70.0 764 170.0 1278 170.0 803 170.0 1431 170.0 637 170.0 1884 170.0 868 170.0 1013 170.0 881 170.0 2231 170.0 881 ,170.0 26M 170.0 set S$ boo 8118' E100 1/4.139 RICO #10 8tee{ 012 aced #1287eel AWaoat« 1 limon AggeGelor Scm (GS) S v(O6) Som(GS) BON 170.0 889 170.0 701 170.0 1083 1700 797 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 1884 Mae 888 170.0 1771 170.0 1033 170.0 2128 170.0 1083 170.0 2479 170.0 1085 180.8 2880 170.0 '1083 r 83 N 170.0 03D 170.0 746 170.0 1118 170.0 880 170.0 1302 170.0 840 170.0 1488 1740 1018 170.0 1873 170.0 1078 170.0 1889 170.0 1122 Ira. 2231 170.0 1189 186.7 268;1 170.0 1771 1488 2663 170.0 1177 244tWA BBN 170.0 074 170.0 789 170.0 1169 170.0 Dee 170.0 1384 170.0 1002 170D 1668 170.0 1088 170.0 053 1740 1166 170.0 1948 170.0 1210. 170.0 2338 170.0 1278 181.9 2439 170.0 1288 1328 2437 170.0 1286 3.110• 721. 170.0 1063 170.0 878 1704 1278 1740 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1728 170.0 1913 170.0 1-315 170.0 2128 170.0 1387 1448 2164 170.0 1488 124.8 2184 170.0 1829 108.2 2184 170.0 15W 0.324' lain 170.0 1122 170.0 937 170.0 1348 170.0 1037 170.0 1670 170.0 1209 170.0 1794 -1740 t322 105.1 1980 170.0 1421 148.0 1950 170.0 15M 123.8 1880 181.8 1848 108.1 1860 184.0 1636 924 1980 t62.7 1831 I -W 783 170.0 1181 170.0 987 170.0 1381 170.0 ,1118 170.0 1611 170.0 1280 170.0 1842 1740 1369 162.7 1861 1740 1474 137A 1881 185.1 low 114.6 188t 147.3 1473 002 1881 139.6 1459 86.9 1881 137.6 1454 1-U4• 903 170.0 1328 170.0 1144 149.1 1398 1840 1218 127.8 1396 138.0 1188 711.8 1388 121.3 1179 98.4 1396 1142 1182 848 1398 101.8 1147 74.0 1398 69.8 1171 634 1398 OW 1108 BM 1398 784 1086 1.1/4• 983 147.4 1229 18th 1098 12LO 1228 127.8 1078 1eD.3 1229 1112 1061 92 1229 98.9 ION -6th 1229 89.8 1028 73.7 1229 37.4 1018 61.4 1229 72.2 893 62.7 1719 86.8 877 40.1 1229 62.1 837 tees nota 4) 1083 tOA6 971 105.8 877 N:3 971 88.0 88! 74.0 971 7r2 849 64.7 971 80.4 837 57.6 871 01.0 026 81.8 971 88.8 818 43.1 971 49.0 737 374 071 40.0 737 32.4 871 448 771 60O the 111 N 93.4 919 87.3 832 748 010 814 819 68.1 818 704 808 919 829 784 53.0 819 W.7 784 47.7 819 814 774 39.7 gig 44.8 768 34.1 919 40.2 742 28.0 919 37.7 732 280 Ws t20tn 78.6 788 784 718 62.8 786 04.8 706 834 788 884 898 472 788 444' 688 414 788 44.4 877 57.7 780 404 1186 31.6 F. 344 893 274 788 314 841 234 769 244 831 Baa t44 N 43.7 6411 442 884 38.4 848 37.0 498 312 Me 31.9 491 27.3 848 202 486 24.3 848 25.3 478 2t.8 MS 1,22.9 1 474 1142 848 194 484 1 18.8 1 846 1 172 1 466 13.7 848 t8h 448 TABLE 9R =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM T14E ANCHOR CAPACiTYTABLE. Florida CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. AnahorCapaollq Table (be) % FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2.000• 6 O Pro uet Coau • • • • • •1111711171/! e • • • • • FIGURE 5: FIGURE 8 • • • • • • • • •• • • • • • • • • • •• • FIGURE& FIGURE8: FiGURE10 • •4NGLE CLI& • • • • • • 4FIGURES 188} • • • •• • MUST BE USEIP • • N �IN • • • • • • • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR t41 + OENffRIN8A0.8LATION METHODS. Lj'tf'iY INF.PIOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. • • • • • • LOCATIONS O MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN FIELD FOLLOWING DIMENSIONAL RESTRICT10N3 SHOWN ON SHEET318 20. FtOURE3 SHOW 3UOGESTED, APPROXIMATE HOLE7�lFIGURE7: SUBST TES: NCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT • • CQ MLI) 3 I•COyFOtiM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. • ALUmiNt71M SHALA BBIWOS-T6 AND BEA MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04W THICK (18 • GAUBE). SPRUCIIURRL STEEL TO BEAT LEAST .125• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW • 1HREAD91@VO1Qb TRE MATERIAL • • 260• 4.000' 2 X 4' X Ni` MIA LION No. 68705 )THE O • !ITArEl 09" .FP �� .,, GORLD,,. �! . �i S '�/,S�ONA� �.��� / 1 1 11 A. LYNN Mdill , P.E. FL P.E.# 58705 a.bmmw z7k conusta 3A Com. ".11.9 mu F81ed Wu PTW=d Metal Anchor CIp Patterns Anchor TOW 3118 Etoo Utmoen 1/4 ENo IR eaon 6116' E100Mr utlan« 3110' Elco U-aoon 1/4 Elao txdaoan S$ boo 8118' E100 1/4.139 RICO #10 8tee{ 012 aced #1287eel AWaoat« 1 limon AggeGelor Scm (GS) S v(O6) Som(GS) Edge CISUM 00. 1• 1 2-i/Z' r I 2.7 3-tfr In 244tWA 2• r 3.110• r 0.43• o.84• 0.324' t mWftmd O.): 13x4• 1-3!4' I -W 1-141 r 1-114• 1-U4• 1-I/4' 1-I/4• 1.1/4• r 1318• 113!8' tees nota 4) 2 Ano-ae@4.78'tdN. aC./8tantlmd pip 0181«2k 380 @a as 60O the 6901-9 1844 Wea 280 Ws 740 488 Baa 1182the 32900 4201bs 88016s4 Analms 011 Wn. O.a / atandanl Cgp (HR. 4 7401-0 740th* 630 Ile 1483@* 1424 @*680 Ns6958. WA am me WA 68270* 840 ms 1120Ns 6Andum@131.69n. O.a/ atmtd*rd CSp(Fig. 4t: 8651-9 090 76B8s 194816* WA7051 798@0 WA WA WA B781bs 1280Ns 1680phs4 A.o-ors@3' Mh as t(2)2WArgle CUPS ft 6): 76088 080Ins 168081* 169808880 On780@s 9398p 8808re 23046m est are 840@0 1120ft 0 Anmh- @ 3.19.. 0A 1(2) 2X5 And- CBp Ift g): H7011m 1170M 1020109 2340 Ins 2844 Ws 8 840 ibs����lbs 1004 ro* 1370 @s 394* me 9766" 7Z807ba t71601WA WA WA WA WA WA WA WA WA WA WA WA WA 4 BAtm-as @ 0.84• t9n O.a t 114t1p, -ds tib` Alam. (Flg. s} WA A WA WA WA WA WA WA WA WA A WA WA WA 21 2 AWhm@ 2.88' Mtn. O.atF-Ctlp (flg. sx 370109 3708�s 315100 743@* 712 @a WA 260IDs WA 348ma WA MOPos WA 328 Bre 42DMs 6808�s 3 Anchors @ iJr Min. as J F-0Qp (Flg. t 390160 Seg ro� 340 ro9 78001* e48 gre 270109 2800/0 WA 38016s 488 m* 440 tbs 11� fire 32eroa =am m ro* =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM T14E ANCHOR CAPACiTYTABLE. Florida ••• • • • • ••• • • • •• •• • • • •• •• CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. % FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2.000• 6 O Pro uet Coau • • • • • •1111711171/! e • • • • • FIGURE 5: FIGURE 8 • • • • • • • • •• • • • • • • • • • •• • FIGURE& FIGURE8: FiGURE10 • •4NGLE CLI& • • • • • • 4FIGURES 188} • • • •• • MUST BE USEIP • • N �IN • • • • • • • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR t41 + OENffRIN8A0.8LATION METHODS. Lj'tf'iY INF.PIOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. • • • • • • LOCATIONS O MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN FIELD FOLLOWING DIMENSIONAL RESTRICT10N3 SHOWN ON SHEET318 20. FtOURE3 SHOW 3UOGESTED, APPROXIMATE HOLE7�lFIGURE7: SUBST TES: NCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT • • CQ MLI) 3 I•COyFOtiM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. • ALUmiNt71M SHALA BBIWOS-T6 AND BEA MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04W THICK (18 • GAUBE). SPRUCIIURRL STEEL TO BEAT LEAST .125• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW • 1HREAD91@VO1Qb TRE MATERIAL • • 260• 4.000' 2 X 4' X Ni` MIA LION No. 68705 )THE O • !ITArEl 09" .FP �� .,, GORLD,,. �! . �i S '�/,S�ONA� �.��� / 1 1 11 A. LYNN Mdill , P.E. FL P.E.# 58705 ••• • • • • ••• • • • •• •• • • • •• •• TABLE 10A mumon Capack Table plism 0 .111119 dth(for verdca*spatd mdUm19)orOpentnBHetght(for horizorbla ,9p rogmu0lons) SON 00 In 7oin SO to 001n I in 120 b1 1401n 1601n Reetmgelm Tmp flimlg. Reotal•Dlm Tleplfitm•. Reotm94W I IS mm. Reotmlgider 7tap7fdmt0. Realewar Trap) ilaw Re4tetlgWer I TrepMOM. RealenAder Tmwdmlg. R8018ngWm mapnift . Rea mpAw Tralmen8. 2 x6x.28 twit Loadn9 Loadn9 L -ft L -em Loedt• Loado9 Lw ft L -ft Loodtq I Lowing I Laeft Loadatg Laadn3 Loadfn9 LoaM9 Lowung Laodn9 Alum Tubemumon Sabatlabm 27k Col W6 421n 170.0 820 170.0 435 170.0 744 1170.01 478 17&0 I 888 1170.01 606 170.0 832 170.0 619 170.0 1118 170.01 621 1170.0 1240 170.0 521 170.0 1488 170.0 Sgt 1170.0 1735 iM01 62t 170,0 ISM 170.0 621 46 In 170.0 708 170.0 624 18.0 350 170.0 584 170.0 392 170.0 630 170.0 1133 170.0 881 110.0 1276 170.0 On 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 880 170.0 2287 170.0 660 I FIBed CMU 60MO In 170.0 747 170.0 583 170.0 398 170.0 631 170.0 1048 170.0. 694 p 170.0 1195 170.0 721 170.0 1946 170.0 - 747 170.0 1494 170.01 738 170.0 1793 170.0 768 170.0 2092 170.0 769 170.0 2391 1760 780 kaw Type 54 In 170.0 787 170.0 612 170.0 W 170.0 891 170.0 lite 170.01 704 170.0 1270 17&0 803 170.0 14M 170.0 637 170.0 16114 170.0 998 170.0 1813 110.0 801 170.0 2231 170.0 861 170.0 2550 170.0 861 3116° Elm ua 9 601n 170.0 1185 170.0 101 170.0 1083 170.0 787 170.0 1240 170.0 879 170.0 1417 170.0 944 17x0 1884 170.0 = 170.0 1771 170.0 I033 170.0 2129 170.0 1083 170.0 2470 170.0 1083 170.0 2833 170.0 1063 •to Steel 012 &eel •128teel awm(G5) 80. (Gs) a r'wr.5) 631n 170.01 930 170.0 745 170.0 1116 170.0 860 t7o.0 13M 170.0 940 170.0 1488 170.0 1018 17x0 1873 170.0 1078 170.0 1859 170.0 1122 1700 2231 170.0 1100 170.0 2803 170A 1171 170.0 2979 17&0 1171 {, so In 170.01 814 1700 789 170-0 1189 170.0 1103 170.0 1364 1700 1002 170.0 1836 170.0 1088 170.0 1763 170.0 1166 170.0 1848 170.0 1210 170.0 23M 170.0 1276 170.0 2727 170.0 1288 170.0 3117 170.0 1286 r 721a 170.01 1083 I 17x0 878 11 17x0 1 1276 170.4 ION 170.0 1408 1 170.0 IRS 170.01 1700 170.0 1228 170.0 1913 170.0 1318 170.0 2125 170.0 1367 17MO 2860 170.0 1488 170.0 2976 170.0 1629 170.0 3400 170.0, 1630 r 'M In 170.0 1122 17x0 937 170.0 1346 170:0 1080 170.0 1670 170.0 1208 170.0 1784 170.0 1322 t7OA 2019 170.0 1421 170.0 2243 1700 1605 170.0 2892 1700 1823 170.0 3140 170.0 1884 170.0 3599 170.0 1705 0.64' 78 in 170.0 1151 170.0 967 170.0 t281 1706 1116 170.0 1811 170.0 i280 170.0 1842 170.0 t368 170.0 2072 '170-0 1474 170.0 2302 170.0 1684 170.0 2763 170.0 1700 170.0 3223 170.0 1717 170.0 3M 1700 1798 1414' 90 In 170.0 1328 170.0 ft44 170.0 1594 170.0 fM 170.0 1839 170.0 1498 170.0 2123 1700 1863 170.0 2381 1700 1783 t70.0 2888 170.0 1818 170.0 3188 170.0 2126 166.0 3413 170.0 2273 13&6 3413 170.0 2361 2 Win 170.0 1417 170.0 1232 170.0 1700 1700 1434 170.0 1883 170.0 I= 170.0 2287 170.0 1704 170.0 2550 170.0 ISM 170.0 263;4 170.0 208 180.0 _3199 170.0 2338 137.1 3109 198.0 2470 1200 3199 168.1 2428 1-v4- 108117 170-0 1884 170.0 1408 170.0 1913 170.0 18V 170.0 2231 1740 1870 170.0 2850 170.0. 2079 184.6 2781 170.0 2271 148.3 2781 MI.8 2333 12&6 2781 140.4 2281 105.9 2781 18.0 2234 92.7 2781 110.0 2100 1318 111 to 170.0 1839 17MO 1451 170.0 1888 170.0 1700 170.0 2201 1700 1932 170.0 2621 170.0 2148 151.6 2832 102.3 2246 136.8 2932 148.4 2218 113.8 2832 12044 2166 97.8 2632 116.1 2128 86.4 2832 106.3 20M 380 ft t20In 170.0 1771 1700 1588 170.0 2126 1700 1959 184.4 7262 180.8 1981 139.1 2262 141.0 1804 teat 2182 127.2 1936 108.1 2232 It&1 1818 80.1 2282 BBA 1002 772 282 8049 1838 87.0 2252 81.4 1808 16441017 144 to 12&1 1881 12..8 1441 104.3 1684 109.1 1426 8&4 1684 013 14M 7&2 1684 80.7 1390 89.6 t6B4 72.9 1373 926 1894 43.7 1358 62.1 1584 69.0 1990 44.7 1884 482 1 1305 38.1 1 Ifi94 44.4 I 1283 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: fill •• ••• FIGURE 6: FIGURE @ r • •e FIGURE B FIGURE 8: FIGURE 10: FIGURE 11: ANGLE • • • • CUP • •a • • • (FIGURES • • • M�gT BE •: •/ ••••• USED 04 • FIRS. ••• • • • • ••• • • • •• •• • 00 • •• •• 111`1NTIVR 47Vri7411 T NUJU0I MCN 1 1'UKFnULA: (DP_) X (ANCHOR CAP.,m,,,,,\ -ANCHOR CAP.w `MULLION CAP, o,, - USE THIS FORMULA TO OBTAIN THE ANCHOR ,CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. WA WA WA WA W WA W 2864159 Imo -2.000'•-^I 36401- 74015- 488 Ws 8628. 182 Poe 32001- 42D Me 68016. WA 1133109 WA WA WA 852 Mxi 84015- 7120 Ibs TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIRCATiONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK LINK (CMU) SHALL CONFORM TO ASTM M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8033=76 AND BE A MINIMUM OF .126" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046' THICK 08 GAUGE). STRUCTURAL STEEL TO fl -- BE AT LEAST.126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2" X 8'X .26" THREADS BEYOND THE MATERIAL. MULLION `71ti111i1111/)� �10ENSF'•. ' No. 58705 a(0 Isl3 . Q STATE 'i���S'• FCORIDP.•'G\��� /S ZONAL A. LYNN MILLER, P.E. FL P.E.# 58706 AnohOr Capaoltyt Table (lbs) Sabatlabm 27k Col W6 amt ca wcmu I FIBed CMU PT Wood Slate) AlleFarCOpPatterrw kaw Type mw Elco utmm v4' ElmU3raoon 8118' Eton UMmoon 3116° Elm ua 9 114' qoo Ullteoon 7/4.88 Emo 8/'16" Eloo ASSIGetor ta'oon 1/4" BB Bao A�e9mm •to Steel 012 &eel •128teel awm(G5) 80. (Gs) a r'wr.5) Edge Dietamegg r 2 -lir I. 2-12" 34W r 2-W r 2.1)2 r 3-v8' 2' 0.48 0.64' 0,32r Embxdmmd{In7. 1414' 1 -we 1314' 14W 2 1•v4" 1-v4' 1-U4"_ 1-v4- 1-im 1-v4" 2 1318 T-4 {9eetde4) 2 AnohM @ 4.7V fm 00 / ate Id COp (Fig. t a2r. 380 ft 390fo17 480159 890 D& 16441017 210 68 280 Ms 4D 468 Mia 604 toor4MMG 32809 42D ff. 680 Me 4 Anohae a 4.68' 1dim 0.0 / Id CDp1FB. 3y: 780 780 f8o 900103 1 3110415- 81004 560 M19 70816. 14M lbe In 1104109 85211104 89015- 11200. B Ano m O l.7r Mtn O.C.I SWWold Cep (Fig.4f 118010- 14M t s 1010 81- 269515. WA WA 84016- WA 1086 Ms WA WA1304 @s '1680109 0409m 4 Arrohas ®3' MUL 0.0 / (�at5 Angle CDpa {Fig. by 780 Ws 78080. 6600. looms 1888169 640 Ms 660 @. NIA 760 Me mice 0000. 65210. M Ws 112D 9. 8Almma403' Mim O.G. 113) 2%9 A14. C8p9 (Fig. e' 1tMf0ib17 16tM1IUa 1380159 312DIba 37821b3 168015. 1120IDs WA 18816. 1g721he 17600. 'C=On 16601oa 22400. 12 Anhm 01.6- WI 0.01(2)2x8 Atele Cops (Flg. 7g 10FA Ibs 210010- 1440 @9 378010- WA WA 1320 Ns WA 160011. WA A1956 M117 2620169 336009 4Amhore ®1.34" Min.0.0 /UCBp, Into ve Aimn. (fig. 8g WA A WA WA WA WA WA WR WA WA WA WA WA WA 1432 ft 8 Atehae D 664` MIn. 0.0.1 U4Z% Mto v8 NM tH9. 9p WA NIA WA WA WA WA WA 2 AnoWX 0 4.88 MIm 0.01 F-C0P09. IU; 390 We 3901ha 450 to 890 MIs 832103 270Ih9 2301bs 4 Analtote ®1.7r Wm 0.0 / F-C3p (FIg.117 690 f;» 70029 W5 Fag 1288 ma WA WA 4701bs FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: fill •• ••• FIGURE 6: FIGURE @ r • •e FIGURE B FIGURE 8: FIGURE 10: FIGURE 11: ANGLE • • • • CUP • •a • • • (FIGURES • • • M�gT BE •: •/ ••••• USED 04 • FIRS. ••• • • • • ••• • • • •• •• • 00 • •• •• 111`1NTIVR 47Vri7411 T NUJU0I MCN 1 1'UKFnULA: (DP_) X (ANCHOR CAP.,m,,,,,\ -ANCHOR CAP.w `MULLION CAP, o,, - USE THIS FORMULA TO OBTAIN THE ANCHOR ,CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. WA WA WA WA W WA W 2864159 Imo -2.000'•-^I 36401- 74015- 488 Ws 8628. 182 Poe 32001- 42D Me 68016. WA 1133109 WA WA WA 852 Mxi 84015- 7120 Ibs TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIRCATiONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK LINK (CMU) SHALL CONFORM TO ASTM M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8033=76 AND BE A MINIMUM OF .126" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046' THICK 08 GAUGE). STRUCTURAL STEEL TO fl -- BE AT LEAST.126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2" X 8'X .26" THREADS BEYOND THE MATERIAL. MULLION `71ti111i1111/)� �10ENSF'•. ' No. 58705 a(0 Isl3 . Q STATE 'i���S'• FCORIDP.•'G\��� /S ZONAL A. LYNN MILLER, P.E. FL P.E.# 58706 TABLE 11A I TGRI F 41R Anchor Capacity Table (be) Mullion Capacity Table silt° Subalusci Opening Width (for uerlica*apemling mliion6) or Opening Height (for herizon<eQyspanrirg mufDon9) 13.5k Conn. I H011MCM U 60In 50h 701n 80 in gOM I00In 120In 140 in 160M ar18• Eloo t14 EboUdwacn tom Rectwguter Rep1lierg Rectangular 114 EtooUbaaon Thawdeng Rectangular TAWnlang. Rectangular Treytdatg Reotengulm Trep/Tdmg. R�latgular Trepr7dazg Rectatgular ltep Meng. ReolengWar Treplydeng Reetmguter TrepTdmg. 128" It 2.11" Loaning Leading Leadkg I r z-112' Loa ft Loading 1-ftLeading I Leadi g Loadkg L -ft Loadkg L-1-0 Lead v LOaegm Loadre Loadkg 1-09com Loafing n %Tube Mull 1374• 13la• 2• 1-ir4' 1-1p' 1-U4• 1 -iia• 1-117 1 1.114• 2• 1318' 1319• (eee tate 4) g 7807bs I www I luoutbs I18950m b908t4 6808a 8VA 938 Iba 2384 tlp 8-- 840 the 1 0s 42M 1442 628 187.0 429 12D.2 628 148.9 418 103.0 6'26 138.9 414 90.1 829 139.8 411 80.1 82a 134.'1 411 721 628 134.1 411 60.1 626 134,7 411 81.6 628 1341 411 461 628 134.1 411 481. 968 403 1080 333 60.6 403 S47 326 69.0 403 864 320 50.4 403 81.4 317 63.7 400 79.1 315 48.3 408 78.8 3t4 40.3 403 78.8 314 30.6 4113 70.0 314 30.2 403 78.8 314 SOAK M 823 302 01.0 301 68.8 362 79.3 264 89.8 362 71.9 289 61.6 382 87.2 286 45.7 362 84.9 2S4 41.2 362 83.8 283 343 362 03.6 283 28.4 362 63.5 263 25.7 362 63.8 203 84M 67.8 310 74.1 287 886 318 64.2 281 48.6 318 57.7 24S 424 3111 83.8 253 37.7 318- 60.8 240 US $18 49.5 249 26.3 318 49.1 248 24.2 318 49.1 248 212 316 49.1 218 60 In 49.6 268 631 2911 41.2 268 467 214 38.3 288 40.7 210 30.9 268 37.2 207 27.6 288 348 209 247 268 334 203 20.8 268 322 201 17.7 268 322 201 165 288 322 201 831n 427 239- 460 200 35.5 234 39.1 183 30.8 234 30.7 192 28.7 234 31.6 189 23.7 234 29.4 189 21A 234 28,0 184 17.8 234 28.6 183 163 234 28.6 183 13.4 234 20.8 183 68 M 372 213 311.4 183 31.0 M3 33.7 178 28.6 213 28.8 175 23.2 213 27.0 I73 20.8 213 261 170 18.8 213 237 189 168 213 222 187 13.3 213 22.0 166 11.8 213 220 188 7201 268 1711 30.1 1118 2311 1711 �:8 182 20.4 1711 228 149 17.9 179 20,3 1d7 168 1711 18.7 148 78 M 243 181 264 140 20.3 161 21.8 137 17.4 181 19.0 138 162 181 17.0 133 78M 22.8 182 23.6 133 188 162 18.9 131 18.1 162 17.11 128 I TGRI F 41R CO -)XMULLION CAP. �„e,� _ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIREW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANVOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED • • • • • • • • 4CONCRETE4BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • WELIOVPSOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF .126" • • • • • • •1 �EL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT • • • • • • • T .12 •TRICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • • • v 14 y2fA(. • •• ••• • • •• ••• • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • ••• • • • ••• • • P �'�� �''�CENSF •' 4�ip ��i ` N0.68705 A LYNN MILLER, P.E. FL P.E.ai 58705 Anchor Capacity Table (be) Subalusci 27k Conarete 13.5k Conn. I H011MCM U I Med CMU PT cod Mete) AltdlorCDPPattem9 SO T 3118 ElooU0aoo0 ar18• Eloo t14 EboUdwacn tom 3ii8•EleoUdaoan 114 EtooUbaaon u4.89 FJoo 6116• Elco 1was am010 sled •128teel 0f2 Siad Aggeaalor 19baoun Aggrettetct Sorew(eld 8arew(t36) eorew(061 Edge Dialeroe (M): 1• z -in• r z•112• 3•'Il8' r z-112' 1• 2.112• - r 3.116• T 0.46' 0.84" 0.324' road (Mg 1314 1314• 1374• 13la• 2• 1-ir4' 1-1p' 1-U4• 1 -iia• 1-117 1 1.114• 2• 1318' 1319• (eee tate 4) 4 Anehale%3- UK O.C. r( t) W Anse C&I's M1I: 7807bs I www I luoutbs I18950m b908t4 6808a 8VA 938 Iba 2384 tlp 8-- 840 the 1 0s CO -)XMULLION CAP. �„e,� _ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIREW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANVOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED • • • • • • • • 4CONCRETE4BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • WELIOVPSOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF .126" • • • • • • •1 �EL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT • • • • • • • T .12 •TRICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • • • v 14 y2fA(. • •• ••• • • •• ••• • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • ••• • • • ••• • • P �'�� �''�CENSF •' 4�ip ��i ` N0.68705 A LYNN MILLER, P.E. FL P.E.ai 58705 80L99 #'3'd 1A '3'd'N91,j1q NNA1 V O O IVIS • O 90LS4'ON 'moi d��'•.�SN30� ' �s'``� LII ff 111111tt�` . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • • • • • • •• • • • .0. • .• • • • •s• nrs• lsnw (E-1, s3MnolA) dIYJ 3'pNtl AVG. W • • 'iRAMB1VWNH.L ••• • o Os ONOA38 SOtl3MHl M3M08 E 1SV311V ON31XB 1IMS 1V13W O1NI SMOHONV TIV 8EV OMI)401HL .9ZV I8V31 . ltl 38 Ol 133151VM(11D111LLS Y30(IVO SL))fOIHl .460' ONV EE 30VMBJ W(NNINIW V 38 Ol SO(ilS 13315'XDIHl AW=10 WfIWINIW V 38 OW 91"M09 3811VH8 Wf1MWCIlV'98'0 AO 06 IJV H1UTA 3Md NM3Hif108 M0113A • • • • 031WHI-3MMBUd 391WH8 OOOM'0" WLSV Ol WMOANOD 11VHS On) Ion V301F,3131 11 WOO • • • • • E 3M()DIA '318V1 A1IOVdVo MOHONV 341 WOMB SNOIldO NOHOW WNOIIIOOV Adlltlfl0 01 Own 38 AtlW HotHm ALJDVdvo NOHOW wnwi9wtl0131A nmlI'NOI11I1W 03103135 3H1 AO (318V13H1 WOMA) AI1OVdVO OIIVIW 3H1 NVHI N MOI SI 11 NSHM'ONIN3dO 3Hl MOA IN3W3MI(1031( 3M(1 my R+(11DV Ntl 01 DN1ONOdS3MHO0.03N1nO3M AMOVdVO MOHOMd. MU MI80 OL Vl(IW110A SIHI 3S(1 _.dVD MOHONVa (--'dVO Nomnw\ x ( ) 9e a dtl0 Mo}pNV / .vin MOA1N3W18(M0tlA11DVdVDMOHDMI Owozi-IL10Ms oNV MOTIOH'SNOIIVDIAID3dS GOE IDtl Ol WMOANOD iltlhp 313Mallov *siuvv1Sa()916 • • 'SNOI1V001310H31MXOHddV'013 8aklb301(�� WHO 39ft • • 't)Z•SL 8133H8 338'SNQ SNEIM IOIVX3 MOA 31VOS OlMIGISM a ON 3MV NMOHS AIYJ OI'7in ON O! 1 • • • • • • • • • • '318VMOTIH SI SHIOIM ONIN3dO MOMW SHION31 TMVY N33M138 NOI1V'IOdM31NI WSN11(Z 2 3M[ OM 'SOOHIM O1 LYMSM 14M3N39 1104 trZ 8133H9 33S 'ONIOVOI NO NOUVWEWM MOA ZZ 133HS 0Md 9318VI M. OMS() NO SNO110nVISM MOH L 133H8 333 (L • '831ON 318VI 13M(IOIA NMI 5910921 GCO U0 VM 391out VM semi VM •0 069 VIN M M ST OOZZ M OSS NOW MOM IS Oft S SM k)1 VO'OMJLT 9) M W9 SM oat Sg10►O SWE98 891099E MM MODS NMI VM 891099 891069 8919M 84 MI 51008E mom MOM �(i'Bti) 5090 e16uV 912(a) 1*0*0 vM we Sp40W4 591099 Sql OZ4 SQI BLS Mull. 