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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: � I- I�� Permit Number: \.0NQ)-A-13310 • RECEIVED -- - — ---- _ Building Permit Applica ionJUL 15 2019 Planning and Development Services Building and Code Regulation Division ST. 6ucia County, Permitting 2300 Virginia Avenue,Fort Pierce FL 34982 ' Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMITTYPE: Window / Door PROPOSED IMPROVEMENT LOCATION: 1505 NW Sawgrass Way, Palm City FL 34990 Address: 1505 NW Sawgrass Way, Palm City FL 34990 Property Tax ID#: 4426-815-0061-000-7 Lot No. Site Plan Name: Harbour Ridge Block No. Project Name: Messinger Residence DETAILED DESCRIPTION OF WORK: Remove and replace PGT impact windows and impact doors.(10)SH5500 NOA#17-0630.05,(21)PW5520 NOA#17-0614.09, (3)AR5520 NOA#17-0614.09,(2)HR5510 NOA#17-0411.08, (1)FD5555 NOA#18-1108.03,(1)SGD5570 NOA#17-0420.06 CONSTRUCTION INFORMATION: Additional work to be performed under this permit-check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters ✓ Windows/Doors Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ 9-U -P QQ Utilities: —Sewer —Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Messinger Larry, Messinger Bonnie Name: David LaPrade Address: 54 Tan Vat Rd. Company: The Glass Professionals City: Rumson State:_ Address: 3570 SE Dixie Highway Zip Code: 0776 L 60 �1 Fax: City: Stuart State:F Phone.No. b6 ,7�Ao Zip Code: 34997 Fax: 772-286-0461 E-Mail: Phone No 772-286-0459 Fill in fee simple Title Holder on next page(if different E-Mail permits.glasspros@gmail.com from the Owner listed above) State or County License 19363 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED qN THE JOB IT EFORE THE FIRST INSPECTION. IF YOU OBTAIN FINANCING, CONSULT WIT OU EN R R TTORNEY BEFORE RECORDING YOUR TllF C E EMENT." i Sign atu essee Contractor as Agent for Owner Signature of Contractor/License older \ STATE OF FLORIDA STATE OF FLORIDA ` LINTYOF MaHly) COUNTY OF MAY) e for oing instrument was acknowledged before me The forgoing instrument was acknowledged before me o N is day of �u�y 20� by this] day of 20� byCD U o ai Z Nsid �adb d dLU ¢ o � � - Z ; me of person making statement. Name of person making statement. zo n � o � Io rsonall Known M y � OR Produced Identification Personally Known OR Produced Identification � > pe of Identification Type of Identification o oduced Produced i nature of Nota PuRic-State of Florida :��•..s< g Notary 2'' ) (Signature of Notary Publ' -Srt�a�te of Florida) ,N Commission No.CG2N V—r (Seal) Commission No. —12A Ob-T (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. RECEIVED FILE C0ooY'JUL15 "�0. M IAM I-MADE —DADE COUNTY,FLORIDA ST. Lucie CourtY, PermittFSW DUCT 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) www.miamidadl.gov/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 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 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"FD-5555"Outswing PVC French Door w/&w/o Sidelite and Transom—L.M .L APPROVAL DOCUMENT: Drawing No. MID-5551, titled"Vinyl French Door and SLT/TR', sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, 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 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. � J RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 17-0504.05 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. 1. 7 . i„UAMM®O (2/�/��� NOA No. 18-1108.03 r ( Expiration Date: January 23,2024 Approval Date: December 20,2018 Page 1 I ' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No. MD-555.1, titled"Vinyl French Door and SLT/TR', sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, 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)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 marked-up drawings and installation diagram of a Series FD-5570/FD- 2770 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0126.04) 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 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 marked-up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) 3. 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 203-94 along with marked-up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8715, dated 11/05/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0126.04) Sifang Zhao,P.E. Product Control Examiner NOA No.18-1108.03 Expiration Date: January 23,2024 Approval Date: December 20,2018 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. 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 along with marked-up drawings and installation diagram of an outswing PVC French door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A.Naya, Jr.,P.E. (Submitted under NOA No. 13-0815.03) 5. 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 203-94 along with marked-up drawings and installation diagram of an outs-wing Rigid PVC French door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 6. 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 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13,signed and sealed by Jorge A.Naya, Jr.,P.E. (Submitted under NOA No. 13-0815.03) 7. 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 203-94 along with marked-up drawings and installation diagram of a Rigid PVC fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A.Naya, Jr.,P.E. (Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Sifang Zhao,P.E. Product Control Examiner NOA No.18-1108.03 Expiration Date: January 23,2024 Approval Date: December 20,2018 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.03) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409.03) 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 12/29/11, expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G.Durability No Fog-Pass. (Submitted under NOA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft?°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted under NOA No. 13-0815.03) Sifang Zhao,P.E. Product Control Examiner NOA No. 18-1108.03 Expiration Date: January 23,2024 Approval Date: December 20,2018 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions,Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBC 61h Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/28/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc.,dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A.Naya,Jr., P.E. (Submitted under NOA No. 13-0815.03) G. OTHERS 1. . Notice of Acceptance No. 17-0504.05, issued to PGT Industries, Inc. for their Series "FD-5555" Outswing PVC French Door w/&w/o Sidelite and Transom -L.M.I., approved on 12/14/17 and expiring on 01/23/19. Sifang Zhao,P.E. Product Control Examiner NOA No. 18-1108.03 Expiration Date: January 23,2024 Approval Date: December 20,2018 E-4 SERIES FD-5555, DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING PRODUCT RENEWED FRENCH DOOR&SIDELITE/TRANSOM(SLT/TR) VARIES, RATED FOR LARGE&SMALL ea complying with the Florida SEE SHEETS 4&6 MISSILE IMPACT RESISTANCE Building Coda TABLE 1: NOA-No. 18-1108.03 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, Group Anchor Substrata Min.Edge Min. ExphaUon Dote 01123/2024 INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Distance Embedment B y 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. A 3116'ElcoURlaeon Ungm ted CMU,��Gam) 1° 1-1/4° Mlam a e Produet Contras Urlgrouted CMU,(ASTM G90) 2-1/2' 1-1/4' 3)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY.USE ONLY MUNI-RADE COUNTY APPROVED MASONRY ANCHORS. P.T.Southern Pine(SG--0.55) 1/2' 13/8" MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF #10 Steel SMS(G5) PRODUCCREVISED NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN.1.9 KSI AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. #10 410 S.S.SMS Aluminum,6063.75° 5/161 0.063° m ft-plying with"Fbdh 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/1°THICK #•1018.8 S.S.SMS Steel,A36' -5/16" 0.063" B-Adi gCad°Aortptaoo•Wo Q ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO B Steel Stud,A653 Gr.33' 5/16" 0.063° 'endoa -1 SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.IXAND 2X BUCKS(WHEN USED)SHALL BE P.T.Southern Pine(SG=0.55) 1/Y 13/8' _I DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE 3/16°Elco Utracon Grouted CMU,(ASTM G90) 2-1/2' 2-1/4° M RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Concrete(Idin.2.85 kel) 1° 13/8° 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NONSHRINK,NON-METALLIC GROUT AT 3.4 KSI MIN. 1/4-Elco Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4° PER ASTM C1107,(DONE BY OTHERS).MAX.1/4-SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORTTHE ENTIRE LENGTH `o C)UPDATED TO FBC 2017• OF THE SILL THAT IS NOT TIGHTTO THE SUBSTRATE.AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, #12 Steel SMS(G6) P.T.Southern PIRG(SG=0.55) 9116° 13/6° :s ADDED SPACER DWGS., 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE #12 410 S.S.SMS Aluminum,6063-T5" 3/8' 0.071' a° REVISED#22-JR-04/10/17 AUTHORITY HAVING JURISDICTION,COMPLYING WrrH THE FBC. #1218 S.S.SMS Steel,A36' 3/8' 0.071" 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT Steel Stud,A653 Gr.33' 3/8° 0.071°(14 Ge) U LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS SHEET.NARROW JOINT SEALANT IS USED ON ALL FOURP.T.Southern Pine(SG=0.55) 1° 13/8' j 3 ems- _ •way CORNERS OF THE FRAME EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNG/FUISHING STRATEGY 1/4'Elco Ultracon Grouted CMU,(ASTM G90) 2-1/2° 1S/4' Q' Y FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE C in INSTRUCTIONS. Concrete(min.Z85 ksl) 1' 13/8' r a1a0 7)MAK 114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE Concrete(min.3.35 ksl) 1° 1314° 0 a O u USE 1/4°Elco 410 S.S.CreteFlex 0 v to in SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY OTHERS,MUST BE SUFFICIENTLYANCHORED TO Ungrollted CMU,(ASTM G90) 2-1/2' 1-1/4" J o 0 d RESIST LOADS IMPOSED ON THEM BY THE DOOR,SIDF_UTE OR TRANSOM. P.T.Southern Pine(SG=0.55) 1- 13/8• Z LL m t:E 2. e)DESIGN PRESSURES: 1/4°Elco 18-8 S.S.Aggregator Concrete(min 3.27 ksl) 1-1/Y 1378" U U d 0 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. Un9rDuled CMU,(ASTM G90) 4° 1-1/4° W-0D ON B.POSLTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 1/4'Elco UltrxOn Concrete(min.2.85 ke) 2-IIT 13/8° q �a0 PER ASTM El 300. D ^ .�-• C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 114' EIco410 S.S.CreteFlex Concrete(min.3.35 ksl) 2-1/2' 13/4' o Z rnv uJ •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE O REQUIRED DESIGN PRESSURE.THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT.THE TABLE 2 �- 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO Ix CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE , Type Description Where Used: ® � 0 lea ( INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE p U) H 1 13116'Laml.IG(1/8'T-11/16'A r-1/8'ANN-.090°PVB-1/8'ANN) Door = ILL- z 10)ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA,INC.O R VISION U 0 2 1-311G Lemi.IG(3/18'T-618'Air-1/8'ANN.-.090•PVB-1/8'ANN Door Z EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. ) < W Z arms 3 1 16'Land.IG(1/8'T-9116'Air.3116-ANN-.090'SG-3116°ANN) Sldeliterrmiscm 8 M -i 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE 4• 1 16'Lanni.IG(3/16'T-1/2'Air-3/16'ANN-.090'SG-3J161 ANN) Sldelite/hansom LL to 5 1 HB'Lan-d.IG 1/B'T-9/16'Air-3/16•ANN-.090'PVB-3/16'AN Sldelita/Transom � Z "' 12)•FiEFEPENCES: ( M Z W . TEST REPORTS:FT.-7339,7371,8715,8716&0717 8 1 16'Leml.IG(3/18'T-1/2'Air-3/16'ANN-.090•PV9-3/18'ANN) Zile j (, LL NOA'S:ELCO ULTRACON•CRETEFLEX&AGGREGATOR ANCHOR NOAS, ENERGI FENESTRATION SOLUTIONS USA,INC.OR 7 7116'Leml.(311(r ANN-.090'PVB-3/18°ANN) DOof/3fdeBra/TratisOm epi •,rap rav°s VS-ION EXTRUSION,LTO.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHrm)RIGID PVC NOAAND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA •ANN'-ANNEALED 'T`=TEMPERED LY 13)THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. 'PVB'-.090°TROSIFOLO PVB INTERLAYER BYKURARAYAMERICk INC. `�` ON••••••. /{// //� 'SG"-.090'SENTRYGLASOINTERLAYER BY KURARAY AMERICA.INC. ; .���'1J�NSF'•�(� �. Min GUIDE TO SHEETS: Q:' •. Matetel Fr Min.F" SEE SHEET 3 FOR SPACER INFORMATION. Sled Screw 92 ksl 1111 161 GENERAL NOTES..........__..........1 No.58705 ELEVATIONS...ILS.._......_.._..........2 188$crew 6Dksl 9610;1 GLAZING DETAILS...._...................3 CODES/STANDARDS USED: 410 Stray 90 ksl 110161 DESIGN PRESSURES..._..............4-5 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION ' �= . EYn AgDeGotooD 57ksl 96 ks1ANCHORS.........................._.........4-6 •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION GUInaC 0 155 ksi 177 ksl INSTAATION.............._.............7-9 -ASTM E1300-09 �O� ro LL ''• ORI.O 410 SS Elea CideRaM 127.4161 189.7 ksi EXTRUSION PROFILES...._.........10 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION �L9 . ,.•• •C�G\� m63•T5A! Mum 16 kS1 72 W PARTS UST................_______.._.11-12 -ALUMINUM DESIGN MANUAL,ADM72015 //// /ONAL A3I Steel 39 ksl 58 ks1 CORNER DETAILS._......._........_11 •AISI s1o0-1z ////rilnt111` Or.33 Steel Stud 1 33ksl 45 ksi HARDWARE DETAILS..._._....._.12 •AISC360-10 A.LYNN MILLER,P.E. P.E968705 PRODUCT RENEWED EXAMPLE CONFIGURATIONS as compiging with the Florida Building o 40' tAAX. NOA-No. 18-1108.03 W111 ' 38-314*MAX �J 7�MAX MAX MULL 1`MULL —.-1 3 MAX MU� �PiretlonD to 01/23M024 MAX SLAB I (MAX I —►il�— Br WIDTH Mismd.Product Control MAX. DAB (ALL DOOR 83-78' HEIGHT . MAX SLAB / / / /- / / / By . HEIGHT CONFIOS.) M' ads ``\ `,\ ``\ // ``\ '\ •N°C)NO CHANGES THIS SHEET IR-04/10M7 Ld TYP.DOOR SLAB X )XOIX(SHOWN)OR 40 ONO V U (WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE 3 c') —ySHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) C y 30E FT'MAX. 30.5 FT'MAX 4W MAX. p ,0 DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM 38-314' 'n a1oQ 3: HEFT# TABLE 8 8 9,SHEET 5 TABLE 8&e,SHEET 5 HORIZONTAL MAX. "� N O Lo MULLION ;y9 p tq 10 -T- LENGTH 8 O p O �c " it tL 76'MAX r MAX. MAX w U o 1'MULL( ) �I uxa�0 roN g8-718• 10&1116' Typ, F-Z w u t0 MAX, MAX �- 1'MULL ^L>'.. ' j DLO DLO o Z p V % \ Z 1�1' 111' O MAX cj O HEIGHT / HEIGHT - 7'MULL O OR WIDTH OR WIDTH ® O 1-4s 961 MAX VERTICAL MULLION aLo zo - \ / LENQTH U L3 LL .e1 LL 0 D_ W \ / W S \ o Z u7 � ll-asaO w 01X0(I0 SINGLE O SINGLE OOIO(MAXIMUM OF 2 (WIDE STILESANOWIDE (WIDE STILES AND WIDE (NARROW STILES AND NARROW MULLEOSIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) (WIDE STILES AND NARROW O/O WITH O/X WITH Q';' •-tn�% NOTES! RAILS SHOWN ON SIDELITES) HORIZONTAL. HORIZONTAL 74. No.59705 1)SINGLE DOORS MAY BELEFTORRIGHY-HANDED. MULLION MULLION *y 2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS PER THIS NOA. (WIDE STILES AND (NARROW STILES V' 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW �;'•��` 4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40'IN HORIZOWALAPPLICAMONS. �0,�-.• 7E O (V 6)NARROW OR WIDE STILES AND RAIL&MAY BE MIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY. ON TRANSOM) )8 RAILS SHOWN ON 6)ADDITIONAL CON FIGURATIONS USING THE I'FRENCH,DOOR MULLION ARE POSSIBLE USE THE ABOVE DRAWINGS AS TRANSOM) TRANSOM) i��sS,�ORIOp•,: L. A REFERENCE FOR SIZE MTATIONS. U �//1111111\ A.LYNN MILLER P.E t P.F#58705 GLAZING DETAILS PRODUCT RENEWED as=1 Ing with the Florida 1.3/19"NOM, 13116•NOM. 1-371s"NOM. Do ncle -1108.03 TACK IS GLASS STACK 5MV LAMINATED GLASS STACK 5/1VLAMINATED GLASSS 711W LAMINATED GLASS STACK GLASS STACK. GLASS STACK SILICONE Expiration p9o, 0112312024 !8'ANNEALED GLASS _Ala'ANNEALED GLASS 3116*ANNEALED GLASS S�' 111le'AIRSPACE-, 4w PVB 518'AIRSPACE,, ST PVB 91161 AIRSPACE STRUCTURAL ,t4'NOM. Ia­0:i ado Pd.ct�C...l _0 POLYISOBLITYLENE IIB'TEMPERED GLASS-, --VW ANN CLASS I16*AN EALEDGLASS —3/ifr EALED GLASS WITH DESICCANT PRODUCTREVISED -AIRSPACE 11J= S. 311W TEMPERED GLASS-, 118'TEMPERED GLASS,, KODISPACE. W.—plyini;with dw Fkdb E)(T.GLASS DR 14 EXTERIOR 14 -LRI 14 4SG TPS Aeap[eam No EXTERIO 11116* 11/16, EXTERIOR 11116' INT.GLASS <�3 3 GLASS BITE 1�3 pq II GLASS BITE <�D GLASS BITE By 37 3a 39 40 42 37 38 39 40 42 37 39 39 40 42 Z; 9 41 41 41 NOT MELT BUTYL C)ADDED SPACER DRAWINGS- GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 STRUCTURAL JR-04/10f17 USED IN DOOR ONLY USED IN DOOR ONLY TYP.WOE FRAME GLAZING SILICONE DETAIL.NARROW FRAME SIMILAR FOAM—\ 3116'NOM. WITH DESICCANT cr) 1-3116'NOM. _VI 6'NC". GLASS STACK SUPER nay G 7/16"LAMINATED GLASS STACK 7116*LAMINATED GLASS STACK- T LAMINATED EXT_GLASS Of 9 2 R_ GLASS STACK GLASS STACK 7-1 GLASS STACK SPACERV 0 co =pa 3t 0 fn U) _31`16-ANNEALED GLASS —3M(r ANNEALED GLASS —3/16"ANNEALED GLASS NXTm ��'2' 2 1 W AIRSPACE 9/16AIRSPACE, 112'AIRSPACE, 0 et .090"SG 118-TEMPERED GLASS-,. PV8 PVS _j 3/16-TEMPERED GLASS� 3716'AN EALED GLASS ­311W"EALED GLASS .-3116* EALED GLASS INT.GLASS Z - 3N8'TEMPERED GLASS-, a R CD 0 =Ef LLJ co a: =N 14 EXTERIOR 14 EXTERIOR 14 DMO EXTERIOR GLASS GLASS BITE GLASS SITE <D 4 ALUMINUM REINFORCEMENT 37 39 n 37 38 39 z 0 n 11 11 37 30 39 40 42 5t16"NOM. < 42 42 41 BUTYL& 'URAL CONE FOAM 'S lNT. 41 41 DESICCANT 0 tamps GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 DESICF=0AM DURASEALO GLASS 0 TSP.NARROW FRAME GLAZING TYP.NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING EXT. r3g) C3:.) a z DETAIL,WIDE FRAME SIMILAR DETAIL,WIDE FRAME SIMILAR DETAIL,NARROW FRAME SIMILAR —SPACER z '3 0 LL 7/l Ir L AMINATED "pVB"=.0q0"TR0SjF0L(P PVB BY KURARAY AMERICA,INC. Z GLASS STACK ISG*=.090"SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. INT.GLASS —311W ANNEALED GLASS > LL —.0901 PVB Ila 1.5kv.1, ---alfivATEALED GLASS POLYISO- DESICCANT FILL AREA 0"tkY LYAtIV""1, OFI...... 27' BUTYLENE i _I I SfIB'NOM. CEN 11/10" SEAL GLASS SITE SILICONE SEAL 3 ROLL-FORMED NQ.58705 STAINLESS STE& EXTERIOR SXL EDGETm 42 48 EXT.GLASS SPACER STA OF sz '­­ tp\'1;S GLASS TYPE 7 ONAL e USED IN DOOR(SHOWN) VN-T.GLASS )iJI1.11110 a SIDELnErMANSOM REFERENCE TEST REPORTS:FTL-8717,8968&8970 A.LYNN MILLER,PZ SINGLE DOOR DOUBLE DOOR SIDELITE-TOSIDELITE SIDELITE-TO-DOOR PRODUCT RENEWED as co INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION BBuildl slcod°"'It''the Florida XX O 0 (XIO,OIX,XIX,OI0140,XIOIX,01M10,ETC) NOA-No. 18-1108.03 4'O.C.MIN., SEE TABLE 4, -- SEE MULLION CLUSTER SEE MULLION CLUSTER Expiration Data 2312024 4-MAX —�{ 4' �^'� {�"'-ASTRAGAL- THIS SHEET, /�' `�\\DETAIL BELOW 1�\ DETAIL BELOW BY FOR QUANTITY, / 1 / \1 MIamF-Da o Product Control CLUSTER SEE TABLE 1, I ATTACH DOORS AND SHEET 1 FOR SIDEUTES TO THE I 9.112' B•MAX 9.12' _ __ TYPE \ MULLION AS PER \ / PRODUCT RBVISBD MAX \ THE INSTRUCTION I ermmplyhp wllbOia Fb1� I I I I I I OF THE INDIVIDUALI I I DOOR OR SIDELITE I I B1°1�8�^ I I I I I I I Anepmarq I I / I �, `,� I I I I irc Dae �q CENTERED I 1 TWEEN CENTERED B HINGES I/// .J_ B HIES SEES I I I i T�VEfiTICAL MUWON i i MULLION NOTE 1 I I 12 O.C. NOTE 11 I I LENGTH IN MAX,aQ LOCK CENTERED I / / I I I DESIGN PRESSURE I I VERTICAL CENTERED I J I I I I I I 1 APPLICATIONS BETWEEN I I\ BETWEEN I I / ISEE j I 4170.0 PSF I i �-` 0)NO CHANGES THIS SHEET HINGES j HINGES I i 1NOTE1 1 I I I JR-04110117 II; rc 10.17 I ,\ 10.12' SIDELITE SIDELITE SIDE LffE DOOR U MAX" MAX" ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS '^'8 ANCHOR REQUIREMENTS T ANCHOR REQUIREMENTS SAMEASHEAD SAMEASHEAD D'2 Ln C Y SAME AS HEAD SAME AS HEAD -------- ❑ x �(.(USING ASTRAGAL) Mfi' MAX `\�`1•MUWON MAX \\��1'MUWON alad ,� O 4'O.C.MIN- / 5' \ 4.O.C.MIN. 4'O.C.MIN. / 4' \4'O.C.MIN. 0 J o O-' TABLE 4: I �- ,1 / -1 1 Z IL co TABLE 3: Ii •XX Door.A4ra8a1 Clueier Anchors RegWrad � I =UT X 6 XX Door.Dorlpn presous @ Head a SII( 1 SEE TABLE 6, 1 I SEE TABLE 6, 0 L) u.v ♦410.0 PSF GLus Type 1 Door Width M) 1 --- I THIS SHEET, 1 --- I THIS SHEET, W Z� a! 0 'ON FOR ANCHOR FOR ANCHOR 1'-' C0 +/70.0 PSF Glesa types 2 8 T 48 60 72 76 �\ SIDE- SIDE- i QUANTITY,SEE �\ S0)E- DOOR QUANTITY,SEE o \,LITELITE. LITE . o � TABLET,SHEET � ��^ TABLE 1.SHEET Z" Cl 1 FOR TYPE 1 FOR TYPE ❑ LL O 0 (9 a o: BO 4 4 4 5 4' 6 4 4 Anohora Requlmd Tera VeNuI Mulooe(each mullion end) FOR-OMIO' m p W 7aa45 96 4 5 4 6 4 6 5 4 Door or SldeBerlianmm WMM(in) AND SIMILAR ❑ j F . 12 24 32 363/4 40 CONFIGURATIONS = lA a CONTAININGA U U) Z i Mullion m. m m O m m' O o m v o DOUBLE DOOR Q LU Z IX W aloo5 TRANSOM-TO-DOOR -TOSIDELITE(0/0) Heiak g g ()«),use o LU a MULLION ATTACHMENT&INSTALLATION oqQ wA z 1 z z 1 c3 2 1 WA wA wA TMEF F LL LL c2 Lo ATTACH DOORS, �� _ sLrrtR 1 2 1 2 2 1 3 2 1 3 2 1 DOUBLE DOOR O LU SlOELTIES 8 Door qa WA 2 1 3 2 1 3 3 2 WA WA WA WHEN USING TRANS OMS TO THE - '-i \��\ sunR 1 2 1 3 2 1 3 3 2 7 3 2 THIS TABLE MULLION AS PER / - i \ THE INSTRUCTION - / _ 1 1'MULLION \11j11 I I I I I/// '�� INSTRUCTIONS: _ .\\ Y LYNN OF TM TRANS¢(11 \ 6' \HORIZONTpJ. \ ON•..•.•. PRODUCT ---/- — \ I MAX. 1 1A)LL APPROVED ANCHORS. OUR OF THE SU(ANCHORS MUST BEINSTALLEDTHROUGH THE HINGES. AT EACH R �`1,`�- t,1GEN$F'��� I MULLION I I APPLICATIONS HINGE LOCATION(RECOMMENDED H10 FLATHEAD SMS OR 3/16'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). L---�J —i 1 0. i TWO(2)ANC AALWAYS NRE CHORS 2EXAMP,LEMON AN'XUIIE NOT CONFIGURATION,INE THE THEIGN DP FOR THERE OF EACH DOOR,THE MULL ON AtJDPONENT IN THAT THESOELITECONFIGURATION.F FOR N0.58705 TABLE 7: DOOR OR _ \\ (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. HORI7DNTAL MUWON SIDE,LITE ♦ MULLION END. NOTES- -� '• 7 -((jDESIGN PRESSURE % �ATff 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. .(\'•. �(/� a1-70.0 PSF `\ 2)MULLIONS SHOWN ARE STANDARD 1-RIZ 3)MULLED CONFIGURATIONS NOT SHOWN EMAY E POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. ����SS• �RIOP.. G��`` F NCH DOOR MULLIONS. 40'MAX MULLION LENGTH IN HORIZONTAL APPLICATIONS. 771E LOWESTCOMPONENT DP IS TO BE THE OVERALL ASSEMBLY OP. ��/j ONAL \� TRANSOMS WIDER THAN 40'WILL REQUIRE ADDITIONAL /I I I I I I L 111 STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. TRANSOM AND DOOR/SIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MDBD WITHIN THE SAME SIDELRERRANSOM OR MULLED ASSEMBLY. A LYNN MILLER P.E. 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.EA153705 TABLE& PRODUCT RENEWED SldellloRransom Design Proswre(+/-,pd)for Ola®Types 3&4 SIDELITE/TRANSOM INSTALLATION(0) as cemPiying with the Florida Building Codo Long Side on) NOA-No. 18-1108.03 63358 1 655/8 1 68 70 72 76 78 1 82 84 1 88 92 96 98 1D4 108 111 Expiration D fe 0112312024 24 +170 +/-70 -+170 +/-70 +170 +/--70 +/-70 +/-70 +/-70 +/70 +1-70 +/70 +/-70 +/-70 +1-70 +/-70 2ORTSIMAX 231!2 O.C.MAX By 28 +/70 +/70 +/-70 +/70 +/-70 +/-70 +/70 +/-70 +/70 +/-70 +/-70 +/-70 +170 +/-70 +/70 +/-70 IF SHORTSIDE IB 32 +/70 +/70 +/-70 +/70 +170 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/70 +/-70 +1-70 '+/-70 40'OR LESS - p� SIDE IS Miami- Product Control 36 +/70 +/-70 +/-70 +/-70 +170 +/70 +170 +/-70 +/-70 +/-70 +f70 +/-70 +1-70 +/-70 +/-70 +/-70 - --- ---- PRODUCI'RBVISED 38-314 +/-70 +/-70 +/-70 +/-70 +/70 +170 +/-70 +/-70 +170 +/-70 +/-70 +/-70 +r-70 +/-70 +170 +/-70 mcouply}rgwUgihephli 40 +/-70 +/-70 +1-70 +/-70 +/-70 +k70 +/-70 +170 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 -1 Building Code I I I I SEE TABLE 10, A.Wtm00 Ne•f 42 +1-70 +/-70 +/-70 +/-70 +/70 +/-70 +/70 +/-70 +/-70 +/-70 +/70 +1-70 +/-69A +/556 28'O.C.MAX I I I I SHEET FOR 44 +/70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/69.8 +/.68.6 +/S/.7 +f•67.3 IF LONG SIDE ISS i j j ANCHOR 45 +1-70 +/-70 +/70 +/-70 +1-70 +1-70 +/-70 +/-9.4 +/$8.7 +/87.6 +1.66.5 +/{5.6 OR�� I I I I QUANTITY,SEE By ' y 0 -70 -70 -70 0 9.9 +/ .1 +/ T.6 +/-87 +/ 6.8 +x4.7 TABLE 1,SHEET! 48 +11 / / 1 FOR ANCHOR 60 +/-70 +/-70 +/-70 +/-70 +/-70 +/88.4 +/87.8 +/-68 +165,4 +184,1 I I TYPE, i 62 +1-70 +/-70 +1-70 +170 +189.1 +1.67.1 +/88.2 +/84.5 +/83.9 I I I 64 +/-70 +/-70 +/-70 +1&9.2 +/88 +/85.9 +/-65 +163.4 -1� j I I N C)NO B THIS SHEET SB +/-70 +/-70 +/89.7 +/88.3 +187.1 +/-64.9 +183.9 23-1P20.C.MAX. 1 I I JR-04!/1011710117 IF LONG SIDE IS 58 +170 +/-70 +/89 +/87.6 +188.3 1 +184 OVER 40' I I I I 60 +/-70 +/89.6 +/88.5 +187 +/85.6 I I I S� 62 +1-70 +/89.2 +188 +188.5 �L - - 12'MAX(LONG SIDE) 3 •nes 638!18 +1-70 +/-89.1 +/87.9 +!•66.2 - ark R 68.516 +/89.1 +/859 (SHORT SID) --------------J }^ "3 coo (WIDE STILES AND WIDE (7•eN?r zu O U) RAILS SHOWN ON SIDELITESI O J C) g 0_ Z LL_co UUgo °� �9 TABLE& W-aD � (Y u o 0 ,oN Sldallte/Transom Design Pressure,psf for Glass Types 6,887 1"'Z rc C ma Lon Side n 28'O.C.MAX 23-IW O.C.MAX o�a � � � . 9 6) IF SHORT SIDE IS IF SHORT SIDE IS .-2 3 633115 66518 68 70 72 78 78 82 84 88 92 98 98 104 108 111 40'OR LESS ---- OVER 40' O 24 +/-70 +/_70 +/_70 +1_70 +1-70 +J70 +/-70 +/-70 +/70 +/-70 +/70 +/70 +f70 +1.70 +/-70 +/-70 ---- ---- u) 28 +/-70. +1-70 +/-70 +170 +/-70 +/70 +1-70 +1-70 +/70 +f-70 +1J0 +170 +170 +/_70. +/-70. +170 N -------------- 32 +/_70 +/-70 +/-70 +170 +/70 +J70 +170 +170 +170 +/-70 +r70 +170 +170 +/-70 +/_70 +/-70 O 36 +/-70 +/-70 +J-70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/70 +/-70 I I I I SEE TABLE 10, ® 0 j rO 28.O.C.MAX. I I I I SHEET 6 FOR 2 � F-• 383/4 +170 +/-70 +/-70 +170 +/-70 +/-70 +/-70 +/-70 +170 +/89.9 +189 +188.3 +187.9 IF LONG SIDE IS I I I ANCHOR U N Z 40 +/-70 +/70 +/-70 +170 +/-70 +170 +/-70 +!89.8 +1.69,3 +188.3 +/$7.4 +186.7 +186.3 4D'OR LESS I I I I QUANTITY,SEE W, � I I I I TABLE 1,SHEET 1 'i W 42 +/-70 +170 +170 +/-70 +/-70 +/89.5 +/-6&8 +/87.6 +r87 +/86 +185.1 I I I I O LL in FOR ANC. LL Z �• 44 +/_70 +170 +170 +170 +/89.1 +/87.b +/88,6 +1.65.6 +/85 +/84 i i �E 48 +/-70 +/-70 +/b9.4 +186.4 +/-57.4 +185.8 +186.1 +183.8 +/-63.2 �I .I I I O Z LU r LL 48 +/-70 +/88.8 +/88 +188.9 +1-66 +/84.3 +1.63.5 +182.2 I I I I S � t So +1899. +/87.6 +/86.8 +/-65.7 +184.7 +/82.9 +11621 23.1!2 O.C.MAX I I I I anu -a�uas m IF LONG SIDE IS I I I I 62 +/89 +165.6 +/85.7 +1.64.8 +183.6 +/8NN 1.7 OVER40' i iO Y LYIVIV 54 +!863 +185& +r84.5 +/83.5 +1828 I I I GEN �( 56 +187.7 +185 +/134.1 +/82.9 I1 _ 12'MAX(LONG SIDE) 1�..'•1-1 SF••.,( 58 +/87.3 +184.5 +/83.6 6'MAXNo.58705 60 +/87 (SHORT SIDE) 62 +/88.9 _ (NARROW STILES AND NARROW - - 833116 +166.8 RAILS SHOWN ON SIDELTTES) �p K aat� NOTES: 1)NARROW OR WIDE STILES AND RAILS MAY BE MD(ED WITHIN THE SAME SIDELITEITRANSOM OR MULLED ASSEMBLY. 2)SIDELITEITRANSOM MAY BEASINGLE,STAND-/LLONEUNR. .' 3)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A LYNN MILLER PZ P.E1158705 I I .I m o short side on) N S 1jCm 0005 Z ON 0N K m i$'i ;iD lm 0911091091 oil m ffim lo m l�'k offlm o m mNm wm'iy gy y 3y�1N0N N 9 N 0, 0 mm _ N m g Anchor Zs� K Ii O m D m N U U U U U U U A U A U A U A U W U W U W U W U W A N A N A N A N A N A N C D Z Group A . ONO Anchor A C 2 A A A A a A A A A W A W A W A W A W d W A W A W A W A N A N a N A N A N A N c4mips B-0 AnchorV Oy m m m m m N m U m A m A m A U A m W U W y W m W U W m N m N m N A N A N a N Group A tug m q;- AAAA Z. AAW AAWAWAWAWW A AW A WAWANNN ANNAAAANG'a'ps II�� B-0 pZ C m>� m�Oj m U m m m e,m A N A O)A m A N W U W U W U W N W U N U N U N A N A N A N Anchor G A Anchor Z row s ?Z A A A A A a A W A W A W A W A W A W A W d W A W A N a N d N A N A N A fps B-0 N O= 3 m m m A Anchor UWmNmN yUN Group V A y A A Anchor A A W A W A W A W A W A W A W A W A W A N A N A N A N A N A N O or m Groups B-0 o Anchor m A m A m A m A m A m W m W m W m W U W U N U N N N N N A N A N Anc r V P N N y A A A W A W A W A W A W A W A W A W A W A N A N A N A N A N A N G,��B-0 Z O m A m A m A m W m W m W m W m W m W m N m N U N U N U N A hor 3 Group A c mmN3j A W AmA WAW AmJAAAWWAW AmAVAJU WWWWWWW AmfVAVUVU.WWWWWWWWW AAmVAVNJmVU WWWWWWWWWWW AmAVAVUVmVmmU WWWWWWWWWWWWW AmAJAVmVVUUmUm WWWWWWWWWWWWWW AAVJmAmUVmmmmm WWWWWWWWWWWWWW AmAAmJmVmNmmmU NNNNNNNNNNNNNN AAmAmVUVUmUmUU NNNNNNNNNNNNNN AAAmmVVUmNmmmU NNNNNNNNNNNNNN AAmAmmmmUJVUNNNNNNNNNNNNNN AAAUmNNUUmmUmNNNNNNNNNNNNN AAAAUUNmmmU NNNNNNNGroups Ps B -0 Anchor mNUNmNmNAN Group A Anchor m Groups B-D Anchor GroupA Groups B-0 mmmNmmNmm FA iy �G � Anchor mNUNmNGroups B-0 Anchor mm Group A nchor Group13-D Anchor m W U N m Nm Nm N"Groupe B-0 WmNJNJNmNG�AA Anchor UN Groups B-D Group nchor UWm.mNmNmNmm fps B-0 hor GroupA GmWUNGroups 11AnchorAU'3'�amOS7 nchor r. or mN mNVN VN VN mNGmupmI Anchor mN m N mN m: mN mNGroupsB-0 Anchor mN mN mN mN V N mNGroupA Cho mN mNmNmN mN m Groups B-0 llllll 1 1 1/// Revision E g 1070 TECHNOLOGY DRIVE z� o c s c e u N.VENICE,FL 34275 0 `5� •.........Qy, T c zv90 (941)-480-1600 e�' m o m 9 m COPYRIGHT o YOl7 Per INDUSTRIES,RIC. m < y n o m 4c�_ _D:A r CERT.OF AUTH.(/26296 ALL RIGHTS RESERVED y a. ! _ z�.� 'i m rnA 7 VINYL FRENCH DOOR AND SLT/TR & BM13 m 2 e �' m %�i(� •. '�' `�� SLT/TR ANCHOR QUANTITIES gm J ROSOWSKI (�" » o a mm ���` FD-5555 NTS 6 OF 12 oz MD-555.1 C �_W 0 EMBEDMENT1/4' -"j MAX INSTALLATION PRODUCT RENEWED MY))�— SHIM 23 OPTION 1 a9 cnmplYing with tna Florida INSTALLATION ANCHORS •Buliding Code EDGE 16 INTO 2X WOOD. NOA-No. 18.1108.03 DISTANCE 13 Eaplra8on D to 0112312024 1 88a a Product Control 8Y TYP.ANCHOR TYPE, 87 Miaml-0 . 3 EMBEOMENTAND 33 EDGE DISTANCE PER 71 33 SUBSTRATE,SEEns—PlPRODUCTREVISFD TABLE 1,SHEET 1. comWYmB wI1L 1}Ie FS" B Ca& AC-Pt mp No j2- 1 ANCHOR PER HINGE RSSSI TO BE THROUGH r0/17 SUBSTRATE.MIN.#10 FLATHEAD SMS,SEETABLE1,SHEETi. 72 5EXTERIOR 14 15 9 474B53 7U 25 EET DETAIL AQ VV 19 2X WOOD SUCKSTRIP ALSO SEE BELOW EXTERIOR OR FRAMING,SEE V NOTE 2,THIS SHEET - DETAIL LU TYP.ANCHOR TYPE,EMBEDMENT > .�oa AND EDGE DISTANCE PER p (ry TYP.ANCHOR TYPE,EMBEOMENTAND SUBSTRATE,SEE TABLE 1,SHEET 1. H (}9 N alp O EDGE DISTANCE PER SUBSTRATE,SEE AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING 18 TYP-ANCHOR TYPE, OJ i O U) TABLE 1.SHEET 1. THE CORRECT LENGTH OR TYP.ANCHORTVPE, EMBEDMENT AND O �o �+ 0_' O STAGGERWOLOCATIONS. EMBEDMENT 114' 23 EMBEDMENT AND EDGE EDGE DISTANCE PER Z MAX• 23 DISTANCE PER SUBSTRATE, U U 18 SUBSTRATE,SEE d c--atI e -� SHIM 10 SEE TABLE 1,SHEET 1. 23 10 a as •oN EDGE16 '• " TABLE I,SHEET I. W— DISTANCE •. R 1 ANCHOR PER HINGE TO BE n cnJ IIIJI�' THROUGH SUBSTRATE MIN. oZ c� Z #10 FLATHEAD SMS WITH lu u INSTALLATION 1 MIN.3 THREADS BEYOND O 29 METAL SUBSTRATE 52 K OPTION 2 41 23 INSTALLATION 71 7 ® n p 145 ANCHORS DIRECTLY I I O • INTO MASONRY. Z QUI = V C) W ""S LL LL 5 a �o z I 26 4 72 4 j Z LL EXTERIOR EXTERIOR 47 48 32 aflcL -nsa0 seua� V V FRENCH DOOR MU WON 10 70 V• 20 28 �`t ANY LYNN DETAIL A 1 AN PER HINGE TO BE THROUGH EXTERIOR ; SUBSTRATE.MIN.3/18'FLATFIEAD DETAILQI n DETAILS ALSO SEE ABOVE ULTRACON,SEE TABLE I,SHEET I. V '•� �.; No.68705 INSTALLATION NOTES: grG 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON %AOS. ATE I" ANY SIDE OF THE DOOR,SIDELRE OR TRANSOM. F •'•!`t ORIDI;,:'• ?� 2)WOOD SUCKS DEPICTED ON THIS SHEET AS MASONRY.WOOD BUCKS DEPICTED AS'2X`ARE�12'THICK OR GG.ARE BUCKS HREATER.INSTALLATION TO THE SUOSE TOTAL THICKNESS IS LESS BSTRATE OF WOOD BUCKS TO BE ENGI1-112-.IX WOOD BUCKS-ARE NEEEERED BY OTHERS ORAS AIF UNIT CAN BE PPROVED BY THE DIRECTLY TO STONAL S \` AUTHORITY HAVING JURISDICTION. /lll f 11 I l l\t\ 3)FOR ATTACHMENT TO METAL-THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE FRAME OF THE DOOR,SIDELRE OR TRANSOM. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELTTE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A LYNN MILLER,PE P.E.#68705 ' TYP.ANCHORTYPE, 'INSTALLATION EMBEDMENT AND EDGE 114• PRODUCT RENEWED 18 23 DISTANCE PER SUBSTRATE, -OPTION 4 MAX as complzin wllh the Florida 23 10 SEE TABLE I,SHEET I. INSTALLATION ANCHORS SHIM _T BUflding Gaz DIRECTLY INTO METAL NOA-No. 18-1108.03 18 1 ANCHOR PER HINGE TO BEEDGE Expiration Da 01123Y1024 THROUGH SUBSTRATE MIN. DISTANCE I #10 FLATHEAD SMS WITH 1 MIN.3 THREADS BEYOND DOOR 87 MIamFDa Product Control METAL SUBSTRATE ��..{{ VISIBLE LIGHT 29 I WIDTH(DLO) r(D��,, 71 5 I 23 PRODUCT REVISED TYP.ANCHOR m—ptylbgwhh Ws Fkrbb Bm"m Cob° TYPE,EMBEDMENT Aacpq°oe j 'O Iy� AND EDGE Dr1e r! DISTANCE PER ImnR SUBSTRATE,SEE Bhj TAB(.E 1,SHEET 1. D D D EXTERIOR 3 31 72 52 ` 1 4 EXTERIOR `� s C)NO CHANOES'THIS SHEET \/ 1°FRENCH DOOR MUWON TO V 47 20 28 z JR-O4N0!17 DEI 18 1B MIAMI-DADE APPROVED MULLION(SEE SEPERATE U NOA).ALUMINUM,STEEL d co DETAIL FRAMING OR STEEL STUD. a •oa to Y INSTALLATION OPTION 3 DOORFRAMEWIDTH o to INSTALLATION ANCHORS THROUGH }n ' 'I°0 to 1X 9U6KSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMBEDMENTAND EDGE TYP.ANCHOR TYPE,EMBEDMENT (7 N d DISTANCE PER SUBSTRATE,SEE TABLE I,SHEET AND EDGE DISTANCE PER O0 G O EMBEDMENT 1.AVOID INTERFERENCE WITH•OPPOSING SUBSTRATE,SEE TABLE I,SHEET I. O TYP.ANCHORTYPE, EMBEOMENi .; 1/4" EMBEDMENTAND 18 23 OR STAGGERING RING LOCATIONS. CORRECT LENGTH Z tO o �' • OR STAGGERING LOCATONS. 114" =W ¢ .cg EOOE DISTANCE PER MAX U U o 0 ? SHIM 23 SUBSTRATE,SEE 23 10EDGE ? SNIM 29 - W Z O0 a "'"°'O •ON DISTANCE TABLE 1,SHEET 1. EDGE .. DISTANCE O ZILL _QJU $ O Z TYP.ANCHOR •:v 1 TYPE, 31 0: EMBEDMENT • 29 5 33 41 ® Q Iaa45 AND EDGE _ •••' ❑ N DISTANCE = Z Z PER Z °iw5 SUBSTRATE, a W f- SEETASLEI, •f.: n O LL 9 N SHEET I. 5� Q IU J v Z CONCRETEICMU 31 Z LL PER ANCHOR 3 R .• ,,�. 4 EXTERIOR � •asap saus5 REQUIREMENT 1X WOOD 18 CON( 32 ��N.......e EXTERIOR BUCKSTRIP, SIDETTE/TRANSOMFRA.MEWIDTH PER ANCHOR 17 ����� Y LYNN SEE NOTE 2, REG AREMENT THIS SHEET. Q INSTALLATION DETIDEILQDETAILF _ .�:`•VCENyF'•. �O INSTALLATION ANCHORS _=*: N0.58705 DIRECTLY INTO MASONRY. - INSTALLATION NOTES: - ' 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ��•� Tr= ANY SIDE OFTHE DOOR.SIDELITE ORTRANSOM. T� ':F[ORIDI;.••' \��� 2)WOOD BUCKS DEPICTED ON THIS SHEETAS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO ��`S'S•....••. �1G���. MASONRY.WOOD BUCKS DEPICTED AS-2X`ARE 1-12'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY THE i� �//ONAL E���1 AUTHORITY HAVING JURISDICTION. 4 III 111 y 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTO THE FRAME OF THE DOOR.SIDELME OR TRANSOM. ' 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A LYNN MILLER,P.E. P.0 58705 INSTALLATION OPTION 3 INSTALLATION OPTION 4 PRODUCT RENEWED INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH as rompying with the Florida 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE Building Codo DISTANCE DISTANCE NOA-Na. 18.1108.03 I� CONCRETE "•'°' •- i•, 2X WOOD Fxpiratlon D Wrt 01/2312024 32 PERANCHOR ',•a BFRAMINGP 4 O 16 REQUIREMENT' OR FRAMING, By EMBEDMENT SEE NOTE 2, EMBEDMENT MiamFDa a Product Control 1 :•r�~, .{' +' THIS SHEET y 1 - 1X WOOD 23 BUCKSTRIP,SEE 23 1X WOOD BUCKSTRIP.SEE PRODUCTREVISED NOTE 2,THIS SHEET. ns..Plying Witham Fkd& NOTE 2;THIS SHEET. 25114"MAXSHIM 17 1WMAXSHIM Boil�di _g da . A p 1B . evr Expi.doa Dia .+�-5+9 I...� 23 By . i 10 18 ' TYP.ANCHOR 1 1 TYPE,EMBEDMENT TYP ,EMBEDMENT ANCHOR TYPE, MBE 18 AND EDGE At C)REVISED p22-JR-04110/17 1 I 29 DISTANCE PER STANCEPER TYP.ANCHOR TYPE. II I SUBSTRATE.SEE EMBEDMENT AND EDGE Tr SEE FLUSHBOLT TABLE 1,SHEET I. 31 SUBSTRATE,SEE a° DISTANCE PER SUBSTRATE, DETAIL.SHEET 12 TABLE 1,SHEET 1. SEE TABLE I,SHEET I.AVOID I INTERFERENCE WITH 1 I ti U OPPOSING ANCHOR BY 8 3 3 .�-• .�aa CHOOSING THE CORRECTto I I C Y LENGTH OR STAGGERING I DETAILQI 6 }^ e i? LOCATIONS. C).cN• 4M] EXTERIOR 33 DETAIL KQ c'I O j3 O J cZE OUUd ®a ra SIDELITE/ W—m 'a 14 15 TRANSOM F>'T u C Oma Q DOOR WINDOW FRAME F-• Q VISIBLE LIGHT VISIBLEUGHT HEIGHT o rqcli DETAIL H HEIGHT(DLO) HEIGHT(OLO) Z" ❑ tl �( z O '4 T DOOR at � 33 FRAME ® O laays HEIGHT ❑ " cn EXTERIOR U Z Z INSTALLATION NOTES: a ¢ W qalo�S 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS USTED ON EXTERIOR I j DETAILQ 7 to TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE 3 i bEfAILQ � < h LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. j INSTALLATION TYP.ANCHOR " S Z 'LL 2)WOOD BUCKS DEPICTED ON THIS SHEEP AS•i X•,ARE OPTION 2 TYPE,EMBEDMENT I 1 AND EDGE aq1 'osao sauces INSTALLATION I ANCHORS DIRECTLY �� Ar BUCKS WHOSE TOTAL ZONAL IF UNI LESSTHANINSTALLED 1X i INSTALLATION 29 SUBSTRATEDISTANCE WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 I 23 TYP.ANCHOR INTO MASONRY. DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS-WARE INSTALLATION ANCHORS TYPE,EMBEDMENT TABLE I,SHEET I. ;� �lP;.••••••• tij� 1.1/r THICK OR GREATER.INSTALLATION TOTHE SUBSTRATE INTO 2x WOOD. I ,*'t10ENSF''•�( OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 24 11 T DISTANCE PER 1 1/4'MAX.SHIM OR •:�� APPROVED BY THE AUTHORITY HAVING JURISDICTION. I SUBSTRATE•SEE 23 3.4 KSI NON-NON•METAWC RINK _*: No.58705 *= 3)FOR ATTACHMENT TO METAL-THE STRUCTURAL MEMBER 2 O�� TABLE 1.SHEETI. GROUT-FULL - ' SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE .9 •� �= FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 1/4•MAX.SHIM O:• ATE =4 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR. _ _ �'•: (C•'•• ORIDt;•. SIDELITE.TRANSOM OR MULLION APPLIES TO THE WHOLE �ORWOOD BUCK SIE O EMBEDMENT CONCRANCHOR :• •`.�:•�• ��•':''•`'., '•,..a.• EMBEDMENT. ���:rs�ONAL E?G�� SYSTEM. •t _ rrl6i R11 NOTE 2,THIS SHEET REQI)IREMENT EDGE DISTANCEEDGE rDISTANCE A.LYNN NLLFR,RE P.EJ 58705 i PRODUCT RENEWED as wmplying with the Florlde 4.4.5W. �— 2281• •---�•f Buildl,g Code 4.927 NDAreIo. 18-1108.03 I .587 4 Expiration Da 01123123120S4 3.925 y 1.457'Tf� Ic1I By • 1 .D7S I '075 J/ MIamFOa o Product Control I M��t jII��_ I1� O .317 . 1.750• II ❑IJL_JU E3 1S .tar 1ADD 4 SIDELITE ADAPTER PRODUCI'R8V15FD #20003,Rigid PVC Bw �Ih°Ftaia` OFRAME HEAD&JAMB. Jf FRAME SILL PANEL RAIL&STILE pcaept..14. #20000,R1gid Cellular PVC O#20001,Rigid PVC O#20002,Rigid Cellular PVC ExpvenaeDaro / 3.079 Dy .182• � rd®i �•+ 1503° �{ I"t 1.500• ►I 2.145 �•{ 2.488'° I I 1.087' .781' a C) REVISED#22-JR-04HOH7 $ 2374' 78' i U W M .080' .090• 3.684' 3518' .100'.080• 35t8• 4.661• o� ` 3.518° O � � �• � .080• .080• 3.918' p a vOi oJo JUL po I 1.075 .988' �+- --►-� 1 A7SQD Z LL m n B U V o •a a HINGE STILE TOP&BOTTOM RAIL PANEL STILE J1075 ° 1.075' 1.000F Z QD u t ° o . o O REINFORCEMENT 6 REINFORCEMENT OREINFORCEMENT > i #20013,6063-T6 #20014,6063-T6 #20015,806346 ACTNINACTIVE 1'FRENCH Z i O ASTRAGEALO ASTRAGAL 10 DOOR MULLION O 1994' -.� #20016,6083-T6 #20017,6083-T6 #20022,8063-T6 I1.140' I140' r 1258' �+- ® m 0-,1�-4-- � 1.450' �}- 07S(�,� .OfiO' �I 1.369' .092' 281' 281° 16110' -7}�-I��I.343• •�7}-SI .7'73'II -�{F�.OBY V M 080• I,080' .070 1-►1 .640' I f'^' 1.625° L,L �J W .O °JOS I INACTNE BEVELED OGEE 'FRAME SCREW ADD-ON 1•MULLION ACTNE LL '+' 13 ASTRAGAL COVER 14 BEAD 15 BEAD 16 COVER 17 FIN/FLANGE 18 CAP 19 ASTRAGALCOVER z #20004,Rigid PVC #20005,Rigid PVC #20008,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC 0009,Rigld PVC #20011,Rigid PVC j ' enu °sa0 sa��s I .Iy.,.� ��7 iii f .935' 2285 1 1.012• 1r ).625' 1�' .sOr I-+- `.���NY LY/�/V��.�' .837 1.975 0.12b' _L 1 y10ENyF•;�(���' I �1 1A41• '•.� ' . �.385 2 ...1.111 ( .723' .930'•�r� U *:' Nn.58705 oso J asz• .tel• I {ul-° .063• 200 SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM 7/16'SQUARE %�O 20 ASTRAGAL COVER O COVER 23 PLATE 24 CAP 25' DRIP CAP 26 COVER 27 BEAD F #20012,Rigid PVC #20057,6063-T5 #19031,6083•T6 #20020,6063-TB #20021,6063-TS #20023,Rigid PVC #20047,Rigid PVC ��' L . /nnnl i A.LYNN MILLER.P.E. ALL RIGID AND RIGID CELLULAR PVC SYMSION E7QRUSIONS,LTD. P.E.#58705 i TABLE 11: 62 PRODUCT RENEWED # PGTPart# D—rlpticn m tadal DOOR HEAD 23 91 on complying With the Florida 1 20019 Doora . um mrro m c DOOR PANEL HEAD Building Code 2 20001 Door F2nro SW Mold PVC NOA-No. 18.1108.03 3 20002 Paffll Slllo 6 Rao CrWar PVC 1 0 8 19 Expiration 3/2024 4 2000.7 81dollb Adopt., Rigid PVC 3 5 20013 Hung.still Rakdorc.ment Alum-6063-78 6 By B 20014 Parol Rag llclnbrc.rrord AI—.WN148 7 20015 Parol Stile Rrrduvnrent ANnt.6067.1E 1 Miami-0a Product Control 9 20M8 A.S.A PVC 9 20017 kractlw Aatmpr PVC 2B 1 . [13 20022 1•Fmmh Door Willon Atum,6067-T5 PRODUCI'RHVISFD 2D004 loo the Mbo0d Corer MOW PVC 4 23 a—plying with the Florift 20005 1.1/16'Barl B.ad PoOId PVC 20008 1.1118• a B..d PoOid PVC 20007 Scr.w Corr3 20006 Melon FuVrlmga Posid PVC awns T MrIDim Ca Poon PVC 5 20011 Mtho As CorerPo0k1 wC20012 Skgb Door Aatngal Corer RIOId PVC DOOR / 22 20657c orokl Nom'B03-TB JAMB �151 C REVISED#22-JR-04/10/17 73 8011 Anchor Pkto to Anuli.80863.78 / 24 20020 ThahWd Corr Alum,6044-TO ) 25 20@1 Drip Cap RIpId PVC a° 28 20023 Rigid PVC T7 20017 7/16'Sartre Bad Rigid PVC 28 Fin W=Uwmbtp 35 29 18719 Fntrr Wmtitma C ro 31 714FPi4IM Fmrro4o-WIda 31ao Saeac#14 X7.1?Ph.FK 16625 O.C. SWAII.-sur 28 / DOOR PANEL 32 78101X Fmmotc-Nw.Stab cmw.#10 X 1•Ph FK 26.O.C. Stral.aa std 93 7aMFPT410 RNrdomatrcntScmv..#8X7•PRFH.IS•O.C. stokuoaestw 70 HINGE STILE o U1 r tow A 81.0 35 7tb aT tAX W- SI b ."aft sAssannbly �0X14 xI-VT Pn.FH IL FH su�w.as sew DOOR PANEL 0� N 38 714207228 N•14/SiabAasenmy .#14X2-1/4•Ph FH Sawo..stow LOCK STILE B —r 0 o �' ,a 0 o 41 2DO26 SIMM Blook.45 N-S druo. 42 BaNCEoddli5 Dow8s5 m GE-7700 SWwro Z L m ^ 43 Argon ria 2@ 44 6tg.5fa0 Hot M.n Butyl W U m t< W O10=N45 1852 S.ttkp Bbck Wte•x 4'a 3H5,65 H-5 dtuo. ro C c3 M SMO 48 1814 jScttbV Block117x1'x118'.65+/-5duo. 33 47.79 aoe HaNaan BOM.Tank 12.Sheat 12 INSTALLATION Z to 80 20673 6toclhe Nka9r M.1al ANCHOR IL M Aetho ABM W Ca AcM 71 Z m ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION % 32 W Z SOLUTIONS USA.INC OR VISION EXMUSIONS,LTD. p INTERIOR ® 9 0 ¢ 1-4s ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. 72 �v' \ 0 J I F 38 U Fa Z 33t. ¢ W p •7�5 DOOR ° LL w L JAMB 29 / Z Z d LL DAYLITE OPENING(DLO)SIZES 3 / U 242 711 'a a0 saue5 . WHEN USING PART#3:(WIDE RAILS OR STILES) ' X DOOR FRAME HEIGHT-12.1�DLO HEIGHT SIDELITEITFU HSOMNY LYNN ��'�� X DOOR FRAME WIDTH-123=DLO WIDTH DOOR FRAME HEIGHT)-12.1=DLO HEIGHT JAMB W/NARROW ������`''��0EN �(DOOR FRAME WIDTH/2)-11.6=DLO WIDTH SLT/TR FRAME HEIGHT-12.1'=DLO HEIGHT �• ' SLT/TR FRAME WIDTH-12.1-DLO WIDTH FRAME _x.: No.88705 ' WHEN USING PART#4:(NARROW RAILS OR STILES) DOOR s _ 7t- SLT/TR FRAME HEIGHT-4.9=DLO HEIGHT SILL -"O ' SLT/rR FRAME WIDTH-4.9=DLO WIDTH "-/�� / •�� 16 ��,C'.• STATE F •'(V�\ 'F ''•FOORIDP•.•'' 31 SIDELITEITRANSOM �''!Ss�ONAL tENG�� 34 SILL WPMOE FRAME 1 (HEAD SIMILAR) A LYNN MILLER,PZ ' P.EIt 58705 Y t HARDWARE DETAILS&LOCATIONS PRODUCT RENEWED 52,55 53,55 as complying with the Florida Building Code 47-09 62,63 NOA-No. 18-1108.03 80 88 87 Expiration Dote 01/2311024 , 70-72 By Mlaml-0a o Product Control b2,54 / RODUCTaWfthdD EQUALLY- GJJ61dios ewithOpFlmefs BuiidraeC°lHSPACED )10 ExPii Onm looExpitios Dine47-49 MM mnl dr EQUALLY- C)NO CHANGES THIS SHEET SPACEDJR-04110117 O. �. „"y In to EQUALLY- \ MAX \ / }C-4 °,np O SPACED OJT 0 u-o w 8' \ 10' \ U LLo e MAX MAXW U rE 4 0_' U"'a roN TYP 7oaz r 747z C 7 IE 9Ma "X"CONFIGURATION "XX"CONFIGURATION \ 61 z 8 U) W o SEE DETAIL, Q w TABLE 12: TOP LOCK O H ra" SIMILAR 0 POT PartX Description Material ® � O It vs 47 P3000 3-PT Lack(6'8"),AmesburyInc. eas tee! HINGE DETAIL• O 7 In 48 666032702 P3000 3-PT Rhino Lack ober 68"),Amesbury Inc. Stainless Steel U W Z 49 71M2XIFPFX Rhino Lack Screw.1032 X V Phil.FH Stainless Steel 70 ¢ W Of 52 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stelnless Steel o z 53 20028 Center Strike Plate Assembly,Amesbury Inc. Stainless Steel O 0 O to 54 78101X Strike Plate Screw,pp:#10 X 1"Phil FH 410 S.S. Z v� `r' 55 7BX12PFHIAt Strike Plate Screw, :#8 X 112°Phil.FH 410 S.S. j p lei 60 7SB1202 Flush Bok M @ 61 7803725 Flush Bolt Rod pap 62 420034 Flush Balt Guide pap4- \S.�`�tV LYON 63 7832X12FP� Flush Bok Guide Screw:832 X 112"Phil.FH @ Q . �. til/ 64 48033N Guide Pin '<�'•�,,cENsF'•.l�� 65 78036 Flush Balt Strike Plata ,Amesbury Inc. Stainless Steel ; 68 7g32X12FP� Flush Bok Strike Plate Screw, :#8 X314"Phil.FH 410 S.S. `.* No.58705 I 87 varlea Handle/Levar 88 Varies Dummy Handle/Lever 4" BEYOND PANEL I I •'. '?Iia/ 'T — 70 20025 Butt Hinge,Amesbury Inc Stainless Steel J� �O�'•. SSST7TnrE (r, 71 71032X1FPFX e,Slab Screw:#1432 X 1"Phil FH Stainless Steel F •'• ORIOP.. ,;,` I 72 7S101X Hinge,Frame Screw.#10 X 1"Ph[L FH StaWe..Steel FLUSH BOLT DETNL S G • '�rrrulll,klk A.LYNN=P.E. + P.EJf 58703 I f i F1 M IAM 1-RADE J U L 15 '119 MM II-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORYANDrECONOMTO-lit8b CES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION_..._. _. Y T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonoml 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 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`9111-5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-IIR5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18,dated 05/15/15,with revision B dated 03/27/17,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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.17 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.PIasencia,P.E. NOA No. 17-0411.08 CUNTYeCOExpiration Date: September 24,2020 �Z 3 i l Approval Date: August 31,2017 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller-LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a.PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal®spacer system, Super Spacer®NXTrm spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 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 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 marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072,dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 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)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 marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) Jorge A Piasencia,P.E. Pr uct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTuiuED) 4. 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 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NDA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia,P.E. Pr? uct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"Edition(2014) and FBC- 611 Edition (2017), dated 08/02/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/31/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17,issued to PGT Industries,Inc. for their Series "HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 2.5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET 512-3/4"MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE B°MAX 1__ _ B,SEE '1.114" LEVEL,SEE SHEETS 6-e IMPACT RESISTANT 'SHEET3 r SEE SHEETS 1j MAX 9_16 D.SEE 2-5 ANCHORS,SEE CLUSTER 1585" J (,--_ _� —'SHEET 4 DETAILS SHEETS MAX.00 —I I 18.84"MAXEDE.C, A,SEE� — M --_ _ _ ._— SHEET 3 10"MAX. S"MAX- F� 1 —.....� 9HEET3 A + SHF.EF4� 10"MA)'C. I -'— = J--'------ -•- ._L 'E,SEE C SHEET3� 19" 76" E EQUALLY / /ti / MAX.O.C. MAX 72' SPACED HEIGHT T BUCK EQUALLY / / (� / I MAX. ANCHORS PER ` r TABLES 17-22 I I HEIGHT ANCHORS PER HEIGHT BUCK SEE TT / / I TABLES 23-27 SHEETS J 15.BT O X O X X O X .0 S MAX — — 8.MAX SEE SILL SEE SILL T WEEPHOLE� WEEPHOLE SEE.- ✓ a`g DETAILS, L=E C. I 3"MAX• --�}{ DETAILS, LEPHOLES C. 3"MAX WEEPHOLE I 4"O.C.BETWEEN SHFE73 13 �5"MAX.BUCK--WIDTH L— SHEET4 5"MAX.BUCK WIDTH - D SHEEP 3 3 MAX DETAILS WEEPHOLES 140'MAX.BUCK WIDTH ELON FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL ELEVATION FOR X C FLANGE FRAME EVATI SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOCONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION i GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION -ASTM E1300.09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(MVI-Q. •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. •ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI S10D-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHOR TYPE. •AISC 360-10 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-V2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN j AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECTOF RECORD.(AOR). GENERAL NOTES...............-.......1 } S)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS...............................1 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, FRAME,GLASS&ANCHOR (1)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS............................2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLETESTING AND GLASS PER ASTM E1300. EQUAL LEGBOX.................3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION.INTEGRAL FIN C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. &J-CHANNEL._...................4 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS._._.................5 ' THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS DESIGN PRESSURES...............8.8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHOR QUANTITIES..,........_..-9-16 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTRUSION PROFILES&BOM....17 10)REFERENCES:TEST REPORTS FR-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCOAGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOWS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMNUM DESIGN MANUAL ASSEMBLY...................-.......__.__18 PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL as complying with the Florida 1? Bullding Code USER INSTRUCTIONS: NOA-No. 17-0411.08 111111 t F.xplratlon D e 09/24/2020 1 DETERMINE THE SITE SPECIFIC,WINDOW ReviBr OPENIN05 DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. � i sed Data: Revision: 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE1)AND ���\ OpIY�YV,N/v�/"' UP DATED TO FBC 2017.ADDED REINFORCEMENT LEVEL,DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING '� ''.1OENS % JR 03/27/17 NOTE TO ANCHOR M.TBLS, By TABLES 6.18(SHEETS 8-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENINGRev F•'• ( Mlaml-Dgde Product Centro ••.�� Radsad Data: ision: l OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. Z* NO 58705 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION CONDITIONS. - eq : = Description: Drcwn W. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-18),VERIFY THE ANCHOR/SUBSTRATE WILL MEET _"0 ;, - REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES2OR3.ANDTHATALLMIN.REQUIREMENTSFROMTHISSHEET 3 J �� GENERAL NOTES&ELEVATION J ROSOVVSKI SET ARE MET. %0.(v 1t •(V�� 1070 TECHNOLOGY DRIVE r8ar pate: 5)INSTALLAS PER SHEET3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION.• �i •' �ORIDP,.•` N.VENICE•FL 34275 i USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. '�jsS�O rNr''AL��1�1;G\` Es ED1� o6007��V ,wQ HORIZONTAL ROLLER-LM' 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,"NOE. A.LYNNtv1LLER P.E MnroHra REs Sedw/ModN, Scale: SheeF. Orvwfn9 No. Ray. INTEGRAL FIN OR EQUAL LEGBOX),SEE FIGURE B ON SHEET 2. P.E.N 8970a CERT.OFAUTH.A29298 HR-5510 NT$ 1 OF 18 O-HR5510-01 I B TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Exterior to Interior) Frame Glass InstallationType "A"=ANNEALED Types Options Substrate Option Detail Sheet "H"=HEAT STRENGTHENED see Fig B) (sae Table 1) Conditions 5 718"Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Utes of 118'A Glass with.090"PVB Interlayer -r.=TEMPERED 6 7/8'Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 118"A Glass wRh.090"PVB Interlayer "PVB-=.090•TROSIFOLO PVB Through the into 2XWood FramelBuAstrip-sheet 4,option 5 7 7/8'Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 118"A Glass with.090"PVB Interlayer BY KURARAY AMERICA,INC. J•Cha mal 1-4 integral En...... ....Into Metal-aheet 4,option B 8 7/6'Laminated I.G.:3116"T Exterior Gap+3/8"Air Space+6116"Laminated;(2)Liles 011/8'A Glass With.090'PVB Interlayer "SG'=.090"SENTRYGLASO 011) Through the frame• Into 2X Wood Frame/Buckstrip-sheet 4,option e 10 7/8'Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 1/8'H Glass with.090"SG Intedayer INTERLAYER BY KURARAY of fha window•.........Into Metal-sheet 4,option 7 AMERICA INC. I....into 2XWood Frame/Buckstrip-sheet 3,option 1 11 718"Laminated I.G.:3[1&'A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.090"SG Interlayer Flange 1-4 Through the flame-into Concrete/CMU-sheat 3,option 2 12 7/8'Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5/16'Laminated;(2)Chas of 1/8'H Glass with.090"SG Intedayer (#2) of the window...... .-,•through 1XBuck5trip Into Corlerete/CMU-sheet 3,option 3 GLASS TYPES 5,7,11$15 14 7/8'Laminated I.G.:1/8"T Exterior Cap+5/16"Air Space+7116"Laminated;(2)Lues of 3/16"A Glass with.090'SG Interlayer ....Into Metal-sheet 3,option 4 MAY NOT BE USED IN THE 15 7/8'Laminated I.G.:3/16"A Exterior Cap+114'Alr Space+7/16"Laminated;(2)Lues Of 3/16'A Glass with.090'SG Interlayer HVHZ ABOVE 30'. Through the into 2X Wood Frame/Buckstdp-sheet 4,option 5 16 7/8'Laminated I.G.:3116"T Exterior Cap+114"Air Space+7116'Laminated;(2)Utes of 3/16"A Glass With.090"SG IntentIntegral Fn 1-4 integral fin...... into Metal-sheet 4,option e SEE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESSUREJANCHORAGE INDEX (43) Through the frame ---.lrito 2X Wood FramelSuckstrip-sheet 4,option 6 oflhe window...... ,,..Into Metal-sheet 4,option 7 TABLE 2;ALLOWABLE ANCHORS THROUGH THE FRAME ....Into 2X Wood Freme/Buckatrip-sheet 3,option 1 M In.Edge Min. "MIN.OF 3 Material V.7 Min.Fu Equal Leg 1-4 Through the frame ....Into Concrete/CMU-sheet 3,option 2 Group Anchor Substrate of the window...... through 1XBucksldp Into ConcrelelCMU-sheet 3,option 3 Distance FDrlbedmenP THREADS Steel Screw 120 ksi (�) P.T.Southern Pine SG=O. )- 7/16" 1- BEYOND THE ....Into Metal-sheet 3,option 4 #10 SMS ( METAL 1&8 Screw 95 ksi Steel,A38" 318' 0.0.50" SUBSTRATE. 410 Screw 110 ksi (steel,18-8 S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) Elco Aggre-Gator® 96 ksl A Or 410 S.S.) Aluminum,6063-T5' 3/8" 0.050" "UNGROUTED Elco UltraCora 177 kat FIGURE B:FRAME TYPES CMU"VALUES P.T.Southern Pine(SG=0.55) 7/16" 1-31W hIAY BE USED 410 SS Eoo CrateFlex® 189.7 krl 3/16"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/8" FOR GROUTED �-T`'Aluminum 16 kei 22 kef Ungrouted CMU,(ASTM C50) 2-1/2' 1-1/4" CMU 336 Steel 38 ksi 58 ksi / P.T.Southern Pine(SG=0.55) 9/16" 1-3/B" APPLICATIONS. Gr.33 Stee1Stud 33 ksi 45 ksi 2 ❑ r d p #'12SM5 Steel,A36' 318' 0.050° - B (stee1,18-8S.S. BOX OR Steel Stud,A653 Gr.33' 3/8' 0.0451"(18 Ga.) FLANGE EQUAL- Aluminum,6063-T5' 318" 0.063" INSTALLATION NOTES,SEE SHEETS 3$4FORILLUSTRATIONS: LEG Concrete(min.2.85 ksi) 1" 13/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES C 1!4'steel Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2" 14/4" 1 2$3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. o 1/4'steel CrOfefleX Concrete(min.3.35 ksi) V 13/4" ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE WINDOW. 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 13/4" 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" T3/8" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, 1/4"steel Creteliex Concrete(min.3.35 ksi) 2-1/2' 1-3/4" THIS SHEET,ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE �,L/ /z L/❑ CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF ( ❑ �J Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED INTEGRAL D 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1' 1.wil" AS 2X ARE 1-112"THICK OR GREATER 1X AND 2X BUCKS(WHEN USED) J CHANNEL FIN 1/4'steel Aggre-Gator Concrete(min.3.275 kal) 1-1/2" 1.3/6" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 1/4'steel Aggre-Gator P-T.Southern Pine SG=0.55 1" 1318 RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. Grouted CMU,(ASTM C-90) 1 2" 2" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT TABLE 3:ALLOWABLE ANCHORS THROUGHTHE INTEGRAL FIN OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as complying with the Florida Min.Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building Code Group Anchor Substrate NOA-No. 17-0411.08 Distance Embedment' E 2-1/T x.131'Common Nall P.T.Southern Pine(SG=0.55 318' 2-7/16" ��%tt r//� ' Rewsea By: Dote: nrlcFSTBlsst+EEr. P.xpiration Date 09/24/2020 �.� o*Y LYNv �, JR 03/27/17 2-1/2'Ring•ahank Rooting Nall P.T.Southem Pine(SG=0.55) 3/B' 2-7/18' `�a'�a.•'UIC..... `�`� Rew:ed Date: Rerislan: By i P.T.Southern Pine(SG=0.55) 1/2" 1318' Q ;' Miam-0 o Product Control #10 Trusshead SMS Aluminum,8083 TS 318" 0.050" (steel,18.8 S.S. �•; .No.58705 i of 410 S.S.) Steel Stud,Gr.33' 316" 0.0451'(18 Ga.) *_ j�_nv Descr/pttom Drown W. F Steel,A36* ale^ 0.050' MIN.OF3 ) ` GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI _' 1070 TECHNOLOGY DRIVE P.T.Southam Pine(SO=0.55) 9/1E � 1-318' THREADS O 5T EO TiBe: acts: #12 SMS Alumintim,8063-T5' 3/B' 0.063" BEYOND THE 'n .c VJ N VENICE,FL 34275 (steel,18 8 S.S. METAL ;F�j+ �ORIDP,.•''��I (9a1}4so lsoo HORIZONTAL ROLLER-LM 05/15/15 or 410 S.S.) Steel Stud,Gr.33' 318° 0.050" SUBSTRATE. �'iS�O" EAG�` �w.n0rine Gs INC. satu/ArodaL stole: sheet arn.tng f&. Row Steel,A36' 3/8' 0.050" ''OJ.LyNJ•t 4u8L ,P.E. Q.OFAtJTN X29298 HR-5510 NTS 2 OF 1 MMD-HR5510-01 B P.EA 5870.5 INSTALLATION DETAILS FOR FLANGE AND EQUAL—LEG FRAMES INSTALLATION OPTION 3 TYR ANCHORTYPE, INSTALLATION21 OROOR 23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL TYPICAL FOR ALL FRAMEINT02XWOOD "XO'OR°OX°SASH 1/4"MAX SHIM EMBEDMENT FRAME OR BUCKSTRIP. 1!4"MAX.SHIM 19 16 30 16 29 III1 SEE NOTE 2,SHEET 2 I 13 FLANGE (EMBEDMENT #100R#12STEEL Q 20 40 OPERABLE 430 28 DISTANCE FRAME i i SMS(G5),SEE SHOWN 0 JJJ��J_ TABLE 2,SHEET 2. 2 28 TYP—IM MAX SHIM EMB ANCHOR TYPE, 2 ❑❑ FIXED 41 ,L ENBEOMENT AND 13 o LITE o WgIB� ❑ 0 EDGE DISTANCE PER ❑� it LIGHT WIDTH a❑ SUBSTRATE,SEE TABLE 2,SHEEP 2. 72 42 87 -I DAOE APPROVED MULLION, I _' O t•' } 29 FBGCOMPLIANTVISIBLE ' ALUMINUM/STEEL FRAMING FLANGE LIGHTWIDTH ITTTEXTERIOR EQUAL •a OR STEELSTUD.MAYBE FRAME 72 14 n q VISIBLE VERTICAL OR HORIZONTAL SHOWN 24 OR 25 OR 26 V LEO (1)AT 3-112' FROMN OF INTERLOCK FIXED FRAME ®CORNER FROM EACH SASH LIGHT SEE SUBSTRATE PROPERTIES, � (SEE SHEETS 6-8)TYPICAL FOR ALL HEIGHT LDE TABLE 2,SHEET2 "XO"OR"OX"FIXED MEETING RAIL SHOWN SASHST AND(AI RY CENTER OF BUCK WIDTH SASH STILES/RAILS 29 HORIZONTAL SECTION A-A(OX) 22 DRO BUCK 28 30 16 19 16 (SEE SHEETS 7-8)TYPICAL HEIGHT EXTERIOR T 4OPERABLE40 FOR ALL"XOX°SASH OPERABLE 20 OPERABLE 43 SASH o SASH. 37-39 SASH Q VISIBLE 219OR 22 OR 23 LIGHT D i i ' r HEIGHT !1 Q (SEE SHEETS 6-8) I� 28 TYPICAL FOR __ I L Ll v _ ALL SASH 18 41 FIXED I VISIBLE o LITE o L7 I VISIBLE ❑ Be 45 47p1:1LIGHT WIDTH —lr- _ (— 111 LIGHT WIDTH 81 43 �� 29 FLANGE 0 AM WEEP OPT. 29 15 SHR WN 80 D 87 NOTCHES 3/4"X1/4" O _ VISIBLE 42 EXTERIOR 0 1-Il4"X1/4" 34 2 25 OR 28 ---- III LIGHT WIDTH 72 14 fl ' (1 q (SEE SHEETS 6.8)TYPICAL FOR V 4 rU� ALL"XOX"FIXED MEETING RAIL 33 114"MAX�sHi r BUCK WIDTH �G PRODUCT REVISED I HORIZONTAL SECTION E-EHORIZONTAL SECTION E (XOX� as complying with the Florida o FRAME Dullding Code EQUAL LEO 1111nI'!�}IIITIONAS PER SECTION A-A ABOVE SHOWN NOA-No. 17-0411.08 FRAME SHOWN •." \�Y QW LY 4 r�� Revised W. Dote: Revrstos Expiration D e 09/24 12020 INSTALLATION .- EMBEDMENT a�?'�10ENS4C �C( JR 03/27/17 NO CH4NGES THIS SHEEP. By. OPTION 2 Q' C`� Redd BY Rovlslon: Mlam7a Product Control ANCHOREDTHROUGH No.58705 FRAME DIRECTLY INTO •`• = * ' CONCRETEICMU. EDGE ®' D—rlptlon: Drown By: NP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS ;moo'-• 31 I ��� FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE EQUAL-LITE XO i'n ATE F. ,'•�!/� 1070 TECHNOLOGY DRIVE VERTICAL rne: Dote: DISTANCE PER SUBSTRATE, BUCK '•'.��RIOP.•' N.VENICE,FL 0034275 SEE TABLE 2,SHEET 2. SECTION B-B Hec THEIGHT-7.1/44" �' S�p"••• NG`.�` COPYPJ 80-1600 HORIZONTAL ROLLER-LM 05/15/15 t� NAL �� eolmBORromnPGT wwsrnl®,wc, 11 l0% �ELRIart8RESERVrO Serfes/Model: Seale: Sheet: Drowing No. Rev. A LYNN MRLFft,PE. CERT.OF RUTH.#2829(1 HR-5510 NTS 3 OF 18 MD -HR5510-01 B P.EJt5B705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 721 OROOR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHE-- (SEE SHEETS 8 8) NOTE 2,SHEEr2. ANCHORED THROUGH I INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT FIN/FLANGE REMOVED) 'XO"OR"OX"SASH WOOD FRAME OR BUCK- STRIP.SEE NOTE 2, EDGE 114'MAX.SHIM 19 16 30 16 29 SHEET2. DISTANCE 13 20 40 OPERABLE 43 29 EDGE J-CHANNEL #10 OR#12 STEEL SASH e - DISTANCE FRAME SHOWN 1 SMS(G5),SEE 37-39 .-L TABLE 2,SHEET 2. 1 29 TMP.ANCHORTID 1/4'MAX SHIM ❑ FD(ED 41 I EMBEDMENT AND �JJ Q EDGE DISTANCE PER TYP.ANCHORTYPE, FIN AMOR VISIBLE _ SUBSTRATE,SEE EMBEDMENT AND EDGE FLANGE MLIGHTWIDTH IIITABLE 2,SHEET 2. uTEDISTANCE PER SUBSTRATE, REMOVED IN ❑ �❑ (SCREW SHOWN) 72 O SEE TABLE 3,SHEET 2. o FIN 13 85 87 13 Io L� FRAME DARE APPROVED MULLION, 0 VISIBLE Y� 42 p SHOWN 29 FBC COMPLIANT LIGHT WIDTH I- EXTERIOR ALUMINUMI/STEEL FRAMING 72 24 OR 25 OR 26 14 ,J1/ 3 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. ( ) SEE SHEETS&8 TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL BucKwDTH INSTALLATION HEIGHT TABLES283,SHEET2 HORIZONTAL SECTION GC(OX) 22 R 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 28 29 30 16 19 18 ALL"XO (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 20 OPERABLE 43 SASH HEIGHT SASH 40 SASH o - o #100R#12STEEL VISIBLE lr= 37.39 � � SMS(G5),SEE 21 OR(22 OPERABLE OR 23 LIGHT O I i� i a TABLE 2.SHEET 2. b I SEESHEET36-8) HEIGHT SAH I Ji i J 2B TYPICAL FOR I+ -" 41 _ ❑ ALL SASH -- ❑� ---"'_111I FIXED VISIBLE LITE _^^"• VISIBLE Be "1 LITT --_ o 47 r IGHT WIDTH IIIA_ -- 0 80 81 FIN FRAME NOTCHES EP 29 29 SHOWN D 3 I I 42 1 DO 314'X 1/4" 25 OR 26 '�11 VISIBLE IY�-' 72 EXTERIOR 1-114'X 1/4" LIGHT WIDTH 14 J-CHANNEL (SEE SHEETS 0-8)TYP CAL FOR FRAME 16 ALL"XOX"FIXED MEETING RAIL _ SHOWN 33 BUCK WIDTH PRODUCT REVISED 3 ,ra•MAX HORIZONTAL SECTION C-C(XOX) as complying with the Florida a p SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE Building Code , FIN FRAME O(1)3.1?FROM EACH SASH 11 I I I I Ill NOA-No. 17-0411.08 �j'' CORNER AND(1)AT CENTER OF SHOWN T SASH STILESIRAILS �� NY LYNNE/ �' R�JRvlwd� 0327/17 RNO CHANGES THIS sneer. Expiration Da 9/24/2020 TYP.ANCHOR TYPE, Q � '�.