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i'09l E98 O'Dtl 9LLl 0'011 481 6011 Bll{ 09[1 188 0'OL{ 898 0'011 Zl8 0911 181 0'011 N99 991 0911 £661 8'ZOL 891 09[1 £4r/ E'Ltt 891 O'Odl 1461 69£1 891 O'OLI tail 9'681 LYL 09[1 99E1 0'011 fZ1 09[1 alt 0911 988 09[1 8101 0'011 tt9 0'OL/ 888 09[1 699 O'OGl L9L 0'011 019Z60e 098 Owl iLSL Z'4lt 0� POLI ZL91 ?OEt 089 0'011 ZL91 ZZ9E 088 091{ Llrl O'OLl 129 0'014 4LLl O'OLL l8B 0'011 all 6011 OE9 0'011 LBB 0'011 689 8'OL1 098 O'OLL 429 0'OL/ 801 O'OLI OI96 0 MI 0611 I'M In MI S£tt wool IES 0911 98H 6041 198 0911 0 4 WUI IN 0011,01;1 09L1 019 0911 288 Owl 809 09U 800 0'021 916 601[ WL rut 9S4 6011 on owl 1121 g E I I I to I >I 1.1 is' BUIDeOI BuD.01 Mwwi eq=11 f+•301 B mwl din Dn 80PM BupSo1 Dom e3D{8O I Oul"n WPM Bu•s3'1 Buvel Bupe01 Bum Steen 0E .9Z'E '�01NSt1 w1OBUSlmH 8030[ ft mpBt1a10ey 'BOeF01de0. telreueloeH '80801M311 t3�6veI03M .111M Vaal[ SrPMq.M 'Bua Mi. le9rtf MMH 'BSelOM011 XM&W OU •Bue011dm1 iePlBuel03H 'BueMAN.1 tSinB M"M W 091 01061 11021 01001 108 0108 01 OL u109 u109 (t Wtu6uM-dB4PVCZNWJDJ)P4310H6111-dOJO(—V-0LIN31edB40011lenw4IRMASul-do (&Sql) O1g91 Avaud•0 uoulnw VU 318V1 TABLE 13A Mullion Capack Table bse Opening Width (for-KIco*spmW fmC-) crOpening Helld (for Inrizada*Spamlro mutons) so In so in 70 In 801. 90 N 1001n t201n 1401n too In R fw hLoaft RLanodn8 r TwL ®d R TL TLoadTn9 TLOaf RLoafg 99. �m Loadng LOaft LoadnO Lmfn9Reamwol. 3.28" 48 p Loadnfl LOadn9 Loaft Loefin9 DEQ AL g $g BAY MULL a � d 11 T 421n 170.0 020 170.0 436 170.0 744 170.0 478 170.0 896 170.0 508 170.0 W 170.0 518 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 821 180.3 1871 170.0 621 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 830 170.0 1133 f70.0 681 170.0 1276 1740 677 170.0 1417 170.0 � 103.7 te37 170.0 880 140.3 1637 170.0 080 122.8 1637 170.0 880 50.6281. 170.0 747 170.0 563 170.0 698 170.0 031 170.0 1018 1740 684 170.0 II9S 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 788 141.1 1552 170.0 758 120.1 1552 110.0 788 110.4 1852 170.0 766 64 N 170.0 797 170.0 812 170.0 W3 1740 681 170.0 1116 1740 764 170.0 1275 170.0 803 170.0 1434 170.0 837 16S2 145S 1740 M 128.3 1455 170.0 881 110.0 1455 170.0 601 07.0 1455 1740 Sol BO to 1740 8BS 1740 701 170.0 1083 1740 797 170.0 1240 1740 078 167.1 1309 1740 044 139.7 1308 170.0 988 125.7 1308 163.6 994 104.6 1309 167.1 882 88.0 1309 167.1 982 me 1308 167.1 882 03 In 170.0 830 170.0 745 170.0 1110 1740 860 182.8 1247 -170.0 840 1425 1247 184.6 903 128.7 1247 162$ 905 INA 1247 144.3 052 95.0 1247 138.2 838 81.4 1247 136.7 833 71.3 1247 130.7 03s 6W 170.0 074 170.0 780 170.0 1169 1740 803 1444 1t$* 163.7 905 f20A 1190 147.9 848 118.4 1180 138.6 028 1031 1190 1244 014 801 1190 1188 666 74.2 1100 119.1 893 041 1190 118.1 693 72 N 181.8 1010 188.8 877 134.7 1010 144.8 089 116.4 1010 1272 842 101.0 1010 114.7 828 89.8 1010 105.6 817 s0.0 1010 98.9 807 67.3 lots, W.6 795 87.7 1010 07.8 700 608 - 1010 117.7 788 �y 78 In 131.4 808 1431 782 114.5 800 12LO 776 0&1 008 107.1 781 85.9 908 982 740 70.3 006 6&2 738 80.7 008 02.3 728 67.3 900 74.7 7f8 48.1 800 71.2 710 42.0 009 70.6 700 a 9 781n IVA 881 1328 764 105.8 801 112.8 736 80.8 881 08.6 726 744 861 808 713 MG 881 81.0 703 03.8 861 76.4, 684 53.0 881 6&1 661 46.4 801 84.6 878 317 081 83.7 872 001n 82.7 048 85.4 874 888 840 72.1 504 00.1 648 821 654 51.7 848 0&1 840 4&0 848 60.9 040 47.0 830 348 840 41.5 618 20.0 848 382 Sit 26.9 848 30.5 507 WhI 002 6% 741 508 68.8 588 69.1 489 48.7 688 51.4 481 42.6 588 468 463 37.8 688 41.4 500 38.1 470 28.4 686 33.4 459 24.3 51• 308 452 21.3 686 28.7 447 1081n 478 448 48.0 405 3" 449 412 389 342 449 357 393 298 449 31.7' 387 281 449 2&8 449 20.1 371 240 448 22.7 368 17.1 449 20.4 36t 16.0 449 181 350fit 1W741.4 In 44.1 426 45.0 365 30.8 425 37.9 370 31.5 425 321 373 2X6 425 28.1 3W 24.5 425 28.2 425 24.0 368 18.4 425 20.7 380 1&8 420' 188 343 120In 341 384 3&8 331 28.1 364 20.8 328 24.8 384 25.8 321 21.8 384 22.s 317144 304 208 384 1&7 309 1441n 202 253 1 244 233 1 16.8 253 1X1 230 - I At1Lt I A11d707 Cffp Pebm5 FIGURE 1: FIGURE 2: I AWW T7pa:p XW EIDO ILIUM m1 I 114.800 Lmraeon I I 3/16• Elco 121fa00. I 1/4• EI00151faCm1 I Aam06alor o., „ V l6tta0on A0fra0alol 8mew fOSl 8mew 106) 88180646) TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL WIDTHS IS ALLOWABLE • • • • • 3) MULLION AND U ION L SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. • • �OL�B D L UJB FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. • • I E S D, APPROXIMATE HOLE LOCATIONS. • • • : `) SWSIRAiES:COWRETE iHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 3: • • • • • C04CRETOBLOOK UNIT ICRIU) SHALL CONFORM TO ASTM =. WOOD SHALL BE PRESSURE -TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 608345 AND BE A MINIMUM OF .126` THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128` THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • • • • THE MAVSt6L • • ANGLE CLIP (FIGURES 1.3) MUST t VWD IN URS. i • • • • • • • • % • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIREW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1%,Ida Mmum, ogi LYNN %/ /// ............ c .'�� No. 58705 • d�rsf3 �� STATEO: �p A. LYNI(If 141dgg , P.E. FL P.E.# 58706 L .376° 3.126 - '( " CUT HERETO .376'CREF NEATCLIP.SEE MW. M. �- DETAIL F. SHEET 4 r-------� r-------� 1 I 1 A L_ _-___JI L_______J STANDARD CLIP 8083.78 ALUM. CENTER OF ANCHOR HOLE MUST UE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1116. .376' MN. ---'-------r-----------� I I I D •• f#• J I 1 • I• •• •• • • OFFSET CLIP .126• 6063.73 ALUM. TOPVIEW C .740" • • • • • • • • • s C,I 111.-338'LMIN. E U -CUP 303348 ALUM. USED FOR ALL 1"X 2' AND 1' X 2.76' MULUONS Sr��.Ts 5.6 TOPV{£W 338'MIN. U-0UP 3083.78 ALLIM. 1'X3.125,X.Iff MULL ONLY. SHEE'1 8 TOPVIEW .338' MIN. U•CUP 8063-T8 ALUM. I0 01.25,,1I aim X286 • PAU ONLY. Y. SHEET 12 I� • =O� PV EW VX 2.76' X.650' MULLION 6063.73 ALUM. X4ECTION TART F R 2X5 ANGLE CLOP 6003.78 ALUM. MD 2 L X4ECTION .12s 6.000"I .376" MIN. I-- --------------------- A I --------'T t_ ______________� 2X6 ANGLE CLIP 3033.76 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+1/13'. Mull Dimension (sheath j 1--.12s U -Clip Angle CUP 1 STANDARD CUP 8W113M 666111SM M243M 688511M 8083.73 ALUM X4ECTION 688006 6M114M BM1119M 1 , r.126' L .376° 3.126 - '( " CUT HERETO .376'CREF NEATCLIP.SEE MW. M. �- DETAIL F. SHEET 4 r-------� r-------� 1 I 1 A L_ _-___JI L_______J STANDARD CLIP 8083.78 ALUM. CENTER OF ANCHOR HOLE MUST UE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1116. .376' MN. ---'-------r-----------� I I I D •• f#• J I 1 • I• •• •• • • OFFSET CLIP .126• 6063.73 ALUM. TOPVIEW C .740" • • • • • • • • • s C,I 111.-338'LMIN. E U -CUP 303348 ALUM. USED FOR ALL 1"X 2' AND 1' X 2.76' MULUONS Sr��.Ts 5.6 TOPV{£W 338'MIN. U-0UP 3083.78 ALLIM. 1'X3.125,X.Iff MULL ONLY. SHEE'1 8 TOPVIEW .338' MIN. U•CUP 8063-T8 ALUM. I0 01.25,,1I aim X286 • PAU ONLY. Y. SHEET 12 I� • =O� PV EW VX 2.76' X.650' MULLION 6063.73 ALUM. X4ECTION TART F R 2X5 ANGLE CLOP 6003.78 ALUM. MD 2 L X4ECTION .12s 6.000"I .376" MIN. I-- --------------------- A I --------'T t_ ______________� 2X6 ANGLE CLIP 3033.76 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+1/13'. Mull Dimension (sheath MUlllon POT Part# Std. Clip Offset CBp U -Clip Angle CUP f X7 X.126" (6) 66605 8W113M 666111SM M243M 688511M 1" X2" X.376" (6) 688006 6M114M BM1119M SM44M 868512M 1" X 2.75 X.376"(7) 66807 888115101 6661120M 666246M 6S6513M 1"X2.76"X.SW(8) 58808 660116M 6881121M 666246M 868614M 1" X3.128" X.600° (9) 68637M 6661116M 6681114M 668242M M516M 1.26" X3.188° X.285" (12) 66841M 6661117M 6661113M 688241M S88616M 1.28" X2.11" X.125" (16) 69370 WA WA WA �6517M TARI G A Dhnenelon Value On) . For Mullion: A 1.626 1" X2" X.126' Alumkm Tube Mullion B 2.854 C 0.886 D 0.740 A 1.125 1"X2 X.37b" Aluminum Tube Mullion B 2.404 C 0.838 D 0.490 A 1.875 1" X2.76°" X .376 Aluminum Tube Mullion B 3.OD0 C 0.767 D 1.118 E .460 Min. A 1.312 VX2.76"X .W Aluminum Tube Mullion B 3.000 C 0.478 0 0.838 A 2.000 1" X3.126" X .6W Alum Tube MUD B 2.837 C 0.883 D 1.137 A 2.826 1.26' X 3.186" X.286"Alum Tule Mull B 3.282 C 0.882 D 1.762 A 1.813 128" X2.11• X .121• Ahura Tube Mull NOTES: NCHOR HOLE MUSTARY' UE 1) HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. p EQ�NT O8EEU AN � HOLE 2} SEE SHEETS 6.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. TER + ll1W. • • 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Wilb the LYMN Ji41 ' ` No. 58705 ' '�O a T TEOF�: A. LYNIVTALL�IR, P.E. FL P.E.# 58706 46° DAY MULUO 6083•T8 ALUM. XSECTION .226' 1 -.981'-4 1' X 4" X .376• ! T•MULUON 0063•T6 ALUM. 378` XS . ECTION MIN. .376" MIN. 740' .126' IIIIj I 2.00(' I Z12W 2.000 1 .126' .125" STANDARD CUP .125'J U4;LIP 2X6 ANGLE CLIP 6003.76 ALUM. 0063-T0 ALUM. XSECTION X -SECTION 6063.76 ALUM. XSECTION 6.800• 1 CUT IL F. SH 8.000 --«l X78' 3.126"�{ _ CREATE F -CLIP, SEE .376' � J4.. —MIN. r DETAll F. 8HEET4 � 378' i------- � I i ------- � CENTER OF ;--------------------- � .371 1 I I 1 I ANCHOR HOLE I 1 MN I I I I 1 MUST LIE WITHIN I I THE DASHED BOUNDARY. SEE 1 I I I F SHEETS &17 FOR I 1 I I I --- TtIE ANCHOR O.C. F ;--"------' � F DISTANCE 1 I 1 I I I MAXIMUM I t 1 I I 1 I ANCHORHOLE I I 1 1 I I I DIAMETER I 1 HOR -------------------.r L ----_—J I L -------J OIAMETERt1/16'. L .I '-- 2X6 ANGLE CLIP 8063.70 ALUM. STANDARD CLIP - U -CLIP TOPVIEW CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. 6063•T6ALUM. ZCMEITER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE TOPMEW USED FOR AU. 1' ' HIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. X 4• MULLIONS SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE SHEETS 10 & 11 DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER +1(18`. TOFVIEW DIAMETER: ANCHOR DIAMETER + 1116'. TART G r. •• ••• • • r —r--� . • •• ••• ••• • • • •• NOTES: rw 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWINO DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. 2) SEE SHEETS 6-17 FOR SUGGESTED, APMOXIMATL•HOLE L.00A• TIt • NS. • • • • • • • • ••• • • • • • • 3) SEE SHEETS 2.4 FOR GENERAL INSTALLA�'I,^,++ • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OFFSET CLIP 6063-T8 ALUM. TOPVIEW .37W TART F n Dimension Value (in) ForMulllon: F U.CIIp 1°X4°X.125° G 69384 Aluminum Tube H 668518M Mullion F I 1° XV X.3751 0 1" X4" X.376' T' (11) Aluminum Tube & H 666242M "T° Mullion F . 30° Bay Mull F 2875 46° Bay Mull Mull Dimension (sheet 0) Mullion PGT Part 0 Std. CUP OtlsetCllp U.CIIp AngleCllp 1'X4' X.125' (10) 69384 686111M 6601122M 66011M 668518M V X 4- X.375' (11) 66810 W6112M 6NI123M 686242M S68519M 1" X4" X.376' T' (11) 66853 606112M 6881123M 666242M 666519M 30 Degree (16) 68849 WA WA WA 6W5110M 45 Degree (17) 68850 WA WA WA 6685,11M Sze Y Florldo N0.68705 ' CONAL A. LYNN MILLER, P.E. FL P.E.# 68708 TABLE E ------ I I Y I - SEE DETAR F, SHEET4 .375 MI4 Mul101mension PGT Part# I j -�-- --- --� 3.48 (shoot #) Mullion Std. CRP U-Cllp Angle Clip '� r"•126• 2° X4° X.26°(13) 88802 660261M 666271M 00061,12MF I 2" X8" X.26° (14) 86804 88(7282M 868272M 8686113M I STANDARD CLIP 2.000' I 6063 -TO ALUM. NOTES: L ---------------------j XSECTION 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING I 126' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. CENTER OF ANCHOR HOLE MUST LIE 6003.T8 ALUM, TOPMEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW 2) SEE SHEETS 6-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1490, 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. WITHIN THE DASHED BOUNDARY. SEE [--2.007-°1 376" MIN. q- $.500' CUT HERETO 3.500`CREATE F -CLIP, ------ I I Y I - SEE DETAR F, SHEET4 .375 MI4 r-------- --'------------- I I I I I I I j -�-- --- --� 3.48 -- -- I L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE 81.3.78 ALUM. WITHINTHEDASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +118". S.b00° 3.600`----�1 CTO .378' I CREATEREATE F -CLIP, .3�, MIN. r_SEE DETAIL F. MR q- 2"x5'Xa$• • MUL E& • 6063•T6 ALUM. • XSECTIP% • • • -------- I ------ I I -------i I 1 MW. I MIN. -- -- I I I I 6. 3.438" I .378' -- -- L ---------------------j MIN. U -CUP. SW3•TSALUM. 2X6 ANGLE CUP ED FOR 2' X 4• MULLION. SHEET 13 CENTER OF ANCHOR HOLE MUST LIE 6003.T8 ALUM, TOPMEW L_ • ••• • ••• ST • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LLJ U -CUP 2X8 ANGLE CUP pig2.126" 8003.78 ALUM. 0083-TBALU&LX•SECTION 20 Ar .XSECTION .12$° L .126• 77 1801 1+--1.49D"---i 438' 8.000' MW. I MIN. -- -- I I I + 3.438° 1 I I t 3.438" I .378' -- -- L ---------------------j MIN. U -CUP. SW3•TSALUM. 2X6 ANGLE CUP ED FOR 2' X 4• MULLION. SHEET 13 CENTER OF ANCHOR HOLE MUST LIE 6003.T8 ALUM, TOPMEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 7617 FOR THE ANCHOR O.C. CENTER OF ANCHOR HOLE MUST LEE DISTANCE. MAXIMUM ANCHOR HOLE WITHIN THE DASHED BOUNDARY. SEE DIAMETER ANCHOR DIAMETER+ 178. SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +110'. 8.000' `.378• ��- M IN. 375" I j t 8.438' S i-_------� I I 8.438' I .375" -- - - L---------------------- MIN. U -CLIP 2X6 ANGLE CUP 8033•T6 ALUM. W03.78 ALUM. USED FOR 2'X S' MULLION. SHEET 14 TOPVIEW TOPVIEW REVISED ,,0' 01•( LYNJV `� P��. ' uCENSF'•.�c1� �: ' No. 58705 •' 41J - TA O s , �flNAL E� �• A. LYIS14 ULL1?IO.E. FL P.E.# 68706 EXAMPLE 1: SINGLE VERTICAL MULLION THE NOANCHORS W HEAD -SEE SEE PENESTRAnON DETAILS, PRODUCT'S SHEETS APPROVAL\ 23 \ 72' "A ON LENGTH SEE oETans, aHEETs /- 23 IN TI LL I_ NO ANCHORaMWPIDOWSI THE 32'----�-{I 3Y No wmTH THE DES] FOR EXAMPLE 2• MULTIPLE MULLIONS MULL WIDTH-7�.- SEE SEE DETAU. ETS FENESTRAnON 8 PRODUCTS APPROVAL I VERTICAL, I MULLION - ~SEE —SEEg,I LENGTH DETAILS. DETAIL E, OPENING SHEETS 23 SHEET3 FOR HEIGHT POR MULLION �/ �/ SEE DETAILS, SHEETS 23 9, HORIZ 31 HO �• • • - LEN� Lfxo:pENxQ • • WIDTH FOR VERnCAI MULL •• • • •• ••• ORD 00 +/-17 +-1i • ••• THE • • • • • • • • • bili • • • • • PNO • • • • A@l • i • ••• • • • • ••• • • •• • •• •• • • • •• •• • • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: P LOAbIN(i OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL .MULLION r----,�,-:00 • • 5 ••• • ��fff TYPICAL DOOR PW CONFIGURATIONS. OUG 00 0 to�// tco y / // • • • .• • • • • �II/ N0. 66705 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. ' :.�1.5 ••• • • • ••• • • LOADING OF HORIZONTAL MULLION A. LYNN MILLER, P.E. FL P.E.S 68705 4� LOADING OF VERTICAL MULLION LOADING OF VERTICAL MUWON PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MUWONS 000 ••• • • r ••• • ��fff TYPICAL DOOR PW CONFIGURATIONS. OUG 00 Z to�// tco y � • • • • LOADING OF VERTICAL MULLION LOADING OF VERTICAL MUWON PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MUWONS 000 ••• • • • • ••• • • TYPICAL DOOR PW CONFIGURATIONS. OUG 00 Z to�// tco y � • • • • • • • • • • PW RECTANGULAR LOADING.' N0. 66705 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. ' :.�1.5 ••• • • • ••• • • EXAMPLES OF TRAPEZOIDAUIRIANGULAR LOADING: :til DADING OF HORIZONTAL MUU { I PWT-=-� / PW LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION D ODDCfRBN580 1) DRAWINGS ARE RERESENTATION3 OF 1[000�Fioj00� TYPICAL DOOR PW CONFIGURATIONS. OUG 00 Z to�// tco y � 2) IF THE LOADING TYPE CANNOT 0 BE DETERMINED, USE.•' O PW RECTANGULAR LOADING.' LOADING OF VERTICAL MULLION ®" Noll o F'W,I�,0, 'mrsio LOADING OF VERnm MULLION j A Z LOADING OF HORIZONTAL MULLION — c) N O O PW D ODDCfRBN580 1) DRAWINGS ARE RERESENTATION3 OF HINGED TYPICAL DOOR PW CONFIGURATIONS. OUG w D� ®" Noll o F'W,I�,0, 'mrsio LOADING OF VERnm MULLION j A Z LOADING OF HORIZONTAL MULLION — c) N O O PW ODDCfRBN580 LOADING OF VERnm MULLION j A Z LOADING OF HORIZONTAL MULLION — c) N O O PW ODDCfRBN580 1) DRAWINGS ARE RERESENTATION3 OF s-119, ing wild ft Florida uildin3 �� TYPICAL PW CONFIGURATIONS. OUG w D� Z to�// tco y � 2) IF THE LOADING TYPE CANNOT 0 BE DETERMINED, USE.•' O PW RECTANGULAR LOADING.' N0. 66705 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. ' :.�1.5 As I 9NAL tr��` LOADING OF HORIZONTAL MULLION A. LYNN MILLER, P.E. FL P.E.S 68705 4� LOADING OF HORIZONTAL MULLION, LOADING OF HORIZONTAL MULLION NOTES: ODDCfRBN580 1) DRAWINGS ARE RERESENTATION3 OF s-119, ing wild ft Florida uildin3 �� TYPICAL PW CONFIGURATIONS. OUG - CONFIGURATIONS NOT SHOWN ! to�// MAY BE EXTRAPOLATED FROM THOSE SHOWN. � 2) IF THE LOADING TYPE CANNOT �" l • • VtCENSF ., QQ BE DETERMINED, USE.•' PW RECTANGULAR LOADING.' N0. 66705 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. ' :.�1.5 ��. I 9NAL tr��` LOADING OF HORIZONTAL MULLION A. LYNN MILLER, P.E. FL P.E.S 68705 MIAMI�D�ADE ® MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 261 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590. F (786) 315-2599 NOTICE OF ACCEPTANCE OA I r PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11811-70011 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be 0000 required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). • 0 • • 6 • .... :- LABELING: Each unit shall bear a permanent label with the manufacturer's name Apgo, bity, state, model/ '. series and following statement: "Miami—Dade County Product Control Approved" .unless otherwise noted • • herein. • 0000.. 0000.. RENEWAL of this NOA shall be considered after a renewal application has been fi W&W theip hg& been • • • • • • no change in the applicable building code negatively affecting the performance of this peirge N .• • � • . TERMINATION of this NOA will occur after the expiration date or if there has bean apevision of bhange , • in the materials, use, and/or manufacture of the product or process. Misuse of this NO4*WA4 endorsemgnt of 0996:* any product, for sales, advertising or any other purposes shall automatically terminate this NOA. �i4t to• comply with any section of this NOA shall be cause for termination and removal of NCIH. • 0 • • 0 00 • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, 171011Qd, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 Expiration Date: March 26, 2016 10 Zq 11 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI -4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) • • • . • 0 0 0 0 � • 3. Test reports on: l) Large Missile Impact Test per FBC, TAS 20 f;94 ; .. • Z) Cyclic Wind Pressure Loading per FBC, TAS XI -94••••.• 000000 along with marked up drawings and installation diagram of an aktknum single hung ; • • 9 • window, with fin frame, prepared by Fenestration Testing LMh;tory, ;irnG„ •Test .. 6 6 9 Report No. FTL-4645, dated 08/11/05, signal and sealed by E ndo Largaa9Uada, ..:04,0 •' 6 6 P. E. 609046 .. .. 0 (Submitted under previous NOA No. 0 7-0322.06) • • • • • • 6 0 • 4. Test reports on: l) Large Missile Impact Test per FBC, TAS 2010946 • % • • • : • . 6 • 2) Cyclic Wind Pressure Loading per FBC, TAS%0 03414 0000 •6 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL 4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) t Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 . PGT Industries NOTICE 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Tess, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FEC, TAS 203--94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin flame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL,4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05 11118.111) C. CALCULATIONS ! I. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. *•.•'. Complies with ASTM F1300--04 0000 (Submitted under previous NOA No. 11-0128.03) � • 0000.. •• • 0000.. D. QUALITY ASSURANCE ; • . • I. Miami -Dade Department of Permitting, Environment, and Regulatory'Affairs'(PA). 0000.. • • .000 E. MATERIAL CERTIFICATIONS • • • • 0000.. • 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont Delemoirs &;Co,:jnc. for their "DuPont Butaciteg PVB Interlayer" dated 09/08/11, e4pi4 g on n/1111 6. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. fortheir "SafW6and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco y P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 0000.. 0 00000. 0000. .0000 .00000 0000.. 0000.. PGT .industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn -Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL--4645, FTL-4649, FTL--4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-4322.46 and OS -1418 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. . ...... ...•.. • • • • • • •••••• • Jaime D. Gast n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 An GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6/16' LAM[ CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 6/18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 6118" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX)fKEEPSAFE MAXIMUM PVB INTERLAYER D. 7118" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 718" LAMI CONSISTING OF (1) LITE OF 311W ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN A90 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7118- LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER G. 13118" LAM] IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6118" LAMI CONSISTING OF (2) LITE$ OF 1/8- ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER NOA DRAWING MAP ® H.13/18" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 618" LAM[ CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE SHEET OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER GENERAL 1VOTES...........1 1.13/18" LAN IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS GENERA DETAILS............ 2 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN E83URE3....... 3 J.13/16" LAMI IG: (1) LITE OF 1I8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH A ELEVATIONS 4 .090 DUPONT BUTACITE OR SAFLmw.EEPSAFE MAXIMUM PVB INTERLAYER ............. „...... VERT. SECTIONS 5 K. 13/18" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIRSPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE ............. HORIZ. SECTIONS 6 OF 3/18" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. .......... PARTS UST 6 L.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3118- HEAT STRENGTHENED GLASS ....................... EXTRUSIONS.-........—...... 7CORNER WITH AN .080 DUPONT BUTACITE OR 3AFLEXflO=EP$AFE MAXIMUM PVB INTERLAYER DETAIL• 7 ,&M. 13118" LAM) IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR ' .... ......... ANCHORAGE.._. 8-11 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ............• 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ` �3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) • A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. = • i. �r�e2 • • • • _ • 6. SHUTTERS ARE NOT REQUIRED. s am •"m omwre" 81100 NTS 1 m 11 4040-20 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4846, FTL4646, FTL-4647, FTL-4648, FTL-4648, FTL-4860, FTL-4861, FTL4723, FTL4957, FTL-4858 AND FTL-6063. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -20W ALUMINUM DESIGN MANUAL PRODUCTREVIS13D as wmplying with the Nwide 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY B"edi°g code y M-- ® HURRICANE ZONE (HVHZ} �,C'•, .�Of � Z� 2oloractr,'nnATe io7o7Eccrmoloovowv0 XMMMMMS'FLSUM T _GENERAL NOTES ,c� •......• ALUM. SINGLE HUNG W/NDOW,IMPACT ` TO • P'0' �� NOJCOMIB. R 54274 A Ll�ll(IIM/11LL P.E. FL P.E.# 68706 = • i. �r�e2 • • • • _ • vub/y Better' s am •"m omwre" 81100 NTS 1 m 11 4040-20 D 112° NOM. GLASS SITE 1 or 82j 1 _---`j I III 11 (83,84 or V8°ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 11W ANNEALED OR HEAT STRENGTHENED GLASS )M. BITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. 1i2° NOM. GLASS SITE aEXTERIOR INTERIOR [� (ALL SECTIONS) Inj 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PV8 INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 711W LAMINATED 7/16" LAMINATED GLASS )M. BITE PRODUCERBVISHD ae co"pdying whLdte Florid" 8"SdinSCodc .. .'.., 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PV8 INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116° ANNEALED OR HEAT STRENGTHENED GLASS 1111 r 611W LAMINATED 7/16" LAMINATED AIRSPACE AIRSPACE `\\0\" ...... ly/j -,4i��� 1/S0AN DQRaiEMPEREDGLASS® 1/w TEMPERED GLASS© �` j�r''pFJ�Se • r. -"N • • 13/16° NOM. J 05 # 13/'f6" LA• • Ki •_ WSWCU. . � 13/16" LAMI IG GLASS W/ 7/16" LAMI µ' 6* p� •• 000 * Q /o to 61 w- 12 90/07/11 xm NOCHANDE8TM88NELT QMO b° gfA� a: +_. 10mygewoLooropm GLAZING DETAILS %p JR 04/09/99 c l�CAPQLA9a TOfwmup Ha NOKOMI9,FLSana � �O,/.�.,,FLOi:��.�C�`` F:lc 99Hs/0B a Ao 1TE6902 ioSl98 A0 LG. • LZWIG NOW P.o.agx9M �� ALUM. SINGLE HUNG WINDOW IMPACT ��,SSIQN�•�� arm • NOKOMIB Fl sa2/a ems xa2 m.�naa as A. Llt�l(4MILLl1� P.E. R!c 9/9/06 • • • • • • • • • V[rib/y Beeror BMoa Full 2 11 4040-20 17 FL P.E.# 68705 111 FLANGE OR INTEGRAL BASED ON FLANGED WWI WIDTH I ©LASS TYPE STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 30 318' 44" 60 618" 63" T2' TABLE 2. 46" A, ,M +80.0 4MO +80.0 -60:0 +80.0 -80.0 +80.0 -60.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0. 60' A,S,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A.0 +80.0 -10.0 +80.0 -80.0 +80.0 -80.0 +76.9 -70.0 +70.0 70.0 +88.8 68.8 +07.6 -87.8 63118" A, , +80.0 -60.0 +80.0 -60.0 +80.0 •00.0 +78.0 -76.0 +�.0 -88.0 +88.7 -W.7 +86.6 -0.6 UP TO 63118" C.D. ,P, ,H.%J..K,L +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -BOA +70.0 70.0 +70.0 70.0 +70.0 -70.0 2 MEETING RAIL HT. "X° STH :2. HT, MEETING RAIL �'j' H CUSTOM VIEW &RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® TABLE 3. `�` BASED ON FLANGED DOW IP TO•TIP RAM_ DIMENSIONS w _TT. WINDOW HEIGHT MINUS SASH HEIGHT' (MAX. WINDOW HT. W/ SASH eti 78" FLANGBI? AND 76" INTEGRAL FIN) MINUS WIDTH GLASS TYPE 171!8" 2211118" 28 3118" 33 314" 30 6116" 4413116" 60 318" 6616116" SASH 63116" D,E,F,J,K,L +60.0 -60,0 +80.0 -60.0 +80.0 -60.0 +00.0 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 HT. MEETING RAIL HT. Aw • TEST REPORTS TABLE 4. 'X' SA SH A. 6/18' LAMI -(1/8'A,.0B0,1/8'A F7L4647, 4846, 4723, 4967 S.ZT '113) Fit -4847, 4648 C. 6116' LAMI- (1/8"H9,.090,118"HS) M4847,4640 D. 7116' LAW - 16"A,.090, 3116'A) 1`764846, 4666 1?. 7/16' LAW - (3H8"A,.O80, 3116'HS) FTL-4846 F. 7118' LAMI •(3/16'118,.060, 3118"HS) RODUCP REMSED FTL-4846 c"mptyt„8 wale um "da 0. 13116' LAMI 10 -116" T, AIR SPACE, 6/18" LAN - (116'A,.090,118'A) M-4846,4723 - BuIt wc No - Q . H. 13118' LAMI IG -118" T, AIR SPACE, 5f18' LAMI - (118"A .090,1/8'M8 FTL•4646 L 13/18' LAW 10.118" T AIR SPACE, 6116' LAW - (1/8'H8,.090,1WHS) FTL-4046 ® act Comm J. 13118" LAMI 10 -118' T, AIR SPACE, 711W LAW - (3118"A,.090, 3116"A) M-4849,4650 K. 13116' LAMI 10 -1/8' T, AIR SPACE, 7116' LAMI - (3116'A,.090, 3/16"H8) FR -4849, 4660, 4666 L 13116' LAMI 10.1/8' Te AIR SPACE, 7116' LAW - 3116'H8,.090, 3118'HS) 1`764049, 46110 M.13/16' LAMWO *UNA, &JUPAGE, 6148' kAMI r(VWA,.000, 1/8'A FTI. --6063 Oy LY N M/l� NOTES: 19WINDOWSS VWTFFTHE Lenar 120OPTiOI� ARE LINKED TO A POSITIVE DE81GN PRES�yU dF +64,0 pSF LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN •2•F0R I EORAL FIN DOW ED. 5184 PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. ® - k N� X708 � 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618' MINIMUM TO 38" MAXIMUM. ® * 4! JJ . •i0I07H •D NOCHANQBCi1188HE8i • �i�•, $ 1• U k!. DESIGN PRESSURES JJa •41/6i/ii C • C OlA89iYPJi7ONSWER )FROMHS ' N0KO�YPLs4276 '�T n,e ,,,.<�.•.fL..... ,��?.• FJc iii T r Po,egXieze ALUM. SINGLE HUNG WINDOW IMPACT �'��,SS10NN\-! v" • • • N°K0MIS,Ft3W4 e°°"wse d, ee¢ �•w A. LY1 A rrniLLE13, P.E- FJG iYiSQ6 J . 7/ 07 V b� $ 811700 N7$ 8 p 11 �JOA420 O FL P.E.0 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• 0• 531/8' MAX. FLANGED WIDTH 621/8° MAX. I.F. WIDTH 49 SW MAX: FIXED DLO (ALL) D - C 75" MAX 76° MAX I.F. TABLE SEE DLO - j D- J HEIFllT SEE DLO SEE DLO C.—i HEI HT ® TABLE TABLE O j �` MAX• 78' 1 LAX FLANGED GED FLANGED HEI HT HEI HT SEE DLO 36 MB° TABLE X j SASH SEE DLO SEE DLO X j S HEI HT TABS TABLE NOr4 481/4' MAX. VE �) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1!1 76° MAX 76" MAX I I.F. I.F. SEE DLO HM T E -J HEI HT TABLE j ® SEE OLD TABLE O j 78" MAX 76° MAX. FLANGED FLANGED HEI HT HEI HT SEE DLO TABLE X j I SASH SEE DLO TABLE X % SASH as � �R�h he 71ai1` HEIGHT HEIGHT =`NN. an B DETAIL D DETAIL E elho upCamrol VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) uutr NOTES .. •.•}� • • "•'"•�"•" ••• \`���I. �y LYNN 1. SEES 6 FOR ytR AND=iOIZGNTiL SECTION DETAILS. ��� ���• ��CENSt ''•. 9 '� 2. SEE SHHEEEIT 7 FOORI COQ ARNelli DETAIL V"S. • �c 4. SEESW HEIGHTS FO"STANDARD�SAS WI��(DETA L8 B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. ® _ k No, 58705 to ✓• L • 10/07H6 • D NOCfIAIVQ9Bi1113BHS •Vat ra •oo�n11 c n1pcI,6lNase7tassla�r: • • 107°rro oK ° : ELEVATlON5 ' O'Pc� •. ..... ,�` Rumor+°""��� • • • • • • �.,�— ALUM. SINGLE HUNG WINDOW IMPACT �''� SSlONAL pIL 17l�3/OB •B DlyfE0iR46l�AtNt VEESIZ QHG NOTFSADDM077?4. P0.5QFL153 e"rm•aeu aoe emetr m.enivo aa" A.LY%(P6thAILLSrc,P.E. V_w�x U • • • NOICOMIB, 11 &07!'4 Visibly Beaw RK eli/OS J l 229/07 Sim NTS 4 s 11 4040-20 O FL P.E.# 68706 ••• • • • ••• • • - ICAL DAYLIQH OPENING DETAIL DIED LITE LOW SILL HIGH SILL 76° MAX. 341/2" 34 3/18 A I.F. O 411/4° HEI HT 41 114° 40 7/8" 78° MAX. 62 fi/8° 62 11/18° FLAN HEI 52 1/4" x � / 3EE NO 4 ••• • • • ••• • • - ICAL DAYLIQH OPENING DETAIL DIED LITE LOW SILL HIGH SILL A 341/2" 34 3/18 B 416!8" 411/4° C 41 114° 40 7/8" D 62 fi/8° 62 11/18° E 52 1/4" b2 8/18° SASH DETAIL LOW SILL HIGH SILL A 34112° 34 3/18° B 27 7/18" 271/8° C 27 7/18" 271!8" D 18318" 15314" E 183/8" . 15 3t4° .TABLE b. F:� MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT r 1 INSIDE 7,8OR1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) (' FROM EACH SIDE OF SASH. INSIDE i-'1 1 VENT DAYLIGHT OPENING __71/1 NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,19,15,96 MAX. FIXED LITE DAYLIGHT OPENING I OUTSIDE I MAX. WIDTH SECTION A -A INTEGRAL FIN O.F.) FRAME SECTIONS® INSIDE 47 50 2. HIGH BILL 2 LOW Sll.l 49 WHIGH SILL 48 LOW SILL HEAD 68 2.710' ®I.F. FRAME � 53 ouTSIDE � I� Q9 (LOW SILL) SEE NOTE ABOVE I • p• • • • i ULTRALIFT • • 12 NLY ••• • • • • ••• • • • • • • • • • • • • (HIGH SILL) 54 ULTRALIFT 12 ONLY ALTERNATE HIGH SILL NOKOM8, FL 94D9 P.O, BQX 9888 NOKOEtlB, FL 94214 SECTION C -C RADIUS TOP (HEAD DETAIL- FLANGED VERSION) amw I Haff 1 5 a 11 1 4040-20 Florida '..��: �tewsF ' •'Q II• �I O' SrAls . O.t`� .. FLOR1�.• �CJ� A. LYI 4JI(UIlEh E. FL P.E.# 58708 I� vv i wag �oyRc¢lrartlrvs•.7s•579t1yA{01 I UIU24K I .. ... .. . • . .. rR1i�S!<iYfTfMS7B11!$ - - I WF %4 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1. so 47 FRAME, I.F. HEAD ® mm, eo63-Te ®@ FRAME, I.F. LOW SILL ii4072A, e063 -T6 FRAME, I.F. JAMB OFRAME, I.F. HIGH SILL ®j�#407413,6063-T6 ® #4073A, 8083 -TO (USED AS RADIUS TOP HEAD) Bem� I I NTS 10 a 91 I'40*20 I D II W �'i�0�• , FLOa,. �Ca� FSSIONP� A LYI(II>I MIUM P.E. FL P.E.# 65708 I- 2.784-1 1.383 O FLANGE FRAME HEAD #4002A. 6063-T6 J0622 2.630 �-2.784•----- 1749 ` 3) FLANGE FRAME SILL (LOW) #4008,6083-T6 \J #40030, 6063•T6 use Ir�L .678 12.710 1 �-1.613-jr.738 040 .062-1=2=11.490 (USED W/ GRILL KIT) STOPSH QFLANGE FRAME JAMB O #44026, 6063-T6 94004,6063-T6 SASH ST30083-TS 17 (USED AS RADIUS TOP HEAD) 2 328—� r--2.279 irlior- 1 707 1.879 .o6z 21 FIXED MEETING RAIL23 SASH TOP RAIL #4064A,6083HD-T6 a #4008C,8063H3•T6 _� • • • • • 69 FL�IAJGBI�RAME6ILL•(HIG►1) � #4060A, 6063-T8 28 SASH BOTTOM RAIL (L #4007.6083-T6 ow O GLAZING BEAD 7/16" #4222,8063 -TS •• II __ II� • • • • 88 SASH BOTTOM RAIL (HIGH) #4081A,6063 -T6 NOKol88, FL 3W5 Pl0D"" .., '2111.4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /� i I.F. FRAME 1 or 47 SEALANT ALONG ENTIRE JOINT 2 II I.F. FRAME I II I� 6or50 I I I 8orb0 SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E -E {1/1 & MEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) — — FRAME CORNER CONSTRUCTION — — 060 1.186 r— —.678 ,�' 1.096 I -i►-" o� "3j� 41 GLAZING BEAD. 5/16" -L o #40398.6063 T6 31 SASH SIDE RAIL OW} Ogg #4008,6083-T6 use Ir�L .678 678 42 GLAZING BEAD, 6/16" #40448,6063-T6 (USED W/ GRILL KIT) .050-k- � .678 1.116-1 - 4b GLAZING BEAD, 7/16" #986C,6063 -TO (USED W/ GRILL KIT) Am 060 -Y� T1.097 46 GLAZING BEAD, 13/1 #4067, &X&T6 ILUM. SINGLE HUNG WINDOW, IMPAC 8H780 Haff 77 m 11 "4040-20 WELD ALONG BOSS (2) t2�. �pENBE „�y':• Gi t0 1°lel Ri StAxe 01 i,`s3/ONAL A. LV ill.Wk P.E. FL P.E.#68708 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 28, 1 34.603 40.803 46.603 52.803 1 58A03 84.803 78.000 ANCHOR 'ap z 0�np Za z zcop "U�U� 2r�p Z�ppzanp NU z NU<8� zrz�np zrz N8 p Z_Z WINDOTYPE: GL ASS CXPC.) VP3`� pzp U`� pzpchp 8 Ui3 8 U WIDTH TYPE . C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18.125 H,I,J,K,L _1 121 11 112111 222122222222222222222 _1 _1 12222222222232233 _1_ _1 A,B,M 1 1 1 1 1 _1 1 1 _1_ 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 121111121112221222222222222222222222222222232233 C,D,E,F,G, 1 1 1 1 1_ 1_ 1_ 1 1 1 1 1 1_ 1_ 1_ 1 1_ 1 1 24.000 H4J,KL 1 21 1 1 2 1 21 21 2 2 2 1 2 2 2 _1 2 2 22 -- _1 2 2 2 2 _1 22 _1 2 2 2 3 2 2 _1 2 2 2 3 2 2 2 3 3 3 33i2 3 3 A,B,M 1 1 1 1 1 1 -i _1 1 1 1 1 _1 1 1 _1 1 1 _1 1 1 1 1 1 1 1 2 111 1 2 1 2 1 2 T-2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 C,D,E,F,G, 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,IJ,KL 121222231222231 _1 223232223232223332233343233343344 A,B,M 1t22 122312222312232322232322233322333432.33343344C,D,E,F,G, 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37000 H,4J,KL 22231223232223232223232323342333343-334353344A,B,M 11 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 22231223232223232223232323342333343334353344 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2t23 2 2 2 2 2 2 2 2 2 2 2 40.000 KJ,KL 2 21 222232223232223232242333 _2 342334353.3344 b3344 �M . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2212222322232322232322423333423343533344a3344 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,KL 2222222322232322332423333423333423343fi3334453445 _2 _2 A,B,M 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2222222322232322332423333423333423343533344b3445 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2±2 2 2 48.000 HIJ,K,L 222222232342333342 334 34 2334 35333435483455 _3 ABM 2 2 2 2 J22 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 22222223234233334233434233435333435483455 PS 79 79 C,D,E,F,(� 'B 2• 2• 2 2 2 2 2 2 3 2 2 2 2 3 2 3W63 353.125 •H,I,J,K� 2 2 2 s2! 334233434233434333435334448344558�B• _2 _3 2e 2 2 2• Q• 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 232222222322233423343423343433343533444b33454b ANCHORAGE NOTES: 1. ANCHOR TYPES -1/4" ELCO TAPOONS 2- FLEX ® 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18112" MAX. FROM TOP CORNERS JAMBS -171/2"MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF TE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 110 HEAD 2 JAIIFlB ABOVE 2 3 MTG. RAIL JAMB BELOW ruTrG. RAIL {FULL DP} HEAD 2 JAMB ABOVE 2 3 NrG, RAIZ. JAMB BELOW MrG. RAIL l=?" ° 1VO HA" s ANCHORAGE SPACING, 1/1 WINDOWS �o�aTFcwuoLooromve f ° ltnssH • • • NaKoems,�aave sysm vo. eqx asx� SINGLE HUNG WINDOW, IMPACT 'iir�ros J J aJ�ro7 • • • NO10°� �` " VcrtBky l tta` sxmn Mrs 8 « 11 a04o Zo • •• •e • • • •• •• Itlll+� �`isN M14 sir."o A LY�if�4lIILF��P.E. FL P.E.# 56705 1 r ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 8. WINDOW HEIGHT SUBSTRATE: 29.855 1 37.155 44.655 52.155 59.656 67.155 74AN 76.000 ANCHOR TYPE. o V U tO zNUo • • U o p a o o U pp U rz o U o 01,101".0 V = o,1 U zz"ozz�z 8 U o U 8c 8 U ppN wlNDow WIDTH TYPE :• • L) U :• U�p � C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19'125 H,I,J,K,L. JI -1 1H JE 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 ii -2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 A,B,M 1 1 1 1 1 9 1 1 1=1 1 1 -,TT,-2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 3L2 2 2 2 2 _1 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2=2 :3[i 3 2 PSF 79 C.D,E,F G, 1 1_ 1 1 1_ 1 1_ 1 1 1 1 1 1 1_ 1_ 1 24.000 H,4J.K.L 1 7 1 1 1 1 2 2 1 1 _1 2 2 2 2 _1 2 222 2 2 2 2 2 2 _1 2 2 2 2 3 2 3 2 223 _1 2 _1-1-21 3 2 2 2 _1 _1_ _1 3 2 3 2 2 2 3 2 A,B,M 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 222222212212323222:3L2322232322232 PSF 66 77 C,D,E,F,G, 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,IAK L 1 1 1 1 1 1 2 2 2±212 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 312 i -3 A,87 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 .1 1 ,M Ill 1 1 1 1 2 2 2 3 2 2 2 2 3 3 2 2 =-33 3 3 3=2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 PSF S9 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37,000 H,I,J,K,L 1 1 1 111 22222223222333223333 3343333233433243443243 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 7 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF S4 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 111 1 1 1 222222 2 3223333223343 3343333343443343443353 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11.11112222222322333322334333433333d3443343443353 _2 PSF 49 79 S@ 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 44.090 H,I,J,K,L 1 11 1 11 222222F223334233344 3343443343443343443364 _2 A,S,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1111 111 1 1 2 2 2=2 2 2 2 2 D3-3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 =3i 5 4 PSF 46 74 61 74 79C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48,000 H,IJ,K,L 1 11 1 11 22222233223334333344 3344443344444354444364 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 ill III 1 1 2 2 2=2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4=3 5 4 4 4 4 3 5 4 P F 41 63 46 6!76 79 ••• • t+>SD,d,F,6, @ZI-2 2 2 3 2 3 3 2 3 3 2 3 3 2 3 2 3 •b.125 r.1.�R•� 1 h 1 Z a 12. 2=2 3 314 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 _3 5 4 5 5 4 3 6 4 • :ABB• 2• 8C 42 2 jk3 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 ••• 1 1 1 1 1 1 2 2 2 2 -3P4314 4 3 3 474 414 3 3 4F4 4 4 3 3 4 4 6 '-4-"3- 5 4 5 4 4 3 5 4 NOKOMIB, FL3Q2T4 VJidbl,y Better aenwxoac ohm ••• • • • • ••• • • • • • MTG- RAIL �. 6g105 • • • MTG. RAIL(ot:alp 6I • `� ' • •. • • M IMPACT 00 9- ran :• • •• • • :• 9 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114" ELCO TAPCONS , 2 -114° ELCO S64 CRETE -FLEX ® 3-02SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 IM, MAX. FROM TOP CORNERS JAMBS -17112° MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS Bn MAX. BELOW MTG. RAIL ®SILL • ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ®6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. T®i4BLE KEY: ""'+ - comptymg Gun da Florida JAMB ABOVE 3 3 anemsc-la 1 1 MTG. RAIL JAMB BELOW MTG. RAIL=p=r.dudL1vWm [ru"ut'I 1U11111— HEAD 2 `1 .� y ti.IWyN Adlli /,'�-- JAMB ABOVE 2 2 ti�0� • `ase ' R *'% MTG- RAIL �. 6g105 JAMB BELOW ' k : No MTG. RAIL(ot:alp 6I • `� ' DARD VIEW ;�p� • .� ago?a� �'',FSSIONP�:•�`�� M IMPACT A. LYNN MILLde; .E. 9- ran 4040,20 D FL P.E.# 88705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE 17.126 22.888 28.211 33.754 38.288 1 .839 1 60.382 TABLE 7. 55.925 ANCHOR TME- c GLASWNDOWOZ�Q�"-C2Z TYPE OiCI�' O Oo�g o o pO Z-O "p V O N r �ppo . Z NN� oo -0-00) �Oz-z U CO� U v WIDTH 18.126 D,E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2----2 1 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 .... 1 8 .. 1 -- 8 7 3_. 24.000 D,E,F,J, KL 1 1 1 __..__... 1 1 1 1 2 1 - 2 1 _. 2 1 ._ 2 1 -__... 2 1 _..._,. 2 1 2 1 __..._-...._.. 2 1 3 1 3 1 - 2 1 3....3_..2_..33........3_,.,..3.....3.-._._3_._.a... 1 1 1 1 1 1 1 1 1 32.000 tl,E F,J, KL . -9 1 9 2 1 2 1 .._2_._3 2 1 2 3 y3 3 3 -3--2 2 2 2 3 -4--.3__4 2 2 2 2 _.4__..3._._.a.__�_3 2 1 1 2 1 2 t3L2d 5_. 2 2 PSF 2 2 2 2 2 3 2 2 3 79 32.000 2 1 2 2 2 2 2 3 1 2 3 3 2 1 3 3 2 1 3 4 2 3 4 2 3 37.000 78 37.000 D,E,F,J, KL 1 - 1 1 -- 1 1 -------.. 1 2 2 1 2 2 2 2 3 1 .- 2 2 - 3 2 --- 3 1 3 2 - 4 2 -- 3 1 ---- 3 2 3 2 4 1 .- 3 2 --._.---- 4 2 4 1 4 2 - 6 2 --__ 6 1 4 2 b 74 PSF 79 79 791 79 2 2 2. 2 2 2 3 2 3 3 2 1 3 3 1 3 1 3 4 3 3 4 1 3 4 4-T 3 F 4 40.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 21_21 2 3 2 2 2 2 2 1 2_1 2 4 5 KL 1 1 1 2 2 2 3 3 3 4 1 3 4 4 1 3 1 4 4 1 3 1 6 4 4 3 6 1 4 1 8 4 6 PSF79 4 5 78 79 T • 77 79 88 72 79` 79 2 2. 2 2 2 2 3 3 3 4 44.000 D,E,F,J, 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 1 1 2 2 2 3' 3 3 4 4 4 4 . 3 5 4 1 3 1 5 6 4 1 6 6 4 6 PSF 78 79 70 79 79 71 79 73 78 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 4 6 6 b 6 PSF 71 796371 79 84 74 88 77 89 t4-6 53.125 DEF,J, 2 222 2 2 3 2 2 3 2 3 3 2 3 3 3 2 3K,L 1 1 1 2 2 2 3 3 3 4 4 4 6 4 6 6 5 6 7 8 1 6 1 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.778 15.776 18.776 21.776 24.776 27.776 30.778 31.108 ANCHOR TYPE. WINDOW - V M 2 co w < v a r• Z M U 2 Z M w §-8 b n w a a o co a .-• 0 M L� a z 2 tq '.- WIDTH $ $ `" j7V�j 19.125 1 1 1 2 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 t3L2d 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 2 3 1 2 3 3 2 1 3 3 2 1 3 4 2 3 4 2 3 37.000 78 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2. 2 2 2 3 2 3 3 2 1 3 3 1 3 1 3 4 3 3 4 1 3 4 4-T 3 F 4 44.00066 78 -3-F-3- Z .2 •2 of 2 3 2 3 3 4 1 3 1 3 4 3 4 5 3 4 5 3 4 • 48.000 • • •72 '2 70 • •• 02 1 2 3 2 3 4 3 3 .4 3 4 4 3 4 6 3 4 5 3 4 x•53.1£9 • T • • CB8 • 88 72 2 2. 