• 1,ICENSF'•.�� By EMBEDMENT AND EDGE DISTANCE Q:• Ravfs d Ry: Dais Rovielon: MiamnDa roduct Con ro EDGE DISTANCE PER No.58705 SUBSTRATE,SEE SEE �- TABLE3,SHEET2. -1 EMBEDMENT 0 D.=fpWn: Dmen By: VISIBLE LIGHT FORMULAS 3I�� J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI I INSTALLATION OPTION 5 VERTICAL O'. STA OF (EQUAL-LITE,XO 8 OX) %.) <4� to70 TEctwoLocv Owv£ i ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH l2-4-114' SFS+ 'R.�ORIDP•.•'G\= N.VENICE_FL 34275 n0e' Oote' INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK WIDTH DTH19 414• s�oNAL E�;�`� (94'x„op°�,T„�, ,�,�, HORIZONTAL ROLLER-LM 05/15/15 STRIP.SEE NOTE 2,SHEET 2. 1111111111\ ALLRIGHMREBERVW SedesIV del• Smola Sheet- Dnnvin9 No. Rer. A.LYNN MILLER,P.E. CERT.OFAUTH.#29296 HR-5510 NTS 40F18 MD-HR6510-01 B P.E#58705 1 3 i SILICONE f STRUCTURAL 718"N --�{ 7/8'NOM. 7/8'N M. �•+ —►{ 718'NOM. POLYISOBUTYLENE 114"NOM. WITH DESICCANT EXT.GLASS 7a KODISPACE 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB KO TPS ,7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE 118"A GLASS 1/8"T GLASS--\ 3/16"A GLASS 3116"_T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT.GLASS ' ' 76.79 78.79 76.79 76-79 43/16"NOM. MELT BUM STRUCTGLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SILIGLASS TYPE 5 DESICSUPER —�{ 7!8"NOM. —�{ 718'NOM. �{ 7!8'NOM. �-{ 7B'NOM. Exr.cLA7SPACER@NXT- 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG 7/16"A/A SG 7/16°AIR SPACE 3/8"AIR SPACE 3/8°AIR SPACE 5116"AIRSPACE GLASS. 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8°T GLASS I ALUMINUM a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR REINFORCEMENT 76-78 76.79 78.79 76.79 5/16°NOM. DESICCANT CCAANTT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM EXT.GLASS7a DURASEALO J SPACER 112•NOM.GLASS 7/8'NOM. —+{ 7/8•NOM. �+ 76-79 SITE TYP. I I I INT.GLASS 72 Q 74 7116"A/A SG 7/16"A/A SG GLASS TYPES 5,7,11&15 EXTERIOR 1/4"AIR SPACE 114"AIR SPACE ' MAY NOT BE USED IN THE POLYISO- DESICCANT FILL AREA a 28 3/16"A GLASS 3/16"T GLASS HZA HVBOVE 30'. BUTYLENE 5/16"NOM. 29 0 75 a EXTERIOR a EXTERIOR 'GLASS TYPES 10.12&1416 SEAL S WCONE SEAL 29 MAY NOT BE USED WITH ROLL-FORMED J-CHANNEL OR INTEGRAL 78-79 78-79 FIN FRAMES STAINLESS STEE PRODUCT REVISED XL EDGE 1y E.\7.GLASS 79 SPACER 33 0 ❑❑a GLASS TYPE 15 GLASS TYPE 16 NOA-nyCoagw17 the Florida 111111 NOMNo. rid 17-0471.08 `�.�N ,.kv LYNN�i.,, RBy. ReW:1ma Expiration Date 09/24/2020 • °j ° JR 03/27/17/- NOCHANGE3THI56HEET. INT.GLASS ••° a�•'• V10ENSF •-Y - BY TYP.GLAZING DETAIL Q; _e1,s ReWead Br ORa at": Waloc Miami-05roduet Control No.58705 "A"-ANNEALED — *- _ D. W. ® Oeserlptiom Part tl Daacriptlon Material "r=T=TEMPERED STRENGTHENED A. 1 1�•i�� GLAZING DETAILS J ROSOWSKI 76 Kommering aSG TPS Spacer System "PVB'=.090'TRO5IFOLD PVB BY KURARAY AMERICA,INC. %�.C"'•, O 1 ((7� 1070 TECHNOLOGY DRIVE TiUa �O 77 Ouenex Super Spacer nXT wan Mot Melt Butyl See this 'SG°=.090"SENTRYGLASO INTERLAYER BY KURARAY 'i C, •'•ftORIDP.••'•��� N.VENICE,FL 34275 Sheet bf AMERICA,INC• '.,S'S NG�.� (941}460-1660 HORIZONTAL ROLLER WINDOW-LM 05115/15 78 Duanex Durasoal Spacer Materials _02WPOTINOMMIMM SvkelUodeh snaee Omdng No. Rer. ALL 79 Cardinal XL Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A LYN1aW L1I�R,P.E CERT.OFAURTEH({2 9298 HR-5510 NTS 5 OF 18 MD-HR5510-01 13 REFERENCE TEST REPORTS:FTL-8717,8968&8970 SHEET 2. P.E.968705 ! I TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Max. Max. Glass Reinf. Design Press re Anchor Quantity TABLE 8: TABLE 7: C°Mg_ Widh Hefght Type taw Glass Types Design Pressure(lbsm?) Glass types Design Pressure(lbse) 54" — 1 6 e 17 for XO or OX Windows 6.B forXOorOXWmdows 54" 5 8 2 7 6 18 9 R¢Inr.Level Rt All Buck Heights up to 54' Relnf.Level R2 All Buck Heights up to 54' Jm 76' 63 3 8 7 19 10 All Buck Wldthe All Buck Widths or 63 4 11 8 21 11 up to 75' +501-50 up to 76' +65/-70 OX72' 8-8 4 10 8 20 10 76, 76, 1D-12 4 12 8 22 11 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 14-16 4 12 8 22 11 5-8 3 9 7 23 12 120' 63 —5&8 4 13 B 24 13 XOX - 7&6 4 14 8 25 14 1400 63, 10-12 4 15 8 26 15 m 14-16 4 16 8 27 1 16 1 HEADER HEADER 1 --� �— 4-MAX.O.C. O ! i SECTION DETAIL SECTION DETAIL I FOR WINDOWS WITH 21 FOR WINDOWS WITH 0 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT 5-ANCHOR (RE INFORCEMENTSSHOWN SASH SASH (REINFORCEMENTS BROWN INFIGURESAPPLY TOALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT CLUSTER DETAIL FRAME TYPES 8 FRAME TYPES& CONFIGURATIONS) Q O 21 CONFIGURATIONS) 21 I 4-MAX.O.C. —�•I �-+-- O {{�� O I SILL a R SILL 7tAlCHORocmSTER DETAIL SAS*WIDT11 SASH WIDTH 51AMB G RAIL MEETINGRAIL 4°MAX O.C. 21 21 21E JAMB EXTERIOR 3-ANCHOR o PRODUCT REVISED I as complyying with the Florida j CLUSTER DETAIL Building&do NOTES: NDA-No. 17-0411.08 1)USE THESE TABLES FOR ALL WINDOWS 1111 1111/r INSTALLED THROUGH THE FRAME OR , Ra&od BY-' Dote: Revislon. Expiration Date 09/24/2020 8'MAX.O.C. INTEGRALFIN. `��\,``r��•""NN21/����� JR 03!27/17 CORRCLTEDTABLEfi. By 4'MIN.O.C. ..J 2)FRAME DIMENSIONS ARE BUCK WIDTH AND �,.• 1,10ENSF'•.�� I I •(Cv Mla rouct Control BUCK HEIGHT(SHEETS 3.4).SASH SIZE 1S AS Q-;' -, Revised W. Dole: Raitfan: PERTHEFIGURE. No.58705 3)FOR SIZES NOT SHOWN,ROUND UP TO THE — NEXTAVAILABLE WIDTH ORHEIGHT DeeaelpBpl; I Drown ey: DIMENSION SHOWN ONTHETABLE. G'C �` =1� •. Z 31��_' DESIGN PRESSURE TABLES J ROSOWSKI 72-AN'CHOR 4)'7/4-1/2-1/4°AND'1/31/31!3'INDICATE THAT �� . Sf0 ((/�THOSE STANDARD SASH CONFIGURATIONS � 1070 TECHNOLOGY DRIVE USTER DETAIL - FALL WITHIN THE SASH WIDTH RANGE INTHE i��s•' ��RIDP•.••'G�=� NVENICE,FL 34275 �8a' ��• ADJACENT COLUMN.'CUSTOM'INDICATES '�, /pNALEN���� (e41)asalsao HORIZONTAL ROLLER-LM 05/15/15 THAT NO STANDARD SASH CONFIGURATIONS !I 11111vv ro c,upmHle7pEse1 'Bc brie�Mode6• Srnk Sheet: Dro ing No. Rer. FALL WITHIN THE RANGE. A.LYNN MIU.ER,P.E. HR-5510 NTS 6 OF 18 MD-HR5510-01 B II P.ER58705 CERT.OF Am.1i29296 i TABLE 8: Own Types Design Pressure(msV) 5-6 torXO or OX Windows Relnt Level R8 An Buck Heights up to 63 All Buck Widths HEADER up to 75' +50/-50 SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glia types Design Pressure(lbsKe)for XOX O 22 5.8 Sash Sash I Width Windows REW Level Configuration Range(in) wlndew Buck Hdghl SASH R3 64" Q" HEIGHT 35.1f4" %!/-% 11.391-11.391 +50.0 500 +50.0 -50.0 +50.0 50.0 38" %-Yi--% 12.308-12308 +50,0 500 +50.0 50.0 +50.0 50.0 0 22 45118" I4•'/a?/• 11.391-11397 +50,0 -500 +50.0 50.0 +50.0 50.0 %-Y.-% 13.398-14.663 +50.0 -50.0 +50.0 -500 +50.0 50.0 47-314" 11.391-12.297 +50.0 -50.0 +50.0 -50.0 +50,0 50.D 12298-15.558 +50.0 -50.0 +50,0 50.0 +50.0 50.0 EXTERIon Custom 11.391-12016 +50.0 %0 •50.0 50.0 +50.0 50.0 SILL (� b 52-118• )4-%-Y 12017-13.397 +50.0 50.0 +50.0 56.0 +50.0 50.0 j 13.396-17.016 +50.0 50.0 450.0 50.0 +50.0 50.0 fIl m' Custom 11.391-13.397 +500 -50(I +50.0 50,0 +50.0 -50.D SASH WIDTH 60" %%% 13.398-15.360 +500 .50.0 +50.0 -50.0 +50.0 -50.D %-%-% 115.361-19.841 +50.0 500 +50.0 50.0 +5D.0 50.0 o Custom 11,391-11397 +50.0 50.0 +50.0 -50.0 +50.0 50.0 i O MEETING RAIL 75' %-%-Y, 13.398-19.110 +50.0 -50.0 +50,0 50.0 +50.0 50.0 19.111-24.641 +50.0 500 +50.0 50.0 +500 -50.0 o Custom 18.360-19.397 +5D.0 500 +50.0 50.0 +441' 49.P 22 22 0 98° %%% 19.398-24.380 +50.0 -500 +50.0 50.0 +500 50.0 JAMB Ex1g11IoR Custom 24.361-30.360 +50.0 50.0 +50.0 -50.0 +5D.0 -50.0 V 126' +/+-%-% ^ -30.360 +50.0 500 +50.0 -50.0 M41• 49.1• •+50!50 FOR GLASS TYPES 8-8 SEE TABLE 23 FOR ANCHORAGE "MIN.SASH SIZE=WINDOW WIDTH-59.28 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN PRODUCT REVISED IN FIGURES APPLY TO ALL as compWrig with the Florida FRAME TYPES S Building Code CONFIGURATIONS) NOA-No. 17-0411.08 1.11111 I I 1�, Expiration Dato 0 912 412020 oV LYMN ',,/' Rerleed By. Oafs; Rawb e VIOENS ! JR 03/27/17 NO CHANGES THIS SHEET. B •�� Rowed W. Dote: R,tola; Miam a uct Control * NO.58705 V Deacrotion: Olvnn By. NOTES: O•••.(/(sryryry,ro f DESIGN PRESSURE TABLES J ROSOWSKI Ift I 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. � �'n '• p �/� 1070 TECHNOLOGY DRIVE iF •••.�ORID P,.•'•\ N VENICE.FL34275 Put: Dots 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE ass ••••• C9 941}g80.1600 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SITES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7��,�ONAL E�.`� �rwG11ro211r PBT 0IDU31RIE8,I11F 4)'114-112-114'AND'V3-113-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH III 11 i 111 uyM SeHae/Iladea Sm4r Sheet: OrowL+g No. Ret. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,P.E. CERT.OF AtJTH.p29298 HR-5510 NTS 7 OF 18 MD-HR5510-01 B THE RANGE P,E.A 58705 I TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure(lbslft2)for Glass Types Design Pressure pbslftl)for Glass Types 5.8 ' 10.12&14-16 6&6 Sash sash Design Pressure(Ibs/iia)for XOX Windows TABLE 10: XO Or OX Windows XO or OX Windows Width Relnf.Lcwl Conipuratlon Reinr.Level Window Buck Heigh! Rein(.Level Window Beck Hd9hl Range On) WIndow Buck Height G1ase Type Design Pressure(Ibslfiz) R4 3G• 48. Be a" • 6-8 R4 48' Sd' 63° R4 .54° 63" 76' for XO or OX Windows 25-1Y2° +050 •70.0 +65.0 -70.0 +55.0 •70.0 25.112' +65.0 -110.1) +65.0 -110.0 +65.0 -110.0 ��m 11.391.13.397 +[5.0 -70.0 +65.0 -70,0 +65.0 -70.0 +65.0 65.3 ReinC Level R4 AD Buck Heghts up to 7Y a 60" `/+-'/i-Y 13.398-15.380 +65.0 -70.0 +65.0 -70,0 +65.11 -70.0 +65.0 -70.0 28' +850 -70.0 +65.0 -70.0 +65.0 -740 28' +65.0 -110.0 +65.0 -110.0 +65.0 .110.0 +85.0 -70.0 +85.0 -70.0 +85.0 -70.0 36' +650 -110.0 +65.0 -110.0 +65.0 -110.0 5 tri-Y-Y 15.361-19.641 +65.0 -70.0 +6.5.0 -70.0 +65.0 -70.0 +65,0 .70.0 All Buck Width. 38" Y up b 75' +50/-50 y 3 Custom 11.391-13.397 +65.0 -70.0 +65.0 469.6 +63.3 -63.3 +53,2 53.2 4Y' +850 -70.0 +65.0 •70.0 +65.0 •740 m 42' +650 -110.0 +65.0 -110.0 +65.0 -110.0 Y SEE TABLE 20 FOR ANCHORAGE 48" +650 .70.0 +65,0 •70.0 +65.0 •70.0 48°' +650 -110.0 +65,0 -110.0 +65.0 -110.01T5' Y-)S-Y 13,396-19.110 +65.0 -70.0 +85.0 -70.0 +65.0 •665 +58.2 -68.2 $ m '/a-Y-'Y 19.111-24641 +650 a0.0 +65.0 40.0 +65.0 70.0 +65,0 .66.0 60" +85.0 -70.0 +85.0 •70.0 +85.0 -70.0 � BO° +650 -110.0 +65,0 -110.0 +65.0 -83.9 ¢C 75" +85,0 •70.0 +85.0 •70.0 +64.3• -84.3• 75" +65.0 .110.0 +65,0 -103.5 +85.0 •840 Custom 18.360.19.397 +66,0 -70.0 +59.9 -69.9 +55.5 -65.5 +49.1 N411 •+651-70 FOR GLASS TYPES 643 SEE TABLE 22 FOR ANCHORAGE �• Y-Y=-Y 19.388-24.360 +65,0 70.0 +62.1 52.1 +58.0 58.0 +503 SEE TABLE 21 FOR ANCHORAGE Custom 24.361-34360 +65.0 -70.0 *65.0 .70.0 -a50 -67.3 +57.0 TABLEI6: D 120' y,_jr,-Y •• -30.360 +65.0 -70.0 +59.8 59.9 +555 55.5 +49.1 Glass Types Design Pressure(lbslfta)forXOX HEADER "MIN.SASH SIZE=WINDOW WIDTH-59.28 10-12 SashSash Windows - TABLE I4: SEE TABLE 24 FOR ANCHORAGE 2 Relnf.Lew] ColgBuratlon Range On) W ndow Buck Height Glass Types R4 48' 54° e3• 7&8 sash sash Design Pressure(lbsfOa)forXOX Windows Corbguration Width Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110,0 Q ROW..Level Range(n) Window Buck Height 6P Y,-%-Y. 13.398-15.360 -65.0 -110.0 +650 -110.0 +85.0 .110.0 R4 36° I .46" 154' 1 63' Y Y.-% 15.361-19.841 +65,0 -110.0 +65.0 -110.0 +850 .110.0 0 Custom 11.391.13.397 +65.0 .70.0 +650 -70.0 +65,0 •70.0 +65.0 70.0 Custom 11.381-13.397 +65.0 -110.0 +65.0 •110.0 +55.0 .110.0 60" '/+-N-'/n 13.398-15.360 +65.0 -T0,0 +65.0 -70.0 +65.0 70.0 +65.0 1 -70.0 75" Y_y,_Y 13.398-19.110 +55.0 -110.0 +65,0 -110.0 +85.0 -110.0 SASH g Y-Y=fa 15.981-19.841 +85.0 -70.0 +85.0 70.0 +85.0 -70.0 +65.0 -70.0 HEIGHT Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +650 -70.0 +65,0 -70.0 Y 19.111.24.641 *86.0 -110.0 +66.0 -110.0 +85.0 -110.0 m Custom 17.641-19.397 +65.0 -110.0 +65.0 -110,0 +65.0• -104.6• O 75° Y_ Y 13.398-19.110 +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Y-Y-Y' 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +85.0' -109.5• Q3 Y-Y-Y 18.111-24.841 +850 -70.0 +95.0 -IO.D +65.0 -70.0 +65.0 -70.0 i Custom 24.981-31.641 +65.0 -110.0 +65,0 -110.0 +65.0 -110.0 I-� '� i�m 97 +65,0 -70.0 +65.0 -70.0 +65.0 70.0 t65.0• •672• O 7 se• 80 +65.0 -70.0 +66.0 -70.0 +85.0 ao.0 +65.0• 46.6• Y-Y 29.641-32.515 +65.0 -110.0 tfi5.0 -110.0 +65.0' -104.6' u 60 +65.0 70.0 +65.0 -70.0 +65.0 70.1) +65.0 •-70.0 120' 516-39.841 +86.0 -110.0 +65.0 -1140 +6a- -110.0191' 60 +650 1 -70.0 1+65.0 1 -70.0 1+65.0 70.0 +850• 4i72' 140' Custom •• -39.641 +85.0 •110.0 +65.0 -110.0 +65.0+ -104,6• SILL •+651-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE +651110 FOR GLASS TYPES 11812 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-69.28 WINDOW W DTH•60.72 a "MIN.SASH SIZE_ MIN.SASH SIZE 2 2 TABLE 16: Glass Types Design Pressure(Ibslit2)for XOX SASH WIDTH ' 14-16 seen SasWidth Windows o SECTION DETAIL Reinf,Lawt Contguratlon Range On) Window Buck Height a MEETING RAIL FOR WINDOWS WITH R4 48•_ _ -54' 1. LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +65.0 -110.0 +850 -110.0 +65.0 -110.026 (REINFORCEMENTS SHOWN 60' Y,)4--Y 13.398-15.360 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 o a o IN FIGURES APPLY TO ALL 23 23 FRAME TYPES 8 YY-Y 15.361-19.641 +65.0 -110.0 +65,0 -110.0 +65.0 -110.0 1JAMB FXTER)OR CONFIGURATIONS) GLASS TYPES 10.1281416 m Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +65,0 -108.3 rrTT o MAY NOT BE USED WrIH PRODUCT REVISED 75• Y+_Y Y 13.398-19.110 +850 -110.1) +65.0 -110.0 +65.0 -102.0 V o •!-CHANNEL OR INTEGRAL as cum mil with the Florida •FIN FRAMES CC %-Y-% 19.111-24.641 +650 -110.0 +65.0 -110.0 +65,0 -102.8 Oullding ode ttOA-No. 17.0411.08 es (hlstam' 17.641-19.397 +65.0 -110.0 +65.0 -110.0 +65,0 -97.4 111111 g96• Y-y-Y 19.398-24.380 +85.0 •110.0 +65.0 -110.0 +65.0 -9zo \\�`7 �yY LYNy� l iii Revised W. Date: Ravlelon: P_xplration pat 09/24/2020 Custom 124.361-31.841 +65.0 •110.0 +85.0 -170.0 x65.0 439.4 ;� '� •'VCENgF�y� �i JR 03/27/17 NO CHANGER THIS SHEET, ey 29.641-32.515 +650 -110.0 *85.0 -109.8 +65.0 434.3 tr Rev3aed Mlann-0 o Product Control 120' �' ••.� Ble Data: Ravl�ion: / Y-ye_Y 32.518-39.641 +65.0 -110.0 +65.0 -105.0 +65.0 546 _*: N0.58705 *- 140" Custom -39.841 +65.0 J110.0 +85.0 -105.0 +85.0 -80.0 - � ® Deacriptlan: � Drown Sr. 1sEETABLE 27 FOR ANc11oRAGE � •. 3� 'a DESIGN PRESSURE TABLES J ROSOWSKI � -:`�cf NOTES: �'• STA EO (p 1070 TECHNOLOGY DRIVE lYle: Date: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. (C '•.,CORIDP.•' �_� N.VENICE,FL 34276 3)FOR 917EBN0TDIMENSIONS SHOWJ,ROUNDUP OTHENEXTAVAILABLEWDT ORHE)IGHDIMENSIOH SIZE IS NS OPER WN EONTHETABLE ' rS�/O,NALENG��� ( a1 � � HORIZONTAL ROLLER-LM 05/15/15 4)'1/4-1/2-114°AND'1/3.1/3.113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WTHIN THE SASH WIDTH RANGE ALYN�1tM�.�tER PE ALLRlcxrc RESERVED Self-Afodal: Seale: Sheat: Ormrtrq No. Rer, IN THE ADJACENT COLUMN.*CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P Eg50705 CERT.OFAUTH.7726266. HR-5510 NTS 8 OF 18 MD-HR5510-01 B TABLE 17: Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor Anchor 5-8 Sash Spacing for"Integral- Group E Group F Width 30°Height 36"Height 48"Height 54"HV3I+C2+1 ht 36"Height 48"Height 54"Height Fin"Installation Head Head E Head E HeadE Head E Head E Head E 3.8" 4' Rein R1 Level 4a) &SIO &Shc ; &Sill ' &Sill `; a SIII &Sill &SIIIR1 GUIDE TO USING ANCHOR QUANTITY TABLESPRODUCT REVISED Anchor Group A Anchor Group Cas eamplyIng with tho Florida 25.1/2" 12.147 1+C2+1 2 1+C2+1 3 i+C2+1 3 1+C2+ 2 1+C2+i 3 1+C2+1 3 1+C2+1 3 'FOR OX WINDOWS(XO SIMILAR): Building Code 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+ 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY Noa-No. 17A411.08 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1. 3 PER JAMB Expiration Data 09/24/2020 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 By pp HEAD AND SILL ANCHOR QUANTITY: I Miami a Product Control 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION ,o +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 31 2+C2+2 31 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS ATTHE SASH m ADDED NOTE TO ANCHOR TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 QTY TABLES. Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 _ 25-1/2" 12.147 1+C2+1 2 1+C2+1 '3 1+C2+1 3 1+C2+1 3 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET Li � Y m 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 I+C2+1 3 1+C2+1 3 1 SEE CLUSTER DETAILS,SHEET 6 N LO 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 i+C2+1 3 1+C2+1 3 i+C2+1 3 > CD o o j0 o E EL m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 - - SEVATION, n 15 5: 0 c 11 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / O X / SHEETI r^'- w w�a LO 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, O m m _ SHEET I MEETING RAIL 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 131 2+C2+2 121 2+C2+2 131 2+C2+2 13 2+C2+2 13 Ct LL o 0 REPEAT ANCHOR PATTERN AT SILL Z cp R- SEE TABLE 6 FOR DESIGN PRESSURE 2 W�; OW cG TABLE 18: FOR XOX WINDOWS: lW-Z J :2 Glass Glass Types Anchor Quantities for XOorOXWindows ANCHOR QUANTITY > J 5-8 PER JAMS o osti o CIf Width 30"Heighl 36"Helght 48"Height 54"Height 30"Helght 36"Height 48"Helght 54"Helght Z" L1 ~ Lu LL m Head E Head E Head Head E Head E Head E Head E Head i+C3+2+C3+�4111AICHORATTHESASH AND SILL ANCHOR QUANTITY: -J O ReW Level C ) m „ m „ m m „ O 01 $Sill &Sill &SIII &Sill &SIII -, &Sill -, &Sill $SRI +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAIL I"" R2 Anchor Group Anchor Group +(2)ANCHORS ATTHE FIXED SECTION ® m 7""4S +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAIL `+ Q 26-1/2° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR ATTHE SASH z TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS ATTHE SILL v 28" 13.397 � 1+C2+I 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 a � Z "Io=s 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O O C) C0 42" 20.397 NotAllovied 1+132+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SE ELEVATION, F z Of LO Of LO 5 48" 23.397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHS EEET I ELEVATION,SHEET I O Q 0 _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.697 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3 -� °lu ��+a saws Anchor Group B Anchor Group D X O �- x SE SHEET LION, 25.1/2° 12.147 1+C2+1 2 1+C2+1 3 1+C2+i 3 1+C2+1 3 1+C2+1 2 1+C2+1 '3 1+C2+1 3 1+C2+1 3 ELEVATION, a��•''ticFlJSF'.�(��! t SHEETI SEECLUSTER �' ••� 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 X2- 2 1+C2+1 3 1+C2+1 3 1+132+1 3 �:nNGEERAIL No.58705 DETAILS. * Y4 U 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+132+1 3 1+132+1 3 1+132+1 3 REPEAT ANCHOR PATTERN AT SILL SHEETS m' 42" 20.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3o�0.: s 1 -��` 0 48" 23.397 I+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 NOTES: 1)FRAME DIMENSIONS ARE BUCK WIDTH �T •. fi0" 29.397 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3 2+132+2 3 2+132+2 3 2+132+2 3 Max.Anchor O.C. Anchor AND BUCK HEIGHT SEE SHEETS 3-0 �,F 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+132+2 3 Spacing for"Integral- GroupF SHEETS&SASH S17EBSASPER7HEFIGURESON ''7Ss;ONAti�NG1` MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 2)FOR SIZES JLABLEOT ID ROUND UP TO 4„ THE NEXTAVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE. P.E#59705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5-8 Sash Spacingfor'9ntegral 30"Height 36"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48'Height 54"Height 63"Height Fin"Installation W dth Head Head Head Heed Head Head Head f' Head Head Head Reinf.Level M) m m m m fflAnchor Anchor &Sill &Sill &Sill ' &Sill ' &Sill &SIII &SIII &SIII &Sill &SIII Group E Group F R3 Anchor Group A Anchor Group C 3,6" 4" PRODUCT REVISED as comp)yIng with the Florida 25.1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+102+1 4 Bulldin9 Code 26" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 NoA-No. 17.0411.06 36" 17.397 1+102+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 1+102+1 4 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 4 ExplratlonDate09/24!2020 .42" 20.397 1+C2+1 2 1+C2+1 3 1+102+1 4 1+102+1 4 1+102+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By m Mlam,-0a roduct Centro 0 48' 23.397 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 q 2+102+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR >QTY.TABLES.RE MOVED 75" 36.897 2+C2+2 2 2+C2+2 3 2+102+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2' 4 2+C2+2 4 GLASS 5FRI TABLE 2o. Anchor Group B Anchor Group D 25-1/2' 12.147 1+C2+.1 2 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 t4l+C2+1 +102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y DO 28" 13.397 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 -m L0 O o 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 x � o 48" 23.397 1+102+1 2 1+102+1 3 1+CZ+1 4 1+102+1 4 1+102+1 +102+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 } ?m of"eLO 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 +C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O m m 12 Tn _ 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+102+2 4 2+102Tn- +2 2 2+102+2 3 2+102+2 4 2+102+2 4 2+102+2 4 "M O LL o o ° Q SEE TABLE 8 FOR DESIGN PRESSURE $LI o ®� TABLE 20: W Z Co x Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. J.-�J } m J s� yp Spacing for"integral- o z v o FQ- 6.6 Sash 30'Height 36"Height 48"Height 54"Height 63"Height 72'Height 30"Height 36"Height 48"Height 54"Height 63"Height 77'Height u Fin"Installation W Width Head Head £ Head Head E Head Head a Head Heed Head Head E Head E Head a Anchor Anchor p Reinf.Level (I n) m o m m &Sill &SIII &Sill &SRI &Sill &SIII &SIII &SIII &Sill S. Sill 8 Sill &Sill Group E Group F O T R4 Anchor Group A Anchor Group C 321 4.. 0 Z haus Q f4 25-1/2" 12.147 1+C2+1 121 1+C2+1 3 1+102+1 41 1+C2+1 4 1+C2+1 51 1+C2+1 5 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 41 1+102+1 5 1+C2+1 5 1-- E 28" 13.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 a a. Z Ill's W, 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 1+102+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 o O O o m 42" 20.397 1+02+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+G3+1 5 1+q+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 U2 too 48" 23.397 1+C2+1 2 1+102+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+103+1 4 1+q+1 5 1+C3+1 5 Q O 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: _ 1)FRAME DIMENSIONS sn1 '��0 seue5 75" 36.897 2+102+2 2 2+102+2 3 2+q+2 4 2*03+2 4 2+104+2 5 2+104+2 5 2+102+2 2 2+102+2 3 2+q+2 4 2+103+2 4 2+104+2 5 2+0q+2 5 ARE Bucl<WlDrri AND Anchor Group B Anchor Group D BUCKHEIGHT(SEE ��``1y11YLYNrI��'�,, 25-1/T' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4V2+C3+2 4 1+C2+1 5 1+C2+1 5 AS PER SHEETS3-4). FIGURES ON s ��\ CY ............EN �� i _� Qa. LIC S�c''•��ff 15 28" 13.397 1+102+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 44 1+C2+1 5 1+C2+1 5 SHEETS6e. ) 36" 17.397 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+02+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 44 1+C2+1 5 1+G3+1 5 2)FOR SIZES NOT Tk: MO 58705 SHOWN,ROUND UP TO m 42" 20.397 1+02+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+103+1 5 1+q+1 5 1+102+1 2 1+102+1 3 1+102+1 44 1+103+1 5 1+103+1 5 THE NEXT AVAILABLE :(�( �3! y WIDTH OR HEIGHT 1 v 48" 23.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+103+1 5 1+q+1 5 1+102+1 2 1+102+1 3 1+102+1' 44 1+103+1 5 1+103+1 5 DIMENSION SHOWN ON �0;iN S ATE 1 1 c 60" 29.397 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+102+2 3 2+102+2 44 2+C3+2 5 2+C4+2 5 THE TABLE �i F c�`SS,,toRioa,. G�� 75" 38.897 2+102+2 2 2+102+2 3 2+103+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+102+2 2 2+C2+2 3 2+q+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 3)SEESHEET9FORA '�i�l0NAll���v` SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A.LYNN MILLER,P.E MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WnH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. P.E#58705 u TABLE 21: Glass types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 SashWidth Spacing for"Integral- croup F 30"Height 36"Height 48"Height 54"Height 83"Height 30"Height 36"Height 48"Height 54"Height 63"Height Fin"Installation In Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E 4" Reinf.Level (I n) &SIU &Sill &SIII &510 R4 "" &Sill '�° &Sig &Sill E &Sill &SIII 8 Sill PRODUCT REVISED as crompl In with the Florida Anchor Group A Anchor Group C y g Building Code 25-17' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOA No. 17-0411.08 V 28" 13.397 i+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 Expiration Date 09/24/2020 36" 17.397 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By l- c 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 q Miami-0ad rogue centro m e 48" 23.397 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR ¢QTY.TABLES. 75" 36.897 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C�+1 3 t+C2+1 4 1+CZ+1 4 1+C2+1 4 z T C m 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > N o o m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 i+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o m z 11 °I=a 0 0 LO 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1' 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 .812 1-- C4 -� a `T$- 60" 29.397. 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 0 J o ^ vxoap 75" 36.897 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 13 2+62+2 4 2+C2+2 4 2+C2+2 14 =D-m o L SEE TABLE 11 FOR DESIGN PRESSURE U U_o TABLE 22: F Z C. < J X810 GLASS TYPES o 00 Glass Types Anchor Quantities for XO or OX Windows 10-12&14-16 MAY >v o r 10-12&14-16 Sash NOT BE USED Z m 0 30'Height 35'Height 48'Height 54'Height 63'Height 76"Height 3D"Height 36"Height 48'Height 54"Height 63'Height 76"Height WITH,I-CHANNEL W 0 Width Head Head Head Head E Head E Head Head E Head E Head E Head Head Head • oESGRALFIN J r Reinf.Level (in) &Sill &Sill &SIII m &Sill m &Sill m &Sill 8 Sill m &Sill m &SIII m &Sill &SIII ° &SIII m � 0 R4 - -' -, -� -� Z Anchor Group A Anchor Group C ® < J 25-112° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 D Z E 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 '5 1+C3+1 5 Z °los 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 0 2 O o LO 42' 20.397 Not AIIOWed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 U .� LO m Q. 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 O Q `O = 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+04+2 5 °A1 'asap r°u= NOTES: 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1BUCK wlDnflnaiD ��`��NY LY/JN��'�.,� AnchorGroup B Anchor Group D BUCK SEE SHEETS IGH BASH SIZE IS `�`���''• UCEN,s��.• �C!_'� 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 AS PER THE FIGURES ON 28' 13.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+.1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 6-8. _* No.58705 = Y 35" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 I+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT v SHOWN,ROUND UP TO m' 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+02+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 THE NEXT AVAILABLE '0 2 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT ' '� F ��••••��� 6 DIMENSION,SHOWN ON �i�s •••��RID?.•''G\�� g 60° 29.397 2+C2+2 2 2+C2+2 3 2+q+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 7HETABLE. J'�is7ONAL E���`� 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 9)SEESHEET SFOR A IIIIIIIYY SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. P.Ed 58705 TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities forXOX Windows 6-8 Sash Sash 24-24"Hol ht I 0Height 36"Height 1 48'Haight 1 54Height 1 63•Height 24' 8Height 1 54'Haight 63"Haight Configuration a a a a a a a a Reinf.Level Range(in) Head&Sill ' Head 8 Sill Head&Si9 ' Head 8 Sill ' F+eed&SI9 ' Head&Sill E Head 8 Sill Head&Sill ' Head&Sill ' Head&Sill I R1 Head&Sill E Finad-7,11 , d 8 Sill R3 11 Anchor Group A Anchor Group C PRODUCT REVISED 35.1/4' a-%-� 11.391-11.391 1+C2+O+02+1 2 1+02+p+C2+1 2 1+C2+p+C2+1 3 1+C2+O+C2+1 4 1+G2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2t1 2 1+C2+O+C2+1 2 1+C"C2+1 3 7+C2+O+C2+1 4 i+C2+0+C241 4 7+C2+p+C2+1 4 as eomPiying with the Florida Building Code Sir X-Y h 12.308-12308 1+C2+0+C2+1 2 11+02+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+OtC2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 NOA-No. 17-0411.08 45-18' Y_y% 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+CL+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 Expiration bole 09(24/2020 %r�-�/s 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7+C2+1+C2+1 4 BY 475/4' - mlaml-0ade - duet Control '/�-}j-% 12.298-15.558 1+C2+0+C2+1 2 1+0240+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+a+p+C2+7 2 1+02+p+C2+1 2 1+C2+O+C2+1 S 1+C2+p+02+1 4 7+C2+O+C2+1 4 1+C2+O+C2+1 4 Custom 111.3911-12.0118 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1402+1+C2+1 4 s ADDED NOTE TO ANCHOR 52-118' Y%_% 12.017-13.397 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+02+1 4 1+q+1+02+1 4 1+02+1+02+1 4 1+C2+1+02+1 2 1+C2+1+02+7 2 1+02+1+02+1 3 1+C2+7+C2+7 4 1+02+1+C2+1 4 1+02+1+02+1 4 .Q QTY.TABLES. -%-% 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 m Custom 11.391-13.397 1+02+1+02+1 2 1+C2+1+0211 2 1+02+1+02+1 3 1+C2+1+0211 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 q 1+02+1+02+1 4 1+C2+1+02+1 4 1^ _ 60' %-%-% 13.398-16.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ci LO Y m %1i--%-ya 15.367-19.841 1+02+O+C1+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+7 4 1+C2+0+02+1 4 7+C2+0+C2+1 4 1+C2+. +1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+O+C2+1 4 1+C2+O+C2+1 4 y 2 ? Asa Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+*31+C2+2+02+1 3 7+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 w � Q O 0 76" Y4-%S-'/a 13.398-19.110 1+C2+2+q+1 2 1+C2+2+C2+1 2 7+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+CZ+1 2 1+C2+2+C2+1 2 1+ 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+02+1 4 O O8.111-24.641 1+C2+1+C2+1 2 1+C2+74C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+ 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 In =uJ O �Custom 18.360-19.397 1+02+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+q+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+ 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 (0r04 - �w F 17 86' %%-'% 79.398-24.360 1+C2+3+0241 2 1+01+3+C2+1 2 1+02+3+02+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1+q+3+q+7 4 1+C1+3+C2+12 1+02+3+02+1 2 1+ 3 1+C2+3+02+1 p 1+02+3+02+1 4 1+02+3+02+1 q 0 m2 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2ti 4 1+C2+2+02+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+ 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 zU- 120" Y-%-y4 •• -30.360 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+01+1 2 1+ 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U U B U) u i Anchor Group B Anchor Group D FW-Z. a J Oma 3''x1/4' %s-�- 11.391-11.391 1+C2+0+C2+1 2 14C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C1+1 2 1+C1+0+C2+1 3 t+C2+0+C2+1 4 1+CZ+O+C2+1 4 1+C2+O+O2+1 4 C)�; of 00 J CO Ix 38' Y.-%-% 12308-12308 1+C2+O+C2+1 2 1+C2+1)+C2+1 2 1+CZ+O+C2+1 3 1+C2+0+C2+1 4 14C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+02+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C240+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 z rn cOJ Y.-Y,-Y, 11.391-13.397 1+C2+D+C2+1 2 1+C2+0+C2+1 2 7+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C240+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 W Q 45-1l8" J Y.-K-Y 13.398-14.683 1402+0+C2+1 2 1+C2+O+G2+1 2 1+C2+0+C2+1 3 1+C2+0+C2r1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 2 1+02+0tC2+1 2 1+C2+0+C2+1 3 1+C2+0,+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 � J N 475/4' '/a-Y2-X 11.391-12297 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1402+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z 0 laays -�s-'/a 12288-15.558 1+02+0+C2+1 2 1+C2+04-C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+OtC2+1 4 1+C2+0+02+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+CZ+1 3 1+C2+e+C2+1 4 1+C2+0+C2+1 4 1402+0+C2+1 4 ® a U) C Q Custom 11.391-12016 1+02+1+G2t1 2 1+C2+1+C2+1 2 1+C2+1+02+1 9 1+C2+1+02+1 4 1+02+1+0211 4 1+C2+1+q+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+02+7 4 ]+02+1+C2+1 4 Ui z� Z 52-1/8• 1±-%-y 112.017-13.397 1+02+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 7+CZ+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z aI55 y,-y3-)j 113.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+o+C2+1 3 1+C2+0+C2+1 4 1+C2+OtC2+1 4 1+C2+0+C1+1 4 1+C2+0+02+1 2 1+C2+D+C2+1 2 7+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 0 ° c) m Custom 11.391-13.397 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+0241+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ~ V � 60" '/a-%-)a 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+I+C2+1 3 1+C2t1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 t+C2+1+C2+1 4 14C2+1+C2+1 4 g Z 0 1 %-%-% 15.361-19.641 1+02+0+02+1 2 1+C2+0+02+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+D+C2+1 4 1+C2+0+C2+1 4 ¢ = Z Custom 391-13,397 1+C2+3+t2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+34C2+1 4 1+C2+3+C2+1 4 1+02+3+02+1 4 1+C2+3+C2+1 2 7+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 14C2+3+C2+1 4 a01 rosap seues 75' Y.-%-Y. 13.398-19.110 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C242+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4II 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 X111 /i� '/a % 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 9 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 41+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 140241+C2+1 4 `�. �QNY LYN/I/�/ Custom 18.360-19.397 t+02+3402+1 2 1+C2+3+02+1 2 t+C2+3102+1 3 1+C2+3+02+1 4 7+02+3+C2+1 4 1+02+3+C2+1 41+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+O2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 `�P�;' UCEN,SF BB' Y%-'/. 18.398-24.360 7+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 4 7+C2+3+C2+1 4 1+02+3+C2+1 41+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 9 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 No.58705 Custom 24.361-30.360 7+C2+2+02+1 2 1+02+2+02+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 47+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4111+C2+2-C2+1 4 1+02+2+C2+1 4 120' Y.-Y.-Y, '" -30.360 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 7+C2+3+C2+1 4 1+C2+3+C2+1 41+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 �' ' SEE TABLE 9 FOR DESIGN PRESSURE %�Q A � � :• �(/� I "MIN.SASH SIZE=WINDOW WIDTH-59.28 NOTES: �T••, !(7. Max.Anchor O.C. anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SHEETS 34). '���s4 '•c(OR101.•' \� Spacing for"Integral- Group E Group F 2)FOR SIZES NOTS OWNS17E IS AS PER THE,RIGURESON SHEETS OUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE �' i 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. /111 1 I l l t \ Fln"Installation 2,9" 4" 4)'1/4-1/2-1/4'AND-113-13113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLFJi,P,E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, REA 5870.5 I 9 TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Glass types AnchorQuantities for XOX Windows 5&B Sash Sash 24"Height I VY Height 36'Height 48°Heigh 1 54'Height ST Height 24"Height SW Height I 36'Height 48"Height I 54'Height 63-Height Configuration Width a a a a c a c a a a Relnf,Level Range M) Head 8 Sill ,� Head&Sill Head&Sill Head&Si1I Head&S19 Head&SBI Head&SIS ' Heed&Sill Head&Sill Head&Sill Head&Sill Head&Sill Anchor Group A Anchor Group C PRODUCT REVISED as comp)yIn with the Fledda 35-1/4' Y3-%-Y311.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 i+C2+0+C2+1 4 Building Coda 38" %-Y,-Y3 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 NOA-No. 17.0411.08 Y-y% 11.391-13.397 1+C2+0+C2+1 2 t+C2+D+c2+1 2 1+C2+0+C2+1 3 i*C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 41 Expiration Date 09/24/2020 45-118 %-Y-Ya 13.398-14-883 1+C2+0+C2+1 2 1+C2+0402+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 41 BY 47.314" Y.-35-Y4 11-391-12.297 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+G2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 a rod Miami- uct Control Ys-Y3-33 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+CZ+1 2 14C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Custom 11.391-12.ole 1+C2+l+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m 52-1/8' 3o-%-'/a 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ,y Y.-%-Y. 13.398-17.016 1+C2+0tC2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.387 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 g 60" y_%-y4 13.398-15.60 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 T %-%-Ys 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 d 1+C2+O+C2+1 4 i+C2+0+C2+1 4 vi y ney ji Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Z o Cn O 75" %-%-% 13.398-19-110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1402+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 4 O Q e1c0 Q 35-%-% 19.111-24.641 1+C2+1+C2+1 2 1+02+14C2+1 2 1+C2+i+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m Z m Custom 18.360-19.397 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 C9 04 t~a 96° -yy-y 19.398-24.380 1+C2+3+02+7 2 1+C2t3+62+1 2 1+C2t3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 O ro o _ 0-J O Custom 24.381-30.36D 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 =LL m Q 120" -y " -30.360 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 066 +- CO Anchor Group B Anchor Group D H W 00 ¢ J oma 00 35.1/4" Y3-Y3-% 11.391-11.391 1+C2+D+C2+1 2 1+C2+D+C2+1 2 f+C2+D+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+O2+OtC2t1 4 1+C2+OtC2+1 2 1+C2+0+02+1 2 7+02+6+02+1 3 1+02+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 � a Q r 38' %-3a-% 12.308-12.308 1+C2+0+C2+1 2 1tC2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 �Z� � F- W (y 344--%-y 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2tl 2 1+C2+0+C2+1 2 1402+0+C2+1 3 1+C2+D+C2+f 4 1+C2+0+C2+1 4 1+C2+0+C2+1 41 LU O 451/S ,J � 3a-3a-Y 13.398-14.683 1+C2+0+C2+1 2 1+C2+O+C2+1 2 i+C2+0+C2+1 3 1+02+0+C2+1 4 1+C240+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 Y-ya-% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 ® m 1aa45 47-314° 7_ _y si 12.298-15-558 1+C2+D+C2+1 2 1+C2+D+C2+1 2 1+C2+0+02+1 3 I+C2+O+C2+1 4 I+C2+0+C2+1 4 1+C2+0+C2+i 4 9+C2+o+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 `+ _ F- Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 14C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 �l � Z £ 62-1/8" y-%-y 12.017-13.397 1+02+1+C2+1.2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 Q Z aloas 33 Y3-y 13.398-17.016 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C241 4 1+C2+O+C2+1 4 1+C2+0+CZ+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O yL L O = N m Custom 11.991.13.397 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+02+1+02+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 U I g 60" Y+-y,-Y< 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C@+1 4 1+C2+14C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 C Q = v Y3-3a-33 15.361-19.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1+02+O+CZ+1 4 1+C3+O+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+O+C2+1 4 f+C2+D+C2+1 4 1+C2+0+C2+1 4 eg�y -ara0 saves f Cuslom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 I+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 75" %-Y,-y 13.388-19.110 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+02+2tC2+1 4 l+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 I+C2+2+C2+1 4 1+C2+2+C2+1 4 119.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 i+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+02+11-2111+102+11+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 .•• ••• Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+34C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 9 1+C2+3+C2+1 4 t+C2+3+C2+1 4 1+C2+3+C2+1 4 QCT:•• 1-ICENSF•.,(�� 98" Y4-y--Y4 19.398-24.360 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 41+C2+3+02+1 4 1+C2+3+C2+1 2 1+C2+3+C2+i 2 i+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 * No.58705 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2t1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+02+1 3 1+C2+2+C2+14 1+C2+2+C2+1 4 1+C2+2+C2+1 4 X •• y}_ f 12W %-y-Y. - -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+9+C2+! 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 �y�y' NOTES: SEE TABLE 13 FOR DESIGN PRESSURE -0 - S7t1A77}EE '46 "MIN.SASH SIZE_WINDOW WIDTH-5928 T••. Max.Anchor O.C. Anchor 2 1)FRAMEDIMENSIONSAREBUCKWIDTHANDE BUCK HEIGHT(SE E SHEETS 3-4). iC�51'•c<ORIDP..•' �&2 SASH SIZE IS AS PER Spacing for"Integral- Group F 2)FOR SIZES NOT SHOWN, OUND OR TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE- ����,�9NAL EG ` ' 3)SEE SHEETS FOR A GUIDE TO USING THESE TABLES. /111111"k, Fin"Installation 4" 4)'1/4-12-1/4"AND-1/3-1{3.1/3-INDICATE THAT THOSE STANDARDSASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM*INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E#53705 t � 4 TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Gies s Types Anchor Quantifies for XOX Windows 7&8 Sash 24'Height 30'Height 36"Height I 4B"Height 54'Height 63ll+C2+1-C2+1 24"Height 30-Height 36•'Height 48°Height 54"Heigh/ 6'3"Height Sash Width Configuration Rene E n E Head&S01 E HeaHeed&Sill E E Reilrf.Level 8 Cm) Heed 8 SIII ' Head 8 Sill � Heetl 8 S01 � Need 8 Sill ' � Heed&Sill Heetl&Sill � Heed 8 Spl � Heatl&S81 � Head&Sill R4 PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida 35-14' Y-Y-Y 11.391-11.391 1+C2+O+C2+1 2 1*C2+0+02+1 2 1*C2*O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Building Code .08 38° Y-Y-Y 12.308-12.308 ' 1+C2+0+02-1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 NOP-No. 17-124/ 02 + + 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 expiration Date 09/24/2020 45.1/8" �-Yi-Y4 -- Y-Y.% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 By �-- 473/4" %-Y,-Y, 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2ei+C2+1 4 Miami-Da Product Contro Y-Y-Y 12296-15.568 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.0161 2 1+C2+1+C2+1 2 1+C2-1+C2+1 3 NC2+1-C2+1 4 1+C2+1+C2+1 4 1+C2+1-C2+1 4 IFD7 OTE TO ANCHOR 52.1/8' Y-Y-Y 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2-1+C2+1 3 1+C2+1+C2+1 4 14C2+1+C2+1 4 1+C2+NC2+1 4 LES. 13.398-17.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 Not AtlOWed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1p 2 co E 60" %YZ Y 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C241 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 3 - (n ,tea Y-Y-Y 15.361-19.841 1+C2+OM2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 1+02+3+C2-1 2 1+C1+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 NC2+3+02+1 4 t+C2*3*C2+1 4 j N p Q 0 O i 75" Y-Y% 13.398-19.110 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+G2+1 4 1+C2+2+C2+1 4 E o vice 0 Y-Y-Y 19.111-24.641 1*C2*1*C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 >.n R W Of LO UJ O Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 (9� t9 � 96° Y4-Y2-Y4 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2*1 3 1+C2+3+C2+1 4 NC2+3+C2+1 4 1+C3+3+C3+1 4 JO_I O n= on a0 = Custom 24.361-30.360 NC2+2+C2*1 2 1+C2+2+C2+1 2 i+G2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+03+2+C3+1 4 Z 1 ''o"c2 rc 12T X-Y-Y -30.360 1+02+3+C2+I 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 U U o tr� W 'oN Anchor Group AnchorGmupl) FW-wZ 35-1/4" %-Y-Y 11.391-11.391 1+C2+0+CZ+1 2 1+C2+0+C2-1 2 1+C2+O+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+G2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 41 1->V, Q r co 38' Y-Y-Y 12.308-12.308 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+O+C2*1 3 I+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1*C2+0+C2+1 2 1+C2+0+C2N 2 1+C2+0+C241 3 1+C2+G+C2+1 4 1+C2+O+C2+1 4 1+12+0+C2+1 4 z U F' LL i %Y-y+ 11.391-13.397 1+C2+D+C241 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+t2+0+C2-1 4 1+C2+0+C2+1 4 1+Ix+0+C2+1 4 J 45-1/8" Y-Y 13.398-14.8&9 1+C2+0+-C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 NC2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+G2+0+C2+1 4 1+C2+O+C2+1 4 O 1 +Yi-Y 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2*1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1*C2+1+G2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® z of t+av5 j 473/4" Y YM 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.0`18 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+CZ+NC2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 NC2+1+C2+1 4 1+C2+1+C2+1 4 �J' z 12.017-13.397 1+C2+1+C2 1 2 1+C2+1+C2+1 2 1+C2+1+ + 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*C2+1+C2+1 2 1+G2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Q O z �c'S j^ 52-1/8` '/a-Y-% + l� 1 O O til Y Y-Y-Y 13.398-17.018 1+C2+D+C2+1 2 NC2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 NO2+0+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+CZ+1 4 O = N " Custom 11.391-13.397 1+C2+1+C2+1 2 1-C2+1-C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1*C2+1+C2+1 4 1+C2+1*C2N 4 1*C2+1*C2+1 2 1*C2+t+C2+1 2 1+C2+1*C2+1 3 1+02+1+C2+1 411-C2+11-C2-1114 1+C2+1+C2+1 4 (j Ifj 60" Y4-Y-% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1402+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 O z 0 Q' Y-Y-Y 15.361-19.641 1+C2+0+C2+1 2 1+C2+1)+G2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+1)+C2+1 4 1+G3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 = i Custom 111.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C243+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ane nsa0 sa�,as 75" +/%+Y 113.398-19.110 1+C2+2+02+1 2 1*C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+03+1 4 1*C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 t+C2+24C2+1 4 111111 Il llllll Y-Y-Y 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*C2+14C2+1 3 1+C2+1402+1 4 1+C2+14C2+1 4 1+C3+1+C3+1 4 1+G2+1+C2+1 2 1+C2+1+C2+1 2 1+C2-1+C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 qNY LYNN-1/., Custom 18.300-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+34C2+1 4 1+C2+3+C2+1 4 1+G3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+34C241 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 `Pa��'• UCEryy.F ��� i 19.398-24.360 1+02+3+C2*1 2 1*C2*3+C2+1 2 1+02+3+C2+1 3 t+C2+3+02+1 4 1+02+3+C2+1 4 1*C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+02+3+02+1 4 1+C2+3+02+1 4 •.� Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 NC2+2*C2+1 4 1+C2+2+C2+1 4 I+C3+2*C3N 4 1*C2+2+C2+1 2 1+C2*2+C2+1 2 1+C2+2+C2+1 3 1+.C2+2*C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 4 /f N0.58705 120' %-Y2-Y. -30.360 NC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+G2+3+C2+1 4 1+1243+C2+1 4 1+C3+3+03+1 4 1+C2*3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 d 1+tx+3+C2+t 4 --U :+� * { 70: 3 311 SEE TABLE 14 FOR DESIGN PRESSURE '. I� Q7� "MIN.SASH SIZE=WINDOW WIDTH-5928 NOTES: �.(� STATE � Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3A).SASH SIZE IS AS PER THE ��,C�S1 '•�<ORIDA••_•, � F GURS ON SHEETS Spacing for"Integral- Group F )FORE ZES NOT SHOWN,ROUNDUP TO THE NEXTAMMLABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. I/I I I I 11111 Fin"Installation 3,7" 4)'1/4-112-1/4'AND't/3-1/3•I/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.058705 TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Gress Types Anchor Quantities forXOX Windows 10-12 Sash Sash 24-Height I 30`Height 38'Height 1 46'Height I S4"Height I 63'Height 24'Heigh 1 30'Height 1 36'Height 1 48"Height I 64"Height 63"Height Consgurallon Width a a o a a a a Relnt Level Range(m) Head&SIII ' Head&SIII ,� Head&SIO ,� Head&SRI Head&Sill Head&SRI Head&Sit Head&Sill Head&Sill Head&SIII E Head&Sill Head&Sill m R4 Anchor Group A Anchor Group c 35-ve Xm%-)4 11.391-11.391 1+C2+9+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 311+C2-0+C2+114 1+C2+0+C2*1 4 1*C2+0+C2+1 4 PRODUCT REVISED 38' N122,332.308 1+C2+0+C2+1 2 1+C2+6+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 as complying with the Florida Building Code 481/8` -�-� 3.397 1+(2+0+(2+1 2 1+C2+p+(2+1 2 1+C2+p+f2+1 3 1+C2+O+C2+1 4 1+(2+p+C2+1 4 1+p+p+q+1 4 NOA�to. 17.0411.08 Y�Y 4.683 1+C2+O+C2+1 2 1+(2+p+C2+1 2 1+C2+0+(2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+p+D+p+1 4 Expiration Date 09/24/2020 47314" %- Y4 297 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C3+O+p+1 4 1+q+D+c3+1 4 -Y 5.556 1+C2+O+C2+1 2 1+C2+D+CL+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 t+p+Otp+1 4 1+C3+0+p+1 4sY Mlamt-D Product ControlCustom .016 1+C2+O+C2+1 2 1+(2+0+(2+1 2 1+(2+0+12+1 3 1+p+0+p+1 4 1+p+O+p+t 4 1+C3+p+p+1 462-IIW y-%-Y4 3.397 1+C2+DrC2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+0+p+1 4 1+C3+0+p+1 4 il+C3+D+C3+il 4 m ADDED NOTE TO ANCHOR 13.398-17.018 1+(2+p+f2+1 2 1+(2+O+p+1 211+02+&C2+113 1+C2+O+C2+7 4 1+p+p+p+t 4 1+q+0+p+t 4 3 Custom 11.391-13.387 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+p+1 4 1+C3+2+p+1 41 12 CITY.TABLES. m 60' Y.-%-Y. 13.398-16.360 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 14C2+2+C2+1 4 1+p+2+q+1 4 1+C3+2+p+1 4 Ya-Y,% 15.361-19.641 t+C2+0+C2+1 2 1+C2+0+C2+1'2 1+C2+0+C2+1 3 1+C3+0+q+1 4 1+C3+0+423+1 4 1+C4+0+C4+1 4 Ip Im Custom 11.391-13.397 1+C2+2+C2+1 2 1}C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+p+3+q+1 4 1+C3+3+q+1 4 z 75' %h-'/a 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 19.111-24.641 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+q+0+C3+1 3 1+p+O+C3+1 4 t+C4+0+C4+1 4 1•+C:4+O+C4+1 4 p ia LU O 0 O Custom 17,641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+4+C3+1 4 1+p+4+p+1 4 1+C4+4+C4+1 4 j 0 O 96' y-Y% 18.398-24.360 1+(2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+4+p+1 4 1+p+4+p+1 4 1+CA+4+C4+1 4 u) Z W ala0 Q' t0 Nto Ya-Ya=/a 24.381-31.6411+C2+2+C2+1 2 2+C2+2+C2+ 2 2+C2+2+C2+ 3 2+C3+3+p+ 4 2+C3+3+C3+2 4 2+C4+3,C4+2 4 CDN 0' 120" Y<-Y-14 28.641-32515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+4+pi• 4 2+p+4+C3+2 4 2+C4+4+04+2 4 0 (L X-34-Y. 32516-39.641 2+C2+2+C2+2 2 2+C2+3+(2+2 2 2+C2+3+C2+2 3 2+q+3+q+2 4 2+Cq+3+C4+2 4 2+C4+3+CA+2 4 z tL C7 M�0 0 140" custom '• -39.841 2+62+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+q+4+q+ 4 2+Ci3+4+CA+2 4 2+C4+4+C4+ 41 U LL d ®� u Anchor Group B Anchor Group D W z v W 'aN 35-1/4' -'/ 11.391-11.381 1+C2+O+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+p+0+C2+1 2 1+02+O+C2+1 2 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3 1+C2+O+C2+1 4 1+C3+O+p+1 4 1+q+0+p+1 4 ® N Z lasyg Q to Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+0+pr1 4 1+p+0+p+1 4 1+p+D+C3+1 4 1+C2+0rC2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+0+q+1 4 t+p+p+p+t 4 t+p+0+q+1 4 [- 62418' Y-y 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+(2+1 2 1+(2+O+C2+1 3 1+C3+0+C3+1 4 1+p+O+C3+1 4 1+q+D+C3+1 4 1+C2+O+C2+1 2 i+C2+0+02+1 2 1+C2+o+C2+i 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 0 t- z L > z aloaS 9 Y-Y 13.398•17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1 1+C2+0+C2+1 3 1+p+D+C3+1 4 1+p+0+C3+1 4 t+C3+0+C3+1 4 1+C 2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+6+C2+1 4 1+C3+0+q+1 4 1+p+0+C3+1 41 Custom 11.391.13.397 1+C2+2+C2+1 21+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+p q +2+C3+1 4 1+C3+2+ +1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+p+1 4 1+C3+2+C3+1 4 0 0 N O m to 6 -Y-% 13.398-15.360 1+C2+2+C2+t 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+CZ+2+02+1 4 t+p+2+C3+1 4 1+q+2+030 4 1+C2N+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 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1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+C4+1 4 1+C4+3+C4+1 4 v� ` 3: r• y-�-y 19,117-24.641 1+C2+MC2+1 2 1+C3+0+q+1 2 1+C3+D+Ci+1 3 1+C4+0+04+1 4 1+CS+O+CS+1 4 1+CS+O+C5+1 4 LJ t1D O O Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+q+1 4 1+134+4+04+1 4 1+C4+4+C4+1 4 e q q 96' %-3s-'/+ 19.398-24.860 1+C2+3+C2+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+C4+4+C4+1 4 1+C4+4+CA+1 4 1+Gi+3+134+1 4 }n aN sly U) J.%% 24.361-31.641 1+132+2+132+1 2 2+C2+2+C2+2 2 2+C2+2+C2+ 3 2+C4+3+C4+ 4 2+04+3K4+2 4 1+C4+2+134+1 4 8 N f-w X % 29.641-32.515 2+132+3+132+2 2 2+132+3+132+2 2 2+C2+3+C2+ 3 2+134+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 o �_ As Z 120' +�-y_y 32516•39.641 2+132+2+132+2 2 2+132+3+132+2 2 2+132+3+132+ 3 2*G7+3+Cq+2 4 2+134+3+134+2 4 2+134+3+134+ 4 Oz LL N umou0 140' Custom _39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+134+4+134+ 4 2+134+4+C4+ 4 2+C4+3+C4+ 4 2 uj O ti Anchor Group B Anchor Group D W CJ m =< W ex 35-1/4' "/s-�i-Y 11.391-11.391 ]+C2+OrC2+1 21+132+0+132+1 2 1+132+0+132+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+o+C2+1 3 1+C2+O+C2+1 4 ]+C2+0+02+1 4 1+C2+O+C2+1 4 n� } m DW 8' Y.-Y.-Y.3 12306-12.306 7+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2-0,C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+CZ+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C3+0+133+1 4 p Z Ian 0'_ LL y,%-y. 11.391-13.397 1+C2+0+C2+1 2 7+C2+0+C2+1 2 1+C2+0+L2+1 3 1+q+0+C3+1 4 1+03+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+CS+1 4 1+q+0+C3+1 4 1+C4+0+131+1 4 U i7.i 0 45-1/8' ys_y-Y 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4]+C3+(i+C3+1 4 1+q+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 -•I J tp 47-314° Y4_h-)° 11.391-12297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+03+O+C3+1 4 1+C4+0r04+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+9+C2+1 3 1+C3+O+q+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 F- O 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C3+0+q+1 4 1+132+O+C2+1 2 1+C2+n+C2+1 2 1+C2+0+C2+1 3 1+C3+O+q+1 4 1+C3+0+C3+1 4 1+133+0+133+1 4 ® a left] Custom 11.391-12016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 7+C3+0+q+1 3 1+q+0+q+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C7+1 4 1+134+0+134+1 4 Z:) Q )- 62-118' %-ys-'/. 12017-13.397 ]+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+4+0+C3+1 4 1+040+C07 4 1+CA+0+04+1 4 1+C2+0+132+1 2 1+C2+0+C2+1 2 1 i+4+0+4+1 3 1+03+0+C3+1 4 1+CA+0+C1+1 4 1+CA+O+C4+1 41 U' (- Z 13.398-17.016 1+C2+O+C2+1 2 1+132+0+132+1 2 1+...+l 3 1+C3+O+C3+1 4 1+C4+O+C4+1 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 t+q+0+133+1 3 1+q+0*133+1 4 1+04+0+C4+114 1+134+0+C4+1 4 < Z siasg Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4-2+C7+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 9 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 O N m 60" 3.-%-� 13.398-15.360 1+132x2+C2N 2 1+C2+2+C2+1 2 1+C2+2+C2++1 3 1+q+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+q+1 4 1+C4+1+C4+1 4 U to Y.-%-Y. 15.361-19.641 1+C2+O+C2+1 2 1+C2+0+132+1 2 1+C3+0+4+1 3 1+04+0+04+1 4 1+C4e0+C4+1 4 1+CS+O+C5+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C3+0+q+1 3 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+CS+O+136+1 4 Z Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+03+1 4 1+134+3+134+1 4 1+C4+3+C4+1 4 Q = T 76' '/a-'/a-y 13.396-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C30 4 1+C.4+3+C4+1 4 1+134+3+C4+1 411+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+134+2+C4+1 4 1+C4+2+c4+1 4 sH1 '�scO souc5 y-y3-'/s 18.111-24.641 7+C2+0+C2+1 2 1+C3 O+M+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+O+C5+1 4 1+CS+O+CS+1 4L2+=+3+C2+2 2+1 2 1+C3+0+C3+1 2 1+C3+O+C3+1 3 1+Ci+0+Cy+1 4 1+C5+O+C5+1 4 1+CS+O+C5+1 4 \,11 17r, Custom 17.641-19.397 1+132+3+C2+1 2 1+C2+3+C2+1 21+C2+4+C2+1 3 1+C3+4+C3+1 41+C4+4+C4+1 4 1+134+4+134+1 42+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+4+C3+1 4 1+C4+4+C4+1 41+C4+3+C4+1 4 Y,i_YNN 96' �-Y 19.396-24.360 1+C2+3+C2+1 21+C2+3+C2+121+C2+4+C2+131+04+4+C4+141+134+4+C4+141+C4+3+C4+142+121+C2+3+C2+1 21+C2+3+C2+131+04+3+131+141+C4+3+134+141+C4+3+C4+14 ��•'• VICENSF• �(� i� ! 72-Ya 24.367-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+02+2 3 2+C4+3+C1+ 4 2+C4+3+C4+ 4 1+C4+2+CA+1 42+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C4+2+C4+1 4 1+04+2+C7+1 411+C4+ 4 y"-y 29.841-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+CA+4+C4+2 4 2+C4+4+C4+2 4 2+C4+4+G4+ 42+2 2 2+132+3+C2+2 2 2+C2+S+G2+2 3 2+C4+4+C4+2 4 2+134+4+134+2 4 2+C4+3+131+2 4N0.5870120' '/i-'_, 32.516.39.641 2+132+3+132+2 2 2+132+3+132+2 2 2+132+3+132+2 3 2+134+4+134+2 4 2+134+4+134+2 4 2+134+3+13¢+2 4 +2 2 2+132+3+132+2 22+132+3+132+2 3 2+134+3+134+ 4 2+134+3+01+2 4 2+134+2+134+ ¢40' Custom " -39.611 2+02+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4M+134+2 4 2+134+4+4ii+2 4 2+134+3+134+2 42+ 2 2+132+3+132+2 2 2+C2+3+C2+2 3 2+C4+4+C4r2 4 2+C4+4+134+2 4 2+C4+3+134+ 4t 1NOTES: SEE TABLE 16 FOR DESIGN PRESSURE 0.n%. �7;Z7 F SASHSIZDIMENSIONS ARE SUCK S SHEETS".DUCK HEIGHT(SEE SHEETS3.4). %��ss/.�ORIDP•-.•G��; �FCHANNFLORII LASS TYPES 10.12$1416 "MIN.SASH SIZE= WINDOW WIDTH 60,72 2)FOR SIZES NOT SHOWN.ROUND UPTOTHE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE ' �NALIEN��` AY NOT SE USED WITH 3)SEE SHEET 9 FOR AGUIDE TO USING THESE TABLES. If NTEGRAL 4)°1/41/2-1/4'AND-1/3-1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER.P.E FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLWITHIN THE RANGE. P.E.# 705 0 TABLE 28: Bill of Material 3.500° 3.500" 3.600" 3.500' # Part# Description Material ._._I 1 620121 Frame Head,SN and Jambs-J-Channel PVC IF - '062" -�I�- .os2^ -��- .os2" -►I�- .osa' 2 620122 Frame Head,Sill and Jambs-Flange PVC O a 0 3 620123 Frame Head,S(II and Jambs-Fin PVC LLLfff 4 620124 Frame Head,SIIl and Jambs-Equal Leg PVC13 620172 Anti-Lift Insert/Trim Cover PVC .44s J� 2.445 r:_1 f� 2.445 n2.44514 620131 Fixed Meeting Rall PVC 0'i R ❑❑I I ����U 15 620168 Track Insert 606316 Al J. U 1 L.rJ 1 15 620129 Sash Rail(Sides,Top&Bottom) PVC 1 --11 17 166 Monorail 25' 6M Te Al 19 6200156 Pull Rail Interlock 6063 T6 Al 8� 1.375 O FRAME HEAD.SLL HANNEL6 - Ora HEAD,SILLFLANGE FRAME 1.375 3O HEAD,FIN ,SSILL 8 4O HEAD,SME EQUAL ILL 8FR4ME i 20 620144 Pull Reil Intedook Cotler PVC 8 JAMBS JAMBS JAMBS JAMBS 21 6015D Light Sash Reinforcement 600 TO Al 22 60151 Standard Sash Reinforcement 6063 T6 Al 1,872° -� 1.641' 23 60152 HD Sash Reinforcement 6053 TO Al T 1,437' I+ I + 24 620153 Standard Meeting Reil Reinforcement 6005 16 AI I+ 1.507" T I 26 620154 HD Meeting Rall Reltlforcement 6005 T5 AI I 1630" 2.100° -►{ 2.178• 28 620155 H.D.Hertz.Roller Meeting Rail Reinforcement 6005 T5 Al ,774• •066° 0 0 1.x20" 1.375 IT 27 71OX114PPA #10 x 1-1/4°PH.PH SDS(Monoral Screw) 4108S L1l .5go^If'�t�f7�t� .471' 28 61644 Weatherstrip,.187'x.270•Fin Pile 065 060' - 1 rrV LLLOS��71• 29 61719 Weatherstrip,.187'x.220'Poly File 1231' �- 1.001° �- 30 #8 x 1'Ph.PH 5DS(Interlock Mounting Screw) 410 SS 13 ANTI-LIFT TwM COVER 14 FIXED ETNG RAIL 18 RAR 16 CK SASH RAIL t9 INTERLOCK LIFT RAIL 20 INTERLOCK COVER 31 78X312PPA #8 x 3-1/2'Ph.PH SMS(Fbred Meeting Rail Screw) 410 SS 32 71669SP Meeting Rail Screw Support Plate 6063 T5 AI 33 720210 Weep Hole Cover PVC .300" �..}_ .316• -+{ �+�• •070".Oso• 1.100° 34 720187 bLsG311etion Screw Hole Plug PVC `{ •B6o° [ r ,175 L j I -t +r� II �l Imo` 715 .715' k Cast Zinc 37 70197 Auto Lock C Steel .750' �.775ff4" IU I(� 39 720196 Auto Lock 38 720199 Sweep cCrnerAssembly Cast Imo c .026' --- � .035• -.-}•IBJ f �'-i 1.185' .oso• 41 7000 Auto and Sweep Lock Keeper uto and Sweep Lock Screw) Cast Zme O BEAD(IGROLLEDO SCREEN FRAME OEXTRUDED LIGHT SASH SCREEN (FRAME O REINFORCEMENT O STANDARD 72 80 81 21 22 SASH REINFORCEMENT 42 76X34PPA #6x3/4'PH.PH SDS(Keeper Scraw) SS 43 7612FPTX #8 x 1/2°FPH Tek(Reinforcement Screw) SS 070" ��-+- 1.i82' F•w- 1.162' �-�- ' 44 Leadstile Top Comer Key Nylon I+ 280' 45 LeedstleBottom Comer Key Nylon 1'184" y � (n� •070" •084' y y IIrIII 1.036° Llf� � f-J � 46 Lockstile Top Comer Kay Nylon .070• .791°I,�,`T 1.041' 1.041' 1.229' ; 47 L.ockstile Bottom Comer Ke Nylon -610• []�u ��u.1 130• 1s4' L .074' l+- .150' 1331° I 48 720204 Wheel Nylon � �- -►{ 1.340° �- --� 1.340' f� i 72 620135 Lem!.I.G.Bead PVC HD SASH STANDARD HD MEETING HD HR MEETING PRODUCTREVISED 74 Beckbedding,GE 7700 or DOW 791 SIIICOne 23 REINFORCEMENT 24 MEETING RAIL O RAIL 28 RAIL 17 MONORAIL Bulldi glyo gewith the Florida REINFORCEMENT REINFORCEMENT REINFORCEMENT NOA-No. d 17-0411.08 75 71684/5 Setting Block(7/8'x 2°x 1/8"�85+/.5 dum. EPDM s0 61011 Rolidormed Screen Alum � 7 77 Rerfsed W. Otte Rmiabn: Expiration Date 9/24/2020 81 81012 Extruded Screen Frame Alum ��pNY,....... j% JR 03/27/17 NO CHANGES THIS SHEET. 13 82 Extruded Screen Spreader Bar Alum �� ICENSF'• '� M nn a Product Contro 83 47042W Screen Comer Key with Pug Ring PVC Q;•' ReWed Date: R.*[­ ng 47041W/CKGLB Screen Comer Key No Pull Ring PVC `* No.58705 85 7CASPM Tension Spring SS *_ Gv. oeaaHPNcn: Dro- 86 61BIUC48 Screen Cloth Fiberglass WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 61635/81614 .140°Screen Spline Machine/Hand Rolled Vinyl O TE p '.� 1070 TECHNOLOGY DRIVE P ( ) y .A'•. !C7. raa Gare: '•�<ORIDP,.•'• • N.VENICE,FL 34275 NOTES: �IVAL ENG\��` cocopnUGtHromv OINDUSTMEe.WG HORIZONTAL ROLLERsnaaM 05/15/R1�5 t. 1)ITEMS#5-12.10.35,36,49-71 8 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A,t411r4 iAILL�R.P.E. sed-H R-5510 NTS 17 OF 18 M D-HR5510)-01 B 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. P E.