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 6 3 5 � 4NOOF ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELOO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD -181/2" MAX. FROM CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 16" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 6/a" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8 DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD"2 JAMB ABOVEI 2 MTG. RAIL FULL DP HEAD2 JAMB ABOVE51 MfG. RAIL I R �I hdwtm & ® TABLE 8. KEY: Ff =--- AML BELOW 112 1 JAMB BELOW 2 MTQ RAIL 4YNN 's- .0 •'apENSF•� ••�* t4--68701 0l • �^ c(Al sTArfl-1 A LILLLI�, P.E FL P.E.# 68705 (FULL DP) JAMB BELOW 2 MTG. RAIL ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPAC' a, NTS 10 d 11 "4040.20 3.36 KSI. MIN. CONCRETE OPTIONAL ix WOOD BUCK C (SEE NOTE 4) EXTERIOR INTERIOR® NOTES: �% 1: FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ALLHEAD AND SILL DETAILS) APPROVED 1/4" ELCO TAPCONS OR 114° SS4 CRETE -FLEX. MINIMUM DISTANCE SROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1349. (SEE NOTE 1 & 3),& 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 1 ®(SEE NOTE 4)] r(SEE NOTE 2 & 3)® 3 114° SS4 CRETE -FLEX. .." 1318'' MIN.. 1/4' TAPCON �! .' 3/4° MIN.,1/4° CRETE -FLEX � � 9!4° MAX SHIM DETAIL A DETAIL B ICAL FLANGED HEAD ANCHORAGE 1 31W MIN. I FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 13/8' INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" ML ® THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL. SHALL BE A MINIMUM STRENGTH OF 114, 60-T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MA)G 83OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET 1 1/4" 1/4" MAX SHIM Imo— I MIN. r� i°• 114" MAX SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) I 3.36 KSI MIN. CONCRETE r OR 1.6 KSI MIN. CMU Q 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x013 BUCK SUBSTRATE (SEE NOTE 4% (8EE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1 a" 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR / • ••• 8H 114° • • • WOOD FRAME MAX. •• • • •• • •• •• • • • st WOOD FRAME c=SHIM mgw88DFWda .131" DIA. MIN. T eouelaoc.�ao AcceptanrANo "' • <<:' x 2112" NAIL,P .131" DIA. MIN.ofil�AT CORNERS x 21/2" NAIL AND 6" O.C. IgmtendD da Cantro AT CORNERS WOOD FRAME AND 5"0.0. 114" 131" DIA. MIN. • • • • • • � x 2112° NAIL, AT CORNERS `��` ay 00: • • • • • • SHIM �GEtVSS ''• 000 • •• • • • • • AND 6" O.C.���• �c • 0 • • • • A6T�AI F. (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) •000 • • • • • TYPICAL INTEGRAL FIN ANCHORAGE99. 7/f1 Dw DNO CHANCiE8 THf8 recNNOANCHORGEDETAILSOff.AONOxOhQ8,FL84a70 T �''�;SIONAL�'NOKOMIB,FLsava b , F ro agx,o� ALUM. SINGLE HUNG WINDOW, IMPACT aL1/NNMILVI! P.E. risibly Better "aw/ s -s' 11087 • • 8tP/oo IVT$ 11 a 11 4040-20 D FL P.E.# 68708 • ••• • • • • •• • • •• • •• •• • • • HIA�MF ADE MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26`h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2509 NOTICE OF ACCEPTANCE (NPA) www.miamidade.nov/pera/ PGT Industries, Inc. -" 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR --710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. .... TERMINATION of this NOA will occur after the expiration date or if there has beeg a revision or ehange 6990:0 in the materials, use, and/or manufacture of the product or process. Misuse of this NCJAsas an endptSelflent • of any product, for sales, advertising or any other shall 46900 o purposes automatically terminale,"s NOA.'Failure to comply with any section of this NOA shall be cause for termination and removal of MA'' ; • • •' noon •• • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade O$ltY F1o4das and • • ; • • . followed by the expiration date may be displayed in advertising literature. If any pcainnsof the.N&A-is displayed, then it shall be done in its entirety. • • • • noon INSPECTION: A copy of this entire NOA shall be provided to the user by the:Mfi actureir or.its ....:. distributors and shall be available for inspection at the job site at the request of the Builaing Qfficiac This NOA revises NOA No. 114630.02 and consists of this page 1, evidence pages E"Lj. F..-2 and well as approval document mentioned above. nose The submitted documentation was reviewed by Jaime D. Gascon, P. E. HUMMMhDADECOUM'Y IfoYNOA No. 11-1114.04 ' ""• C. g tZ Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 POT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 07-0815.09 and 06-0405-06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 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, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006,, signed and sealed by Edrnundo Largaespada, P. E. (Submitted under NDA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 6690 2) Uniform Static Air Pressure Test, Loading perj FBC, TAS'20244 3) Water Resistance Test, per FBC, TAS 202-94.0 • • • 4) Large Missile Impact Test per FBC, TAS 201.94; • • . • • 5) Cyclic Wind Pressure Loading per FBC, TAS'203194 ' • 6) Forced Entry Test, Type "C" sliding window, 4(Ride 10, : Vo.. - per ..•per FBC 24113.2. 1, TAS 202-94 and per ASTUX 842-04 • • •, Along with marked -up drawings and installation diagram e C •XOX alMInum horizontal sliding window, prepared by Fenestration Testing LObtfifory, I•nc , •Test Report No. FTL-4859, dated 03/08/2006, signed and sealed.•by 1MMdo Largaespada, P. E. • • • • (Submitted under NOA No. 06-0405.06) •. •' Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural prepared by PGT Industries, Inc., dated 10/26/06, Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 analysis, complying with FBC, signed and scaled by Robert L. D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter Of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer . per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. 0000 (Submitted under previous NOA No. 11-0630.02) ' ease* 5. Laboratory compliance letter for Test Report No. FTL--5330, issued-iy FgtWation Testing Laboratory, Inc., dated 07/18/2007, signed and sealed iry Vdrlos S' lVonda, P.E. ...... (Submitted under previous NDA No. 07-0815.09) • 00.00• sees •• •• •••• •••••• • • • 0000•• • • 0000 • 0000 Jaime D. Gascon, P. Product Control Section supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 •0.0•• • • IGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CoNTiNuED) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 114630.02, issued to PGT Industries, Inc. for their Series "HR --710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. 0000 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 •0000. 0000.. •0000. 0000. 0000. 0000.. 0000.. .0004. 0000 • 0000 0000.. •• • 0000.. 0000 •• • 0000.. 0000.. .... . 0000 0000• 0000.. • • 0000.. 0000 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 •0000. 0000.. •0000. 0000. 0000. 0000.. 0000.. .0004. GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 6116° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 618" LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, C. 6/16" LAMI,CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN A90 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7118" LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ........ _... I GLAZING DETAILS _..... ..... 2 G.13/18" LAMI IG: (1) LITE OF 118" OR 3/18" ANNEALED (MIN.) GLASS, 6/18" OR 318° AIR SPACE AND 6118" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 6 H. 13/18" LAMI IG: (1) LITE OF 118" OR 3110" ANNEALED (MIN.) GLASS, 6/16" OR 318" AIR SPACE AND 6118" LAMI CONSISTING OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS............ 6 OF 1/8" HEAT STRENGTHENED GLASS WITH A.080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ..................... . 6 EXTRUSIONS .................... 7 1.13M6" LAMI IG: (1) LITE OF 1/8.OR 3118" ANNEALED (MIN.) GLASS, 6116" OR 318" AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS CORNER DETAIL._....._.... 6 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE .................... 8-11 J.13/18" LAMI IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.}GLASS, 3118" OR 1W AIR SPACE AND 7118" LAMI CONSISTING OF (2) UTES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER K. 13118" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 311W OR 114" AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L.13/16" LAMI IG: (1) LITE OF 118" OR 3118" ANNEALED (MIN.) GLASS, 3118" OR 1/4" AIR SPACE AND 7118" LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVS INTERLAYER 2. CONFIGURATIONS: OX, _XO XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130042 4. ANCHORAGE: THE 331/3°/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT RBVISED w WmAyb* wwk am Florma 6. SHUTTERS ARE NOT REQUIRED. h4t�o + 16. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4858, FTL-4869 AND FTL-5330. ELCO TEXTRON NO& 04-0721.01, 03.0225.05 ANSI/AF&PA NDS -2006 FOR WOOD CONSTRUCTION 1 I I I I ADM -2006 ALUMINUM DESIGN MANUAL••``���ON.I LYNN 8. THIS PRODUCTIM B&NDEJGNEDA T88TlED •I•b (bMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY �, • k AHURRICANE ZO (HVI%* • • • • • • • • • • • • • • • • * No. 58705 9. FOR WSTALLAT4 VIN W DA44OVEWO FR G04SS'NPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ��'•. STT OF 44 1017/11 E tBC20tOCODE CHANGE�qv am BUT— GENERAL NOTES �i .t"'•. RLOR\O✓Jt BPmi D APMlG0AP* nytio; 10NoxoMIS.FL342775 tape ���FS'..••.....��`1 70w im—• P.O.B x,ALUM. HORIZONTAL ROLLER MNDOW, IMPACT ''i�S/ONA�-��FJG 4N6/07 SFR -$93070 �B CH . B710614MVEDIT, 4������ AK ?!28/OB J 3�.d•9(OB • • • • i - NOKONIB. FL 34274 yL�bjj Better c � �eB° " l A. LYNNA WM P.E . • rrS7to NTS 1 11 4127-t0 E P.aeloe r 1/2° NOM. GLASS BRE 55 1/2" NOM. a EXTERIOR INTERIOR [� GLASS BITE (ALL SECTIONS) • • ••• 80',81,62 51 63,84,85 • — 118° ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS — .080 SOLUTIA OR DUPONT PVB INTERLAYER .080 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS 1•t 7118" LAMINATED IATED GLASS 7/16" LAMINATED GLASS 112" NOM. 112" NOM. GLASS SITE 59 GLASS SITE v / 66,87,88,89,70,71 I I V ED 72,73,74,75,76,77 mco lya szs. w y`v Building Code 4 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 080 SOLUTIA OR DUPONT PVB INTERLAYER (q 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 6118" LAMINATED .7/18" LAMINATED Miami .6 . 5118" OR 3/8" AIR SPACE 3/18" OR 114" AIR SPACE 118" OR 3/18" ANNEALED OR TEMPERED GLASS QD VW or 3118" ANNEALED OR TEMPERED GLASS Qp 13118" NOM. 13/18° NOM. t I s I 13/18" LAMI IG GLASS W/ 518" LAL41 . • � 13/16" LAMI IG GLASS W/ 7/18" LAMI �•��`o�V �YN�•�u�FR'%, k ; 140, 58705 " AD FOR INSTALLATION IN TF4i43A18OVE 3b;T, GLASS'lYP0ES G L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. _ ~` JJ, IW7/11 Ewrtrme NO CHANGE TH/88HEET ° " •' 8 � =CCl` . 1070THCHNOLOGYDRIVE GLAZING DETAILS dR. 6611D 10 iIDBE OF7Al0 • • NOKONS.FL$4278 �R" 'i�C�s ••' ���� Ftc 911&07 N E sBHEEP • • • • • • ao.egK4eaa ALBUM HORONT ROLLERnNDOW, IMPACT msn p� • • • • • NOKOMIS, FL 34274 V(dja/y Batter A. LYPINIIt RE FK y�(Q8. J.J. • • • • . 1ei790 Full 2 11 4127-10 E P.E.see705 • • • ••• • • • 1•t & t • t 0•••i ' 0 00 •: • •t• • 6 •• TABLE 1. XOX (114,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38318" 48" 60 6/8" 64" 60" 63" D Q FOR INSTALLATION IN THE HVHZ ABOVE 30 FT GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH TH AND ANCHOR E DP QUANTITY 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0' +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.751.7 111" A,B,G,H +80.0 -60.0 +60.0 50.0 +80.0 -80.0 +80A 60.0 +60.0 -60.0 +59.5 59.5 +53.6 53.6 +50.9 50.9 UP TO 111" C,1 +60.0 -60.0 D,E,F, UP TO 111" i REMAIN J L +75.0 -75.0 UNCHANGED. TABLET XOX (113,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN_WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" 867/16" ABC, G,H,IO �To 86 7118" D,E F, J,K,L +75.0 7b.0 TABLE 3. OX AND XO FLANGE OR TEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) WI WINDOW HEIGHT WIDTH TYPE 26" 36" k,31_3/89 1 48" 60 6/8" 54" 80" 63" 60" A,B,G,H +75.0 75.0 +75.0 -76.0 +75.0 -75.-0+75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +76.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 o wmal�swith�Fl 8i°�• C,D E F UP TO 74" ' ' +75.0 -75.0 I,J,K, LGLASS t;,%;-No pm y TYP • PORT FTL-4858 (XOX), F11-4859 (OX & XO) AND FTL-5330 5/16" LAMI - 018" A, .090,1/8" A) G. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAM[ - (1/S"A, .090,1/8"A) " H. 13/16" LAMI IG-1/8" OR 3116"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/18" LAMI - (1/8"A, .090,1/8"HS) C. 5/16" LAMI - {118" HS, . �94,1J�;fjS� • 1. -13# IV.ftI IG-118, OR 3116„A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8-HS, .090,1/8"HS) ......... • D. 7/16" LAMI - (3/16" A, p0, 3/16"'.A) • • • J• j §j6'L j1MI IG-1/8 OR 3/16 A (MIN.), 3118 OR 1/4 SPACE, 7116" LAMI - (3116'A, .090, 3/16"A) \�.���p� E. 7/16" LAMI - (3/16" A, .O*Q 3/1t"•H4 • K.� 3f•16';If'�IAI IG-1/8" OR 3/16"A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) Ho 5g705 F. 7/16 LAMI - (3116" HS,!090, I/T6% HS) L 13/16" LAMI IG-1/8" OR 3116"A (MIN.), 3116" OR 114" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) _= ��-h •.• STATEaP. .LJ. mr/19 E NOCHANQETmsmEr 1070N TECHNOLOGY o DESIGN PRESSURES JA erm l a roo4v�oeE + roams • . • • ,s ALUM. HORIZONTAL ROLLER VWNDOW, IMPACT SOT•. ��"';, 4(1&W Fic C o FX 0PftN E fdO-02DPo PD. •qx 1°m NOiCOb°3, FL 34274 `Stt''/�O.NA\- A LYNN MIAW .E. e,: m-LE o�""�" • • • • • • Visibly getter a,c earm POi aw: RIG Z/Ze/e8 rJ snv� •• • • • IR710 NTS 3 m 99 4927-10 E P.es°°ro° i • i • i i•i i • • 27 3/8" 27 31W 27 31W MAX. DLO 54 6/18° MAX. DLO FIXED MAX. DLO MAX. DLO—� VENT VENT FIXED D D I MW B B g x 0 _ — X X O X 11 I' 110° MAX. WIDTH I.F. FRAME =�I 111° MAX. WIDTH FLANGE FRAME —� B I DI F L DETAIL B - XOX (1/4-1/2-1/4) 16'F�lIL A• -•OX bR X20 77888f/EEi' Buw • • • • • . . 'mSNMONOLOGYNS. F34� wr 2 • • • Nai0 FFM. • • • • •• • • • • DLO FIXED C www � DLO VENT • • ••• — — • 6� arm — • 13 FLANGE FRAME FLAN p • I p FRN • 4- t2l' :LEVATIONSFioRMPf��� ALI IAX. ALL I.W. HORIZONTAL ROLLER WINDOW fMPACT / MAX DLO w CONF ALL XED ( / VENTS e, MAX• TES I.F. FRAME O x ALL – CONFIG. 736 MSX, mCID 1 —•-I r • • PV Mft WIDTU �i ACIo 16'F�lIL A• -•OX bR X20 77888f/EEi' Buw • • • • • . . 'mSNMONOLOGYNS. F34� wr 2 • • • Nai0 FFM. • • • • •• • • • • 88 7/18° MAX, WIDTH I.F. 7/18° MAX. WIDTH FLANGE FRAME DETAIL C- XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET b FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 1X. SEALANT OR GASKET BE AT HEAD AND SIU IE 15 IG. 16 I.F. FRAME • • • ••• • • 6� u. C. a • 13 FLANGE FRAME • • • • • • • • • 4- t2l' :LEVATIONSFioRMPf��� !c`SS/ONAL �., �\ I.W. HORIZONTAL ROLLER WINDOW fMPACT ^' L P E 0 NTS 4 a 11 4127-10 E 88 7/18° MAX, WIDTH I.F. 7/18° MAX. WIDTH FLANGE FRAME DETAIL C- XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET b FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 1X. SEALANT OR GASKET BE AT HEAD AND SIU IE 15 IG. 16 I.F. FRAME PRODUCTR8VL46D M �mPlYb6 well Oro Blat&ld -- Auildh* Codd QQ Auoptmcc No 6� u. C. a 1 13 FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) _ * No. 68705 ; 4- t2l' :LEVATIONSFioRMPf��� !c`SS/ONAL �., �\ I.W. HORIZONTAL ROLLER WINDOW fMPACT ^' L P E 0 NTS 4 a 11 4127-10 E EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO INTERIOR INTERIOR MAX. VENT DLO MAX. FIXED DLO ---► I �1 MAX. Vq(T DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR MAX. FIXED DLO ---I �-- MAX. VENT DLO MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR EXTERIOR INTERIOR �• • • ` �� ,..•ENS• F � 10 • • ••� .i i i•i •• 42 � �:' '•. SECTlO•N C•4• . • • • • SILL HEAD (VERTICAL SECTICIN, FLANGE• PRAId E) • (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) Q 1� •` w J.J. 1WI7111 E NOCHANGETfwsl E T �� ' � STA E OF ami 1070 TECHNOLOGYORNE SECTIONS JAL 8120/11 D N lai.7iQ6StIFiET • • • • • • • • NOKOMs, FL34VO FJG • 4118107 c •FIN 342 a9ANID V/9w8.• P.O. Bqx I= HORIZONTAL ROLLERQOW IMPACT '��,`,�� /NA - tam • • • NOKOh09, PL34274 Vb" Betw a L MILLER, FJG 2!28/08 J.J. 8 • • • • - • • • HR710 Half S a 11 4127-10 E P.E.@ 08706 PSE ITEM DWGW REVDESCRIPTION IVIAT'L PGT# 1 4102 A FLANGEFRAMEHEAD 6063-T6AL 612237 2 4025 SASH STOP STD. (ANT) LIFT CLIP 6063-T5 AL 612244 3 " #8 X 3/4 PH. PAN HEAD Qd1N.j 5116" AIR SPACE, 5116" LAMI 1/8°A, .090 PVB 1/8°A 7834AA 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL " 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 7 4137 SILLADAPTOR 6063-T6AL 1 64137 8 4131 IRQUEP TRACK 6063-T6 AL 64131 10 71298 1WEEPHOLECOVER POLYPROP. 71298 12 1626 ADHESIVE OPEN C12LL FOAM PAD 13/16" IAMI IG3/16°A 7PAD1626 13 4002 A FIANCEFRAMEJAMB 6063-T6AL 612225 14 4134 GASKEI'FOR MAIN FRAME SILL JOINT 1631 74134WIX 15 1 1155 #8 X 1.000 QUAD PN. SMS ST.ST.' 781PQA 16 4110 G SCREEN ADAPTOR 6063 -TS AL 6411OG 17 4054 B FIXEDMH UMORAIL 6063HD-T6AL 64054A 19 4066 WS7P..187 X .230 FIN SEAL 640660 21 4105 ISASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,250 X.270 BACK, FIN SEAL 616830- 23 225-1 ROLLERHOUSINO&GI]IDE 42112HD 24 226 BRASS ROLLERWHEELS BRASS 7BRWHU 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441M 32 4006 D SASHMEF INGRAIL 6063HS-T6AL 64006 33 1235 WSTP.,.170X.270BACK,FIN SEAL 67S16G 35 1096 SWEEPLATCH DIUCAST 71096 36 1016 #8 X.625 PIT. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -TS AL 1 64126 38 1683 WSTP.. 250 X.271 BAM FIN SEAL 616M 39 7070 BULB WEATHERSTRIP. IVX.275 67070K 40 LIFT RAIL COVER CAP 74078"C L OR R 41 4139 LF. FRAME HEAD 6063-T6 AL 64139 42 4140 ILF.FRAMBSILL 6063-T6AL 64140 43 1 4141 ITY. FRAMEJAMB I 6063-T6 AL 64141 50 1 1 GLAZING SWCANE, DOW 899, 995 OR UIVALENT 51 1 1224 IMNnOAZINGBEADBULDMUCK 6TP247W,K 52 1 1225 IVOMOAMGBEADBULB MW 6FP248K 53 1 4039 B (LAZING BEAD - 5/16" 6063-T5 AL 64039B 54 1 4044 B I aAZ]NGBEA D-5116" W/CRWULKIT 6063-T5 AL 644703 55 4222 A CRAZINGBEA.D-7/16" 6063-T5 AL 64222 56 985 C GLAZINGBEAD-7/16" W/CR2ILLKIT 6063-T5 AL 6985 59 4067 GLAZINGBEAD-13116° 1 6063-T5 AL 1 64067 60 GIASS, 5116" LAMI 1/8° A_090 PVB 118" A 61 5/16" LAMI 1/8- A, -090 PVB 1/8" HS 62 " 5116" LAMI (1/V J-lSp WA P483, /8- . . 63 1 j7/16-lAM1316'A,.09jPVHAfl66M • • 64 7/16" LAMI 3/lb° A,. 1 • • • 65 7/16" LAMI 3i1G HSR 690 PVA,Sll6" II'®1I DW(#J RLVj DESCRIPTION I MAT'L - PGT# 66 GLASS 13/16" LAMIIGI/8"A 3/S"AIRSPAC 5/16" LAMI 1/8"A .090PVB, 1/8"A 67 13/16" LAMI IGI/8"A 3/8" AIR SPACE, 5116" LAMI 1/8"A .090 PVB,1/8"HS 68 " . 13116" LAMI IGI/8"A IN. 3/8" AIR SPA 5/16" IAMI I/8"HS,.090 M IMES 69 " 13/16- LAMI 10-3/16"A Qd1N.j 5116" AIR SPACE, 5116" LAMI 1/8°A, .090 PVB 1/8°A 70 " 13116" LAMIIG3/16"A IN.), 5116" AIR SPACE,5116" IAMI 1/rA,.090 PVB, I/8" 71 " IY16" LAMIIaYI6"A (MIN. 5/16" AIRSPAM5/16" LAMI(I/rHS,.O90PVB 1/rHS 72 13/16" LAMI 10-118"A 1N. 114" AIR SPACE, 7/16" LAMI 3/16-A,.090 PW, 3/16"A 73 13116" IA MI IGI/8"A IN. 1/4" AIRSPACE 7/16" LAMI 3/16"A,.090PVB, 3/16"H 74 " 13116"LAMI IGI/8"A (MIN.1 ]/4°AIR SPACE, 7/16"LAMI 3/16"HS.090PVB,3/16"H3 75 13116" LAMI 10-3/16"A 3116" AIRSPACE" 7116" LAMI (3/16"A,.090 PVBj 3116"A 76 " 13/16" IAMIIG3/16"A(MIN.). 3/16" AIRSPACE, 7/16" LAMI(3/16" .090PVB,3/16"HS 77 " 13/16" IAMI IG3/16°A IN. 3/16" AIRSPA 7/16" IAMI 3/16"HS .090PVB, 3/16"HS 90 1014 SCREEN FRAME R. &)W 3105-H14 AL 91 1630 SCREEN C DRNERKEY W/RIiNG'S POLYPROP. 92 1631 SCREEN CORNIRKEYW/OUTRINCS POLYPROP. 93 1073 SCREEN SPRING ST.ST.' 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA, HARD EM PVC 96 SCREEN CLOTH 2784 .082 1.886 43 I.F. FRAME JAMB #4141,6063-T8 2.710 -] 2.624L== .082 49 LF. FRAME HEAD #4139,8083-T8 42 I.F. FRAME SILL #4140,8063-T8 r go (,gA36wpE6••• • • NOKOMIS.FL34278 TAS azsas • • • • • • P.o.BQX1828 ALUM. HORIZONTAL ROLLER WINDOW IMPACT • • • • • f NOK.0 FL 94274 1/(q($ly gem eawahaae an's eb o�uorx ae° • • • tna7o RTA76 11 4927-90 E PRODUCT RBVISBD a co"j*3 wuh ft Florida - 8opdwa Code A,".,rom,.-..,e" It, 0I LYNN `� �'� r' �?CENSF'' •.'P ' No. 68705 � '•, &TAT OF W: (�--.p4ORVOP. A LYNN'IIILLER P.E P.E.@ 89708 • • ••• • • • • • PRODUCT RBVISBD a co"j*3 wuh ft Florida - 8opdwa Code A,".,rom,.-..,e" It, 0I LYNN `� �'� r' �?CENSF'' •.'P ' No. 68705 � '•, &TAT OF W: (�--.p4ORVOP. A LYNN'IIILLER P.E P.E.@ 89708 062 1. 73 1 73 Imo -2.710 --►I 1.122 [----2.710 O FLANGE FRAME HEADO #41m8083 FLANGE FRAME SILL -Te #4136,8063-T8 --IpI--.o6z 061 .490 L�j .437r �-1.461 • I .46 2 SASH STOP #4026.6063-T5 O HORIZ. ROLLER TRACK • #4131,8063.76 062 1+1.349+1 21 SASH TOP & BOTTOM RAIL #4133,6063•T6 24 78 .082 � 1.187 1.081 32 SASH MTG. RAIL #4008% OOHS -T8 j oso 1 .050- -sJ78 —s71s 1.098 1 1.0w. �j T O GLAZING BEAL, 5/16" 55 CZLAZJWG BEAD 7/16" #40448 ' 000 i • • 404722A. 6063-T6 • • •• . . • • • • ••• •• •.• .. . .. • • • 1070 TECHNOLOGY DRIVE NOKOWS. FL 34278 • • • • PA. BQX 18' NOKOMI8, FL 34774 ••• • • • • ••• • • • • • • • • • • • • •--�{ 1.187 r— • W00 O FRAME SILL ADAPTER 04137,6003-T8 IT— .082 ..rj� 1+1.403-y 17 FIXED MEETING RAIL #4064B,6063HD-T8 2.126 1. 