#66705 CERT.OF AIJTH.#7929e f I r 16 SASH LE29: ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH DETAILS # Pert# Descrlptlon Material 1 INTERIOR AND EXTERIOR FRAME WELDS 100 7MC7024 Multi.Pdnt Lock Operator Cast Znc 42 70 ® 101 73340 Operator mounling Plate Steel 16 102 72015 Multipoint Lock Keeper Aluminum 31 t 103 720214 Multi 1 ATTACHED TO point Lock Glide Nylon 32 EXTERIOR 48 SASH RAIL 164 710217.221 Tle Bar(Length Varies) Stainless Steel 1 C� 1D5 71024X12HFX#10 x 12"HH MS Stainless Sted 108 78X1FPAX #8 x 1"Ph.FH SMS Stainless Steel '/-8X4 107 78X7SFPTX #8x3/4"Ph.FH SDS Stelnless Steel :\ 19 Q 17 ATTACHED TO 103 I 30 FRAME JAMB 27 ! \\ EGRESS LOCK 1s 10 7 DETAILS 40 (NOTTO SCAL R 84 E 39 B6 S3 O 42 104 87 �• �• ;` \ '� OPT.AUTO LOCK 85 45 �\ PRODUCT REVISED �� 20 ATTACHED TO as complying with the Florida ! 13uilding Coda 48 1 FRAME JAMB 108 HOA-No. 17.0411.08 + Expiration Date 09/24/2020 42 101 Q By 16 IY11am1 a roduct Control 14 10 82 I OPT. 72 `` ��.• X4 38 162 40 i 41 \ 47 (i ® ED O 42 CPT.SWEEP LOCK FRAME JAMB SO OR 81 15 1070 TECHNOLOGYDRIVE MITERED FRAME WITH � N.VENICE, Ft 34275275 1 INTERIOR AND EXTERIOR FRAME WELDS 100 (941)-480-1600 LI III111 CERT.OF AUTH.#29296 SCREEN ��� �IAy LYNN ,,� RaHsed Or Dole R"blon: ASSEMBLY '� �� ��•'UCENg �_�( �% JR 03/27/17 NOCHANeESTHsst�T. DETAILS i� =Q ` F ••.tt`- Revlsea Date Redsmm A• No,58705 63 OR 64 •'* Desalpu n: Drain O EXTERIOR FRAME pp'••, ATE� ��` EXPLODED WINDOW VIEW J ROSOWSKI 1 ASSEMBLY �0 Tide: Date 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. DETAILS ®. V %;SS�O'/NAL11SNG���` HORIZONTAL ROLLER—LM 05/15/15 2) -CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. A.LYNN MILL 1.P.E SeUee/Llodet Scale: Sheet: Dmwtrrg No. Rer. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E#58705 HR�5510 NTS 180E 18 MD-HR5510-01 B Q lel FILER CEI EES MlAMNDADE JUL 15 ?019 MIAMI DARE COUNTY ST. Lucie,C�+dnt tt Permitting PRODUCT CONTROL SECTION DEPARTMENT OF REG ULA OItY AND CONOMIC 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.¢ov/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 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 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 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, 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. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been.a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 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 Jorge M.Plasencia,P.E. NOA No. 17-0630.01 MtAMi pI1D�c 'UNt J Expiration Date: May 26,2021 Vj`! 'f t? Approval Date: November 09,20'17 Pag1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Alumintun Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. 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, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 01 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-61' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn. Miller,P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. j i 3 S i Jorge M.Plasencia,P.E. s Pduct Control Unit Supervisor NOA No.17-0630.01 n Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 i 3 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE }3 8 >F3 MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUEAND SHOULD BE gE+ b EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.......................1 Q< MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS................-_.. O ELEVATIONS............._.._..__.._...1 u FIGURE 1: MULL TO 2X WO OD..._..._.._......_.2 MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OFANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO iX 6 MASONRY....._.._. MULLIONS / --� --II INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTEs....__..�_.2 d see DETAILS I RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULLTO MASONRY_-_..__...___.3 N A-D,Wi; I SHAPE MULL TO STEEL STUD............. SHEET32i 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_......................_3 U ALTERNATATE CLIPS.._..._..__._4 USED FOR THE EVALUATION OF WOOD SCREWS1X2X.126MULLSPECS. O TO DESIGN T USED r ~ PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U780.THE 1/3 STRESS INCREASE WAS NOrc IW BAY MULL MSTALSPECS..._..........4 z IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS S . � .........._.6 W 2 1 X 2 X MULLSPECS_.........._6 \ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1X275 XX. w J U .376 MULL SPECS -7 K 5 U \%\� 1X2_7 X.05 MULL �E INSTRUCTIONS. 1X3.125X.50DMULLSPECS......_9 _1C Z SEE DErwLs U III /j11 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE AND 1XaX.126 MULLSPEcs.___.._10 O W O o fn 1 X 4 X.375 TUBE MULL SPECS.._11 Im 1-- M W ATHRU G; / T / III t l 1 A7XRU G;LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET24.FOR MULTIPLE UNITS,CONSIDER 7 _ _ 1 X 4 X.375"r MULL SPECS._.....11 Q w SHEETS 2-4 I _ ONLY TWO ADJACENT UNITSATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESIGN _ \-1 �I 125 X 3.188X 265 MULLSPECS._12 I-- � Z / SHEETS 2-0 III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 125 X 3.25 X.100 MULL SPECS.__13 ti j/ o m Q OPENING 126 X 325 X.824 MULL SPECS__14 ? Z W z Z VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXTSIZESHOWN ON THETABLE(S). 126X3.94X.624MULLSPEGS...-15 vi 0 �U MULL FOR 2X4X.25MULLSPECS..._._.._...16 W Z 10 LENGTH HCRU'ANTAL 2 X B X.25 MULL SPECS......_.._..17 c"Z SEE DETAILE, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST r J Q BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 126 X 211 X.126 MULL SPECS_.10 UJ O 18 . Q U) AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 3O-X 325 BAY MULL SPECS.....__20 Sn6Era .- 45'X 975 BAY MULL SPECS 20 z Z REACTIONS. MULLION&CLIP DIMENSIONS._,.21-23 F Q O Z r EXAMPLES 1&2......_...._._._...._.24 1 H Z_ R.. FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS LOADING EXAMPLES....._.........__26 T� _j Q o UJ PRODUCTS MAY BE OF ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ® W U1 MUST BE Z MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH l- F'. 111 BYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 0 d z 0 0 _ III -- - 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ O so /SEEDETA88 Oaf m� A-D GN; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING O 8 HORIzoL SHEETS24 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA PRODUCT REVISED MULL as Gompiy1 9 with the Florida LENGTH HORIZONTAL Building Cod, MULL INSTRUCTIONS: NOA-No. 17.0630.01 LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/Fr- FOR THE OPENING USING THE ASCE-7 STANDARD• Expiration Date 05126/2021 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: I . , 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By NULL OPENINGWb (—HORQ MULL LENGTH----I Mlaml- do Produet Contro --I LENGTH)—' I nOPENNIIING�WrDTH 3)REFER TO SHEET 26 TODETERMINE IF THE WIND LOADING IS°RECTANGULAR°OR'TRIIWGULARRR.4PEZOIDAL. OPENING4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(IBS/M FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING F, THE MUWON TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE ENING MULL �' �' HFORvEaT. MULLION CAPACITY(LBSIP7')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING OBTAINED IN HEIGHT LENGTH MULLMULL STEP 1). LENGTH6)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THISVALUE E_ REPRESENTSTHE WINDLOAD TRANSFERRED TO THE SUBSTRATE BYTHEANCHORS AND MUST BEMETTOATTAIN THE FULLMUWON CAPACffV. L L \`` SINGLEMULLION SINGLE MULLION "FORVERTIGILMULL 6)FROMTHEANCHORCAPACRY(LBS)TA13LE ON THE SAMESHEETANDUSINGYOURACTUALSUBSTRATECONDITION(MULTIPLE `�� Ot,Y LYNiy� I OPENING WIDTH ANCHOR/SUBSTRATE/AN CHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `����.•'UCENSF'•�C��� ~FORVERTICALMULL CAPACITY IS MET. Q-; '•,13 J '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS _ NO.58705 FROM FIGURE 1 ABOVE USTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS 7)IF THE MULLION CAPACITY ILBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT REQUIRED. FOR THE _ OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJ CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAYBESELECTED FOR THE SAME SUBSTRATE --0/,Q- Z x2017 FLORIDA BUILDING CODE(FEC),6TH EDITION VV!! A'TE-7 T; ��� •2014 BUILDING CODE(FEC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 0 -2014-ANSFLORIDAF ORI A BUIL IN FOR WOOD CONSTRUCTION CAPACITY(LBSIFT`)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FENESTRATION � s'••"LORtOP••'G\ -ALUMINUM DESIGN MANUAL.ADM-2015. PRODUCT ASSEMBLY. /`SIGNAL'F •AISI SIOO-12 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.Nft M WUHR;A •AISC 36010 FL P.E.#58705 n x DETAIL A DETAIL B; MULUON MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X CK RIP TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY ASEPER E SsffSTR SUBSTRATE, (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY oTH xS, SEE NOTE!, N + j MULLION I SHEET 7. .�+a L) SEESHEETS ( MIN x.7 KSIEDGE O M 21 FJTFIER THE I i I .23FORHOLE STANDARDO L LOCATIONS 4 I I CONCRETEOR CMIIptBTANGE, IWy� —+ VJ OFFSET MU4 a EDGE a ° ° •+ SFE SEE TAB LES a CIDP MAY BE E CISTANCE DISTANCE a I ° FORMASONRY 16-138 INSTALLED HY - d a i It FCRWOW THIS NEfH00. ,(/ ! t ANCHORS m W Q O SCREWS f 26•MAX FOR °`d , I I t SIDEVIEW z c q !~ALL MUWONS d•, t— q •4 °. . a '6 a Et7HERTHE c"`• Fz °. .a ° ° BTANOAAO OR '? U m S 4. ../� a• c°• OFFSETMLLt.L Z L d• L.! 'da CLIP AMYBE U a a; ° a EXTERIOR a NSTALLED BY 0 THIS ME7FtW. _F DISTANCCEE G a ? F- MASONOR r RRYY m ? ¢ p z N m f",1. _a TliE OFFSET CDP IB ANCHORS qco [f" RECOMhE:IYOED PoR a to J $O oQ t EXTERIOR °4 FIN-FRAMED r. WiNDOWS,BUTMAY Q ALSO BE USED FOR q N � aj` OTHER FRAME TYPES. ® cl) y } U z Q a� zc) 80 TYP.ANCHOR TYP.ANCHOR 'S .. TYP.ANCHOR PERSUBSTRATE, PER SUBSTRATE, 8 $ �'�K� PERSUBSTRATE, SEE TABLES 1&16B SEE TABLES 113,tM SEE TABLES 15.168 EDDE7END PRODUCT REVISED , DISTANCE BUCKS7RiP as com I la with the Florida SEE TABLES Dullding Code 16.138 .,• :• ATTACHMENT NDA-No. 17.0630.01 EMH MFM BUCKBTRIP EMBEDMENT''•t •t:•.'�,.•' BYOTHERS, AND ATTApraaENT I SEE NOTE I, PcptrationDate 0512612021 aNEEr1. By .•N BY OTHERS, '� , • SEE NOTE I, » Mlaml-0a r uc Control » „ MIN2,TKSICONCRETEORCM6 SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL.BE BEYOND WALL DRESSING OR STUCCO- 1t t 11++!r r 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWNAS OVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON TNEANCHOR TOANCHOR DISTANCE,THE M1��`''��9'�,}CENSF'••�f��i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. No.58705 I *i *� S)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHF.AD OR FLATHEAD. R)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 5)FOR MASONRY APPLICATIONS M MIAMI-DARE COUNTY,USE ONLY MIAMFDADE COUNTYAPPROVED ��(�'••••P40RIDP,.•' ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. IIVA�tti�t�'' I A.LYN �il'LLLER,P.E. FL P.E.#58705 i DETAIL E: Sn --1 .125'MIN. MULLION TO MULLION y CTINTERSECTION NOTES: d d MULLION DIRELY ATTACHED TO MASONRY STRUCTURE MULLION (U CLIP) 1)MAY BE INSTALLED IN'TEE OR'CROSS" H o (STANDARD CLIP SHOWN) INTERSECTIONS. U v E5 2)MAY BE INSTALLED HORIZONTALLYTYP.ANCHOR (SHOWN)OR VERTICALLY, ERHER THE I i PER SUUBSSTRATE. 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 t 8 U STANDARD I SEE TABLES IB-138 FOR CORRESPONDING MULLION. ° to gm OFFSET MULL I i EDGE DISTANCE TOP VIEWMUWON ' Z W CLIP MAY BE I I Q Q = INSTALLED BY Ii I',Py FOR W MASONRY VARIES THIS METHOD I I ANCHORS -i I 4128TEELSCREWS, cf) °I SELF-DRIWNG OR PRE-DRILL F D'= _ MULUON AND USE SMS (g W O o ~ y ....ii Z) Tnch W MULLION ¢ ~ O UO Z EXTERIOR °` n s Q EDGEDISTANCE THEOFFSET CUP'S RECOMMENOE.F.R Z V= 2V FOR ANCONRYHORS ° '. '� WINDOWS, N,T LU-DLIP ECTIDN 81 j. Z i WINDOWS BUT PF ALSO BE USED FOR J 8' a OTHER FRAME TYPES. EXTERIOR Q Z e-p� J I TYP.ANCHOR 'd Z Z Q i PER SUBSTRATE. d .d F Q Z. SEE TABLES IB•13B i- p TYP.ANCHOR SEE SHEETS FOR a H- _SO s00 0 BUCKSfRIP PER SUBSTRATE, HOLE LOCATIONS SEE TABLES IB-13B )I AND FRONT VIEW EDGE -i S Wp Q Y Y ATTACHMENT DISTANCE ® F, j U BV OTHERS, SEE TABLES (n 'a•` SEENOTE I, 18-130 - a� V z Q 0 EMBED{ •,. ., 1•� - SHEET 1.LMNT EDGE > a e Z DISTANCE m 0 my.0 • - .,•::.••...; •--.a :..; .. SEE TABLES SIDE VIEW (4 03��g rca MIN 2.7 KSI CONCRETE OR CMU MIN 27 KSI CONCRETE OR CMU 18.130 FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO a5 comp mg with the Florida STEEL STUD IBulidl Gdo (STANDARD CLIP SHOWN) HoA-No. 17-0630.01 STRUCTURE Expiration Date 0512612021 INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. APERSUBSTRATE. 0 �Pmdml ` �SEETABLES1843B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� .� SEESHEEis ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE-THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. LOCATIONS 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE)(HEAD OR FLATHEAD. MULLION 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED SOB I5TNN0E �•``QNy LYNN���' ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEELSTUDS THINNERTHAN SEETABLES �� a ...... FRONT VIEW 18GAANDCOMPLIANTWITHTHE FLBUII13ING 18138 ��.•' �iGENSF•✓;/��� CODE.A 2X WOOD BACKER MUST USED. Q•' .:�P ATTACHMENT BY OTHERS. USE WOODANCHORSPECS -Z*• NO.58705 EXTERIOR SIDE VIEW. — NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ANCHOR VALUES MAY BE USED. 't` 'CCs T• ATE F •.w �i ••:C�ORIDI`,.•'•\C\� 2)SEE CORRESPONDING MULLION TABLES, ���sZ SHEETS 5-20,FOR QUANTITY OF SCREWS. FL P.E.Ti 58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIPANGLE MULLION CLIP BAY MULLION INSTALLATION W b < (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) p mao SEE DEMILS DW, J0.OR 46' SHEETS 3 AND J FOR INSTALLATION BAY MULL LID TO SPECIRC SUBSTRATES. N Muuaa+ I s U �� W O co O W O O O O O O O O - W O O TOP VIEW Q SIDE VIEW I W O C) m 0) M LU SHOWN WITH I'X 4•X.125'. TOP VIEW I I I I F Z MULLION I 0 Z I j I I TYP.ANCHOR F, Q I /—PER SUBSTRATE, L) m 2 .EXTERIOR SEETABLESI6BORi5B Z g Lh MV I ' IRA TETYP-ANCHOR I i EXTERIOR STANOAROMUWONCLP PER SUSS , MODIFIED TO FIT FED SEETABLESIB-14B ®I z~ zZ- CONDITIONS. Ca Z Q)6LP, I I I 1 I 2 PER MULLION END,MUST BE O Z N r .` I I I I I INSTALLED INSIDE OF BAY MULL. F- rr,A aD t0 � � 3� u � U) MULLION I II I I U) J o o W Q Y oY coF 2'X5'X.125' F U) j I I ANGLE up, V Z Q I I I 2 PER MULLION END. Q — O O B.` I I MUST BE INSTALLED L zm0 co I� I INSIDE OF MULL a �. ��0 1 N 12" I I PRODUCT REVISED b as comps Ing with the Florida �TYP.ANCHOR d PER SUBSTRATE, Building o e SEETABLES IB•130 ttOA-No. 17-0630.01 j INTO WOOD, STEEL,ALUM E.Plration Date 5/26/2021 INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR W B ALUM,CMU OR MASONRY MODIFIED INFIELD. , Y LU Mlnml-D Product Contra EXTERIOR ^' ®�_ �a OEDGED�HOR -lJ r �� P . F ppR4T f 3 INTO WOOD.® ALUM,CMU OR STEEL. -1 EDGE 1O j ® ® DISTANCE Z PER NA ANCHOR W 1111 _ rC mGE DISTANCE O NOTES FOR INSTALLATION OPTION G 8 H: N `���`apNY.LYN,y� PERANCHOR G a `�P� .•' .ICENSF'• t)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z ` NOTES FOR INSTALLATION OPTIONS F. 2)DETAIL G:SEE TABLES IB-1A8 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE � _ *': No.58705 T)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11'X.725'MULLION. LOCATIONS. 0 2)SEE TABLES 1&138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 756 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �+ ATE LOCATIONS. ® ��T 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. •'•F�ORIDP,.•''���� i ���, a A.LNI4 ILtA,G P.E. O FL P.E.#58705 i i TABLE 2A 15 � Mullion CapacAy Table Obsel $ Opening Width(for v9lDcalryspanning millions)or Opening Height(for horizoNa9yspannirg mullions) H 601n 60 In 70 in 80 h 901n 100 b 120 in 140 h 160 hp'x9�9 0 R.W.galar TaprWrg. RW.Gular Tp/Tdat(9. Ree[a,,W1 T1ap/IHaq. ReadanoWar TpR0an9. Rectan2.1 Tra"atg. RecWQtdw Tmprrdan9. Redmijular Twp/Tdmia. Reotmg°ar TraprTnanO. Rectapulu TreplDleno. C 1 x 2 x.376 (-ding Loa8n0 Lo:+®n9 LoaEng Lnatll� LoamnB Loam Lmdinil LoadW LoadrG L..dn0 L-Irg Laztlln9 IAaalrig Load09 L®d(na Laadln9 lna0np Alum.7ube Tg A r S r S • g r r ' rr aMullion � N3ff d O �<O 1- 4241 1700 820 17CO 435 151.3 662 Van 4711 129.7 602 1740 SOS 113.6 662 169.6 618 1009 661 18&9 617 908 682 169.9 517 75.7 662 168.9 517 84.8 662 16&9 61Y 66.7 662 16&9 517 J 2 48 in 121.8 507 136.0 419 101.4 607 1192 410 86.9 507 10&7 403 760 507 1026 399 67.6 507 99.6 397 608 5W 99.0 396 60.7 507 98.0 396 43p 607 89.0 39S 3&0 507 99.0 396 x J 60.625 in 103.7 458 114.8 378 B&4 468 99.9 371 74.1 458 80.6 3fi4 648 456 80.6 360 67.6 456 '81.3 357 51.8 456 80.0 356 432 456 80.0 386 37.0 458 80.0 958 324 466 80.0 356 = o = I 541n 854 400 83.3 33S 712 400 849 326 61.0 400 72.7 322 534 400 e7.3 318 47.5 400 SAO 315 427 400 623 314 358 400 61.9 313 345 400 Ste 313 2.7 AIM 4518 313 0. (IJ O K m § 601n 62.3 324 68,9 276 51.9 324 57.5 270 4A6 324 61.2 264 3&9 324 469 260 34.6 324 43.9 257 31.1 324 420 2S6 2&0 324 40.5 253r1&7 324 40.5 253 19.5 324 445 253 -{ F- t0 w C 83M 63.8 294 67.4 252 44,8 294 492 2A8 3&4 294 47.13 241 33.8 294 3a8 237 2&9 294 37.1 234 2&9 294 352 232 224 294 33.6 230 294 33.4 230 19.8 294 334 230 3 Z 66 In 4&45 268 49.6 230 39.0 250 424 225 334 268 37.5 221 29.2 258 341 218 26.0 268 31.6 215 2&4 268 29.8 212 19.6 2M 28.0 210 268 27.7 209 14.8 238 27.7 209 Z Z [nix72m 36.0 225 37.9 198 30.0 226 32.2 191 267 725 2&4 168 225 225 26.6 165 20.0 275 23.5 102 1&0 225 221 180 16.0 275 20.3 iT7 226 19.8 170 11.3 275 19,6 176 fw� Q 78 In 30.6 202 320 1T7 255 272 27.2 173 21.9 202 23.9 170 19.2 202 21.9 167 ITT 202 19.7 165 1&3 202 1&4 163 120 202 le.7 160 202 1&9 158 9.6 2112 175 158 Q. 7R-• J Q.�' U �Z 76 in 2a.3 102 290 188 24fi 182 25.1165220 162 17.7 702 1&7 159 157 192 10.1 167 14.2 182 7&B 155 71.8 1s 15.2 152 192 144 IED B.B 182 142 160 j ¢ J r W 16 1&6 144 79.0 128 154 14.1 78.1 120 J r ZZ Z Q N 961n 1127 156 113 a Q~ LD co52 O TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: (O li`n ° Anchor Ce ae Table Lbs ANCHOR CAP.,,„ c°i W X Y 6uDe1rat6 27k C.-W 3.5k C.M. Hollow CMU Filled CMU PT Wood Metal (DP,m)X( )=ANCHORCAP.- Y 5118'Elco Va"se El00 5116`Elco 114•ss Eko 810 steel Slx stew e12 steel MULLION ,,,. ® U X ¢ } O Anchor CDP Patmms Aioli-0.): 911s^Elan unmbon 174'Eka lnbaaan tnuaoon Y16•Elw UOraon 1I4'EicO NVmrn A91YeGeW uhmbon Aggn Gator 6ctav(G5)Scn+wry5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR O p Edge DLvtance Onj 1' 2-12' A- 2-1? 3-1w /' 2-17 1• 7.1/2' 2' 3-1/8` r a48' 0.64' 0.324^ CAPACITY REQUIRED"CORRESPONDING TO AN Z�O (A Emledment Mj I-We 13/4' 13/+' 13/4" 2- 1-114' 1-1/4' 1.114' 1.114' 1-1/4' 1.1/4' r 1378^ 1378` tensa ACTUAL PRESSURE REQUIREMENT FOR THE u 2 Man=®4.75'UK O.G 7 S1ano4N or OBset QIP(Fig.17 390 We 3901% 450 In 890 M 10441w 2TO IM 260 bs 354 ft 740 mn 37+hn 664 lbs 9461bs 341111. 442 As 660 Wa OPENING,WHEN IT IS LOWER THAN THE MILLION U 0 CAPACITY FROM THE TABLE OF THE SELECTED ' 4 Mohare®1.15'Mlh O.G 7S18ndaN(orOlket)OIP(Fip•2j 480 me 700 Ws WA WA WA WA 380 1b. WA NIA WA WA WA 682 1b, BBS IDs 11201b6 ( ) � 4Armnors®3'MN.O.C.1(2)215 Argk C8pa7(F0..3j 780 me Tae lbs 680 bs 15x9 Ws 18%Vim 540 Ws NO Ibs WA 760m 748 Lha IN ma tan m: see lbs 14851hs 112o IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Anohws®0.46'Mbt O.C./U-Cllp,hto.`!W Amm.(Fl9.4j WA WA WA NIA WA WA WA WA N/A WA WA WA WA WA 7151Da CAPACITY WHICH MAYBE USED TO QUALIFY as compiying with the Florida 1Arclwr/F-0Ip(Fl0.5): 185 R. 1881Ds 225 ba 446 11A 822 ft 135 my 140 1b, 1771bs 370109 187(bs 932106 473 an 170 Ins 2211ba 2901hs ADDITIONAL ANCHOR OPTIONS FROM THE BuildingCale 2M.M.@ 1.1,1^MIn.0.CJ F-Qip(F10.8): 240 an 353 Ws WA WA WA WA 190M WA NIA WA WA WA 341Jbe 4421bs seg Wa ANCHOR CAPACITY TABLE NOA-N..- 17-0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 05/26/2021 ey IVllaml- ad r° uct Control_ FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, --1 1.000- �--- 2)LINEAR INTERPOLATION 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 21.23. 20�" • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 14 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I \ �•'' •• �� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -375" Q, CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G-90.WOOD 814ALL BE PRESSURE-TREATED ',' =*: No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125" 8-8 ° _ THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE1'X 2'X.375MU WON ,STRUCTURAL STEEL TO BEAT b '+ I+ LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 0•,• E F tT:.'�(L` THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1S.S.OR 410 S.S. i •,• 77 'ONt LAL�� A.LYNN PAIILER,P.E. FL P.E.#58705 1 • TABLE 3A Mullion Capacity Table Oboe) Openfng Wfdth(torwrtoa4y-spaMrg mutons)orOpening Height(tor horlmnta"anning mutons) $4' 50 In 60In 701n 801. 901n 100 in 1 120 In 1401n 160 In y'+ O 1 X 2.75 X Reet yA. 71aplMevq. Recmngufar Ttap/ltteng. sedans-1. Trap401sre. 9d nmar 7repA - Rect aumr TroWd-9. Reetmlgiear nwnaarm- Redangwff Tmy7Nmg, Paofangular Traprms,g. Roomngukr Itap/91sng. H: taaAng tnadn8 Loan L--&9 laadnD laadn9 Loa®n9 Lowmg laaakq Lav loadrfg Lm4h9 1pa0bg Ln.dl� l,o.ahrD I.aedn0 lnndng tmdng mak,`p- rcw .376 AIUM n, Tuba � U NuIllon 2 qw 42 170.0 820 176.0 435 171.0 744 170.0 478 170.0 868 UNID NO 170.0 692 170.0 519 1140 1116 17MO 521 170.0 1240 170.0 521 148.7 7301 170.0 521 127.5 1301 170.0 521 11141 1301 170.0 521 ;fd 0 48 in 1708 706 170.0 $24 1170.01 850 170.0 584 170.0 992 1740 630 170.0 1133 170A 661 151.8 1139 170.0 S77 136.5 1139 170.0 880 713.9 1139 170.0 664 1 878 1139 1740 680 814 7139 170.0 660 u0.'7 50.629 in 170.0 747 170.0 563 t70,0 I We 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 100.5 1032 170.0 747 117.4 1032 170.0 1 756 97.9 1032 170.4 766 838 1032 170.0 765 73.4 1432 170.0 756 ;E S 64 to 1708 787 t740 LU 612 161.3 907 110.0 691 1382 907 164.7 730 120.9 807 157.6 T2O 107.5 807 td58 774 88.8 907 141.1 710 80.6 907 140.0 709 69.1 937 140.0 709 60.6 907 140.- 704 a 173 C5 tt7 60 m 141.1 735 151.5 025 117.6 735 130.3 611 .100.8 735 178.0 5.98 682 735 108,2 580 744 735 90.5 683 70.5 738 95.1 578 58.8 735 91.6 574 50A 735 91.8 574 44.1 735 91.8 574 LU 631. 121.8 686 130.6 570 101.6 668 1115 057 67.0 668 99.9 647 76.2 666 90.1 638 67.7 688 83.9 631 80.9 W 78.9" 525 00.8 666 Me 521 43.5 666 78.8 am 38,1 668 758 52t ea In 106.0 607 1124 522 68.3 007 06.1 511 75.7 807 85.0 501 592 607 77.7 483 58.9 BOX 71,3 406 53,0 001 67.8 481 44.2 607 MA 476 37.9 697 62,7 474 33,1 807 82.7 474 2 z LU o IL �� 9` 728, 818 310 85.6 443 68A 518 73.0 431 SB.3 510 64.3 420 S1A 510 57.0 410 46.4 SIO 53.3 413 40.8 510 6D.0 408 34.0 510 45.8 402 29.2 510 44.4 309 25.8 610 44.3 399 N a 20m 69.4 458 72.5 400 57.5 495 $17 392 49.fi 458 54.t 385 434 458 488 379 38.6 466 44.0 373 34.7 458 419 368 289 458 .37.7 362 24.8 45$ 38.0 359 21.7 458 35.7 358 y ? O y2 70 in 64.2 435 WX 381 53.5 435 348 3T3 45.9 433 493 366 441 435 447 380 35.7 435 40,9 366 32.1 435 341 351 268 435 34.4 344 228 436 32.6 341 20.1 435 322 310 got. 4t.8 327 43.1 290 34.8 327 35.4 285 29.9 327 31.8 250 261 327 2&3 275 232 327 25.7 271 20.9 717 23.7 258 17.4 SO 21.0 262 149 327 16.3 264 - Q Ln Z go In 34.4 267 38A 257 2S.7 267 29.4 252 24.8 287 28.0 248 21.5 257 23.1 244 18.1 287 20.9 240 17.2 287 19.3 237 14.4 287 lag 232 a I-^ 4h MCoG E LO 108 in 242 21724.7 205 20.2 227 20.0 201 17.3 227 18.0 198 15.1 227 160 195 X $ o fif in 22,3 2te 22.7 184 16.6 215 59.1 191 75.9 275 16.6 185 1271n 17.5 184 17.9 187 U N X TABLE 3B ANCHORADJUSTMEFORMULA: d rZ„E CAPACfI'Y NT Amin her Caoacity TableObs) S mp ANCHOR CAP.,,v,�,,, 0.0 setetrete: 27k G�erme 3.5t eons. Hames CMU Rtw CMU P7 wow Mete1 (OP-)X� �=ANCHOR CAP.„,,, o - €� 4" Sr19'Eko 114'SSEko 51f6'Etoo 114-SSM. 010Steet tlt23ted 0128teel MULLION CAP,p„,� v .'0 oo Aruter type: 91t0-Ek4 Ut... 1rr Elco Lmaoan 3fiv,S.UR-n Imsko uWaasr ��,o (0.1 (cay (057 USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Ut9abp0 A9➢m0akr tmrx4n A mr Sssew esnw screw PRODUCT REVISED PT-02-11-:21 eOe aelenae(Ink r 2.174 r 2.7rr 3.116' 1' 2-1411 r 2-vr 2- 3-Ire' 2' 0.46' 454• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida 6mbremanl fbt 1-217- 1-14' 1-l4' 1-44' 7 1-v- 1-tte t-SM' 1-114' 1.144- t-v- 7 tare' 1.3+8' canes ACTUAL PRESSURE REQUIREMENT FOR THE BulidinS,Godo 2 Anchom@4.75^MbL OX, SUn4wd a0ffsd Glp(Ra.tk 3901bs 380 Se 450 i0s 5901 1444 ms 270 Ib. 280 ba 354 to. 7406e 374 IM seam. g473 341 Iba 4421w 5601os OPENING•WHEN ITIS LOWERTHAN THEMULLION NOA-No. 17-0630.01 AnoMe(�t.t5"Min.CS.C.i StenOartl(orOif aq Clip 1170.2k ;SO o` 706 ba WA NIA WA WA 38O los WA WA WA WA 882 ma 885 ms 1120 ms CAPACITY{FRAM THE TABLE)OF THE SELECTED 4 Annhare 03'Nin.O.C.1(2)2r5Argle Wp.1(Fip.3k 780 On 780 ma B80IDs 7580Ihs 1888 b9 54016. 5601W WA 760 Se 746Iba 8B0Ibs 60216. 0851tri 11201bs MULLION.IT WILL YIELD AMINIMUM ANCHOR Expiration Deto 05!26!2021 2 Ansnae 6.45'Mtn.O.C.t t1Qip•into.l�Ai�sn.(FIp.ik NIA WA WA WA NIA WA WA NtA t0A WA WA WA WA 716 ms CAPACITY WHICH MAYBE USED TO QUALIFY By _ 1 Afkhcr/ cop 0F10-Sk 18516. 185 ma 22515. 443 ms 82216. 135 bs %01hs 177 IW 370.ms 1B710s 33216. 170 m. 2211bs 260 ms ADDITIONAL ANCHOR OPTIONS FROM THE Miamrotluet Control 2Anchm 4991.15'NBt O.CI Ft2fp GtD-6k 240 ba 150 Oe WA WA WA WA iso tba WA WA WA WA 347 bs 4428. 500 ba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: �� • 0 --I 1,000' f--- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. - 11{11 7177 FIGURE 3. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ,,�`,aNY.LYN/y i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760" c1�,•• 4tCEN$F•-�j��;. a/ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. � No.58705 •� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED W PAIRS. J��'' •: q)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FlLLED �-`• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C 375, -90.WOOD SHALL BE PRESSURE-TREATED 6 FIGURE4: FIGURE 5: FIGURES. O g � Q4�� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 806&T5 AND BE A MINIMUM OF.126° T -;-%t . �+ THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND.045'THICK 18 GAUGE.STRUCTURAL STEEL TO BEAT 1'X 2.75'X.375'MULLION �'"i�S •'Ft ORtDP,.•'•'����`` THE MATERIAL..#10&#12 ANLEAST.12V THICK AND A36.CHORS INTO WOOD MAYANCHORS INTO AL SHALL EXTEND AT BE STEEL,1&8$.S.ORLEAST3S SCREW THREADS BEYOND �''./,ONAL E��`�• A.IMN LIIIU ER,P.E. FL P.E.#58705 TABLE 4A Mullion Ca ao TaMo sf62 °o v Opening Width(farverticaly spamhn mtltrarm)arOponing Hatght(for hoftmrda*spanning mmons) r~+a 50 In OD 1. 70 in so In 801. 10011) 1201. 1401. 1601. FFaa 0 1 X 2.76X � TrapTdan9, R4.:dnaalar 7lapfi8arq. Rectmou. Tmlalhan9, Rectarmd. TreplMan0, Reolan9aNr Tiop7Tdung. Raet.-War TtaPMNrg. Rectonnilar ThVIdang. RecNangWar Trapl7dang, F7oclengWa Tr�/r4an0• p e • x7-ZSX �� 1-doll Loadng taadng tnadinP toadno lnadna Landing Loading Loa60g Loading lmdng Lowing Loading Loabing Lmdng Loading L3adrg( c m• c� Tuba ' x '„ e^ 313111.. a >�$ � �' {Ng.ar' @ >��, as ¢ a �'� �. ¢� 6 rp( e & c'4 U Uv U Uv U G U_ U t3 149 U U _ 6 U U U U V Go U U U U G U Ga G Gq Ue U �t as r z Mde gt f a d#� sc �" zo s� $ z $a za �a� z4 a rc a dFa zO W 421. 170.0 620 1704 435 170,0 744 17kil 478 1T0.0 888 170.0 506 170.0 992 1700 519 170,0 lite 170,0 521 170.0 1240 170.0 621 1700 1488 ITMG 521 158.7 1820 170.0 521 138.8 1820 1700 521 w J 0 4814 170.0 708 170.0 524 170,01 85P 170.0 584 170.0 982 170.000 170,0 1 1133 170.0 681 1711.0 1275 170.0 1 577 1704 1417 170.0 880 141.7 1417 170.0 660 1215 6.3 1417 170.0 680 10 1417 131.068D H 0 0 50.8251n 170.0 1 747 170.0 663 170,0 898 17x0 831 170.0 1018 170,0 884 170.0 1195 170.0 723 1828 S6B 17p.0 747 148.3 1288 1700 756 121.9 1488 170.0 756 104.5 1288 170,0 750 91A 1288 170.0 758 W G t STN 170.0 797 170.0 812 lTOA 858 170.4 691 170,0 1116 170.0 754 160.7 1130 170.0 903 1319 11341 170.0 837 120,8 1130 1700 858 100.5 5130 170,8 881 881 1130 170.0 Sol 75.3 tt3o 7700 Sol rL m m rA LU 601. 170.0 885 170.0 701 1405 915 182.3 781 125.5 915 144,5 746 109.0 015 1343 735 97.8 915 1234 728 SIX 015 119.5 720 732 915 114.4 715 B2.8 915 114,4 715 64,9 016 114,4 715 63 in 151.8 830 1614 710 Vas Me 138.9 694 105.5 030 1232 681 94.9 830 1122 670 84.4 530 1040 882 75.9 830 00.4 656 63.3 83a 945 649 542 830 80.1 649 47,1 830 94.1 B49 Z S go In 2321 757 1404 rdD 110.0 787 119.8 035' 94.3 767 t0a8 824 825 757 Bat 814 73A 757 99,1 000 66.0 757 842 S00 Sao 757 79,0 593 472 757 782 Sof 41.3 757 782 597 Z CL c 721. 101.7 63B 108,8 552 84.8 838 91.0 540 72.7 638 80.1 530 818 638 722 521 Be$ 938 -615-F614 50.9 038 023 $08 420 63B 572 We 36.3 MO, 55.3 497 31,0 636 552 497 in 1z 7B In taS 571 BOA 406 721 $71 78.8 488 81, 071 67-4 479 SCI 671 00.0 4711 48.0 571 65,6 484 43,2 571 51.9 459 36.0 571 47,0' 45t 300 87i 44.8 447 27.0 671 44.0 446 y r�� 78 in 000 $42 83,4 474 6&7 542 ?OS 465 47.1 542 521 456 60.0 542 55.7 449 44,4 542 51.0 442 40.0 642 473 437 213 642 429 428 204 542 40.8 425 25.0 542 40.1 423 z d 9.1. 627 407 63.7 381 43,4 407 434 355 372 407 39.8 348 325 407 35.3 343 289 407 321 338 26.0 407 209 334 21.7 407 28.1 327 18.5 407 24.1 322 fab 407 DA 310 H Q tin Z N [p 10 SON 428 358 44,1 320 35.8 358 372 314 30.7 358 32.1 300 �,8 358 Za8 301 218 350 25.1 300 2t.5 350 240 206 17.9 338 210 289 15.3 358 152 284 a (ry X;q �Ka sCf toga 30.1 283 30.8 255 25,1 283 25.9 251 215 283 225 247 fag 283 19.9 244 18,7 283 16.0 249 tat 267 185 237 ^ rh a LU wt. 27,0 267 25.3 242 231 287 23.0 230 19.6 287 20.8 DS 17.3 287 18.3 231 15.4 287 10.5 228 0 N x Y 147 N f26n 220 229 1 223 209 1a3 228 1&8 205 15.7 229 182 2QE -- Et I I 1 -1 1 1 . 0 X K 3-}} L9 Q q O TABLE4B AnehorC aeI Table hsANCHOR CAPACITY ADJUSTMENT FORMULA: a a= zm0 guwoate: 2.7k Conn.. 3.5k Canc.I Hollm.CMU I Flood CMO PT woos I MOM (DP_)X(ANCHORCAP.,„,.,.,,`_ANCHOR CAP, ' a Sr18•Eko 114•SS E6o 6/78-Elce 114•SSEho 410SteO M ted Al2Steei `MULLION CAP.r„,,,,e,l # ti AnehorCOp Patterns Anclror7ype: 3/1C Elco 1418.00. 114'Elco UOraeat Utraoon 3118'Eroo Uumapn va•Elaa Uitraom AowoGMw UlOaoon Aggmcamr screw ro5)somv4(os) aerew ros) USE THIS FORMULA 70 OBTAIN THE°ANCHOR PRODUCT REVISED Edge Won.tiny 1• 2.112` t' 2-1/r 3-116, i` I 2-112' 1' I 2•trr 2' 1 3-118• 21 0,48' 0,64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN 09 complying with the Florida EmwOment On. 1a/4" 1.314' 1.31x` 1-TO 2 1.114• 1.114' t-1I4' 1.114' 1-1/4" 1414" 2° tale' tarn` 'encs ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 An4)141804.7V M64 O.C./Standard or O63.f alp iFta-fk sm 11,3 3002. 450 In 890@3 169460 27410. 280Ite 35423 74010. 374 as 1 194 to. 9466. 34116. 