9 .082 II .291•►I 37 SASH SIDE RAIL #4128,6063-T6 i 1.116—jr ►1 GLAZING D. 7/16" J #9850,6063T6 (USED W/ GRILL KIT) O SASH STOP COVER #4053,6063-T6 I�—z.76a� T 1.383 .062 13 FLANGE FRAME JAMB #4002A. W6346 060 .878 1.08 3G 5/16" #40396,8083-T6 1_ oeo —1.097 58 GLAZING BEAD, 13/16" #4087,0083.76 IDOW, IMPACT WIG I Helf l 7 s 11. 1 412710 1 E PRODUCT R MSBD --plytag whh the Florida D00dhiscode =2!�p C �111NI1f177r1 _1\ "413 LYNN a ; ' ocil * ' No.58705 k.TAt)101?-��0 KA ZONA�L���;, ` 0. LYNNR, P.E P.F-#Gs 8 ANCHOR QUANTITIES, XOX (114-1/2-1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116" LAM) - (1/6"A,090, 1/rA) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 6116" LAMI - (1/9 A„090,1/9 HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5119 LAMI - (1/8" HS,.090,1/9 HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7119 LAMI - (3116" A,.090, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16- LAMI - (3116" A,.090, 3116" HS) F. 7/19 LAMI - (3119 H8,090,3116' HS) G. 13/19 LAMI IG-1/8.OR 3116" A (MIN.), 6116" OR 318" SPACE, 5/19 LAMI - (1/8" A,.090, lAr A) H.13/16" LAMI IG - 1/8" OR 3116" A (MIN.), 6/16" OR 318" SPACE, 5118" LAMI - (118" A,.090' lAr HS) I. 13116" LAMI IG -1/9 OR 3/18" A (MIN.), 6/18" OR 3/9 SPACE, 5/16" LAMI - (1/9 HS,.090,1/8" HS) J.13/1 S" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAM[ - (3/16" A,.090, 3116" A) K. 13118" LAMI IG -1Ar OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16" A,.090, 3H6" HS) L. 13/16" LAM[ IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3H(r HSASD, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 3/4" MAX. FROM CORNERS. JAMBS: W MAX. FROM CORNERS AND 221/2" MAX O.C. TABLE KEY* X O X 1+C3+4+C3+1 3 --ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. L� A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS V ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3- MIN. O.C. ANCHOR SPACING) 26 3/4"nm --11-+--3" MIN. g" X O X REP63.000 II PRODUCT R&v1SED MTG. RAIL, TYP. ascourPlyI46whhOwFlorida BvtldingCaht EXgMpLE CLUSTER W/ QTY. OF (3) ANCHORS A�6. (SHOWN IN TABLE KEY ABOVE)� \q 26 3/4" MAX. 1 1/2" TYP. 1 �I+-3" MIN. g-JREP. ``��` OPV LYNNLN X O X P��� •' 4\GENSF T _� *' No.58705 MTG. RAIL,TYP. _ EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS = o: 11 aa` '� TA E F S ANCHORAGE SPACING, 1/41!2-1/4 O� •• VJ ;,''' FtoR1oP..�' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT - !III 1 I f \ b �° °I- gyp°' A. LYNN P.E, HR740 NTS B m 11 4127-90 E P.11#68 s ANCHOR TYPE 2 &SUBSTRATE GLASS TYPES A,B.0 G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3; WOOD 2, CONC 1, CONC ZONES ZONES ZO S 2DNES ZONES WINDOW SIZE V H co vi m co HEAD & SILL HEAD & SILL HEAD & SILL m HEAD & SILL m HEAD & SILL HEAD & SILL -1 1 � 63.126 x 38.375 48.000 80.628 54.000 60.000j1+C2+1+C2+1 63.000 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+,1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+p+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(x+1 31+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+Cx+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3 60.000 x 38.376 48.000 50.626 64.000 60.D00 63.00D 1+C2+1+(2+1 2 1+Cx+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+{2+1 2 1+C2+1+C2+1 2 1+p+2+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+-C,1+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C8+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 74.000 x 38.376 48.000 60,625 64.000 60.000 63.000 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+0+2+C2+1 2 1+C2+2+C Z+1 2 1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+p+2+p+1 3 1+C2+2+(2+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+(2+2+C2+1 3 1+p+2+p+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+p+1 3 1+C3+2+C3+1 3 1+(2+2+C2+1 3 1+C3+2+p+1 3 84.000 x 38.375 48.000 50.628 64.000 00.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+CZ+1 3 1+C2+2+C2+1 3 1+p+3+p+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+(2+2+p+1 3 1+C3+3+C3+1 3 1+(x+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 1+02+2+0+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+p+2+p+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+Cx+2+Cx+1 3 1+C2+2+C2+1 3 1+p+2+p+1 3 1+C3+2+p+1 3 1+(2+2+C2+1 3 1+C4+3+C4+1 3 100.375 x 38.375 48.000 60626 SCOW 60.000 63.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 31+C2+2+C2+1 3 1+C3+3+C3+1 3 1+03+3+C3+1 31+C2+3+(2+1 3 1+C3+4+p+1 3 1+(2+3+(2+1 3 1+C2+2+02+1 3 1+p+3+p+1 3 1+p+3+p+1 3 1+03+3+p+1 3 1+C3+4+03+1 3 1+p+3+p+1 3 1+C2+2+C2+1 3 1+p+3+C3+1 3 1+C3+3+p+1 3 1+p+3+p+1 3 1+C4+4+C4+1 3 1+p+3+C3+1 31+C2+2+C2+1 31+C4+3+C4+1 31+C4+3+04+1 4 1+p+3+p+1 3 1+C4+4+04+1 3 1+p+3+p+•1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+3+04+1 4 1+C4+3+C4+1 3 1+C8+4+C8+1 3 111.000 x 38.376 48.000 60.628 64.000 60.000 63.000 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+(2+3+02+1 3 1+02+2+(2+1 3 1+p+3+C3+1 3 1+03+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 1+C2+3+C2+1 3 1+C2+&+ 1 1*C3�3+a3+ 3 +06+3•p4 4 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 1+C3+3+p+1 3 1+024kp2+1 3 1 C3++ 3 i+C!V- C3+1 1+C3+3+C3+1 311+04+4+C4+1 3 1+p+3+C3+1 3 1+C2+ +JA1 j 1 C43* +1 1 +C1+3,irA-i 1+C3+3+03+1 3 1 1+C4+4+C4+1 3 1+¢3+3+p+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+04+1 411+04+3+C4+1 3 1+CS+4+Cg+1 a name J.J. 7111 E NOCHANC3E7H/BSHEET • O auv»lo rose eReo • 98FTNOT& • • - C UPOA7E'T 4 V W;CH0MCAP. AW.. Oalm • • • • • • J.,L 3f2 m . . • �cNNOLa3Y �No odas.Ft 34z>e • No. SQx 7628 •NOMMIS. FL 34274 • �_ ; JJZ erdwtil FJL 4/98/87 . S FJi 2y28/86 1/(pWbly 8g� • ANCHOR TYPE 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATEI ZONES ZONES ZONES ZONES ZONES ZONES co WINDOW SIZE HEAD & SILLS HEADHEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL W v li R 48.000x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 48.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 60.025 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 54.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 60.000 1+C2+1+C2+1 3 1+C2+1+(2+1 3 T+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 i63.126x 36.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 50.826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 64.000 1+C2+1+C2+9 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 63.000 1+C2+9+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+7 3 1+02+1+C2+1 3 1+C3+1+C3+1 x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+(2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 60.626 1+02+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 S i+C2+1+C2+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+CS++1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 03.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+09+1+C3+1 3 x38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+G2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 50.826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 64.000 1+Cd+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+13+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 50.625 1+Cx+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 03.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 x38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 SOVS 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C$+1+(3+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+c3+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C;3+1 3 1+03+1+03+1 4 1+C3+1+C3+1 3 1+i3+1+C3+1 3 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+(3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 x 38.378 1+C2+1+C2+1 2 1+C3+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+Ctrl T+ + +1 � 1*C2i1+ 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 00.625 1+C2+1+C2+1 3 1+C2+1iG2+1 3 1+•2+1+G2�+1 a 140C2#I + 1+t2+1+02+1 3 1+p+1+p+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+ + 3+ Cy1 & 1.03.1+06+1 3 t+C2+1+C2+1 3 1+C3+1+C3+1 3 60.1100 1+C2+1+(3+1 3 1+C2+1+CL+1 14E3+1+ 1 3 +C3 1 1 1+C3+1+C3+1 3 1+C4+1+C4+1 4 83.000 1+C3+1+C3+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 D ADDED IG CAi 708E 7E1MpERED + NO • �iuOSOM, Fi 3'4275 C UPDA7ETABAE6A8EI.WAl U1!TO •; to 139x I= �e m8/06 H�ItoQ.FL34274 J. L 3P1 • • • • ••• • • • • ••• • • NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 412 STEEL SCREWS (G6) 2. GLASS TYPES: A 6118° LAMI - (1/8" A,090, Ifir A) FOR INSTALLATION IN THEHVHZ ABOVE B. 5/10° LAMI - (1!8° A .090,1!8° HS) FT, GLASS TYPES b - L $HALL HAVE A C. 6118" LAMI - (1/8" HS„080,118" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 711W LAMI - (3/18"A,.090, 3118"A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18" LAMI (3116" A,.090, 3110" HS) F. 7/18" LAMI (3116" HS,.09D, 3/18" HS) G. 13116" LAMI IG -118" OR 3118" A (MIK), 6/18" OR 318" SPACE, 6118" LAMI - (1/8° A,.090,1/8" A) H. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 6/18" OR 318" SPACE, 6118" LAMI - (118" .0,.090,1/8" HS) I. 13!18" LAMI IG -1/8" OR 3/18" A (MIN.), 6116" OR 3/8" SPACE, 6/18" LAMI - (118" HS,.090,118" HS) J.13/18" LAMI IG -1/8" OR 3M6" A (MIN.), 3/18" OR 1/4" SPACE, 7/18" LAMI : (3118" A,.080, 3118" A) K.13/16" LAW IG -118" OR 3/18" A (MIN.), 3118" OR 1/4" SPACE, 7118" LAW - (3118" A,.080, 3118" HS) L. 13118" LAMI IG -118" OR 3/18" A (MIN.), 3118" OR 114" SPACE, 7/18" LAMI - (3118" HSASD, 311(" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL* 10 112"MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314" MAX. FROM CORNERS JAMBS: V MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: A O A H1+C3+1+C3+1 3 �-ANCHOR QUANTITY PER JAMB EAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FDCED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 314" MAX. -►� ) -3" MIN. 9'REF. X O X_ I - - PRODUCTREVISED MTG. RAIL. TYP. a9 wmAyingv tih,dc+ROride EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORSnN (SHOWN IN TABLE KEY ABOVE) 25 314" MAX. -►�� 1 112" TYP. 9" REF. X O X `aONy LYNN '' �lcerosF'•., ` * ' No. 58705 MTG. RAIL, TYP. = EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS r. ANCHORAGE SPACING XOX 1/3-913-113 '�'�FS; : io I- ALUM. HORIZONTAL ROLLER WINDOW, IMPACTSZONAL %� emc eaeee m"rmae. kR A LVH, Hum P.M710 NTS s - 11 4127-10 E P.Ev am ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 (VOTES: 1. AR9i'PEB 1 -1/4° ELCO 7APCON 2 - 1/4" ELCO SS4 CRETE -FLEX 3 • #12 STEEL SCREWS (G5) 2. D A. 6118° LAMI - (1/8° A,.090;1/6" A FOR INSTALLATION IN THE HVHZ ABOVE 30 ) FT. GLASS TYPES G- L SHALL HAVE A C. 5/16° LAW - (1/8" HS,.090, VW HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7118° LAMI - (3118° A,.090, 3118" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18° LAMI - (3/18" A,.090, 3118° HS) F. 7/18° LAM[ - (3MW HS,A90, 3118° HS) G.13/16" LAMI IG -11W OR 3118° A (MIN.), 6118° OR 318" SPACE, 6118° LAMI - (1/8-A..080. 1fir A) H. 13/18° LAMI IG -1/S" OR 3M6" A (MIN.), 6/96° OR 31W SPACE, 5118° LAMI - (1/8-A,.090, lir HS) 1. 13/18° LAMI IG -1/8" OR 3116'A (MIN.), 6/18" OR 318° SPACE, 6118° LAMI - (1!8° HS,.080. lAr HS) J. 13/18° LAM[ IG -1/8" OR,3/18" A (MIN.). 3116° OR 1!4" SPACE, 7116" LAMI - (3118" A,.090, 311(" A) K.13/18° LAMI IG -1/8" OR 3118° A (MIN.), 3118° OR Or SPACE, 7/18° LAMI - (3118° A„090, 3116° H8) L. 13116° LAMI IG -1/8" OR 3118° A (MIN.), 3118" OR 114° SPACE, 7118° LAMI - {3/1(° HS,.090, 3118" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 16 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX O.C. TABLE KEY: O X_ 2+C3+2 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES NCHORS A CLUSTER OF THE MEETING CENTERED ON THE, MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) 314" MAX. -.{ 1--3- MIN. 9"REF. T_� 0 PRODUCrREVISED MTG. RAIL avomvplybngwwiweFlorlda Avtl pumbl EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS n��p�m��� � (SHOWN IN TABLE KEY ABOVE) lb ntimult aa, 18314" MAX 10 TYP. 9° REF, ���OX X ��` ���''............IC•.�Fp'% �r :' = No. 58705 �0 _ * r EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS = u '_ !7. r W SPACING OXANDXOWINDOWS sTA F lV ra, ' � s <OglOp.•' �i ''••........• - AL(IK HORIZONTAL ROLLER WINDOW, IMPACT �'�.`,s,IaNAt ged a °"®�•^m xe" a LYt� tev10 NiS 1O a 11 4127.90 1E REA6870 ANCHOR TYPE & SUBSTRATE GLASS TYPE ,G,H GLASS TYPES C,D,E,F,LJ,K, L 2,3, WOOD 2, CONC , CONC-N,2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V m �_ m m �_ m _� ao �_ m _� ot! y m Q ( y Q N to 06 W aI �t1 otl 37.000 X 38.376 48.000 60.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+ 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 i+ 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 W+C2+l 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.376 48.000 60.625 54.000 60.000 63.000 1+C2+1 2 1+(2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 33.126 x 38.378 48.000 60.$2$ 64.000 60.000 63.000 1 2 1+C2+1 2 +C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+ 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+9 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.376 48.000 50.826 64.000 60.000 8.3.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 318 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+04+2 4 88.000 x 38.375 48.000 60.625 64.000 80.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+02+2 3 2+02+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+21 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+q+2 3 2+03+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+q+1 3 2+C4+2 A 2+C3+2 4 1+C3+1, 3 2+C4+2 4 4.00 38.375 48 0 50.625 64. 00 80.000 63.000 aft-'•. J.J. 10117/11 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+ +2 4 +C2+2 3 2+C3+2 4 2+C3+2 4 2+q;+ 4 CCB+ 4. 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+( 3 Ca+ 4. 2tC3 4 +C3+2 3 2+C4+2 4 2+C3+2 4 1+ + 3• + 4 + 2 5• +C3+2 3 2+C4+2 4G' 2+C3+2 4 1+C3+1 3 2+C4+2 a 2+C4+2 5 2+C3+2 . a 2+C4+2 5 ERKWW.xm KOCHANOETM88HEEr MYDRWANCHORAGE D ADDEOlO TOREam •3J�T N• a - • • � •N�00.boM�is�, Fl. c gKirABLEM A's u vI TQNVDHOJiGAPrfDr : vo.epx+ a,m • • • • • • • iaoi ., FL 8a27a y ,{y Jr 3/29/08 • • • J.R. B/EON1 fJc' 4H6/07 a- ex avw F.K. ?I2s/oB ••• • • • ••• • MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 e - s' e ••; ; NOTE 1 MAXX. SHIM WOOD ANCHOR, NOTE 2 1w MIN. 1 /4" SHIM I� 114" MAX. SHIM WOOD CONCRETE CH DETAIL B NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 318" MIN. OR 1/4"SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DARE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH ` #12 TRIMFIT HEAD. 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, (1.5 KSI CMU) OR PER OTE 1 (3A KSI CONCRETE) NOTE 2 NOTE 1 13/4" EXTERIOR INT!—�� J d •MIN. E.D (H & SILL DETAILS A, B. C. D. 0 & H) TYP. 2x WOOD BUCK. NOTE 3 1x WOOD BUCK, NOTE SEE NAILINI DETAIL E DETAIL F INTERIOR (JAMB DETAILS R F & I) TYPICAL FLANGE FRAME JAMB SECTIONS OR CONCRETE WOOD ANCHOR, NOTE1� ` NOTE2R S NAILII DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2112" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & 1. DETAIL G (SILL) SEE NAILING DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS • •• 1 CHNOLOflY DRNE ."."„v... .v�...�.....w ✓ • • • • • •NO bt18, F1342T8VER r • ALUM. HORIZONTAL ROLI 17 • M. epx 16m 4N0AMI&FL3W4 1//ai Dem• eav�” — • • • • • • • HRr10 Haff 11 . 11 • PRODUCTRBVISBD ea oomN9Na W{III Ih¢ morida 83naulscaa4 0 Acceptancallo I,4 vi on p Mlmil cl Comm 'z''�Y si LYNN +y, /iii ��Qc1�: �CENSF•.F.p/i ` * ' No. 58705 * J -�. sr:ti �� >L.: /++r Iltttl A. LYNN TIER. P.E P.E. ass 1/4" 1/4" MAX. LFSHIM MAX. S-� HIM " NO 1 ' e 143/4" MIN. MIN. 3.4 KS E.D. TYP. rxtVOb� • • • i., ..: •::.� . s w • CONCRETE i • DETAIL C • BUCK, • • • j� I • TYPICAL FLANGMAit 911-1- SECTIONS S NAILII DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2112" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & 1. DETAIL G (SILL) SEE NAILING DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS • •• 1 CHNOLOflY DRNE ."."„v... .v�...�.....w ✓ • • • • • •NO bt18, F1342T8VER r • ALUM. HORIZONTAL ROLI 17 • M. epx 16m 4N0AMI&FL3W4 1//ai Dem• eav�” — • • • • • • • HRr10 Haff 11 . 11 • PRODUCTRBVISBD ea oomN9Na W{III Ih¢ morida 83naulscaa4 0 Acceptancallo I,4 vi on p Mlmil cl Comm 'z''�Y si LYNN +y, /iii ��Qc1�: �CENSF•.F.p/i ` * ' No. 58705 * J -�. sr:ti �� >L.: /++r Iltttl A. LYNN TIER. P.E P.E. ass MIAil11-DADS COUNTY PRODUCT CONTROL SECTION 11805 SN 26 Street, Room 208 DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)31.5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) iiyw.miamidade.eov/economy Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade Count),) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs nater ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miauri-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 6 666 change in the applicable building code negatively affecting the performance of this product. • 0 4 0 • • TERMINATION of this NOA will occur after the expiration date or if there has been a revislor3 br thang a in 11w materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseEt ow -of any • • • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Feiltne 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, Florid+*rel follo%wA b the expiration date may be displayed in advertising literature. If any portion of the NOA is diagl4,e14, theni442 be done in its entirety. :80:0: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer dr its dl'stribufas • • and shall be available for 'section at the job site at the request of the Building Official. 4 • 0000 rs NOA renews NOA # 12-0208, consists of this page l and evidence pages E- 1, as welt as approvA: document men cone a ove. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. rtrarr�oAra€ cou�rrr 1� 0 0� NOA No. 14-0303.09 Expiration Date: June 10, 2019 Approval Date: May 15, 2014 Page 1 609406 9 666499 494944 99446 6666. 6666.. 6 9 669499 604699 6 9 Eurotech Lrdustries, Inc. A. 1:31 C. �� E. F. G. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS I. Manufacturer's die drawings and sections (Submitted under files #12-0208.03/#09-0310.05) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. TESTS (Submitted under files #12-0208.03/#09-0310.05) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Enginee'r'ing Testing Inc., Test Report No(s). HETI- 08-20.21, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 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) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thni 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed &sealed by Rafael E. Droz-Seda, P.E. CALCULATIONS (Submitted under file #12-0208.03) 1. Anchor Calculations and structural analysis, dated 02/01/2012, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies -v/ ASTMS -1300-02 & -04 QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 Plus", expiring on 11/14/17. • 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Jne. for their `OsAnt Butacite PVB interlayer', expiring on 12/11/16. 0 0 6 • 000000 STATEMENTS • • • ; • 6 '' 1. Statement letter of conformance to FBC 2010, prepared by Al Farooq Corporation:Ta�ed 02/1.412514, signed and sealed by Javad Ahmad, P.E. . 0000 • ; *00* 2. Statement letter of conformance to FBC 2010 & no financial interest, prepared bx AUgtooq .... Corporation, dated 01/25/12, signed and sealed by Javad Alimad, P.E. (Submitte(LvAJof file #11- • • 6 0208.03). • 3. Statement letter dated 02/14/14, issued by EuroTech for renewal with "No Change". • 4. Lab compliance as part of the above referenced test report.6 ' • 0000 Oi'HER • • • 1. This NOA renews NOA # 12-0208.03, expiring on June 10, 2014. 2. Test proposal # 07-3527 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Exanihier NOA No. 14-0303.09 Expiration Date: June 10, 2019 Approval Date: May 15, 2011 E-1 . 0666 0000.. 0000.. 0000.. 0000. 60666 0.600. 0000.. ..000. _ � n 11 (2) ADDL ANCHORS ----- ---- '----- �--__==---___- _�- I I 11 1 1� II \ AT 3' O.C. AT MTG. STILE ENDS_ Ij II I - 42' REO. FOR WOOD OR II SEE SEf✓ARATE NOA II I i FRAME WIDTH II FOR II I FORRATING' WOOD BUCK INSTALLATIONS '(�SOM I Ijl DETAILS ii i j i3' MAIL / ii ^- ONLY HEAD/SILL O DOOR HINGES -_-_-_-_-----_:T I1 g. MAX. SURFACE APPUED FALSE MUNTINS FOR QUANTITIES 7--.-- - I I H RNERS A MAY BE USED & CAPACITY __ -- II CE D C iI1F SEE SEPARATE NOA % ACJWE FOR SIDELITE RATING AND DETAILS LFAF M I IF _______--___. )OR HINGESJ :E SHEET 2 QUANTITIES & CAPACITY 31 3/4' D.L OPG. M 38 1/8, ALUMINUM OUTSIY(NNG ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI -RADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULUON IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • 000 • • • • • • • LWOOD OADS TOOTHE BY THEIRS MUST 8F ANCHORED: ROP�ER�Y 0 T$NV, ERS ANCHORS SHALL BE AS LISTED. SPACID.AS AQiWN•ON4DETNLS/ANSHOi • EMBEDMENT TO BASE MATERIAL SHj%LO El"IfiD WAILSORESONG A C(�3. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF AJCHO% #O WOOD ONLY. • MATERIALS INCLUDING BUT NOT MITED T0•STEEL/MQTAL%CRE%e THAT • COME INTO CONTACT WITH OTHESpI�SIMILM MATERIdlS 'MEET =HE • • • REQUIREMENTS OF THE FLORIDA j9LDl;. CODE SEOT1010 2 3. 4. • • • • • MINA -DARE COUNTY) APPROVED MULLION SEE SEPARATE NOA TYPICAL ELEVATIONS n � 11 , I� I ACtIVE LEI 11 N=4 -� ..fffly \ II �I I I ---"T 20' D.L. OPO. 36 3/8' 75 3/4' S' PAMUCT WO THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 29' DZ—0 36 3/ YFQiBGV ■EVTFAA INK= �. pNipRe, ". t2-o?AS•o3 Wo,*. Q1 //, ,- I' S drOWing no. W04-01 � n 11 11 1 1� II \ -_-_ = iiI IN-AJj!FIVE \\ LEIIF 'I I I/ / ii ^- �� n PAMUCT WO THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 29' DZ—0 36 3/ YFQiBGV ■EVTFAA INK= �. pNipRe, ". t2-o?AS•o3 Wo,*. Q1 //, ,- I' S drOWing no. W04-01 LOCKS SINGLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38' FROM BOTTOM, KEY.OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-i/4' LONG ATTACHED WITH (2) @6 X 3/4' SMS HINGES SINGLE DOORS: TWO-HMDED COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (b) PER LEAF AT 8", 12', 35', 63-1/2' AND 92-1/2" FROM TOP OF DOOR • • • DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS .TYPE 'B' WIDTH HEIGHT EXT. (+) INT. (-) 2/8 3/0 3/3, 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 7/0 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 8/0 1 100.0 140.0 100.0 140.0 r I W O 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LACKS SINGLE DOORS: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 802181 ATTACHED WITH (4) #10 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38" FROM BCTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-1/4" LONG ATTACHED WITH (2) 88 X 3/4' SMS HINGES SINGLE DOORS: TWG-HANDED COMB KING •P $D••��AALLUMI(ZUM 8006108006102 • • I" #T ,'r'0 ANO 1/0 �OR9 3.8"tVND•28-6/86 MeA • 4P BOTTOM, ONE 71T LIROSP" 3 •(l) PERNIAF AT•B/8 CORS AT 3", 9' AND 26-3/8" FROM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEICHT EXT. (+) INT. (-) 5/0 75.0 75.0 ERD08 6/8 6/4 75.0 76.0 5/0 75.0 75.0 ER012 7/0 6/4 75.0 73.0 5/0 75.0 75.0 VZ1558 8/1 6/4 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE MATER INFILTRATION RESISTANCE IS REQUIRED. mm 6 PART 0 BEQD. DESCRIPTION MATERIAL MANF./SUPPLIF.R/MARX8 1 ERD08 AS REQD. DOOR FRAME 6083-T8 - 2 ER012 -AS REOD. DOOR LEAF 6083-T8 3 VZ1558 1/ LEAF DOOR BASE BOARD 6083-T8 4 VZ -1483 I/ DOOR FRAME SILL 6083 -TB 5 - i/ ODOR SILL BASE 8083 -TB - 8 VZ -1481 AS REOD. ASTRAGAL STILE 6063-T8 - 7 VZ -1538 4/ LEAF GLAZING BEAD 8063 -TB - 8 2801 AS REOD. GLAZING OASKEr EPDM OUROMETER 75*3 SHORE A 10 1001/50 1/ CORNER CORNER KEY AIULUNUAI MONIICELlO II OOBOOX 4/ LEAF MINCES ALUMINUM GIESSE 12 ®10 X 3/8"_[__4/ HINGE HINGE INSTALLATION SCREWS PH MACWNE SCREWS 13 - AS REOD, BULB W'STRIPPNG - - 14 /10 z 2' AS REOD. ASSEMBLY SCREWS - HH SELF DRILLING 16 #12 X 1-I/4 FRAME ASSEMBLY SCREWS SMS LACKS DOUBLE DOORS: ACM LEAF: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #8 X 1-1/2" SMS, 3 POINT LACK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR, INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PMT 502168 ATTACHED WITH (4) B8 X 1-1/2" SMS. BINGES DOUBLE DOORS: TWO-HANDED COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 67, 12", 35', 83-1/2' AND 92-1/2" FROM TOP OF DOOR • • • NOTE: TOP AD tOTTIM FLUSH BOLTS MUST BE • • • • ENGIICY QRq PERIODS OF HURRICANE WARNING. HEAT STREN'D GLASS INTERLAYER RE PV8 BY 'DUPONT' 5/16" HEAT STREN'D GLASS F SILICONE JGE SCS 2800 ILOLAZE 0 m U o FFF333 8 � B" HEAT STREN'D CLASS .100" INTERLAYER SENTRYCLAS 13Y 'DUPONT' ,3/16' HEAT STREN'D GLASS GLASS TYPE 'A' GLASS TYPE 'B' LAZING OPTIONS PaA3Ducs wol> PRODUCt 3E141it v 1A "01104108 Witt, the heet moat no, 12--r; ZO •'�� Batons Code B frALp,A q- ` Axein.uaN• G3o3,t;� Uu� gsPi>nttMa bse.�i ls€.4 � NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 HLA PE BB 70592 C.A.N. 3x39 EBB ,11201 o n Xi drawing W04-01 00 see HEAT STREN'D GLASS INTERLAYER RE PV8 BY 'DUPONT' 5/16" HEAT STREN'D GLASS F SILICONE JGE SCS 2800 ILOLAZE 0 m U o FFF333 8 � B" HEAT STREN'D CLASS .100" INTERLAYER SENTRYCLAS 13Y 'DUPONT' ,3/16' HEAT STREN'D GLASS GLASS TYPE 'A' GLASS TYPE 'B' LAZING OPTIONS PaA3Ducs wol> PRODUCt 3E141it v 1A "01104108 Witt, the heet moat no, 12--r; ZO •'�� Batons Code B frALp,A q- ` Axein.uaN• G3o3,t;� Uu� gsPi>nttMa bse.�i ls€.4 � NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 HLA PE BB 70592 C.A.N. 3x39 EBB ,11201 o n Xi drawing W04-01 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING n E • E QST. ° f 08 X 1/2" S 3" FROM ENDS TYPICAL ANCHORS 4%GOD BUCK `"FOE ELEVATIONS A R SPACING WINME-11- 000 r AND 10" O.C. MAX. (4) 012 X 1" SMS AT 2" O.C. MAX. AT CENTER OF SILL • @AE a • • • d)•Ca • • • eNL • • • • • • • • • • • • • • • • ••• • • TYPICAL 1¢i WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. YE!IrAl. AbjV,1jD2.jL SEE ELEV. FOR SPACING u=177 KSI, Fya155 KSI) INTO 28 S WOOD STRUCTURES 1-3/8' MIN. OOD RU 1 B BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIREC PRODUCT48ti89jiRD 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 00 meempyl�satt�tlMl�ld1 Aj;ghry,,�•,-(4�-�G3C�.;G`�1 ,$14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) gl��p INTO MIAMI-DADE COUNTY APPROVED MULLIONS S(°v f.(l SL. INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN,) ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL ESE DISTANCE DUCYAEVI�'A INTO CONCRETE AND MASONRY = 2-1/2' MIN. FRO DUCT INTO WOOD STRUCTURE - 1' MIN. CAN INTO METAL STRUCTURE = 3/4" MIN. all�k•Wos!•• CONCRETE AT HEAD, SILL OR JAMBS f'c m 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. EAgr. JACPA V AHWO 2 F��� 012012 n_ 2 4 j Ld zn N� U^fi w o C, owz235 avtf 01 TYPICAL ANCHORS • • • • `} • � • • • • • • SEE ELEV. FOR SPACING • � • • • • • • • • • • • • • • • • • • • • ••• • • TYPICAL 1¢i WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. YE!IrAl. AbjV,1jD2.jL SEE ELEV. FOR SPACING u=177 KSI, Fya155 KSI) INTO 28 S WOOD STRUCTURES 1-3/8' MIN. OOD RU 1 B BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIREC PRODUCT48ti89jiRD 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 00 meempyl�satt�tlMl�ld1 Aj;ghry,,�•,-(4�-�G3C�.;G`�1 ,$14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) gl��p INTO MIAMI-DADE COUNTY APPROVED MULLIONS S(°v f.(l SL. INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN,) ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL ESE DISTANCE DUCYAEVI�'A INTO CONCRETE AND MASONRY = 2-1/2' MIN. FRO DUCT INTO WOOD STRUCTURE - 1' MIN. CAN INTO METAL STRUCTURE = 3/4" MIN. all�k•Wos!•• CONCRETE AT HEAD, SILL OR JAMBS f'c m 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. EAgr. JACPA V AHWO 2 F��� 012012 n_ 2 4 j Ld zn N� U^fi w o C, owz235 avtf 01 I.. 1/4" MAX.- Z 1/4" MAX.'r SHIM SPACE 1/4" MAX. Q SHIVA 1f SHIM e O b O METAL (2) ®8 X 3/4;' © STRUCTURE Q tJ .. 1 SS TYPICAL ANCHORS OR WOOD BUC1 ACTIVE LEAF oR SPACING WOOD srRucT Q kCC h 13 3 IL TYPICAL ANCHORS 001 S S BIG ELEV. . 7 .9 FOR PAC 1 EXTERIOR 1a 11 2 Y D.OP 13 SERE E ANCHORS n PRODUk;T.}£T4BIYCM ZI FOR SPACING Z X LEAF MOTH wpbAaC gw11D Mt.1 Otbl Qpg FRAME WIDTHoh � l e2v Gy W (! M w t+l r1 SINGLE DOOR t i� `� M M IAM --D D MULLION SEE SEPARATE NOp E Z F 1/4` MAX. SHIM lay 5 U L4 �i ^ II II WOOD BUCK _____________ Q Z� SEE SEPARATE NOP. n i ACTIVE LEAF N FOR SIDELITE +I I INACTIVE LEAF RATING AND DETAILS p j i 8 - Ih 1 13 18 >e, TYPICAL ANCHORS O O SEE ELEV. 12•. FOR SPACINGS i3 D.L.O. P It 2 � EXTERIOR .` , . • . D.L. OPG. WSJ5 X 3/4' LEAF WIDTH O 9q LEAF WIDTH ••.••• • • • • • •• amu • • • FRAME WIDTH O • • • • • • • • • • • DOUBLE D00$ ° • • • • • • • • • Ong, JAVAD ANfdAD • • • • • • • • • • • • CIVIL PupUUCF REVTSpP FLA. PE § 15.2 5 M 8s pbwaxm ee l� CAN: 3538 e. VE ram • sheat 4of 5 ••• • • • • • • • • • • • • 0 DOOR FRAME Col DOOR LEAF Q DOOR BASE BOARD 9 t3s� a.4oa .088t 7 7.76 ,083 6 .871 —� TLI.772•-=I .744 Sgt FRAME SILL i 6 i i :,s l ISPLE • 2.000 • • • • • • • .Ol�) 1.000 ,004 .846 .� 6 • • • • • i • • •t.zdi � i i SILL BASE • i • • • • • tGLAZINE eAAD* • P"DucrAvlafto "wptytad "h tot rkdo. FCA PE B Y089a CAN. 3836 F. B�1; 2012 r"Quvcr xsvtslsu =_�fag�vw v xt* tM ite�Ar. Aeewp6aeecN.12•620 •.o tj [pkatNs 91� r.He ziif$� d •q� D q Avowing no. WQ4-01 sheat 5 of 5 -)l • •♦ •: ee• ie •• •s• P"DucrAvlafto "wptytad "h tot rkdo. FCA PE B Y089a CAN. 3836 F. B�1; 2012 r"Quvcr xsvtslsu =_�fag�vw v xt* tM ite�Ar. Aeewp6aeecN.12•620 •.o tj [pkatNs 91� r.He ziif$� d •q� D q Avowing no. WQ4-01 sheat 5 of 5 -)l MIAMI- ADE MIAMI—DADS COUNTY, FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wv"v.miamidade,gov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series KSGD 770" Aluminum Sliding Glass Doors w / wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SGD -- LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Egress operable doors must comply with minimum clearance width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there. AM been no change in the applicable building code negatively affecting the performance of this.produst. 0060 TERMINATION of this NOA will occur after the expiration date or if there has beea,a revision bla lh;Age in the materials, use, and/ or manufacture of the product or process, Misuse of this NQA &@-an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate -this NOQt Fatllire to comply with any section of this NOA shall be cause for termination and removal of MM • • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade *4ogt1ty, FlotidA..and followed by the expiration date may be displayed in advertising literature. If any Wj%iap.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 thin w1wfactul'er or its distributors and shall be availabl s ection at the job site at the request of the Buiidi ig Official.: e 0 This NOA revises NOA N 11-1018.1 d consists of this page 1 and evidence pages E—t and E 2, as well as approval document men ion a ove. The submitted documentation was reviewed by Jaime D. Gascon, P. E. r OE , rq MIAMI DADS COUNTY NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 Page l PGT Industries, , Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0002 Rev. C2, titled "Series 770 AIuminum SGD - LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last. revised on 01/23/14, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 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, 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. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, perFBC, 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, 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-59809 FTL-5993, FTL-6036, YF"001, FTL60141 FTL--�G015, FT"0171 FT"023, • FTL-6-- 024, FT"025, FTL-6028, FTL-6031, FTL---6033 and FTL-6036, all dated 08/10/09, signed, and sealed by Julio Gonzales, P. E. Note: The test reports No.'s FTL-5980, FTL-6001 and FTL-6015 have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales A E. (Submitted under previous NOA No. 09-0826.10) •, • • . • • • 0 . 0000.. .. . C. CALCULATIONS .....0 . 1. Anchor verification calculations and structural analysis, complyu'tg •�tiith FBC Za10, prepared by manufacture, dated 01/24/14, signed and sealed by Lnt31ltiilei, P. 2. Glazing complies with ASTM E1300-09 • 0000 0000 0000.. 0000.. • •_0000.. 0000 00*0 I Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-1 .000.0 .0000. 0..00'. . 08.00 00000 000000 0000.. ...... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButacitcO PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued.to E.I. 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 and complying with FBC 2010, issued by manufacture, dated 01124/14, signed and sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7554, issued by Fenestration Testing Laboratory, Inc., dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. 4. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-5980, FTI --5993, FT"036, FTL-60019 FT"014, FTL-6015, FT"017, FTL•-6023, FTL-6024, FTL-60259 FTL-6028, FT"031, FTL-6033 and FTL-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. 09-0826.10) 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0826.10) OTHERS 000000 L Notice of Acceptance No. 11-1018.14, issued to PGT Industries,.W. for the)164eries "SGD 770 Aluminum Sliding Glass Doors tiv/ wo Reinforceip@ut'; applovW on 12/01/11 and expiring on 02/17/15. 00000 00 E-2 0000 0000.. 0000 0000.. 0000 0000 0000.. . 6 . . 6066 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 0000.. 0000.. .0000. 0000. 0000. 0000.. 000.0. .0600. GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR NOA DRAWING MAP DESIGN PRESSURE CHART 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET GLASS STRENGTHS- T=TEMPERED HS- HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON INTERLAYER TYPES - SGP - .090 DUPONT SENTRY GLAS PLUS DBPVB =.080 DUPONT BUTACITE PVB GENERAL NOTES.............1 G3 - 7110" LAMINATED: (2) LITES OF 3118" HS GLASS WITH AN .090 DBPVB INTERLAYER SHEETS 7, 8 & 9 QUALIFIED CONFIG..:.-....2-4 G4 - 7/18" LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .080 SGP INTERLAYER. GLAZING rAILS ............ 5-6 G3A- 9118" LAMINATED: (2) LITES OF 1/4' HS GLASS WITH AN .M DBPVB INTERLAYER ANCHORAGE .................. „.7-16 G4A - 9116" LAMINATED: (2) LITES OF 114' HS GLASS WITH AN .090 SGP INTERLAYER DESIGN PRESSURES 7-9 G6 -1" LAMINATED I.G. 3/16' T EXT. CAP+ 3/8' AIRSPACE + 7/18" LAMINATED: (2) LITES OF 3116' HS GLASS WITH AN .090 DBPVB INTERLAYER ELEVATIONS ............. ....... 16-10 GS -1' LAMINATED I.G. 3118" T EXT. CAP + 318" AIR SPACE + 7116' LAMINATED: (2) LITES OF NIS" HS GLASS WITH AN .090 SOP INTERLAYER CONFIGURATIONS .......... 17 GOA -1" LAMINATED I.G. 1/4' T EXT. CAP + 6118" AIR SPACE + 7116' LAMINATED: (2) LITES OF 3116" Iia GLASS WITH AN .080 DSPVB INTERLAYER GM -1" LAMINATED I.G. 11C T EXT. CAP + EMS" AIR SPACE + 7118" LAMINATED: (2) LITES OF 3116" _HS GLASS WITH AN .090 SOP INTERLAYER VERT. SECTIONS............ -18 07.7110' LAMINATED: (2) LITES OF 3118" ANN GLASS WITH AN .090 SGP INTERLAYER. HORIZ. SECTIONS ............ 19-20 G7A - OMW LAMINATED: (2) LITES OF 114" ANN GLASS NTH AN .090 SGP INTERLAYER PARTS LIST ....................... 21 08 -1" LAMINATED I.G. 3118' T EXT. CAP + 318" AIR SPACE + 7/1 S" LAMINATED- (2) UOF 3116" ANN GLASS WITH AN .090 SGP INTERLAYER EXTRUSIONS ................... 2223 GSA -1" LAMINATED 1.0.114' T EXT. CAP + 6/16' AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3116" ANN GLASS WITH AN .090 SGP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 331/3% STRESS 04CREASE 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 FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 16. 4. SHUTTERS ARE NOT REQUIRED. S. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. C2 S. REFERENCES: Q TEST REPORTS FTL-6980, FTL-6983, FTL-6001, FTL-8014; FTL-6016, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6026, FTL-8028, FlL-6031, FTL-6033 AND FTL-8038 DATED 817108, FTL-7654 DATED 11101113. ELCO TEXTRON NOA: 07-0425.01,03-0225.05, ANSUAF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 8. CONFIGURATIONSI SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 24). A. D.L.O. WIDTH -PANEL WIDTH - T B. D.L.O. HEIGHT -PANEL HEIGHT - 82&' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13-16: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" OR 6116" ULTRACON (FORMERLY TAPCON) CONCRETE SCREWS OR 114" ELCO S34 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G6). 1/4" ELCO SS4 CRETE -FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD} 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1112* THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 1/8" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 012 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3; SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX IW SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete,. I UnGroulad CMU I Greulad CMU Ultreton 00 ego 0 0 Iia. to" Elco Ultreaon • PrV c orT nail 1 P-Haok mounting Adapter (Anchor Sheer) • • • Wnt4le • 0 C•out•14tMU 10 Contrera I Grouted CMU type Die. Min. b. I . . Ed . 6nb. Min. W Min. 6nb. Min. Ed Oto Uitreeon 2 1f2 1 3�4 21/2 1314 2 112 1314 1 114 Elco Crete-Fle:884 U4" 1 314 1 2 112 1 Not Recmhmrertded 1 1 314 2 112 Nol Recommended -7664 O NOKOMT81 FL 34275 •• • • •• • e • • • P.O.BgxIm ,a. N0X0Ml5,FL34274 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Concrete Strength Requirements Type Iia. to" Elco Ultreaon 114" 2700 psi 6118" 3500 pal EIto Crote-Flex 864 114" 3350 pal Detlnitons: EMb. - Embedment E - Edge Detainee Min. - Minimum CONCRETE SCREWS STRENGTHS: FyMIN.-136KSI FaMlN. =177 K91 SGD770 Masonry strength ft"Immmnto Ungroantod CMU ASTM 690 ASPM C9ovAth cad contomdng Grouted CMU to 9eoaam 2105x2.12 end oi9m FSC. Wood 8orews a , Jamb!) n. Type In. Emb MI 1. Ed #12 Wood $Drew 1318" I 1' poo Crete -Flex 884 1318" 1" W"SSOTHERMSENOTED I ALUMINUM SGD - LMI yyp 8m9e ik®iga0. NTS 1 d M PGT0002 44j��7ji�'i X, ' \.\GENS$ '•.FAQ No. 58705 * ' �••�SATE�� ��O�Fo�. FCORIOP✓aGi P.E.& 68706 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, �r SHTS.7-9 SHTS.7-9 S TA 7 SEE D.P. TABLE, SHTS.7-9 a vc� �L7 u•� 1717 qui •;a �5iJ7 ��]� I1 !� DC7 RIF fL! �E! iFl �Ll rDPDP ! �L7 , � ►j ©, fL! fL!TABLESHTS�f i� m �iL! i �SHTS.iL! mi n4fJ� . ' ^ • ii Xp xo, ox, xx, Q== n o -real XXD HTS. SHTS.7-9 , 33 C D 3 EE o B BLE + -9 o 0 oxxo, XXXo, oxxx,, , E a POCKET DOORS: YYYn CORNER, TYP. ALL CONFICauRATJONS SHOWAI ,RLSC6AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL"S;OR'7:N==IC)4 Er(AMPLE: X)OX IN POtKE? WNMUC MCON LOAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGUFMIdN W tE NA6. i36CKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, O SIGNIFIES INOPERABLE PANEL, r ooHurt • c "cmWE 7iIIS qm" • • 1 Q IFIED CONFIGURATIONS w Mme i0T07ECflNOLOOYDRN6 07129/M • q Ni CHANpki3 TDTHISVHEET • • • • NOXOM/3, FL 34D5 "° w • i • • • • • • • • • vo eq�cisee SERIES 770 ALUM. SGO -LMI h�c�r• p a�� mu Noxox�s R saga "` o—..f* . sonno NTS 2 a 23 POT oxo, oxx, xxo, oxxp, XXXp i ••• • • • • ••• • • with «FWm No. 58705 ��� • S ASE F REA58708 S I TA S! CCC n D TAQI C ° 1 Ila T N xxxxxp iw SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 CGG Il D TART C SHTS.7-9 , 3 C TAW EE abm / / s / / BLE / e ITS. s s -9 5 ° 1 Ila T N xxxxxp iw SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 CGG Il D TART C • • • • • •(>r `,JC XQ, Y:)o, OXXM` x, XMXM. APPROVED C(5NFWRAfI0N9 • • • • fW,- NGE'Wt88MWF • • QUALIFIED CONFIGURATIONS I CHMG4TOO 7WIS6HEET • . • • fa7a7Ectw8l c�aRrv� — • • • • • • SERIES 7/0 ALUM. SGD - LMI QD • • • • • • • PA. eqx 48ae I 0-noi. Vf • - • • NOXOMI$ FL 94279 sonno NTS 1 3 a 23 POT0002 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • tttttlllllj/!! No. 58705 %�A t 4 1 '','�•S/Si OVAL ��` `�• A LYNN EARLER. P.E. P.E.S 58708 SHTS. 7-9 3 EE )pb BLE ITS. / / s / / _a -9 t s • • • • • •(>r `,JC XQ, Y:)o, OXXM` x, XMXM. APPROVED C(5NFWRAfI0N9 • • • • fW,- NGE'Wt88MWF • • QUALIFIED CONFIGURATIONS I CHMG4TOO 7WIS6HEET • . • • fa7a7Ectw8l c�aRrv� — • • • • • • SERIES 7/0 ALUM. SGD - LMI QD • • • • • • • PA. eqx 48ae I 0-noi. Vf • - • • NOXOMI$ FL 94279 sonno NTS 1 3 a 23 POT0002 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • tttttlllllj/!! No. 58705 %�A t 4 1 '','�•S/Si OVAL ��` `�• A LYNN EARLER. P.E. P.E.S 58708 APPROVED CONFIGURATIONS: S TA SF i QF'G n D TDR[ G oxxxxxo, xxxxxxo, oxxxxxx, xxxxxxx, xxxxxxxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 Qr = n D TARI G S C TA SF +Q r�E:►n► SHTS.7-8 [ 3 EE aLm s �ow BLE ITS. BLE n /Al Al -9 • • ITS. • • • • • • oxxxxxo, xxxxxxo, oxxxxxx, xxxxxxx, xxxxxxxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 Qr = n D TARI G S C TA SF +Q r�E:►n► Nr - 9 T m • • • •®/i./1/=xq, xxxxxxxo, oxxxxxxx, xxxxxxxx, 9 •• ••• •• • • • •• "° in�pFwwaeWrsars • • f0707ECNHOLOOYDRIVL' QUALIFIED CONFIGURATIONS t� • • mr eHANG•�TO{M8AEEr • • • Noxomr FL3W5 • • • . • SERIES 770 ALUM. SOD - LMI _ • • • • • • • • P.O. X 18a9 w • • Aroxota��Ft3aa�t ® sc3nrro NT3 4 23 PQ OW c2 SHTS. 7-9 93 3 EE s BLE n • • • ITS. • • • • • • S. T -9 ••• • • • ••• • • I Nr - 9 T m • • • •®/i./1/=xq, xxxxxxxo, oxxxxxxx, xxxxxxxx, 9 •• ••• •• • • • •• "° in�pFwwaeWrsars • • f0707ECNHOLOOYDRIVL' QUALIFIED CONFIGURATIONS t� • • mr eHANG•�TO{M8AEEr • • • Noxomr FL3W5 • • • . • SERIES 770 ALUM. SOD - LMI _ • • • • • • • • P.O. X 18a9 w • • Aroxota��Ft3aa�t ® sc3nrro NT3 4 23 PQ OW c2 `�� `'��.• 4�CENSF ''•FSP ' No. 58705 .Q •. Gl.ZK�I `i :�Q•'. S ATE F i'� F'LORtOp`. •' ili���� A. LYNN WLEK P.E. P.EJ 68M • • • • • • • • • • ••• • • • ••• • • `�� `'��.• 4�CENSF ''•FSP ' No. 58705 .Q •. Gl.ZK�I `i :�Q•'. S ATE F i'� F'LORtOp`. •' ili���� A. LYNN WLEK P.E. P.EJ 68M 202 �� O) 3/16' HS GLASS .090 DBPVB — 3/16' HS GLASS — 7%16" NOM. — BERM 1/4' HS GLASS .090 DBPVB - 1/4" HS GLASS 916' NOM. — 314" NOM. GLASS SITE 3/4' NOh GLASS BITE 204 F m --.A 3/16° HS GLASS .000 SGP — 3/16' HS GLASS — 7116' NOM. — X10 1/4° HS GLASS .090 SGP — or HS GLASS —+ 916° NOM. 3/4' NOM. CLASS BITE 3/4' NOM. GLASS BITE 214 IXTERIOR 3/16° ANN GLASS .090 SOP — 3/16' ANN GLASS — 7/16' NOM. - - MiEMOR1/4' ANN GLASS .090 SOP — 1/4' ANN GLASS —. 9/16" NOM. GLASS BITE GLASS BITE ``�rrrinurrr777 • • • • • • • • • • • • • _ No. 58705 _ ••• • • • ••• • • �� Gmts rterdrt'ue J.J. 10/11/ii CJMV CPHRMANGE•T4tli SWTO • • tom TeONNOtOBYOR+vBTAILS i�Q•A �� �S'• �,<OR50?••iJ `�� JR ED GLA$Wl�1YPE0G7, B21 a �� is NaKo�,B R s4z7sju. 7�10 MR4 • • • . • SER/ES�70EALUMIIVUM SGD - tMls/Q�A� • • • • • • • • P.O. BOX 1628 NOKOM/3, FL 34874 6aue3baee seyx ease w,.oaxa ae A. LYNN MILLER. P.E. er onus aft • • SMC o9/06/09 8007m NTS 5 d 23 PGT0002 C2 P.ER6B706 • • • • • • • • • • ••• • • • ••• • • 210 212 216 EXITMOR 3/18' HS GLASS 3118° HS GLASS FURRIOR 3/18" ANN GLASS .090 DBPVB EXTERIOR .080 SGP .090 SGP 3/16" HS GLASS 3118" HS GLASS 3/18° ANN GLASS g qIR Sp E 74 3/8" AIR STWCE 74 318" AIR WACE 74 3/18" T GLASS 3/18" T GLASS 3/18" T GLASS 1" NOM. - 1" NOM. 83 83 83 314" NOM. 3/4" NOM. We NOM. GLASS GLASS GLASS 79 BITE` 79 BITE 79 BITE TRUSEAL DURASEAL SPACER--/ TRUSEAI.DURASFALSPACERJ TRUSEAL DURASEAL SPACER--/ 1" LAMINATED I.G. TYPES G5 55 1" LAMINATED I.G. TYPES GO 55 Q1" LAMINATED I.G. TYPES G8 55 211 213 217 EXTERIOR 3118" HS GLASS 3/18" HS GLASS SERI R 3116" ANN GLASS .090 DBPVS EXTEROR .090 SGP .080 SGP 3/16" HS GLASS 3118" HS GLASS 3118" ANN GLASS 5/18" AIR CE 74 6/16" AIR SPACE 74 1 �° A] CE 74 114" T GLASS 114" T GLASS 1/4 T GLASS 1" NOM. II 1" NOM. - 1" NOM. $3 T 83 83 3/4" NOM. 314" NOM. 3/4" NOM. GLASS GLASS GLASS 79 BITE 79 BITE 79 BITE PRODUCT REVISED - complying with Etc Florida building Code TRUSEAL DURASEAL SPACER TRUSPAL DURASEAL SPACER TRUSEAL DURASEAL SPACER Acceptance Nc 1" LAMINATED I.G. TYPES GBA 55 1" LAMINATED I.G. TYPES GOA 55 a2 1" LAMINATED I.G. TYPES G8A 55 o Minor D oPro uctCoutrol ••• • • • • ••• • • `ALU r I I I i//I • • • f • • • • • NO.58705 _ J.O�' � ST E d / ! : •(V`� '0. '� 'I.S n, /FOI ICtVOt RAt 1t0 LI Pr0�. ? A. LYNN MILLER. P.E. o� trmaace J. 10111/11 sc 6HANQEAIl3Sid" • • firm 79in-T P.O. EqX ra NOKOW, FL 34874 owucaox GLAZING DETAILS fwmw 0=4 AWWNX119 a VA o•4a SERIES 770 ALUMINUM SOD - LMI • • • ueM. •• BabNkdk awz as cr".Iana wr. 8M OtV08/08 WA SGD7m NTS 6 .23 PGT0002 C2 P.E&68705 ••• • • • • ••• • • DESIGN PRESSURE MD ANCHORAGE - UN -REINFORCED -STANDARD STILE- STANDARD ASTRAGAL TABLE 1. Q DLO WIDTH = NOM. PANEL WIDTH -r DLO HEIGHT - NOM. PANEL HEIGHT - 8.26° > HEADS SILL (H&S) KrER-OCK, STRAIGHT& CORNERASTRWAL CLUSTER FLUS BVI8*01ATEANOMQTY. PEtPANE. H& S, >JM6ANGHORQ > - 7/18' LAMIdAT®GLASS - {3118' HS. / PVB f 3118' H . Ata 80 GSA- 18 SJ ) •U4°9aoUTPA00N(FORM82lYTAPDON G6.7118° LAMNAT®LO.U.-(3118'TEN IAIRIVIS'Re./WB/31irKS.) 2 GSA -7/18'LAMNATMI.G.U.-(lWTBP.LAIR/3116'KS.IPJB/3f1B•H.S.) 3) •6/16'ULTRAOON 07-7118'LAWAT®GLASS -(3118'AM!/SGP/3fl6'AM) 4) •812STEN.SCREW(OS) 07A-9118'LAMNAT(87GLASS -(1/4-AMISGPI IW AM) •SEE AN"RAGENOTES i&2ONSFM1. G8.7118' LAMNATE) I.G.U. • (3116' TEVP. / AR/ 3/18' AML I SGP/ 3/18' AML) 113 GBA - 7/16'LANM7WLQU - (114• TEVP. /AIR1311 Ir AML I SGP/ 311(' AM) v NOM: PANEL I FRAME vzo $ U v U WIDTH SIDE N M CJ s t3 N to tJ N t0 Of 24 LASS TY 30 LASS TI 0 LASS T4 42 90* OUTSIDE CORNER ••• • H8S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C1+212110+11C4+1 04+2 • • ( 46 J • JM/1B 10 10 10 10 10 10 10 10 10 10 • to I P -HOOK 1 6 S 1 6 1 8 1 8 1 6 1 6 1 8 1 8 1 7 1 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL =EXAMPLE ON SHEET O 80' INSIDE CORNER 10 PRODUCT REVISED ascoal.. trtg�eitH UtoPlodda 2. WHEN USING THE 2112' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4° SILL POSITIVE WATER DP IS 60.0 PSF MAX. TABLE 1A. OH LENGTH BOldloB Code A",111c0 No_ ¢xpkatko aro jZ0 (NEGATIVE PRESSURES UNCHANGED} SEE TABLE 1A. SILL HT, VS POS. DP I 3.4', 3114° AND 21/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL RISE (+) DESIGN OVERHANG B /ami DadoP70dnctConttdl''-' WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE HEIGHT LOAD OH LENGTH DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED FLUSH 1-1/2" WA OH OH HEIGHT /r WHEN THE DOOR IS PROTECTED BY AN OVERHANG COQ PLY1(�G WITH THE p0// 2_1/2° + 46 87 PSF HEIGHT � (O� . • "" tFip ��i� FLORIDA BUILDING CODS(diESAINAGE pII(��e� • • THIS CONDITION IS NOW RATED FIR )i1E RjIVFILTRATION * Mm 3 80.0 PSF L EQUAL TO 9 8 OR GREATER 4. SEE SHEETS 10 THRO ft 16 F44AN6HORAGE 6P" AND EMBEDMENT HIGH 4° + 60,0 PSF oI INFORMATION.• F�• • • • • 6. DOOR SIZE TO COMPLYI L �GRES•S REQUIREMENTS. • SEE NOTES 1-3 SEE NOTE 3 = i (j� �� '•, SATE J.J 10/11/11 NOCHANOE7riraSwEr GYVRWR toyANo DPANDANCHORAQE '•��` ' ,, fiLOR)OP• '0 �SSS% ���\ JR Ot/23H4 C2 ADDEI NG TA- tIWZG7/#OB&Al. • • • AMONG,Yff. SERIES 770 ALUMINUM SOD - LMi • , • • • • • • P.Q BBQQX 1629 NOXO/Al$,FL80274Ba7nA6*1 a tr save; aU+lalla IO' 8@1770 NTS 7 d 23 PGT0002 02 A LYNN MILLER, P.E. RE968706 eY• aft • • S C&TAO9 • • • • • • ••• • • • • • • • DEBKLN PRESSURE AND ANCHORAGE- UN -REINFORCED -HEAW DUTYSU)LE • STANDARD A4TRAGAL TABLE2. >HMD&SLL(188) HM;LQM&B RWW&CO MASMGA60.USTERF.USNMOA3 A7EAN010TQIY.FEiPANSH&S, >J0.M8AN24ORMY.-FLH00AN01MQ7Y. Arwhorly1m: G4.7f18'LO'~TEDGLASB•(3f18'H8./SGP/3ft8'H&) 07-7/I•L0.6MMDOLA88-(311(rAWISGP/3118'AML) '1) 410 B.00 LL.IRACON(FOR1AMY TA •8118•LAMNA71DMASS-(1/4'K8.IGW/1!4•RM) G7A-Bl1S' LAWRIMCLASS - Ci/4' AM ISON t/4'AM 2) 1/4-MCMMFLEX GO- TAW LAMP147FDLOIL-(3718' 7194P.. IARI 3fI• H&I SWI3RW HA) 08.711V LAN447EDLQAX-(3fI'TEW../ARI3/16• AMLISC#IWt$' AML) 3) WiVI.7PA004 GOA•7H8•LAMW19fL4U.-(1/4'TF3YR/ARf3H8•F{.B,IBSP/3718•H8.) 680..711&•LALIMTFDLQU•(iW-n eP.IAR/&HB'AW/SW/3MVAML) 4) Y1281EEL8CRMN(M) • SMAhKHDRAOEN0 M l &20N8HE?r 1. UNIT HEIGHT SO 04 0 90 102 108 114 120 N FRAM $ aQ6lAi �Qf �g Q$ MTH N a M a t4 ' '�' v' r N v rfM a +( M a N d s M a of M a GLASSTYPE-ALL 60.0 -80.0 80.0 •60.0 600 40.0 600 -80.0 •60.0 80.0 -80.0 00.0. -80.0 80.0 -800 H&S C4+1 C4+1 C6+2 04+1104+11 CS+2 C4+1 C4+1 28+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 04+1 C8r2 C4+1 C4+1 06+2 24 JAT,� 10 70 10 10 10 10 10 10 10 10 10 10 12 12 �J� 12 12 12 92 12 12 12 P -HOOK 6 6 6 6 6 6 5 8 6 6 6 b 8 6 8 6 8 6 0 8 8 GLA84 TYPE-ALLABOVE 60.0 40.0 600 480.0 800 -60.0 80.0 -60.0 0D0 -60.0 60.0 •60.0 000 -60.0 60.0 -60.0 C4+1 C4M C0+2 04+1 C4+1 CO+2 04+1 04+1 C6+2 C4+1 C4+1 C8+2 04+1 C4+i C6+2 C4+1 C4+1 (23+2 C4+1 C4+1 C8+2 C4+1 C4+1 C0+2 30 wool 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 S 5 6 6 S 6 6 5 ' 6 b U. 6 8 8 8 8 8 8 6 6 8 8 8 8 GLASSTYPE-ALLASOVE 80.0 •810 00.0 .800 600 •60.0 600 -5D.0 1 60.0 •60.0 80.0 -80.0 60.0 -800 60.0 •800 H&S O4+1 04+1 C6+2 D4+1 C4+1 06+2 C441 C4+1 C8+2 C4+1 04+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 04+1 C4+9 C6+2 C4+1 C4+1 C8+2 30 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P HOOK S 6 6 6 8 6 8 6 8 6 6 8 8 6 8 6 8 8 7 7 1 7 7 7 7 GLABS7YPE-ALLABOVE 60.0 •600 60.0 •60.0 600 40.0 60.0 •80.0 80.0 -800 60.0 -00.0 60.0 •BD.O 80.0 •600 H8,3 C4+1 I C4+1 I C6+2 C4+1 C4+1 08+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 04+1 C4+1 C6+2 04+1 C4+1 08+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 6 6 6 6 6 6 8 8 6 8- 8 8 8 e17 7 7 7 7 7 8 8 6 8 GLAS3TYPE-ALL ABOVE 800 -60.0 80.0 -60.0 600 •60.0 60.0 -80.0 60.0 •60.0 00.0 400 80.0 -80.0 00.0 -60.0 H2$ 4+1 C6+2 C4+1 C4+1 C8+2 04+7 C4+1 C8+2 C4+1 C4+1 C8+2 04+1 C4+1 C8+2 C4+1 C4+1 C9r2 C4+1 C4+1 C8+2 C4+1 C4+1 C0+2 48 JAMB10 10 10 10 10 70 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P•HOOK8 6 8 8 8 S 6 8. 7 7 7 7 7 7 8 8 0 8 S 8 8 9 9 GLPS87YPE• ABOVE80.0 600 40.0 80.0 40.0 60.0 .80.0 H&S 4+2 C6+2 C4+2 C4+2 C6+2 C4+2 C4+2n2t2 C4+2 C4+2 Cfi+284 1r,4+21 J!J!!B10 10 10 10 10 10 10 10 10 10e 6 B e e 7 7 7 PANEL8 OVER 48" WIDE GLASS TYPE -ALL ABOVE400 ODD 40.0 BD.O 40.0 40.0 NOT AVAILABLE OVER 96" HIGH /"'��, Has 4+2 C6+2 04+2 C4r2 C6+2 04+2 C4+2 Ce+ 04+2 C4+2106+2 ( 60 ) JM+® :/ 10 10 10 10 10 10 10 10 10 10 10 d� P -HOOK 8 0 8 8 0 6 7 1 7 1 7 7 1 7 1 S 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 I SILL. 2. WHEN USING THE 21/2' SRL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 50.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A 3.21/2', 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BYA�NMOVERHANG COMPLY" WITH THE FLORIDA BUILDING CONDITION IS NO?RAST D RR F(tt 44;r R &F ikTF*-n*N.- 4. SEE SHEETS 10 THROU%d 16 FO UANGHORASE 1PAPPO ANB rjmBEDMENT INFORMATION. • • • • • 5. DOOR SIZE TO COMPLYMATH AttGRIM REQUIREMENTS. • J.J. 10/!1/11 N0CHANGE7N8SHEET •• • • • • P.O. BQX 1629 NOX •01W8, ft $4274 • O= EXAMPLE ON SHEET 10 TABLE 2A SILL HT. V8 POS. DP SILL RISE (+) DESIGN HSW LOAD FLUSH - 1-irx WA LOW -2.112 +48.87 FSF NED-3-1/4 +MO PSF KGH-4" +BO.OPSF SEENOIES 1-3 SOD770 O STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90' INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT -8.26" OH LENGTH I OH LENGTH OH OH HEIGHT HEIGHT a EQUAL TO 1 QI OR GREATER SEE NOTE 3 W UM/NUM SGD - LMl �,te meet mft t. ;IS 8 e 23 1 PGT0002 P1m013 \w �l 4T NN 4f, IC No. 56705 6` PLOMID C>' ';"S9/0N& A. LYNN MUER P.E. P.E.866708 DESIGN PRESSURE AND ANCHORAGE -UN -REINFORCED -HEAVY DUTY STILE- HEAVYDUTYASTRAOAL TABLES. > HEAD & SILL (1&S) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS KMW13D 4TE ANCHOR OTY. PER PANE. H & S. > 4kW ANCHOR OTY. >RHOOK ANCHOR OTY. 04-7Fl6'LAMINATED GLASS -(3(18"H.S./ SOP /31/8'H.S.) AnohorTypes: G4A - 9/18' LAMNATE) GLASS - (tt4' H.S. /SGP/ 1/4' H.S.) 1) '1/4' ELCO ULTRACON (FORMERLY TAPCON) G8 - 7/18' LAMINATED LO.U. - (3t1(' TEMP. /AR/3/1 11' H.S. /SOP/ 3118" H.S.) 2) '1/4' S84 CRET&FLDL GOA - 7116' LAMINATED LG.U. - (114• TEMP. / AIR/ 3/18' H.S. / SOP/ 3/18' H.S.) 3) '6/1(° ULTRACON 07.7/18' LAMINATED GLASS - (311W ANN. / SOP/ 3118' ANN.) 4) VI STEEL SCREW (05) OTA - 9/18' LAMNATLD GLASS - (114' ANN. / SOP/ 1/4' ANN.) ' SEEANCHORAGE NOTES 1 & 2 ON SHEET 1. G8 - TMG' LAMINATED LG.U. - (3/18- TRAP. /AR I NIS' ANN. / SOP 13/18' ANN.) ORA -711W LAMNATID I.O.U. - (1/4' TEMP./ AIR/ 3118'ANN. / SOP/3/1(" ANN.) UNITHEIGHT 80 84 90 88 NOM. PANEL FRAME WIDTH SIDE N s N p N N �'. M O N �- Pi {� N '- CO fJ GLASS TYPE • ALL ABOVE 90.0 -90.0 90.0 •90.0 90.0 -90.0 90.0 -90.0 @ H&S C8+2 C6+2 06+2 CS+2 CS+2 CS+2 CS+2 C6+2 CS+2 CS+2 C8+2 C8+2 24 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 P•HOOK 6 6 6 6 6 6 6 6 8 6 6 8 GLASS TYPE • ALL ABOVE 90.0 -90.0 90.0 -90.0 90.0 -9010 90.0 -90.0 30 CB+2 C6+2 06+2 C6+2 CS+2 06+2 C6+2 CS+2 CS+2 CB+2 CB+2 C6+2 �H&S JAMB10 10 10 10 10 10 10 10 10 10 10 10 HOOK 8 8 8 6 8 6 8 6 7 7 7 7 GLASS TYPE -ALL ABOVE 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 8 H&S C8+2 C6+2 CG+2 CS+2 C6+2 C8+2 C6+2 C8+2 C8+2 C8+2 CS+2 C8+2 38 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 7 7 7 7 7 7 8 8 8 8 GLASSTYPE-ALLABOVE 90.0 •9010 90D -90.0 90.0 •90.0 90.0 -90.0 H&S C8+2 C8+2 C8+2 C6+2 C8+2 CB+2 CS+2 C8+2 C6+2 C8+2 C8+2 C8+2 42 gg JAMB 10 10 10 10 10 10 10 10 10 10 10 10 •a P -HOOK 7 T 7 7 7 8 8 8 8 8 1 8 1 9 GLASSTYPE-ALLABOVE 90.0 -90.0 1 90.0 -90.0 1 90.0 -90.0 SEEM07EA H&8 CO+21 C8+2 08+2 C8+2 C8+2 C8+2 C6+2 C8+2 CS+2 CS+2 C8+2 C8+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 1 8 1 8 1 8 1 8 1 8 9 1 9 1 9 10 1 10 1 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL, 2. WHEN USING THE 2112' SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4' SILL, POSITIVE PRESSURES IS 80.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.21/2-,3 W AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN FLORIDA BUILDING RIS PROTECTED COD� QSEL•ltil4lA Y OVWRHA�1G QO .PjyING WITH THE 4. SEEHEE4 D6 THIS DTS 10 THROYGHITION 18 40T 161 FORA r�r��..L1Oe�eIMFlL�� NG AAYJ EMBEDMENT INFORMATION. • • • i' `' 6. DOOR SIZE TO COMOLI WAMC EGRESS REQUIREMENTS. • • • • • • • � P.GL BQX 1829 • • • . xoxoatla,Fts4274 • • • • • • • • • • • •• •• • • • •• •• 90" OUTSIDE CORNER ON NOTE A. +/- 90.0 PS..... GLASS TYPES 4.4A, 8, 8A, 90" INSIDE CORNER 7A, 8 & 8A; +/-87,1 FOR GLASS TYPE 7. TABLE 3A SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLUSH -1-V2" WA LOW - 2-1/2" +48.87 PSF. MID - 3-1/4" +60.0 PSF HIGH -4" + 90.0 PSF SEE NOTES 1-3 OH LENGTH OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 OR GREATER LI0 SEE NOTE 3 DPANDANCHORAGE SERIES 770 ALUMINUM SGD - LMI son NH's 9 -23 1 PGT0002 40K PANEL WIDTH - 7' NOM. PANEL HEIGHT - 8.26" LYNN �`�.• �\OENSS• 1•F'P iii k No. 68105 �,/`,s,`�IO+'1NA1L �`,• A. LYNN MILLER, P.E. P.E.# IGT96 I. APPROVED ANCHOR TYPES: 1)1/4° ELCO ULTRACON (FORMERLY TAPCON) 2)1!4° ELCO SS4 CRETE -FLEX 3) 6118' ULTRACON 4) #12 STEEL SCREW (G6) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHTS. 7-9_ HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONALANCHORS 24' MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90° CORNER ON BHT. 11-12. JAMBS & P -HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-16. ANCHORS PER PANEL° ARE 8" MAX INTERLOCK ASTRAGAL INTERIOR THOSE AT THE HEAD AND SILL 3'b" CENTERLINE SEE CLUSTER DET., SHT. 91 CENTERLINE 8° MAX' - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - - 8° MAX. 1 BETWEEN CLUSTERS OR THOSE I TYP BETWEEN A CLUSTER AND A ° 4.ObV ° ° FRAME JAMB OR P -HOOK. 2.04° 4.061° I I 3.5' - 3.6' 24' MAX. O.C. EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL. 2 -TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL TYR (3) PANEL, 48"x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR ----------------------------------------- C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE L B JAMB CLUSTER SEE CLUSTER 2 C4 2 C4 2 04 2 _ DETAIL BELOW j DETAILS, SHL 11 ! _ 24° MAX. O.C. 3.6' TYP. CENTERLINE 3.6' TYP. 6" SEE NOTE BELOW (7) P -HOOK 14• ANCHORS l 6" AAX ® f— ® x x 10' MAX. ® 3° x x x MAX x x x x x 6' x ® ® x=FRAME ANCHORS ••• xx 21 MAX. ®® ® ® = P -HOOK ANCHORS • • • x ®® 3° MAX. x =i ® �• 10• MAX. ®x x x x x Ix z x Ix x 6"M x x x X, x x x x24" MAX. O.C. 8° MAX . TYP. I _ M (10) ANCHORS ).C. PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING Ox EXAMPLE OX -900 OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS, O,oFlolwa INTERLOCK CENTERLINE SHT. 11 8" MAX .,Wilt I t 0 • o o ° MIN. 0 0 O.C. — • 'I—V2.04" No. 68705 • • • • • • • NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS T , O. P.ER FOR oerAas EXTERIOR SE's CLUSST�R DETAILS, SHT. 12 M.N.O. P. O & R W & NN ON SHEET 16 ORP -HOOK CHORS �"O� '•, s ATF ; r, iV 1ayli�t c A'OCHANQETtpS SHEET • • rom r> atnoiooi nerve ANCHORAGE SPACING &EXAMPLE PLANS 'O '•. F�OR1v� • ' f��,` JR Ot/29/f4 C2 NO 3 TO ET • • • • • xoxoa#s Fcsarre ° •• • • • •• • • • w P.0.8QX1&L8 SERIES 770 ALUMINUM SGD-LMI taemexNOXOf#9,fLS4Y74 �0 x°F A. LYNN MILLER. P.E. 8Mc 0810&W RRA • • • • ... • • 8onno NTS 90 +.23 POT0002 C2 P.E.# 68706 0:0• • • ••• • • • ••• • • • • • • • • • • • • • • ANCHOR CLUSTER - C4 ASTRAGAL OR INTERLOCK INT. CENTERLINE 4.072 5.300 3 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 INTERLOCK INT' CENTERLINE 1.76 3.5 2.04 .• • PTRAGALI IT • • CLUS - 04 • • i i • • • • • • • • PCHMGETMS SHEEi • • • • • ro707a:raaraoor0a Oams TO7Als'FIEET • NOXOtA9 FL 94276 • • • • • • • • • • • P.0.9QX t826 � • • • AfOKOA45 FL 34P74 ASTRAGAL OR INTERLOCK INT. CENTERLINE 3.5 2.040 4.072 4.049 3 -TRACK, ASTRAL /INTER OCK ANCHOR CLUSTER - C5 ASTRAGAL OR INT. INTERLOCK ASTRAGALOR IM' INTERLOCK ASTRAGAL OR INT INTERLOCK CENTERLINE CENTERLINE CENTERLINE • •• •• 3.6 •• •• • • • 3.6 • • ••• 1.7b 3.6 1.76 4.051 �� 4.061 2,040 2'040 2 040 3.5 4.051 7 7 2 -TRACK. ASTRAGAL / INTERLOCK 2 -TRACK, ASTRAGAL 1 INTERLOCK 2-TRACK,_ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 ASTRAGAL OR INTERLOCK INT. CENTERLINE 4.072 5.300 3 -TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 INTERLOCK INT' CENTERLINE 1.76 3.5 2.04 .• • PTRAGALI IT • • CLUS - 04 • • i i • • • • • • • • PCHMGETMS SHEEi • • • • • ro707a:raaraoor0a Oams TO7Als'FIEET • NOXOtA9 FL 94276 • • • • • • • • • • • P.0.9QX t826 � • • • AfOKOA45 FL 34P74 ASTRAGAL OR INTERLOCK INT. CENTERLINE 3.5 2.040 4.072 4.049 3 -TRACK, ASTRAL /INTER OCK ANCHOR CLUSTER - C5 SERIES 770 ALUMINUM SGD - LMI 170 NTS 1 a71*1 a 23 1 aft POT0002 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. complying with The Flmida ildhig Code cephorco No 3, nal D era us{ onlsol�'� ��1ifI111I//� r No. 55705 VAT A. LYNN MILLER, RE REP 68705 • • •• •• • •• •• • • • ••• • • ••• • SERIES 770 ALUMINUM SGD - LMI 170 NTS 1 a71*1 a 23 1 aft POT0002 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. complying with The Flmida ildhig Code cephorco No 3, nal D era us{ onlsol�'� ��1ifI111I//� r No. 55705 VAT A. LYNN MILLER, RE REP 68705 i EX1 ANCHOR CLUSTER - C4 MEN 0 '41 iiiiiii10 s- �3 "�'• � 3.5 0 0 3.889 EXT. 2.04 I 1 ISI I ACK. 80e INSIDE CORNER S I" OUTSIDE CORNER SIMILF ANCHOR CLUSTER - C6 USED FOR 05 AND C5 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. °3.889 as complying with tiro Florida Building Codo ° E.I. Emphtt I No ��.�, PxplratlonData I I I i t 1 1 2.04 Via"' EXT. 3.6 ` �1t1li1tU i� 3 -TRACK: 90e OUTSIDE CORNER SHOWN, 4 -TRACK. 90° INSIDE CORNER SHOWN, 3 -TRACK 90' INSIDE CORNER • • • • i •C-5 RN 10 tEUER REQUIIREDC-8 ANCHOR CLUERREQUIRED POSITE) 4 -TRACK. STS F (OPPOSITE) `.``� ���•'��CEN3'' •• • • • • • _ L' TRACK CORNERS AT ALL 4 -TRACK CORNERS • • •• • • - • • • • • • • • • • • No. 58705 o at J.J. 10H1/11 C Noammm ETHISSHEET�i FLORiBP•'' (� �` • raJo JECHNOLOOYORnre ANCHORAGE, EXAMPLE CLUSTERS %�ccS. '• • • • • • • • • � �� JR 0 14 NQ&WGESM THIS311EER' • • NoxoarosRa4zra iDs '."",/0NA\- Now• . • • SERIES 770 ALUMINUM SGD - LMI • • • • • • • Po.aQxls� ra am ams ams• • • NOKOM(3, R 3QEJ4 • aertewroaec neo a wee •.dvnn n" A. LYNN b14L6R P.E. me • • • • SaD770 NTS 12 er 23 PQT0002 02 P.F—#Nm6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 WOOD INSTALLATION WOOD INSTALLATION ETAIL C. 2 -TRACK FRAME HEA 21/18° O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT.1 2x WOOD BUCK CONCRETE INSTALLATION SEE CHART, SHT.1 1" MIN. OTE 6 SHT.1 SHT.1 (1/4" MAX.) 21/18° O.C. E.D. TYP. SEE ANCHOR NOTE 6 SHT.1 1" MIN. 21/18° O.C. (114" MAX.) TYR 13/6° MIN. � 1 E.D.TYP. TYP. 21/18" 1" MINI E.D.. I-.— 130 MIN. EXT. 13/8" MIN. EXT. c� 1 3/8" MIN. 1" MIN I ExT• E p. SEE CHART. `S .. SEE CHART TYP NOTE 3, SHT.1 DETAIL F, 3 -TRACK FRAME SILL E 0.2 -TRACK FR CONCRETE ANCHOR TYP., WOOD INSTALLATION CONCRETE INSTALL SEE ANCHOR SEE ANCHOR NOTE 1, SHT.1 •• '.'q " :�•:r.. "t ,t. ,rr,. yr.. ; SHT.1 114"T ONCRETE' � ,•" .s `«o,Y; SEE CHART EXT. MAXJ EXT. ` r� r.•. : t �• ": r ;4 • �t: • r. r%' SHT.1 EXT. 174" 1/4° SHIM SHIM MAX. MAX.g, WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SHIM SHIM E' DETAIL A. 2 -TRACK FRAME HEAD DETAIL B 3 -TRACK FRAME HEAD 21118" CHOR TYP., SEE WOOD INSTALLATION WOOD INSTALLATION ETAIL C. 2 -TRACK FRAME HEA WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 2x WOOD BUCK CONCRETE INSTALLATION SEE ANCHOR SEE ANCH.NOTE 3, OTE 6 SHT.1 SHT.1 (1/4" MAX.) 21116" O.C., TYP. SEE ANCHOR NOTE 6 SHT.1 SEE ANCHOR NOTE 6 SHT.1 (1/4° MAX) Ems' �T• (114" MAX.) 13/6° MIN. � 1 21/18" 1" MINI E.D.. I-.— 130 MIN. O.C., TYP: DETAIL E. 2 TRACK FRAME SIU WOOD BUCK TYP., 21/16" 1" MIN I ExT• E p. SEE CHART. �. WOOD INSTALLATION SEE ANCHOR O.C., TYP. TYP NOTE 3, SHT.1 DETAIL F, 3 -TRACK FRAME SILL E 0.2 -TRACK FR CONCRETE ANCHOR TYP., WOOD INSTALLATION CONCRETE INSTALL SEE ANCHOR SEE ANCHOR NOTE 1, SHT.1 •• NOTE 6 SHL 1 21/16" O.C., TYP. 1 I E.D., (114° MAX., ) ONCRETE' ,•" .s `«o,Y; SEE CHART EXT. ` r� r.•. : t �• ": r ;4 • �t: • r. r%' SHT.1 EXT. .;.i ,,. {ti ty •. °�: n `• : •: •.trip .a ••;n:7 '4. 21118" WOOD ANCHOR TTW SEE ANCHOR NOTE DETAIL i. 4 -TRACK FRAME HEAD O.C., TYP. DETAIL H. 3 -TRACK FRAME SILL SEE CHART, SHT.1 WOOD INSTALLATION CONCRETE INSTALLATION 2x WOOD BUCK TYP., CONCRETE SEE CHART, SHT.1 SEE NOTE 3, SHT. 1 I SEE ANCHOR " '+• `� •' `� NOTE 6 SHT 4 — SEE CHART, SHT.1 21/18" O.C. ANCHOR NOTE 1. SHT. -\SEE CHART SHIT. DETAIL D. 3 -TRACK FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT.1 1 13111' MIN. 2, SHT.1 • • PRODUCTREVISiD —WOOD ANCHOR TYP., a complying mitb tho Florida IIallding Cod, SEE ANCHOR NOTE 2, ANo �� SHT.1 ID7ptanc, tFtralton.Djmo •ra•i'1^s: �.iv 'i.:}'•: r�•r�:ti "'c;`t :s:=7:'':`• Z• SEE CHART (1!4° MAX.) SvitanilDndoProdnciC,airo _ _ • ;l°,? ai: ":E<..^u, +: +s t: : Y ' SHL 1 •,;.r ;: •.�,. ',: .; .