44244a Sha 6a OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17.0630.01 4 Amhem0L15+Min,O.C.I SS1ndaN(wO%el)Cip ft.2k 40083 7006s WA WA WA WA 3001w WA WA WA NIA WA 66216. (11110 112010. CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/28/2021 4Amtczs�3•td9t O.Gl T4)2r9A.gie Cops t ff 4 7803. 740 go 680 1b. 158o 6. 189865 540 H. 66003 MfA 780IDs 748 t5s Bal lbs 18921. 6821. BBS hs 112093 MULLION,R WILL YIELD A MINI MUM ANCHOR 2Arm4 0.45`MIn.O.C.I U-Up,Onod2Y Akan.(Fig.4}: Wq WA WA WA WA NIA WA WA WA WA WA WA WA 7156. CAPACITY WHICH MAY BE USED TO QUALIFY By tA-WIF-Jj,S'q,S}: 10516. 1950. 225 pre 4466. 8226s 135 ma 140 tw 177 U. 37016 18111. 3�me 4736. t7o IDs 221 Us 2800. ADDITIONAL ANCHOR OPTIONS FROM THE 1-an a r uc Control 2 Andras 01.115'Min,OAl F•Qip ft.OY 2401be 3501be WA Niq WA WA 1901. WA WA WA WA WA 3416. 4.200 SBO tw ANCHOR CAPACITYTABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i f t{11 i t 177 N` FIGURE S: N NN /•,,� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2 75p• `� �•:'410ENsff V, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `C FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, NO,58705 t. ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES: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 S50" FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' -j- �,,,� THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND 045"THICK(18 GAUGE).STRUCTURAL STEED.TO BEAT LEASTA 25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND V X 2.75'X.660'MULLION "i,4C51•'•Ft ORIDP,.•' r♦ THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. f�//SjQNAL A.LY R,P.E. FL P.E.#58705 TABLE 5A wo M,dlion Capacity Table beRt2j Opening Width(fcr•.edica%Npartdng mlilions)or Oponing Haight(Tor horlmrfaypspan nirg mliGons) So In 80 in 70 N 801n BO In 1001n 120 in 140 in 16D In o R.Iungla Tzp(Tdel9- Reenmgldm Tep/rdeng. RmOl gtz Tmprlilmm- Rectanpie Tmprr-g. ReolangWer Tmp/r4em9• RSusnBldar T,ep/Tdsng. Ree�nOolar Tmprw.g, Rdnode Tap7ftg. Red-ok, ThgV76.g. 1"It 3.126"x LaadOg Loading Load.13 Loafing L.,fmg Loafing Loading Loading L-ft L..ko Load,p Loading Loading Loadna Laadm Land g L.-ft Loafing e= .600"Alum r r r r r r P r r r p i r r �• r r r r a r r LL TubeMuO '�s u v u u oo v u v u� O u u u� v ua u u u u u u u u u O u v jj �� fi t e �4 € 8 iol s Z " W W 4201 170.0 620 170.0 435 170.0 744 170.D 476 170.0 868 170.0 DO 110.0 992 170.0 510 1700 11111 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 501 170.0 1735 170.0 521 154.4 1802 170,0 621 J 48 in 170.0 708 1700 524 170.0 650 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 980 157.7 157 170.0 880 135.1 1577 170.0 680 118,2 1577 170.0 880 N N 50.8TSp zi 170.0 747 170.0 683 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 773 1700 1345 170,0 747 170.0 1484 170.0 758 141.7 1495 170.0 758 121.5 1495 170.0 758 108.9 1485 170.0 756 W 541. 170.0 797 170.0 512 170.0 BOO 170.0 691 170.0 1119 1700 764 170.0 1275 170.0 803 1661 1401 1740 8]7 149.5 14m 1700 858 1246 1401 170.0 861 1068 1401 170.0 891 934 1401 1700 861 ¢ j M W 6o 1n 170.0 US 170.0 701 170.0 1063 170.0 797 158.5 1158 170.0 878 138.7 1156 197,0 BTB 123.3 1156 IWO 817 111.0 1159 148,7 810 925 1158 144.5 803 70.3 1156 144.5 003 69.4 1155 144.5 903 � 1-- DO Z 631n 170.0 930 170.0 745 159.8 1049 170.0 650 137.0 1849 155.5 80 118,6 1048 141.7 845 108.5 1049 1320 836 960 1049 1255 828 78.9 1049 1183 820 88S 1018 118.9 018 59.9 1049 118,8 81B r Ty ee In 186,6 956 170,0 lee 139.0 -055 151.3 804 110.1 1355 133.7 768 1042 866 121.4 775 82.6 855 1128 765 83.4 855 100.4 757 e9.5 955 09.8 748 59.6 955 08.7 740 521 955 96,7 745 Z W$ T U j 721n 120.6 803 134.9 697 107.0 tO3 114,9 882 81.8 603 101.1 810 80.3 803 812 859 71.4 B03 63.8 618 642 803 76.8 642 57.5 903 722 672 459 803 89.0 '628 401 803 68.7 627 J 6 .Nz 7901 108.2 721 114.1 629 B1.0 721 071 616 760 721 85.1 605 68.3 721 76.5 505 60.7 721 70.1 586 54.6 721 65A 579 45.5 721 69.4 588 39.0 721 59.6 504 34,1 721 58,1 583 7 -, a� 75 In 101.0 684 405.4 US 64.2 684 89.4 587 722 864 76A 578 61,1 684 70.4 567 56.1 6B4 64A 558 50,5 864 58.8 551 421 ON 54.1 RI 38.1 684 51.3 538 31.6 684 50.6 534 z fzz- � Q g0 k, OSA 514 67.9 456 54.8 614 67.3 448 47.0 614 50.0 440 41.1 514 44.0 433 3&5 S 4 40.5 421 3211 614 37.3 421 27.4 514rO4 23.5 514 3D.4 408 208 514 29.0 403 F b Z BS In 64.2 452 55.7 404 452 452 47.0 395 38.7 452 40.9 WO 33.8 452 3822 384 70.1 452 32.8 378 27.1 452 303 373 22.6 45219A 452 24.2 359 108 452 22.8 355 af0 X D �cl0 108 tr, 36.1 357 38.8 322 31,7 357 327 317 27.2 357 2622 312 23.8 357 25.2 308 21.1 357 71,7 303 18.0 357 20.0 289 159 J57 13,8 357 18.2 287 11.0 3S7 15.0 163 WN ill In 351 338 388 306 282 338 30.1 301 IS.D 336 28,1 2B8 71.8 338 73.1 2B2 19.5 338 20.8 209 17,5 336 18.0 284 14.6 339 125 336 14.8 273 11.0 338 13.6 260 0 pj � U) f20b 27.7 28B 782 281 23.1 2B8 23.7 259 19.B 289 20.5 258 17.3 280 18.1 262 15.4 289 18.9 2!B 13,8 280 14.0 246 11.8 289 8.0 7B9 11.4 236 8.7 289 1022 232 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: > �� Z O_O AnehorCa a Table Obs) m0„ 5995 274 Comisle 55k cm. Mow CMU WWA kM cmu PT Wow Metal PPL)X/ANCHOR CAP.,,",,,�1=ANCHOR CAP. U�- p� 918"61CD IWS560o "SO Urn ®106ted *1251avi #12 Siad `MULLION CAP.,",,,,." AnehorCllp Patterns Anctl,r type: 9116'Elcouttram vC Elcougmcon 3+16•Elco uO}am U4•EkouOracon (Gd) (� (tit)i USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Ulm. gelr GZaQ SCAAV Sues SCros Edge 01starce0 1' 2-v2• 1• 2-1/2 34Ar 1" 2-Vr 1" 2-v2' 7 21 o.48' 0.64' o.324• CAPACITY REQUIRED'CORRESPONDING TO AN as complYing with the Florida EmOednud n. 1314' 1314" VVe 1:,14' 2• 1-N4• Vile 1-1/4• 1-U4' 1-1/4' 7 1.510" 1.'Y6r woes ACTUAL PRESSURE REQUIREMENT FOR THE Building Co 0 2 Anchors®4.75 Mln o.c./stammd rr o19e1 cup Bas lT 990 ps 300 La 43o lbs 843Im 1644 D1s 2701b leo ua 364 ua 740114 374166 telia 641 ps Im Sero fa OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17.0630.01 4 Archpm 01.15•Min O.O 1 St7ndard OY OiBH)Cllp(Flg 2y 48D Rm 700 p; WA NIA NIA NIA 36016s NIA' WA NIA WA lb, 8851w 11'2210. CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4AmWm@3•MA O.O./(n 215AIgleC8ps 10=19.37 780- 78 " 680 ps15MOn te%lbs 540 ps 560 Oa N/A 79D 163 748166 6-ne -b. as$ea 1120166 MULLION.IT WILL YIELD A MINIMUM ANCHOR 9 Armin.®0.45•MIn.O.C./UL1Ip,1n1o.125 ASue.(F7g.4 NIA WA WA WA NIA NIA WA WA IVA N/A WA WA WA 1073166 CAPACITY WHICH MAY BE USED TO QUALIFYt Anchor/FCOp Olg Sp 1950v4 185165 �50a q45 p1 822 ps 195 ps 140 p6 t7 ps 370160 187 ps 479 Ds 170. 2211ta 26016s ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Oa ePro uct Centro 2M=1301,19'Mm O.cI F-LV(Rg 6j 24O IDs 9501M N/A WA 14122 NIA Igo los N/A WA NIA NIA I WA 3411, 442 On I 56016s ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F"1.000"-L FIGURE 1: FIGURE2- TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. B SEE SHEETS 222 FOR GENERAL INSTALLATION METHODS. 2)LWEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125" 1 //7 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `���a�NY LYNN/ • • • •• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. vi •.•���i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .500" No.58705 *� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED -7 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED f FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 3.125"X.5'MULUON �O�-. S 7: LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL (7"VF MULLION)SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i Cis P4 THE THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEE1,18.8 S.S.OR 410 S.S. ,oNAL�,a��G A,/LYNAIIMI6A`'3 P.E. FL P.E.#58705 TABLE 6A a MuiBon Capacity Table(Ib3ife) Opening WWtt1(ferver6ral"parrtng M1910n8)or Opening Height(Tar lx+dzordely-spanNrg ML910 S) d SON W h 70 In Bo In W in 103 in 120 N 1401n lea in O Rcotanud. 7n PITdang• Rwwrow RapRrien9. RectengUer Tmpi78enz Peatdng d Tap/Tdan9 Rebtarguim Tnawm ng. Reclergder 71oNi6en0. RecE01➢Nar Tmp/TdanO• Rectrig+7er Tap/iFFang- Rectangular Trep/TdenO. 1 x4x.125 lowing Lcadng Loedn9 Londng LoadlnB Loading Lowing Lording L9adng Loadng Loading Loedne Lmdng Loadna Londag Lcndmg Loodng Loadrg o; Alum.Tuba &' a,.. u,. .. z, �a_ a .. ,. (i fit �' �2' .' $'� �a3 'Y� $.. Fo Ac '� o U Mullion q g� P&i� G� 3 cR� �� rY � cR 3 3C� a �. �� �� c� �� cel t3 u" s 8 s :_ a =� e€ �� �g 3 g ) ark m� € s¢ a s� �� �m ~ 1 01 Am O W 42 in 170.D 620 170.0 435 170.0 744 170.0 478 1740 860 170.0 See 170.0 882 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 1740 1488 170.0 521 14&8 1468 170.0 521 127.6 1489 170.6 521 W J 4a N 170.0 708 170.0 624 170.D 650 110.0 6B4 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 668 111.7 13M 170.0 680 91.7 1303 170.0 6'80 to r n F- SOME In 170.0 747 170.0 663 1700 890 1700 631 170.0 1048 170.0 6Ba 170.0 1195 170.0 723 158.1 1735 170.0 747 140.5 iTdS 1711.0 756 117.1 1236 170.0 756 CODA 1275 170,0 756 67.8 1235 170.0 76(1 z W a p r, 64 In 170.0 797 170.0 612 170.0 856 170.0 891 170.0 1116 170.0 754 154A 1158 170.0 003 1372 1158 170.0 837 123.8 1159 170.0 669 1028 1158 170.0 661 86.2. 1158 170.0 861 772 1158 170.0 051 Cal m 0 1n 601n 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 932 125.1 1042 146.7 615 1112 1042 me 901 100.0 1042 130.2 791 83A 1042 125.1 782 713 1032 179.1 7a2 R.5 1042 175.1 782 F m 831n 170.0 030 170.0 745 151.2 992 163.6 818 129.6 992 144A 799 113.4 992 131.0 762 100.0 902 121.4 766 03.7 992 114.0 758 76.9 992 108.4 745 64.8 992 tae-0 744 557 892 108.0 744 2 Z 68 in 165.0 947 1700 769 137.0 547 149.0 703 118.1 947 130.3 769 103.4 947 117.7 752 91.9 947 108.7 739 827 947 1022 727 68,9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 (Z z Uz g '2U 72 M 136.0 849 1427 737 1132 849 121.6 722 97.0 849 106.9 708 84.8 849 98,4 698 76.fi e48 88.7 686 67.9 649. 82.7 076 66.8 849' 75.3 659 48.5 94.9 725 652 426 849 724 651 rU�l a-1 -� .�0 76N 116.5 762 120.7 665 96.3 762 1026 652 82.5 762 03.0 690 Zu 762 80.9 620 64.2 762 74.2 620 57.9 762 s92 613 48.1 762 62.8 602 41.3 762 69.9 597 3E1 762 69A 594 rF Q a��^ � 7ah 105.9 724 111.0 634 89.0 724 94,8 621 76.3 724 03.9 609 69.9 724 74.4 503 59.4 724 68.1 591 51.4 724 63.4 583 44.6 724 67.3 573 382 724 64.3 567 33.4 724 57.5 565 90 a1 03.9 643 77.9 483 68.0 643 60.7 474 49.7 613 62.9 4s6 43.5 643 47.1 458 38.6 543 428 452 34.8 543 395 446 29.D 643 34.0 436 24.9 543 321 430 21.7 543 30.7 426 Q g Z N ea 1,, 67.3 479 689 427 47.(1 478 49.7 419 40.9 479 432 412 35.8 470 39.6 408 31.9 478 349 403 28.7 478 328 303 23.9 478 28.1 386 20S 478 25.9 390 179 47a 242 376 D. N N AO s0 105 N 40.3 377 41.1 341 33.6 �-30a �214 377 30.0 33D 252 377 26.6 325 224 377 24.0 321 20.1 377 220 317 16.8 377 19.0 310 14.4 31`7 17.1 304 t- (n 111 h 37.1 351 37.9 373 30.9 357 77.8 313 232 357 24.4 309 20.6 357 220 305 18.5 357 20.1 301 18.4 357 17.4 194 0 wr Y 120 N 293 308 79.8 D9 24S 308 21.7 270 18.3 308 102 287 10.3 306 17.3 793 O V `x Q O O 144 N 17.0 212 172 186 D. z m w TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0. Of` 01 Anchor Capacity Table Ibs ANCHOR CAP.a,,_ 3 m �rc� S.Wmm 27k Carmrem 3.5k Cone. Hdi-CMU Fleed CMU PT Wad Metal (OP-)X( )=ANCHOR CAP.,,,, 5118'Ebo +fa'69Ema511�•Ban 14.83 Elm 4100tH 912011 5129ree1 MULLIONCAP.,m,._• PRODUCT REVISED Anchor COp Pattl3tne Anohor 7YDe L76'Eloo lgfacan 14'Emo UlDacm 3118'Elco Ultrxon 1/4'Ebo Uttracon ullrxan Aagrecmar U830con A�recaror sorew(es)screw(as) screw(Gs) USE THIS FORMULA TO OBTAIN THE'ANCHOR as comp)YIn9 with the Florida Edge Oislanoe(MY, r 2.1rr 1' 2-1rr 3.116^ 1• atm 1• 2-lir r 3-1/w Y 0.46° 0.54• 0,]24• CAPACITY REQUIRED'CORRESPONDING TO AN Building Code EmeedmentI 1314• 134• 1-314" 1-3/4• r 1-11C1-1/4' 1-114• tau• 14/r 1-1110 r 1.318• lura• ledos ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01 2 MO..64.76-Min.O.C./Standard or MO CUP(IV.1&2k 3901bn 390 IM450lb. 890 lbs 16441b4 210 ms 2B01be 354[as 740 lb. 374 IM 664 ft 948lb. 34104 442 ft 660 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anabom®22I,M O.C./6taMaN(or Oese0 c6D lR0.3k 703 Oa 700IM 580 ft 14100xi B521bs NIA 560lbe WA 630164 WA 8801be WA 6a21bs 8851m 1120159 CAPACITY(FROM THE TABLE)OF THE SELECTED e Anorurs®1.15 Mtn.O.C./6tandmd(orOOset)CYD IRg•bk 966 ms 140005 WA WA WA WA 707 be WA WA WA WA WA M631bs 1770 ms 22400s MULLION.R WILL YIELD A MINIMUM ANCHOR BY. 4 Anchom08"MI80.0.1(2)215 Angb Clips I(FI9.5k 780 am 780 IN 680 ms 15800s 1896[b. 5400. 603 lbs WA 760 lbs 74BIbs 080lbs 1892 ms 6621b4 6B51bs 1120 IM CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0 a Product Control 6 Anclom Q 3'MIA O.C./R)2x5 Angie Cam/(Fig.6): 11701m 1170 ma 1020 ms 2340 Ds 2944 ms 910 ms 840 lb. NIA 1140 tbs 1122 ms 17201be 2838 0a 10221bs 1327 M iew m9 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ambom M OA5-Min.O.C.I U421p,Wo,126•Alum.(Fig.7). WA WA WA WA WA WA WA NIA WA WA WA WA WA WA 1430 m9' ANCHOR CAPACITY TABLE 2AncMm®2.25'MN.O.CI F-c1b(FW.0): 350 ms 303- 200 Ws 705 ms 478 an WA 280 1b, WA 915 t5s N/A "a lb, WA 341 ms 41210s aW ms 4Amh-®1.15•MN.O.CJ FC6p fr10.91 4801bs 7001. 1 WA NIA WA WA 1 303 ms WA WA N/A WA I WA 68210. 866 Wm 1120 be 1.000' NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.TABLENOTES:. FIGURE 1: FIGURE 2: FIGURES: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • ro SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��1aQN5{LYN/,12)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 4.000" Q� •�� DIMENSIONS,S SEE SHEETS 21 23.HOLES 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT M N No.58706 - TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _=* •; FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLELOCATIONS. -'O • • • • 4)SUBSTRATES: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-TREATEDYELLOW .125 S • ��,p'•, ATE F !V` SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK STEEL i '•.:°<OR1DA.•'' \?: STUDS TO BEA MINIMUM GRADE 33 AND.046•THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.12V THICK -7- ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1°X 4'X 12.7 S ANAL P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A. FL P. .#5870 P.E. FL P.E.#58705 TABLE 7A ary ss ki Mullion Capacity Table Ibalit) 6 Opening Width(forvertically-sparring m guns)or Opening Height(for horlmnta9yspanning mullions) 60 In 60 in 701n 8010 9D In too In 128 N 140 In 1s01n 1 x 4 x.375 Pent-w Trep/Tdan➢. Rectangular TrePrmml9. RectmmWm tlaprid 9. Redmmdm Trepfibm Redengumr TmplTdwo, Rectenna r itzWfda o. Ri,,WngWm 7mPr7dan0. R-d-vda TmP/Trimm. Redantwla TmNTdang, l.oadng Lowing l4adn➢ 140th.➢ Loedmg LOadng I.-Ing �a L ding Lowing L®dn➢ LmdrLq L.dng U., g L dng Loadog Loading Loadna nx w Alum.Tube ° B„T. r £ r s Is �. f� r� W 5s 0 42 In .0 620 170.0 435 170.0 744 170.0 470 170.0 868 1704 506 170.0 992 170,0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170,0 621 170.0 1736 170.0 521 170.0 1903 170.0 521 w J = J .0 708 170.0 524 170.0 B50 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 NO 170.0 1700 170.0 680 iTO.0 1983 170.0 880 151.8 2024 170.0 660 C � W N 0.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 UU 170.0 1195 170.0 779 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 756 158.0 1919 170.0 766 136.5 1916 170.0 756 = G c F0.0 797 170.0 612 170.0 958 170.0 681 170.0 1118 170.0 764 1704 1275 170.0 8D3 170.0 1434 170.0 837 170.0 1594 170.0 858 159.9 1799170.0 861 137.1 1799 170.0 881 12D.0 1799 170.0 861 W O In P70.0 805 170.0 701 170.0 1067 170.0 797170.0 1240 170.0 678 t70.O 1417 170.0 844 170.0 1594 170.0 996 155.5 1519 170.D 1033 129.6 1619 1740 1083 111.0 1819 170.0 1063 972 1619 170.0 1093 �j (D 0.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170,0 940 170.0 1488 170.0 1015 186.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1642 168.6 1158 100.7 1542 16T.9 1157 68.1 1542 1874 11570.0 974 170,0 789 170.0 1169 170.0 003 170.0 1364 170.0 1DLt2 160-6 1472 170.0 1036 1425 1472 165.8 1148 128.5 1472 168.9 1130 107.1 1472 147.8 1108 81.8 1472 148.0 1104 80.3 1472 146.0 1104 ZZ0.0 1063 770.0 .878 170.0 1279 170.0 11%19. 150.6 1720 1662 1101 1320 1720 119.8 1082 117.3 1320 137.8 1068 105.6 1320 128.9 1048 88.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 1126 1012 Lu JT81n 17D4 1122 170.0 037 N9.6 1184 159.4 1013 1282 1184 139.0 9B4 1122 1184 125.7 978 09.7 1164 116.3 964 89.8 1184 107.5 952 74.8 1184 97.8 935 64.1 1184 93.1 927 50.1 1184 923 925 f '7 (nn Z 2 781n 166.1 1124 170.0 967 1311A 1124 147.0 965 118.6 1124 128.8 947 1018 1114 115.6 931 923 1124 106.8 916 67.0 112{ 98.5 BOB 692 1124 89.0 800 59.3 1124 84.3 881 51.9 1174 832 B)e I-' J r :z 90 in 108.1 884 1114 750 90.1 884 94.3 736 77.2 814 1121 724 67.6 841 73.3 712 60.1 844 68.5 702 64.0 844 WA 693 45.0 B44 54.2 678 38.6 944 50.0 We 33.8 BM 47.7 662 FZF Q � Z N � as In 89.1 742 914 653 74.2 742 77.2 652 63.8 742 07.2 641 65.7 742' 694 631 49.5 742 64.1 622 44.5 17: 49..28 614 37.1 742 43.8 600 31.6 742 39.8 690 27.8 742 37.6 564 a �108 e1 626 686 639 AD 52.1 688 63.8 62144.7 888 466 513 39.1 688 41.4 605 34.0 586 37.3 498 71.3 492 26.1 588 28.6461 22.3 We 20.8 472 19.6 586 24.7 466 r (n Mm574 555 58.6 503 48.0 655 49.6 495 412 555 429 487 36.0 655 38.0 480 320 WE 34.2 473 28.8 467 24.0 555 27.1 457 20.6 555 24.3 448 18.0 685 12.4 442X 120 m 46.6 478 48.4 433 58.0 475 39.0 426 326 476 317 420 26.6 475 29.6 414 25.3 476 28.8 409 228 404 18.0 475 21.1 395 16.3 /75 167 387 14.3 475 17.2 381 y� .4 330 28.7 305 ?Z.0 330 224 301 18.9 330 iB.3 297 16.5 330 17.0 293 V x Q 7 0 a_1.-• Z 1441n 18In N TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA ;g mxx2 Anchor CapaM TableObs) ANCHOR CAP.,ea,,,, SWatmle: 2.78 Coupe 3.5k t'Ynw. Hollow CMU Filled CMU PT Woad Merl (DP.)X( )=ANCHOR CAP.- w Y16•Eko 1/4•S6Eko III Elco 11V81Eko _feel 0126teei #12 Steel MULLION CAP.,,,,,,,,,, PRODUCT REVISED A.horTypw We,F3oa Ulba... 1/4'Elco UI9a0a1 Y18'Bao Ultrawn 1I4'Eko Ultrecan Anchor Clip Patterns Ubem A99recarm Utm m AOgmGbtor s4rrwMOS(05)screw(GS) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge Damn o.m V 2-V7 t• 2-17 3-118' 1' 2-tw 1• 2-1m' T 3.115• 2• g.4V 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Building CCodde Embedment Ont 1-314• law' I taro• I law" r 1-114• 1-1/4• 1-114' 1-19' 1-1/4• 1-114• 2• ta/6• 1041• odes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anchors®4.75 Mm.O.C./standard a ODset Clip(Fl9.1321 BOO lbs 3001bs 4B01ba 89016s 1044 lbs 270 its 280 m. 354 Its 740 ms 37416s 6641ds e4B Ihs 341 Ins 4421Ds S601Ds OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dake 05/26/2021 4 Atmhars 44 225 MIn.O.C./StaMad(or 06set1 alp(Fl0.3t 7001bs 700 ms 580 m. 141D Ihs 952 bs WA 560 ms N/A 030 ms WA WO ib. WA 682 ms 886 Its 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchors 01.15'MIn.0.0./Srenderd(or06xq Clip(F1p.4t D60 ms 1400 lbs wA wa MA NIA 760 ms WA WA WA wa WA 1363 b. 1TMIts 7240 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 ArnMm®r 69n.D.C.r�2r5An0I.QID.I(Flp.St 7B0lbs 780ms 680 ms 15001os 18981bs 540ls 960 Ds WA 7601bs 748184 680160 1B921b. 682160 8851bs 1120 me CAPACffY WHICH MAY BE USED TO QUALIFY Miom eProduct Control 6 Amhom a 7•Mn.O.C.I R)215 W.alp./(Fl9.BF 1M im 1170 lb, 1020lbs 2340lbs 284416. 910� 840 ft NIA 1140� 1122 b 1370 es 2838 me 1022 to 1327 W low Dm ADDITIONAL ANCHOR OPTIONS FROM THE 4 Archon.®0.4r MN.O.C.111411p,mm.125-AWm.(Fq.7t WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 1430 bo ANCHOR CAPACITY TABLE 2 Am"m 0 22Y Nm,o.Gl F-Cap(Fp.ftl 350 IM 350 ma 290 m. TOS ma 476 ba WA 280 ma WA 316 ms WA 4401b. WA 1 341 ma 442 Its 660 be 4 Amm 01;my mm.O.C/-P(Fl0.et 480 ma 700 m. WA WA NIA WA 380 me WA WA WA N/A WA 1 6821b. 1 885160 I 11201b, NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 1.062' 1.000' r--- i TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 9: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • Y • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ly ��`a�........ • • • • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE .. •.���!� SHEENS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _:1�;' No.58705 . FIGURE 6: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _-O • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ,n'• SATE F ✓,��� 6063-TS AND BE A MINIMUM OF.125°THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' .375' .376' CCS1•'•FL ORID .•'•���` THICK(18 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.12STHICK AND A36.ALL ANCHORS T �i�s/O......... ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4'X.375 1 1•X 4'X.375' /A NAL , ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. T-MULLION MULLION A.L•�EA 5870,P.E. FL P.E.#58705 TABLE 8A w K, MuiBon Capacity Table Ibslit2 8 Opening Width(for 4elvoaBy-sparing muNons)of Opening Height(for hodwrdalty-sparing mullions) 50 N 60 In TO In 80 N BD In 1001n 120 In 1401n 1601n „ p 726"x Reemn9war hapRelnnp r7.,' T-PRdang• Redwgulw 71oyNang.g Laadngdng Inaafn9 LoadingLoedre Loadn9 Lowing Loafing LoaeBng Laadn9 Laadn9 Loedn9 LoadN9 Inadng Laadne Loadn9 LuadUg6"Alr r3 .& F �• �• � rr,285"Alum �.. �rdbeMdn � �� a� a� o ai Its s� �� a �� � "� � ® �� � � � � � � � N� � o s� b §� g$ s� b� 9 s tr sL € s� eF s N€$ fir 5g s'g �gOz `arcea s� f� rc as a� file s s W42 in 170.0 620 170.0 435 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 14N 170.0 521 170.0 1735 170.0 521 151.8 1769 VOL 621 m ...1 U) 44 In 170.0 708 170.0 524 170.0 850 170.0 684 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 154.8 1548 170.0 680 1327 1545 170.0 680 116.1 1518 170.0 680 J y � � S0.675in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 Inde 170.0 684 170.0 1195 170.0 723 17MO 1345 170.0 747 197.0 1468 170.0 758 139.2 1468 170.0 755 1193 1468 17D.D 756 104.4 1468 170.0 768 W O r 64 N 170.0 797 170.0 612 170.0 959 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 16MI 1378 170.0 637 148.8 1378 170.0 856 1223 1378 170.0 861 104.8 1376 170.0 561 91.7 1378 170.0 861 D' Co O U) 60 In 170.0585 170.0 701 170.0 1063 170.0 797 156.9 1155 170.0 678 139.0, 1138 1917.4 930 19.6 1168 156.8 919 1112 1155 150.0 912 92.7 1158 1449 005 79.4 1158 144.0 905 69.5 1155 1µ.a 805 H W co 631n 170.0 930 170.0 745 180.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 1420 845 108.7 1051 132,3 837 961 1051 115.7 03D 80.1 1051 119.5 822 08.6 1051 119.1 821 60.0 1051 119.1 821 d 2, a. Q 68 in 167.1 967 170.0 789 138,3 957 151.6 605 119.4 957 134.0 790 104.4 957 121.6 777 929 957 112,8 797 816 957 108.8 769 69.6 957 100.0 750 58.7 567 08,8 748 52.2 057 98.9 748 m 5: 3 ? _J 9 eU m 72 in 110.7 804 1352 698 107,3 604 1152 684 81.8 904 101.3 671 80.4 804 91.4 880 715 8(14 94.1 650 66.4 804 78,8 643 53.8 801 723 837 /6A 804 68.8 629 40.2 801 68.6 818 W PCQ 76 N 109.4 722 114A 630 912 772 972 618 782 722 963 Res 65.4 722 76.7 696 60.8 723 70.3 558 54.7 722 60.5 580 45.6 722 69.5 570 39.1 722 56.7 585 342 722 562 664 N r<Z E 76 in 101.2 683 105.860D 94.4 685 89.8 588 723 686 765 577 63.3 685 70.5 865 662 885 64.5 560 50.6 685 60.1 653 422 886 64.3 543 362 685 61.4 537 31.8 685 50.7 SW 90N 65,8 615 83.0 457 84.9 515 57.5 449 47.1 SIS 50.1 4N 41.2 515 44.7 434 389 515 409 428 33.0 615 37.4 422 27.5 515 33.1 413 233 515 309 407 20.6 515 29.1 404 z N ¢ N 11- Q X Z 96 In 81.3 453 55.8 404 45.3 453 47.1 397 38.6 453 41.0 391 33.9 453 36.4 385 302 453 33.0 379 272 4A 30.4 374 226 453 29.6 368 19.4 453 24.3 380 17.0 453 729 356 LL 'p U EID 0 106 In 38.1 358 39.0 323 31.8 JSB 328 318 27.2 350 264 J1J 13.8 358 252 305 212 358 22.7 304 19.1 358 20.0 300 15.8 338 19.0 793 (n (h w 111 N 35.1 338 359 306 293 338 30.1 301 25.1 338 261 297 220 338 732 293 19.8 338 20.9 189 17.6 338 iB.1 285 ® D' x o� 120 N 9.0. 290 28.3 264 232 290 Z3.8 260 19.9 790 20.6 256 17.4 280 182 253 154 290 15.4 249 U N Q 1441n 16.1 201 18.3 186 d 5� Z_•� U) s TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCepap Table(lbs) ANCHOR CAP.,n,,,,„ O O I o��� SUOSb7da 271,0-9. a5AC0ld. Hw-CNU FI9edCMU PTW00d Mete! (DP-)X� �=ANCHOR CAP.- ' MULLION CAP.,q,,,,,, 5f16'EfdoEleaSnreco urssFna mastm mzseel artslew PRODUCT REVISED AnehOrCIIP Pattem5 An[twr Type 9nE FJcOunraeon 6r Eko Nl2con 3'1G EleDUOmedn v4°FkoUlMgeon r Utnacm A feWa Sce:W Scr (G.) Screw ullrxon AggreOao 99 (n+3 (O51 USE THIS FORMULA 70 OBTAIN THE"ANCHOR age am I in9 wllh the Florida edge Dlslarce 8n) r 2-VZ r avr atm• r z-vr 1• 2-vr r a11r r 0.48• aha• o.3zr CAPACffI'REQUIRED"CORRESPONDING TO AN Building Code Embeanenc n 1-314• t3rr 1314• 1.Nr r t-v4' 1-vr 1.114' I-v4' 1414• 1-vr r I ve- 131r fries ACTUAL PRESSURE REQUIREMENT FOR THE NDA-No. 17-0630.07 2 chols 94.76'kile.O.C.l Standard a Duet CUP M U 39D IDS lm asD los �D 95 tsad bs vo bd 200351 bs 74o IS 370 uu ss4 us o469a s41 bs 4Az IGS 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26!2021 4 Arch=R1.•15°Min O.C.I Stmd`d1D(of Offset)Cup Pig.4 48D IDS 7W OS N/a WA NIA NIA 3PDI0s NIA WA NIA WA WA 682104 BBS It. 11211 Me CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcroBM3f MN.O.C.112)215 ogle MPS/(Mg 37 7 10!1 leo®s 680 b5 Ism Ind 1393 un 610 ms 560 OS WA 760115 740 It. ammo IM b1 68205 Ras bs 11811 MULLION.IT WILLYIELD A MINIMUM ANCHOR By aArclnn®0.46•Min.O.Q/uGtp,IMo.12rAlun Olg 4) NIA WA WA WA NIA N!A WA N/A WA N/A IVA WA N!A WA 1430 Ds CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml-Dad roduct Control _ 1An:Wr/FQIP(l9gR 195 ws t9s es 70.1os 44501. 827 w0. Ias ms 140 Re rr7 uss s70les 197 U. s9391s 473 Me 170 IDS 221 We 2501¢s ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 01AW MIO O.Cl F-CX g6X 240 bs 3501bs N/A WA WA NIA IBD Its NIA WA WA WA WA ail AQ Me 660101 ANCHOR CAPACITYTABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE I: FIGURE 2: TABLE NOTES: 1-1250--1 ' ® ® e 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION i ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. . II411llIII!illi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ���ISO• .-•••... FIGURE 3: 3.188' t CENSE ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE Q'. -•,1T� CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS x.;' No.58705 . O ® O BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .266, IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL Q ATET ((7 FIGURE 4: FIGURES: FIGUREEI: ORIDA : BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T T '•.••Pt CC •r'•\C\� • • 8083-T6 AND BEA MINIMUM OF.125"THIGK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1.25'X 3.188'X265'MULLION nisi. • 045 . 'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL i� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VF MULLION) 11j0NAL 1011` • #10 t4#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E. • FL P.E.#58705 I i i TABLE 9A 0 g Mullion Capoaly Tablo Ileellts) Opening Width(forvortice@h3Pen16nO mullions)or Oponing Height(for hoff2ontally-spanning mullions) oge Q 611111 60 In Mfn 001n Be In IM In 120 In Ago 1601. m O 1.2fi x3.25 Reclen0uler TreP/7dmg. Reelmfpulef TreplTdang. RaGmgWer Tmprrda.g. Rectangular Tmp/hlao0. RnA.Sfar ThpRdenO. Reafeegule' TmPrmm R..WgNar T.Pld Iv. Rnolengoler T prnfanv. Raelenlpor Tiepffdeng. V Lsadin0 Coemng Looting L..dn Leedhg Leading IL ftv lumino Leadin0 LoadNO L.edNv LmdNO Leemnv LaadNO loading Leading LeadN9 LoadN9 eZ %.700 Alum.Tuba7a' .±• ) Mullion gg� yg� 5� �� gg 8� ti b' � ` � �' 'k �� B �' � Ba 6 �' � ��} q CN �-- i f 8 8 s s € @d a iffi to Z ��� tW 42111 170.0 020 170.0 435 170.0 744 170.0 478 170.0 888 170.0 SOD 170.0 092 170,0 818 170.0 1118 170.0 621 153.3 1118 170.0 521 127,7 7118 170.0 521 109.5 1118 170,0 621 898 1118 170.0 621 �W1a L _ 481. 170.0 700 170.0 624 170.0 850 170.0 681 167.6 978 170.0 630 1497 078 170.0 861 130.4 978 170.0 677 117.3 978 170.0 000 07.8 878 170,0 080 83.0 978 170.0 ego 713 978 170.0 680 W '-1 � 7 50.826 n 170,0 747 170.0 597 170.0 898 170.0 MI 150.7 921 170.0 684 131.9 027 1885 708 1172 927 159.1 888 105.6 927 158.3 696 07.8 927 1683 895 IS,q 927 168.3 895 89.9 627 1583 886 2 T 141, 170.0 797 170.0 612 164.5 669 170.0 981 1329 888 163.8 983 716.9 889 147.9 689 103.0 869 134.0 880 827 889 129.8 854 77.3 969 128.0 852 693 869 120.8 852 57.9 B6B 728.6 852 O, LU o E r- 80N 1471 748 1618 831 119.4 718 1313 020 1029 746 117.8 808 89.5 748 107.6 699 79.8 746 Into 602 71.8 740 06.0 587 60.7 746 93.3 683 51.2 746 93.3 583 44.8 746 933 583 0= 03 N 123.7 877 132.0 579 103.1 877 1112 688r46.6 077 100,4 653 77.3 677 91.4 646 88.7 OR 85.2 539 61.9 677 91.0 630 61.8 677 71.0 678 442 877 78.7 69 38.7 877 787 620 4 P U 661n 107.6 817 114.1 530 887 e17 87.8 619M. 017 887 600 67.3 617 76.3 600 595 617 728 484 638 fill 00.1 488 44.8 617 84.4 403 38.4 617 63.7 482 318 817 83.7 482 :E LU Ill a OL '1 72N 82.0 616 07.1 490 881 819 74,2 440 916 0.2 432 61.B 510 58.6 426 46.1 510 64.2 119 41.1 619 503 414 34.5 518 48.6 40B 29.0 018 45.0 405 298 518 46.0 405 ? � a a 76 in 7aA 465 77.7 406 687 deb 82.8 398 465 54.9 3DB 44.1 4513 49.4 384 392 465 46.9 378 392 405 422 374 29.4 465 389 381 25.2 465 36.5 894 220 465 38.2 367 W -1 o ,'0y0 78111 66.2 441 O&D 387 543 441 57.7 379 441 50.8 372 40,8 441 /6A 386 381 441 41.e 380 328 441 38.7 368 272 441 34.9 349 23.3 441 31.1 346 20.4 441 327 31fi F J ^Z o U aZ N r BON 42.4 332 438 285 384 332 37.0 289 332 327 94 2115 332 288 260 23.8 332 28.1 276 21.2 332 24.1 272 17.7 332 219 288 18.2 332 18.8 282 17.3 932 187 260 In Q OO r BBA 75.0 287 95.9 280 281 281 30.3 250 25.0 201 284 252 21.9 91 235 248 IDA 297 21.3 214 17.6 IBI 18.5 241 "L. 291 77.7 238 12.5 291 15,6 272 zF- �" Q N 108 n 24.0 2J0 26.1 208 286 730 21.1 205 17.5 230 187 201 15.4 230 16.2 188 Q Z (7 f- X y ao 40 111 n 225 218 231 197 169 218 19.4 184 162 218 180 181 Id.1 218 745 188 o. U) N ry ..�EO N d5 0 19 In 11.9 187 18.2 170 14.8 107 16.3 187 s X Y Y 0 V N a 0 0 z oo So TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 - Anchor Capacity Table b5 O n o ty ) ANCHOR CAP.,,m,,,,,,` 9uDslmte: 27k ConoroN 3.5k Cane, Nohow f4dU Filled CMU P7 Wood MeW (Dpm)X( 1 e ANCHOR CAP. 6H6"poo 1/4.99 Elco 5.18'ENo v4•ss FJto Om 61.1 m2 stool C1z steel MULLION CAP.,,ma,,,° PRODUCT REVISED Arahor Type: 3/16•Eco Uemean 1/4'Ego UIDeaOn 3/te•pco Uitmoon 114'Eleo UI1m.sn ( ( ) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complvI with the Florida i Anchor COpPafteme llgfaovn AggmOstm UOecon Ag0ref9ator screw esT.crew Gs sorew(es) C dd Edge Olslonee Qn); 1' 2-vY 1' 2-t1Y 3-718• 1' 2-112• 1• 2-Ire 2• 3418' 2' 0.40' 6.54• 0.324° CAPACITY REQUIRED"CORRESPONDING TO AN Building o 0 Eml>edmenl Qnk 1.91<" 15r4' talo' taro' Y t-va^ 1.114• 1410 1.114• 1-114• 1-114' Y tale• I-w tadoa ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 'I7-0630.0 2 Anehon C4.75'Min O.C.l 8tondertl ar OliseI CIIP(Fig.1p 3902. 3802a 4502. 8901ba 169410. Z701D8 280 1b. 3541 74015. 3742c 664[be 846N 341 nos 44210e 580th. OPENING,WHEN R IS LOWER THAN THE MULLION Expiration Data 512 612021 4 ARchom O,J 1.16'MIn.O.C.16lefdafd(MOifsap Clip(FI0.2j 480 2c 700 2. WA WA NIA �WASM N/A N/A NIA WA WA 6e21he eas lh 112020 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Armlmfe®3•Min.O.C.l2)�g A91e MPG/(fig•3j 780 am 780th Sao 2e 15M fl. 18982e WA 780Ca 1181hs 68016. 