•y: � s •a � �\\11111111/// XT •• • • • • 1318"MIN. ���pr1� e • • • e •` � ; ' ��GEIJSE ' �� 2 g118" O,De T/�. • • • EXT. 21118" O.C., TYP.. 1 .MIN : A CONCRETE ANCHOR'SYPi1 SBE MC140RBNME S}IT.1 E.D., = No. 58105 • • • DL•I'AIL 3.9t-TRRCK FRAME READ DETAIL K. 4 -TRACK FRAME SILL TYP. CONCRETE INSTALLATION WOOD INSTALLATION ROWmit/11 C NO SHEET • ° AE • • +57o7ecw4oLoor�rve ANCHORAGE DETAILS �; �` ''•• FLOR\°•• SC nr: e - • DKJR o ,c,S� ONJ\SERIES 770 ALUMINUM SGD - LMI M •: NOasQs274 ® _ A. LYNN P.E. 8P772o8o" • ' • eE.0 88ns ••• • • • • ••• • • • •• •• • • • •• •• r� r� CONCRETE ANCHOR TYP., SEE NOTE 1, BHT.1 ONCRETE 21118" O.C., TYP. SEEANCHOR 1/4° MAX. SHIM NOTE b, SHT.1 SEE CHART EXT. (1/4" MAX.} BHT.1 c "• ' e ! =.f' , i,, :• a:.: • 21/18° EXT• ••''.•r.t'•is••:.''�.It.b' •eY:�'•.'•.'�'• ..tat°w•4 Q.C.,TYP. SEE CHART, BHT 1 --I DETAIL L. 4 -TRACK FRAME SILL 1 318° MIN. - 1/4" MAX. SHIM -+ EXT. WOOD ANCHOR TYP., SEE, ANCHOR NOTE 2, SHT.1 CONCRETE INSTALLATION CONCRETE ANCHOR j 1°MIN. TYP., SEE Ij•�- ��--. 1318° MIN. ANCHOR !4° 1MAX. SHIM I I NOTE 1, EXT. I I SHT.1 2.04" �? SEE CHART i BHT.1 �•"4.051" �;�• SEE CHART -^-- \-WOOD SHT.1 1/4° MAX. SHIM - c SEE CHART E)(T. • SHT.1 ANCHOR y� CONCRETE ANCHOR TYP., SEE lO.C. ANCHOR SEE ANCHOR NOTE 2, BHT. 1. NOTE 1, �� p ....... '��cFNsr ' P �� BHT.1 2.04" �? SEE CHART i BHT.1 �•"4.051" �;�• 2 111(° \-WOOD O.C.. TYP. J� ANCHOR MIN. • lO.C. SEE ANCHOR NOTE 2, BHT. 1. �� p ....... '��cFNsr ' P �� .::;4ii 3.6' TYPICAL JAMB CLUSTER FOR DETAILS M.N.O.P.Q&R . LsF:• tib; •, WOOD ANCHOR MNL..µ,+ r:: 1/4° MAX. SHIM - ►1 F� t TYP., SEE I I I ANCHOR 21/18° ' DETAIL O.4 -TRACK FRAME JAMB CONCRETE NOTE 2, ANCHOR BHT.1 O.C., TYP. CONCRETE INSTALLATION TYP„ SEE 2X WOOD 1 318° MIN. ANCHOR BUCK 14° MAX SHIM 1 NOTE 1, SEE EXT SHT.1 ANCHOR 21118" NOTE 3, DETAIL N, 2 -TRACK FRAME JAMB O.C., TYP. BHT. 1 WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR DETAIL M. 4 -TRACK FRAME JAMB NOTE 2, WOOD INSTALLATION WOOD FRAMING — SHT.1 P -HOOK MOUNTING ADAPTOR 1 318" MIN. ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 1" MIN. 1° MIN. Zx .:1L SEE CHART BHT. 1, SEE CHART BHT.1 I 21H8° O.C., TYP. - -2X WOOD BUCK ver, SEE ANCHOR =A30 rO.C.,28° NOTE 3, BHT. DETAIL R, 3 -TRACK FRAME JAMB TYP. CONCRETE INSTALLATION SEE CHART, BHT.1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN .4; BETWEEN P -HOOK DETAIL Q. 3 -TRACK FRAME JAMB Vit•;:` �" ;'. ; INSTALLATION ANCHORS WOOD INSTALLATION '.;•'� •k r'; ,�" -'� CONCRETElMASONRY 14: (GROUTED BLOCK ONLY), 1 3/4° MIN. 3 f " ;SEE CHART. 1 114 M N i'• "`:: SHT.1 1110 Fladda ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \-WOOD ANCHOR • SEE ANCHOR NOTE 2, BHT. 1. • SEE ANCHOR NOTE 2, BHT. 1. �� p ....... '��cFNsr ' P �� • • • • • • • • • MIN• ANCHOR QTY. FROM TABLES' ANCHOR QTY. FROM TABLES tib; •, • • • i i • 1-3, SHTS. 7-9 PERTAIN TO•' THIS LOCATION SHTS. PERTAIN TO • • • • s ANCHOR , • THIS O 2.893" MIN. THIS ANCHOR LOCATION, • • • • • • • • S)El*AiL • S. D-H•OOW • • • WOOD INSTALLATION DETAIL T, P -HOOK CONCRETE INSTALLATION '��1 '. g TEo xe,t� d J 111/11 C NO QHANGE SHEET. 1070 rEC10101.0QYD)WM a,ndmx ANCHORAGE DETAILS �i�.t`''•............ tiO i S/pNA� 023/14 •C2 7ERW�•••imwm NOCFANGE3l b THl3 • • NO1fOMl8 R 34278 �JR 770 ALUMINUMSGD—LMI'• MC pg/08/&g • • • • • PSERIES Nt37C. Fi34274 av teae..»anh Sonrro NTS 14 a 28 POTOW2 C2 LYNN MtlAER PE RE.0037os ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c ••• • • • • ••• • • • •• •• • • • •• •• N WOOD FRAMING SEE CHART, SHT.1 ONCRETE / MASONRY P -HOOK MOUNTING 1 3/8' MIN P -HOOK MOUNTING ADAPTOR (GROUTED BLOCK ONLY) ADAPTORANCHORS ANCHORSLBET LOCATED OK BETWEEN P -HOOK •:`� •..4'„";�:•.-..• y.•„v • LOCATED MID SPAN INSTALLATION ANCHORS s ',:; t �' :� ]• •a,'. ? : ;. ” BETWEEN P -HOOK .• .•e. ;!::. f : i�.;", ".1' :. '•r; INSTALLATION ANCHORS PANEL a r ` ` p': i'?: • SEE CHART, 1" MW. 1 3/4' MW1 1/4 MIN. s; ..• > s,`, '� ~µ` ` Mi';'?:: SHT.1 TYPE E.D. •'� WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. o 'A' to 'QS' i i SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 'K' ANCHOR QTY. FROM TABLES1-3, SHTS. 7-9 PERTAIN TO TiL.THIS 1-3, SHTS. 7-9 PERTAIN TO ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.893° MIN. 2.893' MIN. DETAIL MM, P -HOOK FOR BOX RISER DETAIL NN, P -HOOK FOR BOX RISER WOOD INSTALLATION CONCRETE INSTALLATION ••• • • • • ••• • • • •• •• • • • •• •• N DETAIL V. SHT. 18, L #10 X 1.50' ANCHORAGE DETAILS &'C', SHT. 13 A' PH SMS PANEL CORNER rP=======9 IIP------- �------- a iio PANEL o a PANEL I PANEL PANEL a DETAIL Ile TYPE ee TYPE el TYPE TYPE o 'A' to 'QS' i i 'AS' 'K' In o iETAIL'EE', SHT. 19, #8 X 1.00” ANCHORAGE DETAILS'N' PH SMS (OPTIONAL) SEE &'P', SHT. 14 n e l o ne NOTE i 3, SHT. PRODUCPRBVISED of ic 16 DETAIL'BB',SHT.19 oswmplyi�wfgellreFtorhla iio i 0 e i I s t I e e I 11 b -vee---- is=======d I �L., EXT. (4 Building Code Acceplonco No BicpL'of�on�Dple Eaaannna�ipabnaana DETAIL'KK', SHT. 20D - --� r' < .: • _ DLO WIDTH =NOM. PANEL WIDTH - 7" DETAIL 'U, SHIT. 18, Aanil Dodo Product Contra DLO HEIGHT - NOM. PANEL HEIGHT - 8.25' ANCHORAGE DETAILS 'E' XX Q0*4QRNER-XX 2 "FRACK•INSIDE 90a'CORNER &'G', $HT.13 INT. FRAME CORNER �FP�'% SEE APP C A & JNT6RLOCK PER DP TABLES DE'T'AIL �,`���r�•��cerie�' � �: � • • • • • • • • • • • � � ISo. 58705 _ • • • • • • • • • 4114114111 as 0 HORIZONTAL SECTION B -B00 �o�i s �o��y; ''•. J.J. 10/11111 C NO BSHEET �wpvJR ANCHORAGE DETAILS /EXAMPLE ELEVATIO %X` FCORTO; •' .`SS,b ' •A� orz3r14 C2 N Es 7b r/us • • �13111VO1�00�''J 'TT • • • • SERIES 770 ALUMINUM SGD-LMl • • • • • • • Poagzrese NONO9AL 14 ® BarbnHoO,e soa+x saes anRsgxa. am< sonn0 NTS 16 d 23 PGT0002 c2 A. LYNN Id14LEIL P'e P.EO60-rob pe„n tbkc • G'6x sort o8/o6/Qe • • • • • ••• • • • • ••• • • • •• •• • • • •• •• N TAI DETAIL -CC, SHT. 19 DETAIL 13B' SHT .10 tD'FFETAIL, SHT.19, DETAIL EE', SHTDETAIL'V', SHT. 18. ANCHORAGE DETAIL'N' & , . 19 , ANCHORAGE `-, SHT. 14 ANCHORAGE DETAILS N' DETAILS A' &'P', SHT. 14 &V, HT. 13 PANEL PANEL PANEL PANEL ANCHORAGE DETAILS W TYPE TYPE TYPE TYPE PANEL &'C,SHT. 13- TYPE TYPE TYPE TYPE R' MAX. 'M' 'F jHlE kx ETAIL'EE', SHT. 19, TYPE 1 u TYPE 1 I TYPE TYPE SE SEE DP 'OS' POCKET NOTE TAB SHT, 14 3 lPE a X a O X X X SEE T. E LES bETAIL'U', SHT. 18, SEE FRAME & ANCHORAGE DETAILS'E' PANEL CORNER OXXX {2 TRACK) &'G', SHT. 13 CONSTRUCTION - DETAILS SHT. 16 EXAMPLE DETAIL'CC', SHT. 19 DET"AASHT. L'BB'BHT. 19 DETAI�SHT. DE, ANCHORAGE DETAILS'O' ANCHORAGE DETAILS `S' & T, &'R, SHT. 14 SHT. 14, WM' WNW, SHT. 16 DETAIL W, SHT. 18, ANCHORAGE DETAILS'B' &W. SHT. 13 OXXXp f3 TRACfC�FjIGf jl'PQCQEU DETAIL W, SHT. 18,-/ -EXAMPLE ANCHORAGE DETAILS'F & W, SHT. 13 J 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT -8.26' 3. (1) LOOK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4: PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. PANEL PANEL PANEL ANCHORAGE DETAILS W YPE TYPE PANEL PANEL PANEL &'C,SHT. 13- TYPE TYPE TYPE TYPE R' 1' 'M' 'F jHlE kx ETAIL'EE', SHT. 19, TYPE 1 u TYPE 1 I TYPE TYPE DI ANCHORAGE DETAILS W i i I v 11&'P', I I 'A' I n 'CS' I I 'OS' POCKET NOTE SHT, 14 SEPARATE lPE X X X ILES SEE DETAIL'BB', SHT. 19 I1. j to i It APPROVAL / SEE NOTE DP 3 i i o oe SEE L •® •• • X , NOTE ,• ; I 41 - Lz===j OXXXp f3 TRACfC�FjIGf jl'PQCQEU DETAIL W, SHT. 18,-/ -EXAMPLE ANCHORAGE DETAILS'F & W, SHT. 13 J 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT -8.26' 3. (1) LOOK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4: PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. XX -90° CORNER -XX (2 TRACK DETAIL' U',SHT. 183 HORIZONTALSECTION A -A ANCHORAGE DETAILS'E' 909OUTSIDE CORNER) - EXAMPLE &'G', SHT. 13 DETAIL BB', SHT. 19 DETAIL 'HH, SHT. 19, ANCHORAGE DETAILSDETAIL'Z, SHT.18, 'M' ANCHORAGE DETAILS T &'O', SHT. '14 &'J', SHT. 13 NEL PANEL PANEL PANEL ANCHORAGE DETAILS W YPE TYPE TYPE TYPE &'C,SHT. 13- Ir-------- r -------- I i PANELo PANE IIL PANEL PANEL ^ jHlE ETAIL'EE', SHT. 19, TYPE 1 u TYPE 1 I TYPE TYPE DI ANCHORAGE DETAILS W i i I v 11&'P', I I 'A' I n 'CS' I I 'OS' 1C NOTE SHT, 14 a3 MAX X X X HT. DETAIL'BB', SHT. 19 I1. j to i It / SEE DP i i o oe SEE TABLES DETAIL'JJ', SHT. 20 ii iv ei NOTE 11 10 11 3 n a a INT. I bees me sed bemeo===d 1 �nnaenaaai,�ansannnn EXT• XX -90° CORNER -XX (2 TRACK DETAIL' U',SHT. 183 HORIZONTALSECTION A -A ANCHORAGE DETAILS'E' 909OUTSIDE CORNER) - EXAMPLE &'G', SHT. 13 DETAIL BB', SHT. 19 DETAIL 'HH, SHT. 19, ANCHORAGE DETAILSDETAIL'Z, SHT.18, 'M' ANCHORAGE DETAILS T &'O', SHT. '14 &'J', SHT. 13 NEL PANEL PANEL PANEL YPE TYPE TYPE TYPE M' MA jHlE [�=A DI SEE TAB: NOTE a3 X X X X .ES DETAIL Y, SHT. 18, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS W EXAMPLE SHT. 13 &'L', SHT. 14 ETO THt3 NOXD!!L$ F1 94276 . . . • • •SERIES 770 ALUMINUM SGD LMI . . . aaegxr626 . • •� • • • • NOXOM($ 8.34274JLIU_5�jj l 8BDM I NISI 18 23 PGT0002 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �`,.•'epENSg '• ;F4' No. 5887�705 1,S,S1ONAL `��.�`. A. LYNN MILLER, P.E. _ P.E.0 68708 SILL RISERS OPTIONS 21 16 2.666• EXT. 1.b67' EXT. FLUSH BOX SILL RISER LOW BOX SILL RISER 16 EXT for FLUSH FLAT SILL RISER FIXED PANEL' SHOWN DETAIL'V' 20 2.656' EXT. �j LOW FLAT SILL RISER FIXED PAN SHOT DETAIL W 23 3.306' EXT. �4 MEDIUM BOX SILL RISER 22 3.3106" EXT. _J MEDIUM FLAT SILL RISER 24 4.065' EXT. j HIGH BOX SILL RISER 26 4.066' EXT. HIGH FLAT SILL RISER ICED PAN SHOT DETAIL 7 C] EXTERIOR INTERIOR [� (ALL VERT. SECTIONS) 2 112 EXT. 45 b2 61 c— DETAIL'MM'SCREEN 53DETAIL'LL'SCREENATHEAD AT SILL Florida ty JL �-1 • • • • 113 i 1 I' 113 r ����` • • • • • • • • • • • • NO.58705 DETAIL'U' DETAILW DETAIL'Y' = y} � '. sT TE44-Lo 11. <(/ ' O.o' •.,oR1oP• ' J.J. 0/11/11 NOQEi1i183MEETi • • • • m�orEc�nvaLooroxroe P°10� VERTICAL SECTION DETAILS JR o N • • GE&To7:IsitiEal • • moKows, FL s4zm SERIES 770 ALUMINUM SGD - LMI (� •a • • • • • • P.O 8QX 1dPB NOKOMJS FC 94E7d' eaawxaeea ens sec we"m- son�ro NTS 18 a 23 pc; xe: A L>!NNtMLLLEig W.£�� 102 P.E.#66706 �Og�g °� • • ,� ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 0 STANDARD ASTRAGAL ma IMP DETAIL'SS' HEAVY DUTY ASTRAGAL AND STILES 18 6 80 OR 61 113 106 106 AT MIDSPAN DEfA1L'DD' (FIXED PANEL) 14 6 80 OR 61 113 106 105 AT MIDSPAN DETAIL'FP (FIXED PANEL) • • • ( NOXOMW, Ra BBQQx Ims ft 34E74 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL'HH' DETAIL'GG' (FIXED PANEL) ATJAMB HORIZONTAL SECTION DETAILS SERIES 770 ALUMINUM SOD - LMI =. . NTS 18 d 23 0"'POT0002 .... , todda �• Nr a..n M '4 z"t No. 687��0{{5LL :�• TE bF� •ttl�: ��S `�.•'•. fiLORtOP.•'•��� � ",' , f`S/ONAL ��• A. LYM4 MUM P.E. P.E. Wos 4 INTERIOR 20 (ALL HORIZ. SECTIONS) • • • • tI—L, EXTERIOR • ,� • ••• • •• ••• •• • • • •• ITEM 61 SHOWN, ITEM 80 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE 11/11 NO fj11AN(iEiTii/S SHEE7• • W'd F•T .C2 NOrZlVa stun 1.9 • • f070Zma"Is M03RW 1111 • • • ( NOXOMW, Ra BBQQx Ims ft 34E74 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL'HH' DETAIL'GG' (FIXED PANEL) ATJAMB HORIZONTAL SECTION DETAILS SERIES 770 ALUMINUM SOD - LMI =. . NTS 18 d 23 0"'POT0002 .... , todda �• Nr a..n M '4 z"t No. 687��0{{5LL :�• TE bF� •ttl�: ��S `�.•'•. fiLORtOP.•'•��� � ",' , f`S/ONAL ��• A. LYM4 MUM P.E. P.E. Wos 0 5 7 -T 11Li 11 7 5 • •• •• • • • •• 0• DETAIL 'JJ' DETAIL 'KK' • • • • • • • • • • • 2—TRACK SHOWN) CORNER, ;,90°•I ..©INNER, (90° INSIDE 2 TRACK SHOWN ) :,�V.**';;��"s� Q; • • • • • • • • • it ; No. 68705 — ' adJ rt�o� _= !.d •:V''—moi �„'�W j •10/91/91 C rH13 S EEr /ZONTALSECTIONDETAILS CORNERS•JR :� '. 5fFATE 15• fomTECINOLOGYDRIVE oi/2.14• 9LX 3 O 1 Er • • NOMWA FL W7s,jSS,�O• R2-rl ES 770 ALUMINUM SGD - LMI • r f • P.0. BQX 1HP8_�!! NOXOAOS, FL 3427A .• NT3 291 a 23 "" PGM002 C2 A. LYN�7.8 68705P.6. I.!08 Rio;A • •• •• • • • •• 0• 202 GLASS 7/18 LAM04ATED HLIfT PVB 793 • • • �LASli 8 OOA HT4fT PVB 204 bLAI.4 • 7A8 LRMIIJATED HT•HT SOP � D HLI9I' SGP 17328 ITEM POT ONO 0 POT d Descdptlon 17327 817327 INIERLOCKADAPTOR 63 1715 Y 17308 617308 2 -TRACK HEAD 71728 31LL ENO WEATHERSTRIP PAD &i 17328 817328 INTERLOCK SCREW COVER 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAIL 6B 17339 817330 HEAVY Dlltt ASTRAGAL � 17324 3 17309 817309 3 -TRACK HEAD 417350 WEATHERSTRIP EXTENSION (INJECBON MOLDED) 71 1�5 71898 11/2"X1"X3'4"HIGHFlN SEALDUSTPLUGS 4 17312 617312 4•TRACKHEAU 73 8163 78163N TANDEM NYLON ROLLER ASSY. 74 114 5 17314 617314 FRAME SCREW COVER 78186X TING BLOCK 78 71032XiFPFX H10.32 X1' FL SS S(21EW W/ ttPE °F' TIP 7/ 6 17317 617317 FRAMEHEADMAMSADD-ON 17358 817358 3✓16 8 L4 OGEE BEAD HORIZONTAL 79 17357 817357 7 173D4 817304 2 -TRACK SILL 7118 BEAD HOR120MAL 81 1738!1 877380 8'18 BEADHOWZONTAL 82 8 17301 617361 -TRACK SILL WITH SCREEN RAIL 107APE U2%C 1N8° 8INOLE 801E ADHE6IVE TAPE FOR 16 BEAD 9 17307 Sf73D7 3-TRACKBILL 10 17310 617310 4 -TRACK SILL it 17313 617313 FRAME SILLTRACK INSERT 12 17315 617316 FRAME S9ISCREEN ADDON 13 17316 617316 FRAME BILL SCREEN END AMON 14 17305 617305 TPACKJAMB 16 17302 817302 2 -TRACK JAMB WITH SCREEN RAIL 18 17308 617308 3•TRACKJAMB 17 17311 697311 4 TRACK JAMB 18 173622 617322 SILL RISER -0 19 17319 817319 SILLRISER-O HOLLOW 20 17321 817321 BILL RISER • LOW FLAT 21 17318 817318 BILL RISER -LOW HOLLOW 22 17366 817365 SILL RISER - MED FLAT 23 17364 817364 SILL RISER - MED HOLLON/ 24 17320 817320 SILL RISER - HIGH HOLLOW 25 17323 617323 SILL RISER - HIGH FLAT 28 17333 617333 POCKET DOOR P -HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 617334 POCKET DOOR P -HOOK MOUNT 29 17335 617336 P4100KDOVFJ6 30 17348 817348 POCKET DOOR P -HOOK FOR SOXRISER OPTIONAL PARTS (NOT SHOWN IN DRAWING) 40 4319 812258 SCREEN SIDERAIL-LOCKSTILE 41 7LOG(WGSK SCREEN LOCKBET 42 41818 SCREEN KEEPER BPACER SET 49 6152 69152 9IXIEENINfERLOCKADAPTER 44 4428 86428 6(REENDOUBLEINfERLOCK. 45 4317 812268 SCREEN TOP RAIL 46 4318 812267 SCREEN BOTTOM RAIL 47 889, iSRAZ 8TANDARDROLLFJ2 48 868 7SAAX 8TANDARDROLLER-ST.STL 49 4344 84344 8CREEN ASTRAGAL 60 17349 817349 ONJ8CREENASTRAOALADAPIER RODUCTRBVISBD mmplylno with Itm FIM 51 9892 81892 SCREENSPUNE•.185 undine Cade _ 12 2, 4cceptonso No 52 53 1894 81890 81818020 SCREEN SPLINE • .150 8CREEN CLOTH Od0�0t0 "4 54 1725 U2" x 4' % 1116" SITBNO BLOCK 55 1728 1° X4" X 1118" BIT arulDedel'ro�111 cuntrol`�...> \\\\IIIIIr77 j� 99 \�P�'<.. \,\CENSE' •.F.f> is • • C2 x . yti • • • • NOTE: ALL ALUMINUM • • • = 6063-T6 No. 58705 �-D i • " TRS �• • Jl 110H1/11 •R C" •IYOC11ANt?�•TH►sar r P RTS L/ST �0��` ' :�CORIOP.•' JR OMW14• C2 e4DDEDOWS•P• • 4-217 ruToao a�s4v '� '%,�SIONA4 up ; • • • SERIES 770 ALUMINUM SQD - LMI ' 7j 1,1111111, • • • • 4nVs • • P.O. BQX 1828 NOXOlA6 A.34874 P.E. A. LYNN.M� 3M OrY0M RJA • • , o NTS 2 a 23 PGTT0002 C2 � 202 GLASS 7/18 LAM04ATED HLIfT PVB 793 • • • �LASli 8 OOA HT4fT PVB 204 bLAI.4 • 7A8 LRMIIJATED HT•HT SOP � D HLI9I' SGP 17328 817328 PANEL STILE(FB:AVYWTY) 62 17327 817327 INIERLOCKADAPTOR 63 1715 BTP248 VINYL BULB WSTP. • TH1N pNBIDE INTERLOCK) 84 1729 71728 31LL ENO WEATHERSTRIP PAD &i 17328 817328 INTERLOCK SCREW COVER 87 17320 817329 ASTRAGAL 6B 17339 817330 HEAVY Dlltt ASTRAGAL � 17324 817324 TOP & BOTTOM RAO. 70 17.158 417350 WEATHERSTRIP EXTENSION (INJECBON MOLDED) 71 1�5 71898 11/2"X1"X3'4"HIGHFlN SEALDUSTPLUGS 72 8153 76163X TANDEM ST. STL ROLLER ASSY. 73 8163 78163N TANDEM NYLON ROLLER ASSY. 74 114 SRICONE OOW8990R995 76 8185 78186X TING BLOCK 202 GLASS 7/18 LAM04ATED HLIfT PVB 793 • • • �LASli 8 OOA HT4fT PVB 204 bLAI.4 • 7A8 LRMIIJATED HT•HT SOP � D HLI9I' SGP ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BEM P(41' Ddg. 6 POT • Dascdpllon . 80 97325 817326 PANEL 3TILE 81 17328 817328 PANEL STILE(FB:AVYWTY) 62 17327 817327 INIERLOCKADAPTOR 63 1715 BTP248 VINYL BULB WSTP. • TH1N pNBIDE INTERLOCK) 84 1729 71728 31LL ENO WEATHERSTRIP PAD &i 17328 817328 INTERLOCK SCREW COVER 87 17320 817329 ASTRAGAL 6B 17339 817330 HEAVY Dlltt ASTRAGAL � 17324 817324 TOP & BOTTOM RAO. 70 17.158 417350 WEATHERSTRIP EXTENSION (INJECBON MOLDED) 71 1�5 71898 11/2"X1"X3'4"HIGHFlN SEALDUSTPLUGS 72 8153 76163X TANDEM ST. STL ROLLER ASSY. 73 8163 78163N TANDEM NYLON ROLLER ASSY. 74 114 SRICONE OOW8990R995 76 8185 78186X GEMINI MORTICE 3PLY WAL LOCK W/LONG TRIM PLATE 78 71032XiFPFX H10.32 X1' FL SS S(21EW W/ ttPE °F' TIP 7/ 117 7103239 10328TEEL DNC U -NUT 78 17358 817358 3✓16 8 L4 OGEE BEAD HORIZONTAL 79 17357 817357 1°10 BEAD HORIZONTAL 80 77359 817359 7118 BEAD HOR120MAL 81 1738!1 877380 8'18 BEADHOWZONTAL 82 1224 8TP247K VINYLBULBWEATHERS7RIP 83 107APE U2%C 1N8° 8INOLE 801E ADHE6IVE TAPE FOR 16 BEAD 100 8052 48062 ROLLER ADI ROLE HOLE PLUG 101 LAMINATEDIOII4T-7118LAd10JATEDHT-HTPVS 72087 .NMB BUMPER 902 1� 71898 IXlSTPLUO 103 8188 78188X 1" KEEPER 704 063 7SDKEEP SCREEN LOCK KEEPER 105 17344 817344 FIXED PANEL CUP - 6" LONG 108 17352 817352 EXTERIOR f1XED PANEL RETAINER 107 1739 71739 HANDLE 187 -INTERIOR RAISED WITH THUMB TURN 108 -1740 71740 HANDLE TOT -RAISED EXTERIOR HANDLE 109 1731 T81825N HANDLE KIT •RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLEKIT- RECESSED f7QERI0R PULL 111 710Xi4PP3 810 X374" PH. PN. TEK-5.8. 112 1235 87818 WSTP,.270X.170-flN.SEAL 113 1792 84088 .187 X.230 FlNBEAL 114 790X116PPX MOX11/2" 115 710IQWT IHOX7° 918 720X1X 1H4.20X1'STSTL 117 720X1 12X N94.20 X 1.5° ST. SIL 178 17338 817338 CORNER RECEIVER - 119 17337 817337 OUTSIDE CORNER ASTRAGAL 120 17338 81173 INSIDE CORNER ASTRAGAL 2'10 GLASS LAMINATED 10 3(187.7M8 LAMINATED HT -HT PVB 211 GLASS LAMINATEDIOII4T-7118LAd10JATEDHT-HTPVS 292 GLASS LAMINATED103118T-7/teLAMiNATED HT -HT SOP 213 GLASS IANOfNTE0101I4T • 7718 LAMINATED Hi -HT SOP 214 GLASS 7718 LAMINATEDANN�U4N60P 216 GLASS S'18LAMINATED ANN-ANNSOP 218 GLASS LAMINATE0IG 3!187-7118 LANONATEDANN�AIOJ SOP 217 GLASS LAMINATEOIGV4T•7718LAMWATEOANN-ANN SGP 1 1.303" 0.718° 1.Q60° 0'326" 0.060° 0.779" 0.082" 0.082" 0.284° J 0.83" 1.060° 1.003" 0.762" I 0.289" 0.76 0.050" 0 061. 0.080" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK GLAZING BEAD (I.G.) FOXED PANEL CLIP (65) MAT'L• 6063-T8 (6) MAT'L: 6083-T8 (78) MAT'L: 6063 -TO (1 1) MAIL: 6083-T8 (79) MAT'L: 6063-T6 (105)MArL: 6003 -TO 1 0.752" L 0.233" 0.062" P -HOOK SCREW COVER (29) MATL:6083-T8 3.802° 1.163• 0.885" 0.080" 17 o.a6z• �- 1.88 0.709" 1.162" -: 0.650" 1.739° FOXED PANEL RETAINER INTERLOCK (108) MAIL: 6063-T8 (U2)MArL: 6063 -TO 0.281" 2.304° 0.08 0.79 2" P -HOOK MOUNTING ADAPTOR (28) MAT L: 6063-T6 P -HOOK FOR BOX RISER HEAW DUTY ASTRAGAL 3.802"{30) MAIL 8083 TB STANDARD ASTRAGAL (O8) MATL• 6083-T6 (67) MAT'L: 0083-T6 4.125", LL 4 - � 4" 0.674° (tt � 0.082" 0.076° - 1,8" 0.133° 0.082° 1.304° 1.8" P -HOOK (26) MAT'L: 6063-T8 3.12S 3.25° STANDARD STILE 3.125" TOPBOTTOM BOTTOM RAIL (60) MAIL 6063-T8 HEAVY DUTY STILE (89) MAT'L: 8083 T6 1.872° -7 0.232" (81) MAIL: 6063-T6 0.760° 0.760" T 0.082° 1.019° 1.487° SCREEN STILEI �1L 0.232" 0 082° 0062" (40) MAT'L: 6083-T8 0.062° ► Ih+- PRODUCT REVISED FLUSH FLAT SILL RISER 0.232° as complying tegB tlw llmida 0;750^ Buildlug Code (18) MAIL: 6083-T8 AmplaneoNo 0.232° ! p } ®$� 0.062° 0.808° fix__ 'r 4.085" 3.305° 3.955" W:W -261aduciConlf 2.586° 0.082° 3.205" I1.667" 2.ass" ��tlltlilf,,� • • • • • • • • • No. 68705 • • • • • - • • • • • • • • • • • 0.082°. 0.082° --►It+- 0.082° -_ HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT S[LL RISER (24) MAT L 8083 T8 (23) MAT'L 8083 T8 (21) MAT L: X83 T8 19) MAT L 8083 T8 (20) MAIL: 8083 T8 22) MAIL: 8083 TB (2b MATL 8083 TB �c( • 10/11/114,C . &0OHANQb'THIS EETEXTRUSIONS ��'0F JR• 01/29!1•! •t2 AtOctfapE • SHEET ItraanctwDfoo�Diuve � �Sis;%0.....• �C��� • . • • SERIES 770 ALUMINUM NALtt��� • • • • • • RO Bop fSTB NDXOMf9,X11'%A j�GV` sA ' u*.§v' rta° A. LYNN MILER, P.E. Saar. "smn A a °� • • soDno NTS 22 a 23 POT0002 02 REX 58705 • • • • • • • • • • • •• •• • • • •• •• 5.068° 8.682° 1.38° , 1.505" 1.993° 0.062" 0 0.081° 0.080" 2 -TRACK HEAD 4 -TRACK SILL (1) MAIL: —6083-T6 (10) MAIL: 8083-T6 8.188° 1211° 2 -TRACK HEAD W/ SCREEN2-TRACK HEAD W/SCREEN TACK 2 MATL:8083•T8 8.528" --►� 1.606" O•O" 3 -TRACK SILL (9) MATE 8083-T8 7.105" 1.bd5" r � -211" O- "2 -TRACK SILL WI SCREEN TRACK 0.081" 8 MATL:6063-T8 3 -TRACK HEAD (3) MAIL• 608346 9.142° I rTT7TTT--T---' 1.211° 4 -TRACK HEAD 0.0817 (4) MAIL: 8083-T8 6.621" 1.6" 1,e INs�� CDRr OMIL& • • • (42o). Tl;ec"• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1.045" 1.38° , 1.993° 0.062" 0.081° SCREEN TOP RAIL 0.081° (45) MAIL: 6083-T6 5.069" 6.988° F� — 0.876° 1.893° :A 0.062° SCREEN BTM. RAIL (46) MAIL: 8063-T62 T_�CK JAMB (14) MAIL: 6063•T6 4.49" 1.605° 0.080" 2 -TRACK SILL (7) MAIL• 6083-T6 G. OUTSIDE CORNER ASTRAGAL (119) MAIL: 8083-T8 CORNER RECEIVER (118) MAT -L: 6063 -TO 3 -TRACK JAMB (18) MATL: 8083-T8 4 -TRACK JAMB (17) MATL: 6063-T8 P. e4x1mSERIES 770ALUMINUM SGD - LMI WKOMs, MSOM •I swrro NTS 23 a 23 " --- POT0002 2 TRACK JAMB W! SCREEN TRACK 05) MAIL: 6063-T8 RRVISED' R aitli tho Florida LYNN `�Q��� ' y�GENSF •.�� � ` No. 58705 !�Q•i'BtfgE" F( ••(j/w� �i���sS.FCORIOP. •�G\��� , YtONAL`���. A. LYt6WiLLW P.E. P.EJWTO8