1892 roe 6822. 8851be 11202. MULLION.R WILL YIELD A MINIMUM ANCHOR ByT O.C.IU4YIp,hfo.tOS AWm.(Fig./): NIA WA WA WA WA NA NIA NIA NIA WA NIA WA )SO 2s CAPACITY WHICH MAY BE USED TO QUALIFY M1amF-D Produet Contfo1 Afw5ar/F42IP lR0.6j 150 2e 1952. 275 @a 4452. 6222. 177 It. 370 lb. 187[be 39210. 47316. 1702s a27 me zeo/0.a ADDITIONAL ANCHOR OPTIONS FROM THE 2 An.hom®1.15 MIM1 O.C/F-dtp lift ep 240 2e 1 360 2a WA N/A WA WA IBC Ih WA WA WA NIA WA 341 2e N216e SBO lbs ANCHOR CAPACITY TABLE TABLE NOTES: 1,460• t--1.250-1 FIGURE 1: FIGURE 2: I I • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION e S ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t 1111 17/I �\N >,1Y LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' 3,260' �' OEryS ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` ,• F '';4'�, SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '•,� FCLIPBE MUST *•: No.58705 INPAIRS.ED 4)SUBSTRATES: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 SO OF 0.55.ALUMINUM SHALL BE FIGURE 4: FIGURE 5: FIGURE fi: 6063-T5 AND BEA MINIMUM OF.100°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND TE F • • .04V THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125°THICK AND A3&ALL ,100° .100 (`° F ''•�yORIDA,.•'•\�"�� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.26'X 325'X.100" 1,25'X 325'X.100• • #10&1112 ANCHORS INTO WOOD MAY BE STEEL,76-6 S.S.OR 410 S.S. MULLION FOR MULLION FOR L/1�1�NqL L15t� FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN mfLl['!�`,P.E. • - FL P.E.#58705 TABLE 10A o Mullion Capacity Table 0WO) ., Opening Width(forveNcally-9poming mUllons)or Opening Height(forharizarda4spenning mullions) te Q 501n 60 in 701. go N 90 N 100 in 1201n 1401n 1601n 125X326 R'A'9la7 Trap?ria.0 Rectangular TMpIlling Roeun9ular Tupfrdug. RDUSrUulrr Tupn'd.g. RadanOubr Tuplfdang. Roeiangulu Trepfrdang. Radangula TupgXhwg. Rectangular Traprrrhng. Rmteilulu De{✓rr1w4 ^ F X.824 Loading Lading Loafing L4ading LoedN9 Loading Loufn9 Looting Lneeeg L4.dNg Leaft Loading Loodfng Lording loadln9 L.&g LcadinB Lading Alum.11lbe A �,. .� Mu81on o a " B " f; 0. a J" 08 0 o a K as " e� fir✓ is s " � �€ " 3 e �€ s� 10N a N v v u v cis u c ua u do u u iaa v v u" u u u u n< 5 t� X. is'; is ``c 6.5 .S a 5 `e t S Y y. 6 91 41 44 €1 6� � Ai s1 "� �� �� s� �� �3 6� " e� s� s€ �� �� �'g =� m� �'� �� 3� 93 m �°� w � �� �2 �5g �a fa �a i€ Z W 42 In 170.0 ON 170.0 435 170.0 744 170.0 478 170.0 068 11D.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 WO 170.0 621 170.0 1468 170.0 521 170.0 1736 1740 627 170.0 1983 170.0 521 u� 9 _ 481n 110.0 709 170.0 524 170.0 850 170.0 586 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 UD 170.0 1700 1TD.0 680 169.7 1979 170.0 6110 148.6 1979 170.0 680 N 60.826 In 110.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 fi84 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 U94 170.0 766 170.0 1793 170.0 766 S2.5 1877 170.0 766 133.6 1871 170.0 756 �8 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 837 170.0 1594 170.0 856 156A 1769 170.0 061 134.1 1768 170.0 861 117.3 1759 170.0 891 U' W O a m o 7n 501n 170.0 086 170.0 701 170.0 1063 170.0 797 770.0 1240 170.0 978 170.-3 1417 170.0 944 161.1 1611 170.0 996 146.0 1511 770.0 1073 110.8 1511 170.0 1063 103.8 1511 170.0 1067 90.6 1511 170.0 1063 F=- V � LU 83 In 170.0 930 170.0 140 170.0 1116 170.0 850 170.0 1302 170.0 940 t5&6 1370 170.0 1015 1392 1370 170.0 1076 125.3 IWO 164.0 1082 1U.d 1370 155.9 1072 89.6 1370 155.3 1070 18.3 1370 165.3 1070 W Z 661n 170.0 ON 170.0 789 1TOA 1169 170.0 903 165.6 1240 170.0 1002 1352 1248 168.8 1017 121,1 1248 147.1 t00D 108.8 1246 1J9.0 999 90.8 1248 130.1 979 77.8 1248 128.0 876 68.1 1210 179.0 BT6 ? z U3 9L m = 721n 167.0 1049 170.0 070 139.9 1049 15D.2 892 119.9 1009 132.1 876 104.9 1048 119.1 660 932 1049 109.7 048 63.9 1049 102.7 930 69.9 1049 94.3 025 59.9 1049 91.2 NO 52.4 1049 91.1 920 •-•I pQ U W rG 0 T6 in 7427 861 149.1 827 1W.9 941 12.00 906 1019 941 111.2 791 89] 941 100.0 777 79.3 941 81.7 766 71.4 941 85.6 767 69.6 041 77.8 744 67.0 941 74.0 737 dd.0 941 7J.3 736 7 6 1Z Te in 132.0 694 191.6 763 110.0 894 110.9 767 94.3 894 1024 753 82.5 094 91.9 740 73.3 694 84.1 730 66.0 394 70.3 721 65.0 B84 70.7 707 47.1 ON 67.0 701M381466.1 690 = Q � a r 901n 85.9 671 00.7 696 71.6 671 74.9 685 GIA 671 65.3 675 53.7 671 68.2 666 47.7 671 629 558 43.0 677 4B.0 651 35.0 671 43.1 639 30.7 671 39.7 53737.9 626Z z98 in 70.8 690 72.8 627 69.0 690 GIA 516 509 690 63A 609 14.3 690 47.6 602 39.7 590 43.0 404 36.4 590 395 480 24.6 590 34.7 477 25.3 690 31S 46929.9 4541081. j49.7 466 50.9 121 41A 466 42.8 414 35.5 408 31.1 4D9 31.1 406 329 402 27.6 466 297 396 24.9 466 27.1 381 20.1 4G6 23.6 302 ITS 466 212 37619.6 NO1111. .8 441 46.7 dog 382 1!1 319 997 32.7 441 34.1 387 2&6 441 30.2 382 26A 441 271376 229 (tit 24.9 372 19.1 dot 27.5 353 16,4 721 19.3 35611.8 351 a W 120 to .3 378 369 344 302 378 37.0 339 26.9 378 26.6 334 227 378 23.7 329 20.1 378 21.3 325 18.1 376 195 321 151378 10.7 314 a' x1461. .0 262 212 742 17.6 262 17.6 279 169 262 15.3 236 L3 acs Zm0 0 a TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: 2- %I 0m0 AnchorCepaeiry Table(lbs) ANCHOR CAP.,„,,,,, substale: 278 Care Rte am Cane. Hawes emu Flues cAlu PTwaDd Meta (DP_)X( )=ANCHORCAP.- McnaType 3'111 ecDl4lydcan v4'F3covpracon vilrecO y16'Bco Ulracm 1l4'Elcoutlraton v4"SS Bao Ty1fi'Elco 1/4'38 Elco 010 Bled #72SIM1 #1231ed MULLIONCAP,,,,",,,,,,, - PRODUCT REVISED AnchorCIIP PoMme uluatdn A09�aor ugmcm A9greedw Sclaw(G5)sc7or(05) stray(061 USE THIS FORMULA TO OBTAIN THE"ANCHOR as eom Iying with the Florida Edgm 0(stame On, 1" 2-v7 1" 240 3•vw t' 2-v2' 1" 2-v2• T 3.19r 2' 0948" GOO 0.32.0° CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Emte - n' I.W4" 18'4' 1-314" 1-314' 2" 1-114' 1-v4' 1-114' 1-114' 1.114" 1-114' 2 1-3'8' 73'8^ rales ACTUAL PRESSURE REQUIREMENT FORTHE NOA-No. 17-0630.01 2McroisQ4.79'MIR D.C./Standard-w09wi CUP(Fig.1T 3oA IDs 8901. 450 IDS 690 On 1644 IDS 270 IDS 2801. 351 IDS 740172 374 IDS 664118 9461M 341 IDS 4421. 560 I. OPENING,WHEN IT IS LOWER THAN THE MULLION ExplraDon Date 5126!2021 4 Andrus(9 1.16'Min.QG I Slandanl(Or QbLd)CUP(Fig.4 480 ws 700 0» WA WA NIA NIA 300172 MIA WA WA WA NIA 6821bs 8851. 1127 ws CAPACITY(FROM THE TABLE)OF THE SELECTED 4kehoe®3.MOI.D.C.I M 215Angte Clips!(Fig.3y 780 IDS 780 I. 68D IDs IBM IDS 1696IN 64OMS 5601. N/A 7601. 748 IN 880172 1892 Me 662249 885 Me 1120172 MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3Arclpts®0.54'Mh O.C.lvr9p,Inl0,tO0•Alum pig.4), NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 9500.5 CAPACITY WHICH MAY BE USED TO QUALIFY MIamF-0a Product Control I Amborl FLOp(Mg.5y1 195 IDS 195 MS 275 ms 4467. 822 RB 136 IDS 1407. ITT IDS 37011a 1871bs 3321De 473172 1701D3 221 IM 280 ws ADDITIONAL ANCHOR OPTIONS FROM THE 2Mtmn®1,177'Mm O.CI F-u 0.By. 240 w4 350 Ori 1JIA WA N/A N/A Igo wa WA WA WA I WA I WA 1 341 IDs 1 4421. 6i0I[5 ANCHOR CAPACITY TA8LE. FIGURE 1: FIGURE 2: TABLE NOTES: 1.250° 1250' o 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION j • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.r 1� 11111 1 1 7 7 7 711 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 1 . •••• N•.41 3.250° 3.250' �ICENSF '•�L' i ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` •F CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. N0.58705 •P • BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL ' BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHAI-L BE 624" .624" �`�/ '•(V�� FIGURE 4: FIGURE 5: FIGURES: 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -J- %�T STA O w • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL %l�S•'•F�ORI�P.•'••��� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25°X 3.25' IXX.624" 1.25'X 3.25'X.624" • IF] H�� #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR r//��NAL 1ILLE�%% FIELD-MULLED UNITS FACTORY-MULLED UNITS A•LYNN MR,P.E. • FL REX 58705 TABLE IIAh s Mullion CapseltyTable(IbsNe) Opening Width(hr"callyspanning mltl'iols)crOpenIng Height(forhor¢artall"panang mulions) 60 N 60 in TON 1 90 In I 90 N 100 N 178 in 1140 N 160 in w 0 O 125%394 Rectangular TrWiana- Reela.gul.r TnPRRnng. Romnpty Tnplydag. Rertanplar Tmprrdene• Ranangdar Tmprrdmg. Raennguiar Tnp'rrimg. RaCtanauiar Tnprrdarg. R. guler TalJrdmg- Rectangdar Tnprfrlatg. Loafing Lnndfn3 L.&M Loafing Load 0 LvaM19 Loading Loading Loa4ing Loading LOadN9 Loading L-Cog L4adIng LoatlN9 LmcSg Landing L.Ming oz U X-0- Al 624 „ LL r k - 2' Alum.Tuba ,� 4^ �8 �.. � 'E..T1110141 ",. � .. �a : m m "^ ,.. � . •^ Nu91Dn S °.2 n ag@ ma ec Inve a 84° s'� Via" s'� d"� do a �rc �E a& � 831 d`& Ee ¢& � a`rc �'� ¢`o �� fa �€ dr f� W 121n 170.0 620 170.0 136 170.0 74d 179E dT8 170.0 860 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 770.0 1]35 170.0 521 170.0 1983 1700 521 O x 49In 170.0 TOO 170.0 524 170.0 050 170.0 SU 170.0 992 170.0 630 170.0 1733 1TO.0 651 170-0 1275 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 600 1700 1993 170,0 Me 170.0 2257 170.0 680 uKi •--T � 50.625 N 170.0 T4T 170.0 663 170.0 896 770.0 631 170-0 104fi 170.0 694 170.0 1195 17D.0 79 170A 1315 1T&D 747 770.0 1191 170.0 75H 770.0 7793 770.0 756 170.0 2092 170.0 766 170.0 2%1 110.0 756 = n o F=-• 541n 170.0 797 170.0 612 1700 966 170.0 691 170.0 1116 170.0 764 170.0 INS 170.0 803 170.0 1434 170.0 837 170.0 16% 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 150.2 240.1 170.0 861 O W O l m O rq 60 in 170.0 885 170.0 T01 170.0 1063 170.0 797 170.0 1240 170-0 878 170.0 1417 170.0 944 170.0 1594 170.0 895 170.0 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 170.0 1063 729.8 7163 170.0 7063 631n 170.0 930 170.0 745 170.0 ill& 170.0 860• 170.0 1302 170.0 9d0 INA 1488 170.0 1016 170.0 1573 170.0 1076 170.0 1859 170.0 1122 158.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 ¢ W Z § 66 in ITU 974 170.0 T89 170.0 1169 170.0 9D3 170.0 1394 170.0 1002[44 1650 170.0 1086 170.0 1753 170.0 1165 170.0 1948 170.0 1210 143.0 1986 170.0 1275 1226 1966 170.0 12B8 1072 1966 170.0 1286 2 to d 5 IL m 2 e16&8y �aU J 721. 170.0 1053 170.0 879 170.0 1275 170.0- 1009 170.0 14011 170.0 1126 1700 170.0 1228 754.7 1734 170.0 1315 138.7 1734 13(16 115.6 1734 165.9 1361 99.1 173d 150A 1362 86.7 1734 1502 1352 La J 0 1610 170.0 1122 170.0 937 170.0 1346 170.0 10E0 168.5 1556 170.0 1209 tfi5fi 1652 1285 13L1 1556 151.5 12fi6 1179 1556 141.3 1751 98.3 1556 /28.3 1229 8d2 1556 122.3 7279 73.7 1656 1212 1216 �Z g 18 in 170.0 1161 170.0 96T 110.0 1781 170.0 1116 1559 1477 169.3 1245 1477 152.0 1224 1212 1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1199 779 1477 110.8 1168 68.2 1d77 1093 7164 90 in 1420 1110 1465 SBS 118A 1110 123.9 968 101.6 1110 1079 951 1110 967 976 Te.9 1110 87.5 922 11.0 1110 80.7 910 592 1110 71.3 897 50.7 1110 fifi.6. BIB 44A 1119 fi27 810 Z Z DO. Q N O1 961n 117.0 975 120.3 072 BT.S 975 1015 858 93.5 975 083 842 975 796 029 660 975 712 all 58.5 975 65.4 807 48.8 975 STA 789 4111 975 527 776 36.6 975 49.3 767 � � x Z � 109 in 822 771 81.0 696 68.5 771 70.7 685 98.7 771 61.3 674 51A 771 64.3 664 45.7 771 49.0 69 41.1 771 449 617 343 771 78.9 632 29A 771 75.0 621 257 171 32.4 612 0. y m0 QO 111 in 76.7 730 77.3 661 611 730 65.0 fi50 54.1 730 553 630 47,3 730 49.9 631 421 730 /5.0 622 37.9 730 41.1 61d 315 730 356 600 27.0 730 71.9 689 23.7 170 29.9 581 Pj W oY Y 120 in 59.9 624 61.0 569 19.9 624 612 660 4 : 66.3 662 373 624 39.2 641 333 621 35.3 637 30.0 124 722 637 2S0 fi24 27.7 619 21A 624 24.fi 509 18.7 fi2d Y13 SD1 ® �' X 1.In 34.7 433 35.1 400 28.9 473 29A 395 24,0 433 25A 390 21.7 433 224 386 197 433 20,0 381 17.3 433 1112 376 C) N ¢ O O a r Z..U) !n TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: p AnchorCapaclry Table(ibei) v =E- 27k COWde &5k Cmc. Nrl7ow-U Raw= Prwom Meta (DPm)X/ANCHOR CAP.,„,,,,,\_ANCHOR CAP.°„ � m Wle'E1co V4•SSBco UID Eaa vrsseco 6103ted 812S?&N 012 Steel MULLIONCAP.r, a PRODUCT REVISED 3MW BCD UOram 1Ir Elco uftmon 3116•Be.Utram V4•Exou0r4can ( (cam (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR pl in with tho Florida AUltram aggeD740r UlOacm AiNreGffia Screw cam)soar soar as corn y g 1• 2-112 1°' 2N2' 3719• 1° 12-10 1° 2-Vr r. 31/0" r 0.40• 0.5- 0.32r CAPACITY REQUIRED"CORRESPONDINGTOAN Building Code, talo• lair 131/4° taro• r 1.1/4• 1-v4° 1-vr 1-114• 1-11r r 1318• lore -les ACTUAL PRESSURE REQUIREMENT FOR THENOA-No. 17-0630.07 2 An,hm 476?Mir,O.C./Stamen Dr O(sel Clip(Rg-1Y 390 m5 s9DIDs0103 5s 270110 354 ms 74015 374les 6641ts 946lbs 341 IDs 442lbs 580 Its OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4Arc0D0 Q 1.75Mh O.C.T StaWalO(afH) p(Flg 2) 400 ms 7001, Nra wa NIA NTA wA TSA wA wA wA s9z Ion BB51h 71x1 Ihs CAPACITY(FROM THE TABLE)OF THE SELECTED 4A'r"@3'MIn.O.C./(q 2t5Ar91e Ceps?(R&3) leo Dn 730Im 6W m, 15M It� 18965, 540 ton N/A 760 ttn 74e les eeD los 1B9LIt5 6B21Ds 3165 im N2o lm MULLION.IT WILL YIELDAMINIMUM ANCHOR By 4Arcmrs @ 096°Min.O.C./u-cllp,DdD.10M AWL(F&4) NTA WA N/A WA N/AN/A WA WA N/A WA WA NTA WA 12671ts CAPACITY WHICH MAYBE USED TO QUALIFY Miam-D Product COntroA7cretlrLp(flgSJ 195 Mg 195 on 225 ros N51t8 ea gs 135ms 177IDS 3mIbs 1975, 3721ta 473 ms 170 ms 2211es moms ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancrm d31.19 iArl O.CJ FLtl g. 2dO m3 750178 N/A A N/A WA N/A WA N/A WA WA 341 ms 442 m6 `.b02s ANCHOR CAPACITY-TABLE 1.250° FIGURE 1: FIGURE 2: TABLE NOTES: -- ® 0 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE aoNY FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.94'ANGLE 't` CENS•"��l CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q�'• •.(� BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `*: No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - GROUT-FILLET)CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 6063-T5AND BEA MINIMUM OF.100"THICK.STER STUDS TO BEA MINIMUM GRADE33AND �4° •-• .045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125°THICK AND A36.ALL -t ' �s•'•FjORIOT;•••'G\`'� 0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL '�JS�ONAL EN NN`` • #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 125'X 3.94•X.624' A.LNh4N R4N5t1Ek2,P.E. MULDON FL P.E.#68705 TABLE 12A Mullion Capacity Table bslie m Opening 1Hfdth(forvetUca*spanNrg mWlions)orOpening Halght(for hcd2D10a*spar"rg mW➢ons) g 2 :r 60 to 601n 701. 50 In 9I 1001n 120 in 1401n 160 in M.t.9W 71ap1flmg. R-4.rKpbbr PapfiftV R-WguWr RAW76 4 Ra�azguar T-Almme, Rant-w- lt*vnng. Ra4tpn8Was hapl'txm@. f�e4tmgui3 Ra}17Mang, Ra4tengutar 7DbtTaang. Rectenal+dr 7mpifr+nna 2x4 x.26 Load 9 L aftg Lwd.q 1tmdng Loadng L-gn0 lAedn9 Loading tnadn0 !pads@ Loadn9 Iaa884r9 wa<rae Laadntl Loads@ Loadm9 Loads@ Lowing m AWm.Tube ri �'_ rx` ,�'_ & y'_ 3' $',_ b' v$T.,_ Al �'_ .' Taw TIN!- r a T- i lu Mu61on e $ 11 $ if1 9� 3 d 8 c3 6 � -Iew g c� S113 9 8 !4 c1 119 S !SB 9 g tr� s� tr a a ag g iso} sC) a 4. s ' a ' a� trg tr� g i s t a 421n 17MO 620 1740 435 170M 744 1160 478 170.0 868 170.0 506 170.0 992 1740 610 170.0 111e 170.0 521 170.0 1248 179.0 521 170.0 1460 170,0 521 174.0 1735 170.0 621 170.0 1983 170.0 621 Q W 481n 170.0 708 1740 524 170.0 850 170.,0 584 770.4 992 170.0 630 1me 11133 770.0 881 170.0 1276 170.0 677 770.0 14117 170.0 680 '7740 1700 170.6 W0 170,0 1983 170.0 868 17oo 22'8'7 170.0 680 f0 -1 50126 1. 2708 747 170.0 593 170.0 &96 Wee 631 170.0 1046 170.0 584 170.0 1198 770.0 723 770.0 1346 170.4 747 170.0 14@4 170.0 758 770.0 1793 1705 768 170.0 2492 170.0 7% 170.0 2397 170.0 7% 641n 170.0 T97 110.0 612 170.0 956 170.0 691 170.0 1116 1740 754 170.0 1275 1740 803 170.0 1434 770.0 837 Ina 1594 170.0 858 170.01913 170.0 681 170.0 2231 170.0 861 170.0 2850 770.0 •881DO In 170.0 885 170.0 701 270.0 1083 170.0 797 570.0 1240 7740 876 170.0 Mir 170.0 944 170.0 1594 174.0 996 170.0 17-77 17au lem 770.0 z12s 770.0 1083 171.0 2479 1740 1003 100.8 2680 1740 1063 Z2 m O rn to UJ 6319 1711.0 990 1740 745 170.0 1118 170.0 e% 170.0 1302 1740 940 170,0 748e 170.0 1013 170.0 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1168 l�.J 2553 170.0 1171 143.9 2553 170.0 1171 66 in 170,0 974 170.0 789 170.0 Ilea 170.8 903 170.0 1364 170.0 1002 1740 t5% 5740 1086 1740 t753 170.0 11% 170.0 7949 1740 1210 170.0 2330 170:0 5278 1s1.@ 243] 170,0 1288 732.9 2437 770.0 7288 O 721n 170.0 140 170.0 078 178,0 1276 1740 tong 170.0 1408 170.0 1120 170,0 1700 170.0 1228 470.0 7813 570.0 ims 770.0 2125 5740 1387 149.6 2184 170.4 7488 124.8 2184 170.0 fs28 1083 2184 570.0 1530 7619 170.0 7122 170.0 837 110.0 1348 170.0 1060 170.0 1570 170.0 1209 170.0 7784 1740 1322 1861 7060 170.0 1421 148& 7968 170.0 1%s 123.8 1960 181.8 1548 105.7 1960 1"u4.D 1535 829 1980 762,7 1531 Wt,� tJ S 78 in 170.0 1161 170.0 867 170.0 1361 170.0 1118 170.0 1611 170.8 1250 176.0 1942 474.8 1369' y627 7861 170.0 1474 137,4 iffii 183.1 7%0 174.5 1861 147,3 1473 982 1881 739.6 74ss 86.9 1667 137.8 1454 N 0:2 1 90 In 170.0 1328 1170.0 1144 149.1 1398 f%A 1218 127.8 1388 1340 1738 117.8 7398 121.3 1178 98.4 Y398 11102 1162 89.5 4398 101.8 1147 74.5 1388 89.8 1122 63.0 1308 82] 1105 65.9 7388 B6In 1{7.6 1229 161.5 1096 122.9 1229 177.8 1078 105.3 1228 711.2 1061 et 1229 949 1044 01.9 1229 09,6 1020 73.7 1229 VA 1018 61A 1229 72.2 993 52.7 1229 66.9 877 441 1229 62.1 967 h Z N !cab 103.5 971 105.0 877 843 art 810 882 74.0 971 713 549 64,7 Oil)68.4 837 VA 971 61.8 as 618 971 555 816 43.1 971 49.0 796 37.0. 977 44.0 792 324 971 40.8 771 n � C,4 ;yo�O 711 in 95.4 019 97.3 932 79.5 919 81.9 019 88.1 919 70.8 606 59. et@ 629 794 53.0 819 %.7 I'M 47.7 919 61.8 774 39,7 919 µ,D 7% 34.7 970. 402 742 248 919 57.1 70.2 3 120in 785 781 76.8 Jte 629 786 84.5 703 53.9 786 0.0 693 47.2 706 49,4 See 4t,9 788 44.4 677 37.7 T86 40.5 688 315 789 34.9 653 27.0 786 31.0 641 23,8 798 28.4 631 4a� tL x 2 Y Cn 14419 43.7 648 442 604 344 546 37.0 488 312 646 3t.@ 491 27.3 549 282 465 24.3 646 280. 473 21.8 648 229 474 182 548 18.5 464 15.6 546 173 465 73.7 b49 Ss5 448 y U x Q � � TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: a<eN Z xO O AnchorGaRact FOtae(Iba _. OO R SUbsttat 2.71 coronae 35k Cone. Halon CMU Poled cLtu PTwood Mad Imp-),X�ANCHgR \_ANCHOR CAP.,,,, •��� Ancttar 5t1GE3co v4^ss eco 5rleExa v4•ssEtm a1a574a onzs4eel mst MUWON „/ Type: s+t6•ElcoUmecm v4•EIt0u0racon 3n6•Eieotnssm v0.-6Dcoultracon W (01l gc S WL35) USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED AnchorCllp Pattems Ul0 FJI AggflGaor unrxm q SeC4av Strep EOga Ostarcc{inY Y 2112•' V &v2 3-147• r 2.1121 1^ 2-v21 2• 1 3.118• 2 0.48• 054' 4324• CAPACITY REQUIRED'CORRESPONDING TO ANas complying with the Florida FmtPanmtpn 1314• 13'4" 14W° 1.34^ 2' 1-v4• 111C 1-1/4' 1-v4^ 1-v4' 1-v4^ z 13'8' 1.3re• vales ACTUAL PRESSURE REQUIREMENT FOR THE BttHdingCode 2AnOm Aa76•Mta OX.rsemsao"O9setcupfla 182Y 3901bs 390 TDs 4501as 90 164410% 270 bs I 28D les 354 b9 740R. 374100. 660.90. 9461bs 84l las 44210.1 s5o s0., OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4Archare g2.60^M1n o.c./alan6ant(or oi9ery Cap(Mg.3k 743 It» 740IID 630 lbs ta4511ss 142410 NIA 5so ins WA 6951b� Drq ego b3 WA 6821ba 886 fns tl2ons CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/2612021 BArctires 4$1,71°MIs.QC.l8tan0aN{ar0t64t)C9p tFlg.4Y 888Ibs 050 759 lDS 1948110. N/A NIA 70585 NIA 7991Ds NIA N` WA YO]21ta 1327os - 768016s MULLION.I7 WILL YIELD A MINIMUM ANCHOR 4AMhDM@7MM.QC,7(2)2(SArgleMps/(Ha5Y Tao las SW lbs 15011b5 IBX bs 040 if% 660 ms NIA 760 IM 7461bs :NJA M.A 865 bs 112D ft CAPACITY WHICH'MAY BE USED TO QUALIFY By 6ArcaolsQS•Min.QOr{2)2x5AlIDIeClips/(Rg 6Y 11170.bs 97086 702095 2MMS 2844 b9 81 84 IIb8 NIA 1141104 71221bs 1327167 7684 lba ADDITIONAL ANCHOR OPTIONS FROM THE Mlam a Produet Control 3Amrars®1.34`MM.O.C.i U-CIP,Intn.l2YAnmt f1g 7Y NTA WA WA WA WA NIR WA NIA WA NIA WA OTJ ANCHOR CAPACITY TABLE, 6AMInm®0.64^Mm.O.C.I UZfp,I0Io.12YRuneq BY NIA WA NIA WA WA NIA WA NIA WA N/A WA 211 Ias 2Awhms@26r Wit O.ClFLBpog6Y 370 Ora S700st 315105 743 1b, 7t20r: NIA 280 im WA 348It. NIA 4427ffi we its 3AMIM 01.71•Mn O.w F431p1B@.110E 4431119 525 Be 879IDs 973 IM NIA NIA SWIM NIA 3"M NIA 68d 8u B401ts NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, FIGURE I: FIGUREZ FIGURE 3: FIGURE 4: • • • • • • • • TABLE NOTES: 2000' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR t i t t r t • • • • GENERAL INSTALLATION METHODS. ` *1Y LYNg7 -7'11`11 FIGURE 6: FIGURE 6: 2)LWEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS 15 ALLOWABLE. 4,;�,4`,,,,•'• 1lCENgF•�I��.� 3)MULLION AND MULLION CLIPS SHOWN • e • • • • • • • * LTHEOC ATI ONS FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ONSHE S 211-2&FIGURES SHOW SUGGESTED,APPROXIMATE CT DIENSIONS,SEE SHEETS 21-23.HOLES TO BEDRILIED N 250" 4.000° No.58705 . E NOT TO SCALE.FOR � .tum; FIGURE 7: FIGURE 8: qFI-GU7R-E-9,11 FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO 907 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT %Q.(v ST O C(-7� •: a t -i • • (FIGURES 5&6} (CMU)SHALL CONFORM TO ASTM C-GO.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55. moiMG PAIR&RESS GAUGE7ED u5TRU0TU8RAL STEEL O BE ATTS AND BE A MEASTU 250'THC AND A38TALL ANCHORS INTO MEEL STUDS TO BE A ETAL SHALL EXTEND ATIMUM GRADE 33 IIEAST 3 S6-THICKCREW 2`X4•X 25•MULLION �� �pNAL�N ii •i • THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOF MAY BE STEEL,18-8 S.S.OR 410 9.5. A.0Mq tJIFLL0,P.E. FL P.E,#58705 TABLE 13A A Mullion Capacity Table Iballtx a 3: o Opening Width(forvertlmay-spamirg mullions)or Opening Haight(for horimntally-spm-dng mullions) 5D In 601n 701n 801. BO In 100 In t2➢In 1401n 1001n Rectangda 7tap/Triap. Rectangular TreplTden9. RectenBWar Tra{JTdarp. RectangJar Trai,Mmg. Reciangilar TmplTumg. Rwlano. TFup/Riap, R.ahngular hapMang. RectwW r TmplTdang. Rec14n9Na TwTdan8. �t^ o 2 x 6x 26 leadrq leading Laedna LcadmB LeadingLowing L..&o Loading Leading Lwdlg LoadnB Logdng Leadna Leadna Lcadng Lnadtne Loadln i ..no >m rc Alum.Tuba a a a a n & P r a a a a �• a a a a a a a a �• .f' ?' a ?Y d u. Mullion rR c� v 3 3 3 v v v 9 c9 49 3 v v v v 33 a v 6 3 e N a� s� s9 k s g• 9� s� a� g s� a s� _� z v � a :Ea .2 �� I� �� � �8 �� �� �� �� s� �� �� �� �� �x �� se � �� � �� �� �� �� �� �� � Z �r� w 42 in 170.0 ego 170.0 435 170.0 704 1740 478 1740 658 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 1740 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1993 170.0 621 w J W 481. 174D 708 170.0 524 170.0 850 170.0[170.0 092 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 1740 880 170.0 1700 170.0 680 170.0 ISM 170.0 680 170.0 2257 170.0 6s0 11.111 In 170.0 747 170.0 583 170.0 808 170.00.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 758 170.0'2092 170.0 759 170.0 23391 170.0 758 (Y s 54 In 170,0 797 1740 612 17D,D 958 170.070.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 16.94 170.0 658 170.0 1913 170.0 601 170.0 7231 170.0 661 170.0 2550 1740 881 O w p to K m 80b 170.0 885 170.0 711 170.0 1063 170.070.0 1240 170.0 878 170.0 1417 170.0 014 170.0 1394 170.0 988 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1063 170.0 2833 170.0 1083 �- (gyp CD 63117 170.0 030 1.a 745 170.0 1116 170.070.0 1302 170.0 090 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 17ob 2231 170.0 1169 170.0 2503 170.0 1171 170.0 2875 170.0 1171 Z 4: 681. 170.0 974 170,0 789 170.0 1169 170.070.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2336 170.0 1275 170.0 2727 170.0 1288 170.0 3177 170.0 1286 Z Z (� m U CO 72 in 170.0- 708:1, 170.0 879 170.0 1275' 170,0740 1488 170.0 N28 170.0 1700 170.0 1728 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1/88 170.0 2875 170,0 1528 170.0 3100 170.0 1530 W j mO 7B in 170.0 1172 170.0 937 170.0 1346 170.070.0 1570 171.0 1209 170.0 1704 170.0 1372 170.0 2019 170.0 1421 170.0 2243 170.0 1605 170.6 2592 170.0 1679 170;0 3140 170.0 1694 170.0 3599 170.0 1705 � J all C3 aZ N ¢ J - 1`- 967 f 78117 170.0 1151 170.0 967 170.0 1381 170.070.0 1611 170.0 1250 170.0 1812 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.D 1584 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1706 70 2z ~ J 90b 170.0 1326 170.0 11M 170.0 1584 170.0 70.0 1869 1740 1498 170.0 2125 170.0 1553 1740 2391 170.0 1793 170.0 2658 170.0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 2273 1365 3413 170.0 2361 Z 'Z Q N 9811 170.0 1417 170.0 1232 170A 1700 170.0 1434 1MA 1883 170.0 1822 178.1 2267 170.0 1784 170.0 2550 170.0 1952 170.0 2333 1740 2095 160.0 3199 170.0 2330 137.1 3199 160.8 2470 120.0 3199 158.1 2428 a I-- dZ O m0 1081n 170.0 1594 Una 1409 170.0 1918 170.0 1547 170.0 2231 170.0 187D 170.0 2550 770.0 2075 164.8 12701170.0C2271148.3 2781 161.9 2333 123.8 2781 140.4 2281 105.9 2791 125.9 2234 92.7 2781 116.0 2160 U)111117 170.0 1638 170.0 1434 170.0 198fi 170.0 1700 170.0 2293 170.0 1932 170.0 2821 170.0 2148 151.8 2672 1484 2216 113.6 2832 128.0 21e0 87.8 2832 115.1 2126 85.4 2872 108.3 2098 N X 1201n 170.0 1771 170.0 7596 170.0 2125 170.0 1859 154.4 72M 1599 1981 135.1 2252 141.4 1884 120.1 2252 1181 1915 9412252 99.8 1872 772 2252 88.9 1836 67.8 2252 IIIA 1808 X 1441. 125.1 1564 123.8 1445 104.3 1564 106.1 1425 89.4 1564 BIS 1407 782 1564 60,7 1380 645 1564 65.7 1338 321 1564 56.0 1330 44.7 1557 492 1305 39.1 1569 444 1283 Q N Z..0 0 TABLE13B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Jibe) v ffi y ANCHOR CAP.�,,,,�, o �-� 9ub5hae: 27k Carc4ele 3.5k Cana. Nollaw CMU POad CMU PT Wood MeW (DP_)X( )=ANCHOR CAP.,,o 5/1B•Eloa 1M•sSEmo5/WE1c 1/4.38Eka 010stul •i2ste.i 412stmi MULLIONCAP.,m•,•, PRODUCT REVISED Anchor CUP Patterns AnctprT7Pr+: 3116-EI--Ul6acon tla•ElcO Ulbmm 3'16•Elan UltMen 1/4•Eico,136ocon ultrxDn AagreGamr Unr4con A(NreGemr suety(G5)Screw(G5) screw(as) USE THIS FORMULA TO OBTAIN THE'ANCHOR as gceruild, izIN with the Florida Edge Osiawe Eng 1• alrr t• 2-1rr 3.118• r 24/2• r ate• Y 3415• Y 0.48• 0.64• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN Building Cod. EmbedmCnl 1170 1074` 1.357' 1014• la/d' z 1-1/7 1-114' 1.Iw 1-114' fd/d^ t-v4• Y 1a/O' tare' .dcd ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2ADGhOB®4.75'Min.o.G/91arNald uDRset Clip(F19.182): 390 m. 39016. 450me a90 ms 1841 ms 270@. 200 lbs 364Ibs 740 ms 374IW 664155 948163 341 Ibo 4121b3 5B0Ib. OPENING,WHEN R IS LOWER THAN THE M ULL ION Expiration Date 05/26/2021 4 Men-Q 4.68•Min O.C./standard(of Oftel)CIIp(Fig.3): 780 m. 780 Ibs 900 IM 178016. 323211. 540 ms 560 Ib. 708 ms 14800. 748 ft 12721bs 18921b. 882 me 685 Ib. 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED eMcha•®1.77.9617 o.G/smndam(or oDsel)clip fflg.4g 1180Ibs 1400 Ibs Tom ms 25951bs WA WA 940 ms WA 1065 It_ WA WA WA 1363 I 1770 m. 2240160 MULLION.IT WILL YIELDAMINIMUM ANCHOR By 4 Anatlae o9 3•Wn O.G/R12x5 Mum Cops/ffm.Sg 78001. 780 m. 660 Ibe 1560Ibs 1896 ma 540 ms 560Ins WA 760160 748165 880 ma 1892157 882165 885165 1120Ibs CAPACITY WHICH MAYBE USED TO QUALIFY Miami- ale,Fftduet Control B ME TUlm O.C./R)2x5 Aipb Cops/(Fla.6g 1560160 1560 lbs 1360 me 3771116s 3782 Be 1080 ma 1120 ma WA 1521160 1406 ms 7700 ms 3184160 7%11Rv 17701b3 2240@. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Amhu.®15•Min O.G/(2)213 Anglo Cope/ft.7): 1860 570 2100 lbs 1410 m3 3180 Ib. WA WA 1370 ms WA 1500165 WA 4A WA 2045 ms 2654 Ib. 33601b. ANCHOR CAPACITY TABLE 4 Amha.421.34.•Un.O.G/LLd,1.10.125•Ahan.(Fig.6): WA WA WA WA WA WA "I WA WA WA WA WA WA NI 1430 me 8 Amhas 410.84•Mm.O.C./Nip,@1.,125"Alum.OR..ag WA WA WA WA WA WA WA WA WA WA WA WA WA WA fit lbs 1--2000'--i 2 Anda.®4.1;Nln.C,C7 Ftp(Fb.tog 39011@ 39D ms 45016. a9/ms 1616 ms 270 IN 280169 35416. 740 b3 974 IW 636013 ode IW '311 Ibs 4a71ha 560 ms 4 Anal@.®1.71•N>n•o.w F-Cep(eig,11k 59016. 700 ms 505165 1298160 WA WA 470160 WA 8171.1 WA NIA N!A 602169 B851ts 11201da .250' NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES; FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIG 11RE 11: 1 SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • ° • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. vv11 /72, • ��. oNy LYNN • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000" • • • Q;' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS •'. C • • • ° • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No,5870.5 FIGURE 5: FIGURE 6: FIGURE 7: • SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ /1 ANGLE "0 � • • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED j j•-: >,� (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BEPRESSURE-TREATED :�,n'•., SATE • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' ��s'•.;°<ORLD?.•''G\��` MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO �r�S/� EN • • • • • • • • USED IN BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 4 PAIRS. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEI,18-8 S.S.OR 410 S.S. 2•X fi'ON A.LNNJ�J t�Q�hEf�',hP.E MULLION FL P.E.#58705 TABLE 14A 0 � MulBon Capacity Table s162 n $_ Opening Width(for vertlraly-sparetilg mUlonB)a r Opening Height(for hodmrtlaly-spanni g mumons) C so In Sol. 701n 801n 90 In 1001n 120 in 1401n 1601n fix-?'-. o Root-01-1 TMPrrdang. Redalgdar T2prrdan9 Redagular TapTiarg. Reotengula7 Tnprrdarg. Redan9War TMprrdara. Red ngX" TruyManq Rectangular Trepnhara Rectangular Traprrda.; RactagWar 7mpTiang. caF .wl... 126"x2.1 t" Ldig loading Lading loading Loading Lcadng Loading Lmdig U dlrg Loadrg Loading Loading L4od'ug Loading loading Loading Loading Loading Lo x.125"Ala Mullm qG �a g �g N drd � dr ny a Zg 2 � dry E"L d3 did f6 d`ay � H c dB d d �� d �2c �. 6 3 l!) �Q� ! s I z LU (' 1 421n 1442 528 167.0 428 1242 �8 148.9 418 1030 628 13flB 414 90.1 516 134.6 411 80.1 628 1341 411 721 676 1341 411 60.1 576 1341 411 81.3 528 734.7 411 45.1 528 134.1 411 N � I J 48 In 96.6 4W 108.0 333 80.5 4W 947 327 69.0 4W 88.9 320 fi0.4 4W 61.4 317 63.7 4W 761 315 483 403 786 319 40.7 9W T8.0 314 345" 4W 768 314 30.2 4W 78.8 314 D 50.625[a 87.3 382 97.0 307 m,8 362 79.3 734 5a8 382 71.9 289 57.5 362, 67.2 286 45.7 362 64.6 284 41.2 362 838 283 30.3 382 6:t.6 203 244 362 835 283 75.7 362 e35 289 541n 67.8 318 74.1 267 66.5 318 64.2 261 486 318 57.7 258 424 318 63.5 253 37.7 316 m.8 25d 339 319 419 249 283 316 49.1 248 24.2 318 49.1 248 21.2 318 49,1 248 0 LUCD a 60 In 49.5 258 63.1 219 41.2 258 457 214 363 268 40.7 210 90.9 268 37.2 207 27.5 268 34.0 204 247 758 334 203 20.6 258 32.2 201 17.7 258 322 201 165 268 32.2 201 (� m LLI F- U co U 3 831n 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 267 234 31.5 189 23.7 234 29.4 186 21,4 234 280 184 17.8 234 28,8 183 15.3 234 26.5 189 13,4 234 28.5 163 W Z 2 55 In. 372 213 38.4 183 31.0 213 33.T 179 28.5 213 29.B 176 232 213 27.0 173 200 213 25.1 170 18.6 213 23.7 169 156 213 22.2 167 13.3 213 220 160 11.8 213 220 166 Z (D d m = Z_ z $6C7 721n 28.6 178 30.1 165 23.8 179 268 762 20.4 1T8 729 tog 17.9 778 20.3 147 ifi.9 178 18.7 145 w j�' ml7 78 in 2A.3 187 25.4 140 20.3 181 21.6 197 17.4 161 19.0 136 152 161 17.0 133 K J �o t`i ttZ i 781n 725 162 235 133 16.8 152 19.9 131 161 162 17.5 128 7 Q rn 1 ~ � t TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: H ¢ Z N I AnchorCepeuty Table s o X a co m i ANCHOR CAP.,,,,,,,, 3tmV4IC 2.7k Cmcmte 3.5k Cmc. HOW CMU Red CMU P7 Woo0 Mda (DP_)Xr ANCHOR CAP.w° a g0 m0 `MULLION CAP..,,,"„� r SI16'Eko 1/4°SS Elco 6/16'EEo 1/4'Be Elco p10 Stetl 812 St�1 4725tetl N ArcOor TypC�M.0 ExO Nlracm 1/T Elcotmmcm 3171*Exo Ua2ton tw•Elco Ultracon Anchor Clip P finis Unra<m AggeGator UIUMW AggeGaor screw(G6)sora(c6) screw(os) USE THIS FORMULA TO OBTAIN THE"ANCHOR N Eote mlmrce0nk 2-177 1• 2-1? 3x18• t• 2-v7 t• a12' Z. 3-115° 7 0.48- o.5a• D.32C CAPACITY REQUIRED'CORRESPONDING TO AN 8 N rp on6m6sd nk • 1a7m tau• taw° 7 t-vr 7.114• 1•vP. 1-va° 1-114• t-v4• 7 1-38• fare vada ' ACTUAL PRESSURE REQUIREMENT FOR THE U a Q 4arsrors®3.0.86 O.c/(q asagle C7�5/(Flg.tks 7m ms molts 15®ma 18as tx s4D� ISMS WA 7®9n 74B Its m01ro tm2 uc seams e65us u351rs OPENING,WHEN IT IS LOWER THAN THE MULLION c9 Q..� z O p CAPACITY(FROM THE TABLE)OF THE SELECTED n-` goCO (n I MULLION.IT WILL YIELD A MINIMUM ANCHOROf '� CAPACITY WHICH MAYBE USED TO QUALIFY U � ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED ascom 1yln with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 j TABLE NOTES: ByMlaml-Dell Produc Control 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I--1,2fi8'-i 11 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.119 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, ANGLE CLIP MUST BE USED IN PAIRS. .125" 171 11 t 11 r 7 CCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-93.SHALL CONFORM TO ACI 301 WOOD SHALL BE PREssu���-rED r `\�.LLED �apNY LY NNS/ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125° I ` ��;:'•LICENSE �( THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045°THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 1.26"X 2.11•X.125"MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =* N0,68705 THE MATERIAL#10 8 x712 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. ATE A.Ll/6N MI R,P.E. FL P.E.#58705 TABLEI5A ' Mullion Capacity Tablo(lb6&t1) Opening Width(forvsrtically-spantdng mUllons)or Opening Hole lit(for horizorllally4apanrdrg mUncm) e' 50 In 60 in 70 In So I. Sol. 1001n 1271. 1401n 1601. 1'r Reepnlpllm Tr�Tdatg. ReeNngulEr TraplIalm. Reaengular 7FapTd-9. Rectangtdar Ta O praimra• R=NngUls Tmprillf RactangLd. Trprolang. Rita ler TIWTdelq• Rao..91dm Tmplyd-g. Rcclangulu Thi7✓Ideng. 5 y 325"30 Laadng Laedrg Leadng L..&ng �g L44dag L.adng Laodna L-efing Laedn. Laadng Load.9 Iuad(n9 Laadn9 Loadn9 L.&j; L.adm 16.6.1.5 DEG.AL r r r a r a p r r r r _ r ;=• r r r_ r a r r r x ^ r r d s J aRS, $ 5 16115 2m' t 294-$g 6d� 123 P$a mg � 5 5zBAYMULL BggB�� d £ U 0 42 In 170.0 620 170.0 435 170.0 744 170.0 478 1709 868 170.0 606 1709 992 170.0 519 170.0 7176 170.0 621 170.0 1240 170.0 521 170.0 14138 170.0 621 170.0 1735 170.0 621 149.1 1740 170.0 621 J = J 40 In 170.0 708 170,0 524 170.0 860 1 170.0 586 170.0 892 170.1) 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170,0 W7 170.0 1 650 152.2 152=2 170.0 680 130.5 ISM 170.0 6110 114.2 1572 170.0 600 N 7 <n 9 = 50.fi26N 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1018 17DA 604 1709 1193 170.0 723 170.1) 1345 1700 747 7642 1413 170.0 766 7389 7443 170.0 756 117.3 1443 170.0 768 1026 1413 770.0 766 W 51N 170.0 787 170.0 812 170.0 956 170,0 691 170.0 ills 170.0 754 170,0 1275 170.0 Bal 160.4 1353 170.0 837 144,3 1353 170.0 868 1203 1353 170,0 861 103.1 1353 170.0 861 80.2 1353 1 170.0 a81 K LO CO 0 W 60 In 1170.01 885 170.0 TDI 170.0 1063 170.0 797 167.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 936 1169 1218 1521 924 97.4 1218 146.1 913 83.5 MIS 146.1 919 1 73.1 1218 146.1 813 63 in 170.0 930 170.0 745 170.0 We 170.0 650 150.2 1150 168.0 833 131A 1150 153.0 914 116.8 1160 141.9 899 105.1 1150 1342 age 879 1150 126.7 871 75,1 1150 1262 670 65.7 1150 1262 970 W Z � 1L m i {iy Win 170,0 974 170.0 799 152.4 tae 165.8 eel 130.e t04a 148.8 W4 1143 tae 133.1 Bea 101.6 tae 1234 me 91.4 tab 1169 830 762 1048 109A 821 65.3 1048 1082 BID 57.1 1045 108.2 510 Z Pg V �c 72 N 140.8 880 147.9 M4 117A 660 126.0 748 NMI) 880 110.8 734 88,0 880 100.0 722 78.2 880 92.0 712 70.4 880 862� 703 56.7 BBD 792 693 50,3 080- 76.5 685 44.0 880 76.4 683 !9 � J� L��' IQ 76 in 119.7 790 125,1 We 99.0 790 100.4 876 65.5 790 93.3 663 74.8 790 83.9 652 66.5 790 769 613 599 780 71.7 B35 49.9 790 65.1 624 42.8 790 62.1 619 37.4 790 61.5 617 J = r2Z 7 Q Z r 791n 110.8 750 116.5 s57 923 750 98.1 644 79.1 760 Me sit 69.2 750 TTA 021 01.6 760 70,0 612 55.4 760 65,7 605 462 760 59.4 594 39.6 750 SB-2 588 U.S 760 65.6 SW 2 F- Q Q � � Do 1' 721 US 74.4 San 60.1 563 628 491 51.5 563 34.0 483 ALL 567 489 475 40.1 50 44.4 488 36,7 567 40.9 402 30.0' 597 36,2 452 25.9 693 33,3 445 223 583 31.5 442 f Q m Z N r 90 in 59A 495 61,1 443 49.5 495 51.5 435 42A 495 44.8 427 37.1 495 399 421 33.0 405 36-1 415 29.7 485 772 408 24.8 497 29.1 400 21.2 493 20.6 394 18.6 495 25.0 300 a (p W q i�qo U) imIN In 41,7 '391 42.6 353 34.8 391 35.8 346 29.8 381 31.1 312 26.1 391 27.6 337 232 391 24.9 333 20.8 391 22a 328 17.4 391 19.7 321 14.9 391 17.8 315 .�- ,i �_ 111 N 384 370 382 375 32.0 370 33.0 330 275 370 28.6 325 24,0 U-I CD 370 25.3 320 21,4 370 22.8 316 192 370 20.9 312 16.0 370 18.1 305 R W Y oY ® ❑ to 720 N 30.4 317 30,9 289 25.3 317 26.0 284 21.7 317 22.5 250 19.0 317 19.8 276 16.9 317 17.9 Zr4 V a Q 1441. 17.6 22D 17.8 203 d z m 1n In TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: of U J� �� An or Capacity Table Obs) ANCHOR CAP,•,ej,,,, Suimte 2.71,Centrale 3.5k Cone. Fall-cmu FIDad CMU PTWaW WIW (DP-); � �=ANCHOR CAP.,, PRODUCT REVISED 6116'151m V4'38 Ela 5/1a'EISA TH'SS Elea 110 Sled *126teal 8125ted MULLION CAP,,,e1,,,, Awl7arrypc 3118Eao NYxan 114'Elco URaem 3�t6'Elco ulUacon 1/4•Eft ulDaern as complyingg with the Florida Anchor Clip Patterns U8me. ..G.W Umacan Agorecalm 5..(c5)Screw(G5) earew(/i5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Building Ca o yin Edge Dlstance onp t• 2.12' 1' 2.1/7 3.118" 1' 2-12' 1' 2-12' Z. 3-1/B' T 0.48' 0.5C 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17.0630.01 Embedment(Ny 1-3/4' I-3/4' 1J/4" 13/4• 2' 1-1/4' 1-1/4' 1.114' 1-1/4' 1-1/4' 1-1/4' r 1-318' I-Ta* carie, ACTUAL PRESSURE REQUIREMENT FOR THE 2A,eh-a 5'Min.O.C.1(2)2.5 Angle Cop,/(F7g.T7. 390 m, ase ma q3o lb e 890 ea 1700 ua U.ms leo Ib, 354 Ma 740166 374 as 7201., 946 me 641 m, 442Ihs 5so ma OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Archon®35'Mtn O.C./RJ 215 Anel.Lip./(Fig.2): 780 m, 7110 lba 790 lbs 1670 ms 2525 ma Soo ma Seo ma N/A 112D ms 748 ms SW ma IBM 86. 662 ms Bea Iba 1720149 CAPACITY(FROM THE TABLE)OF THE SELECTED B e Anchom Q 2.71'Mln H/R)2k5 Angle Q /0=19,3): Alza lbs 1120166 BSB m, 22-061W 226496. WA 8401bs WA 1059116. WA 13209. WA 1022116. 7327 ms 1666.roe MULLION.IT WILL YIELDAMINIMUM ANCHOR y CAPACITY WHICH MAY BE USED TO QUALIFY MLami-e a Product Control - ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: TABLE NOTES: El 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11 t 111 I i l 117 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEESHEE7S 21-23. '125" \\1 ()•••...•NN a o a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30, '�'�.-'A,10ENyP ✓/(��� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROU r-FILLED 3.250' ^�- N0.58705 =_ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED a e o YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' Z ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BE S0.BAY �O•• S A7E 7 ((/�: LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION 'n 't4 • Ir THE MATERIAL.410&#12ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. �C�S1 '•, ORID1;.-•' ANGLE CLIP(FIGURES 13)MUST BE USED IN PAIRS. ,'/rS'ONAL t�NG`` A.LYtll�ll)AILLEK P.E. FL P.E.#58705 TABLE 16A ® � Mullion Capacity Table bsV 2 Opening Width Oar wrlicabspanring mtdfions)or Opening Height(1ar 1vrlmr1a*sparinirg marls) C d SO in s0 in 701n BO In BOM I in 1 120 In 140 in ISOIn O Rmtenguler I mvfTdang. ReclenNar Tmprrdarl9. Redagul TrapRdalg•[17 nO Tnq,7dang. p-imgula, mapRdang. Reciallmdar TnVTdartq, Rcetenlvl Tlaprrderig, Rectengu16r TrepRdang• Rectmlgde, TmWlliene• +� 325"45 Lca U g Loadng Loading L®dtng Loadme Leadingding Leading Ldadng Idadng Leafn9 U anu L-Ing Loading Loading Laadng Ldedng /awing u . DEG.AL a z• x z• t x a .• F z z: r a ft BAYMULL v.. ., ti _ ,. '_ Aa �-. as a.. L .s •F ' _� w12 1- 9 �rc m sp a f Z421. 170.0 620 170.0 435 170.0 744 170.e 478 170.0 1168 170.0 506 992 170.0 519 1700 Ilia 170.0 521 170.0 1240 170,0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 1700 521 m O48 m 170,0 708 170,0 624 170.0 NO 1700 584 170.0 892 170.0 830 1133 170,0 681 1700 1275 170,0 677 170.0 1417 170.0 690 163.7 1837 170.9 680 140.3 1637 170.0 ON 122.8 1037 170.0 We D rn50.6251n 170.0 747 170.D 583 VI]b 858 170.0 631 170.0 1046 170.0 W4 1195 170.0 723 170,0 1345 170.0 747 170.0 1484 170.0 756' 147.1 1552 170.0 758 128.1 1552 170.0 756 110A 1552 170.0 756 _ S t0 W541n 170.0 797 170.0 612. 170.0 956 170.0 681 1700 1116 170.0 754 IV$ 170,0 603 170.0 1434 170.0 837 1552 1455 170.0 858 128.3 1455 •170.0 861- 110.8 1455 170,0 861 87.0 1455 170.0 Set R m M W601n 170.0 BSS 170,0 701 170.1) 1063 170.0 797 170.0 1240 170.0 078 13N 170.0 944 138.7 1309 170.0 996 125,7 1309 153.5 094 104.6 1308 157.1 682 69.6 13M 157.1 882 78.8 1309 167.1 982 � F- L)63 In 170.0 830 1TOA 745 170,0 1118 170.0 650 1629 1247 170.0 940 1747 164.5 983 12e.7 1247 1528 965 114.0 1247 144,3 B62 95.1) 1247 1382 936 BIA 1247 135.7 935 71.3 1247 135.7 9:535 C) W 66 in 170,0 974 170.0 780 170.0 1189 170.0 803 118,4 1190 183.7 985 129.8 1180 147.9 945 115.4 1180 136.5 528 103,8 1190 128.4 814 86.8 1180 119.5 888 742 1180 110.1 683 84.9 1190 118,1 893 Z U ze m eU mP722161.6 1010 169.9 977 134.7 1010 144.6 858 '115.0 foto 1272 842' 101.0 1010 114.7 878 Bae 1010 1D5.8 817 80.8' foto Sae 607 67.3 1010 90.6 795 67.7 1010 87.8 760 50.5 1010 87.7 789 J t 0. 137.4 006 4x3.8 792 114.5 908 1220 775 98.1 906 107.1 761 E5.9 865 982 749 76.3 908 862 738 88.7 908 823 729 57.3 806 74.7 716 49.1 906 71.2 710 429 906 70.6 708 `�Q E127.1 961 132.fi 754 1059 881 112.5 738 90.11 681 98.0 725 79.4 861 88.5 713 me eel 81.0 703 63.8 Bet 75.4 6% 53.0 961 58.1 681 45A 851 54.5 075 39.7 861 53.7 67282.7 648 85.4 574 68.9 640 721 564 59.1 646 62.9 554 51.7 W 501 545 48.0 646 50.8 537 41.4 848 47.0 530 34.5 648 415 518 29.5 816 382 $11 25.9 646 36.5 5137682 ON 70.1 505 56.6 ON 59.1 499 48.7 588 51.4 481 426 568 45.8 483 37.9 560 41.4 478 34.1 568 381 470 28,4 568 33.4 959 24,9 666 30.5 452 21.3 589 28.7 d4T a Ln jo� 0 47.9 449 46.9 405 39.9 449 412 399 342 449 35.7 393 28.8 449 31.7 381 26.6 449 208 382 23.9 449 281 377 20.0 449 22.7 368 17.1 449 20.4 381 15,0 419 189 356 � a c o Lu 1111n 44,1 425 46.0 385 36.8 425 37.9 379 31.5 425 Mil 373 27.9 425 29.1 361 24.5 42S 282 352 22,1 425 24,0 358 18.4 425 20.7 350 15.8 425 18.8 343 ® �' 120111 34.9 304 33.9 331 28.1' 364 29.8 326 249 384 25.8 321 21.8 364 228 317 19.4 384 20.5 313 1T.S 304 147 309 () 10 ¢ O 144 In 20_.2 253 20.4 233 18,8 253 17.1 23.0 ¢ D¢,e V Z�r/1 (>) TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: n i Anchor Capacity Table jibs) ANCHOR CAP.,,,,"„ sw.b.le: 2.7k Cmmeto 36k Conn Hou-CMU Filled CMU PTWood Meld (DP,)X( )=ANCHOR CAP.,,, 5'16'Eka V4'SSEle.e/18'Meo lWSSEleo 41OSteel 612stdal 912Stee MULLIONCAP.,m,,,", PRODUCT REVISED AncMr Typa 3116°Etco UlVacon 114'Eko UOraoon Ulbacon 9ItC Eke Ultrac.n 114'Eke Ultaaon AOlpe. ultma.n Agmrator Su (GS)tlo w(G5) S-LG5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Anchor COp Patterns Bullding Code raw 01.1once Onk 1' 2-12 1' 2.112" 1718' t• 2-v2' f' 2.1/2^ 2' 1116 T 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01 Embed erdmg 1314• 1-314• 13X4• 1314• r 1-v4• 1-v4• t•W 1.1/4• t-v4' 1.114• 7 1310' 13ra• Cedes ACTUAL PRESSURE REQUIREMENT FOR THE zanct9as 415'h9n o.c.l(2)zRs arrete Gyps I(mg.1): iso ms 390 bs asoma as0 ms no0los z7o Its zea 181 354 700165 374 ibs no ies sae ma 341 uu 44z les Seg to OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Armlua Q 39•Min O.C.I(2)2X5 Angle t2lps I(Fig..4 760 M 780 IM 790160 I 1670 ma 2525 ms 540 ms 560 Its WA I 11201W 748 lb. NOW. 1992 me Boz ms 9es roe 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED 6 AnUww 0 271•Min O.Q I(2)915 Anefe Clips l(Fat.3y; 1120 ma 11201h 956160 1 22461b. 2254 utt WA 1 840 90 I NIA I 10591ba WA 1320 lb. Wa toz2lbs 13271be Im m. MULLION.IT WILL YIELD A MINIMUM ANCHOR BY CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da roduct Control i - ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACTTYTABLE, FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. - �t�t Nil LYN III% HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125" 45° ���aO,.. E N� EA • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��. 1,ICENgF•;�((��i Q. 41 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.2 _A: Nn,58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125" "0 _ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ` LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND BAY • THE MATERIAL,#108#12 ANCHORS INTO WOOD MAYBE STEEL,1&B S.S.OR 410 S.S. to Mu WON :�,P'•., TATE ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.ILIYNN1ry1114 P.E. FL P.E.#58705 i ) i-"1AW"moi F^1.250'"1 n v� 1,266°--1 � L f � 375" 2.750" .125' .125' 2.750" 1 3.125° .925" 3.186 -,125' 125' 26" 2OODW 20L1I .126• 216 .126° 266" 375 12 N z -0sao ' UJI UV u _ � 9Q0" y 1'X2'X.125"MULLION 1'X2"X,375'MULLION 1'X2.75"X.376'MULUON I*X2.75"X.650"MULLION 1'X3.12u"X.5"MUWON 1.25"X3.188"X 265'MULLION 1.26"XZIVX.126"MUWON _j f/) 806376 SECTI N H08346 SECTI N 008346 ALUM. 6063-TS ALUM, 6063-T6 ALUM. 6�3-TOALUM. 505376 ALUM. 2 Q a X-SECTION X-SECTION XSECTION X-SECTION X-SECTION XSECTION X-SECTION G W O co z m rh r-.125" '{."I6° CWS. II (r TABLE A Z j W d m 2.000• 6063-STANDARD 78AL MP iI 2.125" ` 6 633-T6ALUUM. Dimension Value{In) For Mullion: �CLIP g � $ Q XSECTION t U-CLIP 2.000" XSECTION g C3 I 6063-T6 ALUM, A 1.625 N 1 Q, 1z . h .125" XSECTION .125" B ,2,854 1°X2 x.125" 7 Q r J G 0.895 Aluminum z Z U Tube Mullion ¢ z cy o z D .. 0.740 125• a U) Q so C> .740" A 1,125 n N 2�+ 5.500" 8 2 4 1°X2"X.375° N W O UTHERETO Aluminum a .375° -'�-`t_CCREATE F-CLIP,SEE MIN. re 5.000•-•-------i Tube Mullion = U „� 3.125° F+- C 0.635 MIN- DETAIL F,SHEET4 .. .376"MIN. D 0.490 O a,.G z O .598°MIN. r-------'1 r-------r r-------------------- A 1.875 1•X2,75"°X o m�a I I I I q A I U-CLIP A I-.-..__�- B 3.000 m L" -----J L------•-J 6063-T'6 ALUM. `- ------------------1 .375 Aluminum TOPVIEW 2XSANGLECLIP C 0.757 Tube Mullion 6063-T6 ALUM. D 1118 PRODUCTREVISED STANDARD CLIP TOPVIEW as com 1 In with the FloNda CENTER OF ANCHOR HOLE MUST LIEWITHIN THE A 1.312 Building Code 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 518 FORTHE B 3 QQO 1"X2.75"X NDA-No. 17-0630.01 CENTER OF ANCHOR HOLE MUST LIE TOPVIEW Z NTER OF ANCHOR ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR Expiration Date 05126)2021 WITHIN THE DASHED BOUNDARY.SEE LE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/18'. SHEETS 5.97 FOR THE ANCHOR O.C. ITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 083$ Tube Mullion BY DIAMETER;ANCHOR DIAMETER+1118". SHEETS 597 FORTHE M1am Pro uctContro�- " ANCHOR O.C. TA$LEB A 2000 -� DISTANCE MAXIMUM V X3.125°x PGT Pnrt# 5,500° ,375. ANCHOR HOLE LE Muit Dimension(shoat#) V-0 .500'Alum DIAMETER:ANCHOR Mullion Std.Cli Offset CII U-Clip Angle Clip C Mug .375° MIN. DIAMETER+1/16° P P P 9 P D MIN. 1"X2"X.125°{a) 6660.5 e6B113M 6661118M 666243M 666511M A 2,626 ----- -------I------------- V X2"X.375"(6) 666OD6 666114M 16661119M 666244M 666512M 8 3.262 1.251 X 3.1881 V X2.75"X.375"(7) 66607 666115M 6661120M 666245M 6WB13M C 0.862 X.265°Aium Tube Mull --- --- D i B 1"X2.75"X.650"(8) 66608 666116M 6661121M 6M4BM 666514M D 1.762 \`111 r/ 1.26"x2.11°X .� YLY /,, 1"X3.125"X.504°(9) 66WM 6881116M 6681114M 666242M 6WS15M *� �pN ...NrV 1.26'X 3,188'X.265"(12) 66641M 6661117M 68$l113M 666241M 666516M A 1.813 .121°Alum `�C°•.'4�QENSF - 1.26"X2.11"X.125'(16) 69370 WA WA WA 6WS17M y{ No.5870.5 = O OFFSET CLIP ALUM. NOTES: .125° 8063.76 PLUM - I TO VIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .740°-1�---��+i ''f•'• �i": re 2}SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. ez N 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A•Lll1I� fyT} FL P. 8705 --{ 1.000° f•^ -'j 1.000" ' 1.062'-1� i; -.{I 740" .385" i I' ~ .063" .062• 062° o .438° `IIIA' I I V rc 4.000" I '726'STANDARD CLIP 2.125° ^Y 4.000° 4.000" 2.625" 2.000" 6063-T6 ALUM. U-CLIP 2,�"LX.-IONM >i XSECTION .125° 1 1 6083-T6 ALUM. ,125° 04 .126" X-SECTION a U .125" .125' F- .031° .125' O W CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J O .125' 155° DASHED BOUNDARY.SEE SHEETS 10.21)FOR THE f) 375° 375• ANCHOR O.C.DISTANCE MAXIMUM ANCHOR O_e = HOLE DL A1EfER:ANCHOR DIAMETER+1116'. W in C,o 1'X 4'X.126" VX 4"X.375' 1'X4°X.376" 6.500° MULLION MULLION 'T"-MUWON CUTHERETO 5.000° I 375° Q (MD CD 8083-TB ALUM. 6063-TB ALUM. 6063-T6 ALUM. 37� 3.125'-�j_CREATE F-CLIP,SEE '375" �r MIN. (n Z X-SECTION XSECTION XSECTION MIN 1 DETl1d F.SHEET I Z y.• Q o:ar ax 1.260• .375" Z LU m = 1.594° v o"'• 1.594° r_______r I r_______� CENTER OF r_________ ___________i .375" I I I I I ANCHOR HOLE I •I MIN. O O r O'1 I I I I I MUST LIE WITHIN J d Z I I I I THEDASHED I 1 Q J 1 I I I BOUNDARY.SEE I I 1- I I 1I I I F SHEETS 10.17 1 I Z O ¢ N 2.876"4 T --'- 1 I -4- 4 FORTHEZ F 7--------j 4 F Z�.Im 'm ANCHOR O.C. Q 1 I y y1 mO%O 3,2�p11 I I I I F DISTANCE. L- .100, 9.94° co MAXIMUM .100° W O I I I i 1 ANCHOR HOLE co DIAMETER: 1 I CO .100° L Z.E ------_J L_______I ANCHOR L---------------------j U U DIAMETER d z _. 0 .100' ,6.24° 2X5 ANGLE CLIP �s "0 s0 820" 820" N 624° rt STANDARD CLIP U-CLIP 6063-T6 ALUM. 110I.R R OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. (1063-T6 ALUM. TOPVIEW o � 1.260° 1250° �-{ .820• F--- TOPVIEW TOPVIEW THE DASHED BOUNDARY.SEE PRODUCT REVISED 1251 X 9.25X.100' 125°X3.25°X.624" 1.25'X 3.94'X.624° SHEETS 10-17 FOR THE ANCHOR O.C. TABLE TABLE C,COOT. as cora 1 Ing with the Florida MULLION MULLION MULLION kZE'r�R MUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(in)For Mullion: Building Oodo 6005-T5 ALUM. 6005-T6 ALUM. 80 MULLION ALUM. HOR DIAMETER+1116'. NOA-Ho. 17-0630,01 X-SECTION X-SECTION F 3.687 1" C4"X F 1.838 1.25'X3.9' X-SECTION G 1.000 .125" G 0.500 X.824' o Expiration Date 05/2612021 H 2680 Aluminum H 1.438 Aluminum x469" 5.5001, 1 3.000 Tube Mullion I 3.250 Tube Mullion By 2,581• � 125• .375 ,975' F 3.187 1°X4"X F 2.625 1.25'%3.84" w Mlam a e ro uc Control -a 125 1.577° MING 0.757 .375° G 1.125 X.024° �Jr1.377` - I _� r_______1 H 2.430 Aluminum H 1.500 Aluminum I I I I 3.000 Tube 8'T I 3260 Tube Mullion I I I I I F 2.250 1.25'%3.25' F 2.813 3V La MWI w 1 G 0.760 X.100° F 2.875 451 Ba Mull .125' •12S q5' 2.250° 1 H 1.560 uba MuUm i I 3.250 7uhe Mu6ion z I I I I el `111111111/// 3.250"45-BAY MULLION 3250' I I I I TABLE D w o*BAY MULLION 6083-TB ALUM. I I I I `_ __ I Mull Dhnenslon PGTPartN ��\`'<�ON'�GEN N!� �� 5063-TB ALUM. I X-SECTION J J (sheet6) Mullion Std.Clip Offset Clip 11 An01e Clip Q r1. 4 SF •..(� X-SECTION I 1°X4'X.125'(10) 59364 668111M 6ss1122M 686241M 666518M z '•.� G OFFSET CLIP No.$8705 I .125° 6063.76 ALUM. VX4-X.375"(11) 66610 686112M 6661123M 666242M 668519M V, _ .228-T4-•,981°-•� '226"��-981"••1 TOPVIEW 1"X4'X.375""i'(11) 58853 686112M 6661123M 666242M 66B619M a - _ 740" 4 `V NOTES: 1,25°X326°X.100°(13) 20160120312 6661127M B661124M 6682410M 6665116M t: 1.25°X3.25°X.624°(14) 20161120316 6661128M 6661125M 6662411M 6665116M r O'• ST TE o 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1,25°X3.94'X.624'(15) 20162 BB81117M 8681128M 66B241M 868517M ®' ��1� ''•FtOR10 P..••'\��` 2)SEE SHEETS 10,11,13-15,19 820 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66649 WA WA WA 6685110M L6 45 Degree(20) 613650 WA WA WA 6665111M i I/L1 111111` 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, e• A.LYNN ,P.E. v FL P.E.#58705 TABLE E � Mull Dimension PGT Part# ® fi (sheet#) Mullion Std.Clip U-Clip Angle Clip I -�r-•125• --�f.-.,1p5" C T FS -�{1--•.125" LL 2"X4"X.25^(16) 66602 666261M 666271M 66g5l12M 'II� m ° 2'X6"X.25'(17) 66604 666262M 666272M 8865113M I STANDARD CUP I u-CLIP I 2X5 ANGLE CUP E 608376 ALUM. FI 606376 ALUM. 6063T6 ALUM. 02 V 2.000" X-SECTION 2.126' XSECTION XSECTION �+ NOTES: I 2.0100' 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •126' I I .125' L .125 N U DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L O §m W N 2)SEE SHEETS 18-17 FOR SUGGESTED,APPROXIMATE O = HOLE LOCATIONS. 1.490' '^ J !n 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' CUrHERETOw 0 3.600"�''� CREATE F�CLIP, 6.000' 375' c�0 W o° 2.000° .375 '[ _SEE DETAIL F, .375 .375° �- ��MIN. D Z W MIN, SHEEra MIN. F-• O toC7 ------- ------ ------- -- -_ O 5 Z m 2 r_ I T_____--- --7. z W I ui Z 2_m 8 yU 1 I I j j W HO[. 10 4.000" I I I I _1 CL o 14 heZ 3.438" + 3.436" -___---_� D ¢ J r .250" 2'X 4"X.25* I I I F Q Up N MULLION i i 3 a I.j Q 6083-TB ALUM. X-SECTION I I I I .375" --------' -�4�MUTL J, MIN, J U) STANDARD CLIP 2X5 ANGLE CUP 2 U•CLIPB ALUM. (7 'Q ¢ OCENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM SED FOR 2'XION,SHEET 16 CENTER OFANCHOR HOLE MUST LIE 6063-T8 ALUM, ly IL e Z 0 � .250' WIT HINTHEDASHED BOUNDARY.SEE TOPMEW TOPVIEW WRHINTHEDASHED BOUNDARY.SEE TOPVIEW i �'-� mO v.0 SHEETS 18.17 FOR THE ANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR O.C. 0 d- d' � DISTANCE MAXIMUM r-2.000IIIIj�II ANCHOR HOR HOIr1L-E IIIIIj eOF ANCHOR HOLE MUST LIE CD1IIIfIII IS-T-AN'C-E-MAXIMUM-ANCHOR-HO-L�E- DIAMETER:ANCHOR DIAMETER WN THE DASHED BOUNDARY.SEE ETER ANCHOR DIAMETER 1116'. SHEETS 16-17 FOR THE ANCHOR O.C. - -1�IIIIIII PR ODUCT R 'o EVISED 5.500" DISTANCE MAXIMUM ANCHOR HOLE as complying with the Fl orid,x a CWHEREO DIAMETER:ANCHOR DIAMETER+1115". Building Code ' .375' 3.500° E ' 5.000' NDAo. 17-0630.01 SEE DETAIL F, '375 ,375' 221MIN. SHEET4 MIN. MIN. Expiration Dag .375' By - ------------' -- Miama Product Control 6.000' 4.688' 5.438' -------- ------ -- .250v' I � I I I 6.438' I I 111111!1 11V LYN Na ...... //ENSE2'X6•x25" MULLION j I 608378 ALUM. I I j j �•; No.58705 'P X-SECTION 1 I ,375' -- ---I - -- L------------------^--� MIN. "O L0 ;kN.. S7 � '��J�� O STANDARD CLIP' U-CLIP 2X5 ANGLE CUP ��S•''F�ORIDP,.•'•\G�� .260" STOP VIEWM USED FOR 2'X 0'MULLION SHEET 17 6063-T6 ALUM. a TOPVIEWM /'7Sj/ NAL TOPVIEW A.LYW M10I�R,P.E. FL P.E.#58705 u f EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. n ,� 1)INITIALLY ASSUMING THAT A T WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"=65".REFERENCING'SHEET 25,THE COLUMN USING ® $ NO ANCHORS W HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-114'AND WILL MEET OR EXCEED THE REQUIRED c DESIGN PRESSURE OF-600-60.0 PSF.IF THE TABLE DOES NOT SHOWTHE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE gr$ a -SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=72,OPENING WIDTH=70'1 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD $^ O FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. R °.'. PRODUCTS SHEETS cZ V APPROVAL\ 23FROM TABLE 4A,SHEET 8,7HE 1"X 2.75"X.650"MULLION(LENGTH=72",OPENING WIDTH-70")HAS A DESIGN PRESSURE OF+1-72. PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE T2" OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. to N MUWON0 LENGTH ^ 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. zN rc W DI SEE 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O � SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE U) 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS 70 MULLION. 1 IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 838 LBS.ALTERNATIVELY, W o F NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTH E EXACT DESIGN PRESSURE OF 60 PSP; = co oi W i 32' 3Y 636 LBS ~ 0 �� MULL MOTH (60 PSF)X( -1P )=524.8 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) ' OPENING WIDTH 72. SF z m T Z £ �r0 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A � 10 DESIGN PRESSURE OF+50.0/S5.D PSF. o v rcZ FOR THE VERTICAL MULLION: Z 4 N 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1"=105"AND THE OPENING WIDTH IS 36'+36°+1"=73°.REFERENCING 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MUWON TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-8/8"AND WILL W .10 go MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2:MULTIPLE MULLIONS W d SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75"X.376"MULLION(LENGTH=108",OPENING WIDTH=807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 19+1-15.1 PSF Q' MULLWIDTH-1t- SHEETS za 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2'X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=801 HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ¢2 Z m y t I FOR THE OPENING AND MAY BE USED IN THIS APPLICATION:NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. "� G O s.0 s IF m� t 3T SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74",NOT 73"AS PREVIOUSLY �, �"�¢-� ) FENESTRATION DETAILS. PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 24 THE 73'DIMENSION(3512'+35-1/2'+T=731. as eom I I. with the Florida r F 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code VER KALI L CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. Non No. 1T-0630.Oi MULLION` - SEE USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12-GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 05126/2021 LENGTH -SEE THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. DETAILS, DETAILE, BY 8 FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 24 SHEET3 w Miamt de Product Contm HOGiT BECAUSE THE VERTICAL MULL WILL BE A2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER L - HO FFOR MULLION TYPE COULD BE CHOSEN. r IOU ON 1)THE MULLION LENGTH IS 3B'AND THE OPENING HEIGHT IS 32"+72",7=1 OV.REFERENCING SHEET 25,THE COLUMN USINGTRAPEZOIDALlTRIANGULAR LOADING MAYBE (s_9 USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42-,OPENING HEIGHT=120-)HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE � REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE 6ETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" Z SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH 2-3 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. F .`aONY LYNN 36',HORIZ, 3S",HORR 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR �1�,•'• t,\OENgF'•�C�� MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE z F': •,P OPENING WIDTH FOR VERTICAL MULLANCHOR TYPE IS A#12 STEEL SCREW. ^�• NO.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: ;•/, +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36"HORIZONTAL MU WON ATTACHING TO CMU; N so :•t(/ j]p! +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS 4144.7 PSF AND WOULD APPLY TO ALL OF THE MULUONS. � i/�s '•F�OR10P.•''G\=` 1 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION '/`iS,�ll`O`tNAL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN pa A.LYNI(IIIUIILtFi,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U FL P.E.#58705 {pt i EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: ®o m I PW PWu•. o 'og<1 U W SIADH SH/DH SH/DH SHIUH 5/D S/�r S/�� L PW &wo In AN i uj 4 Ll Ll LJ / J LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / K m C) SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I -{ H=- � (W`U a HINGED 3 z I DOOR u � SGD Z �_ ji U LOADING OF VERTICAL MULLION _w �;LOADING OF HORIZONTAL MUs0 PW MULLIONW "Z LOADING OF HORIZONTAL MULLION � ¢ PW Z �/ i PW PW PW a � W ? o o / (�Jf / PW LU SH1DHA SH/DH SH/DH SH/DH I =7�7 U O Q 4 4 4 4 S2 � � �mN o I SH/DH O m�' DIY W PRODUCT REVISED LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I as compllylng with the Florida SILL OF WINDOWS NOT ANCHORED• WITH INTERSECTING VERTICAL MULLION I / / / / / / Building Codo I a a NiOA-No. 17.0630.01 PW PW HR Expiration Date 05(2612021 I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY MULLION Mia �, a Pro uct Control P HINGED DOOR PW PW 1 NOTES: 1)DRAWINGS ARE .I RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. O O PW CONMAY HE EXTRAPOLATED NOT ATED FROM I MAYBE EXTRAPOLATED FROM I THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT BE DETERMINED.USE \�` .. E•••. iLJj '. PW PW WPWRECTANGULAR LOADING. ���.•' L� NSF•'•�(�% j / 3)SEE PRODUCTS'APPROVAL FOR * NO.58705 ACTUALANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I _ •,:/A :•�1 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I �13 (/ SGP O T'A LOADING OF VERTICAL LOADING OF HORIZONTAL AL MULLION MULLION A.'LAlNttllMll�d FL P.E.#58705 r� RECEIVtU JULdemfl R 5 ?919 a M IAM I-DA E MIAMI-DARE COUNTY ® 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} www.miamidade.gov/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 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 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'TW-5520 Vinyl"PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through I I of 11, dated 09/09/14,with revision B dated 06/06/17,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. NUSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. 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#16-0629.12 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 Manuel Perez,P.E. NOA No. 17-061.4.09 i o�►n�cOunrnr Expiration Date: April 30,2020 i *� Approval Date: October 26,2017 /t}11"j�f / Page 1 C PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0930.25) 2. Drawing No.MD-5520.0 titled"Vinyl Fixed Window NOA(LM&SM)", sheets 1 through I 1 of 11, dated 09/09/14, with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC faced window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer°NXTTM spacer system and XL Edge"m spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FU-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-062932) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a PVC fined window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 14-093 0.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel P rez, E. Product Control xa finer NOA No.1 - 614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-1 D PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, CIear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc.for their`Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition(2014) and FBC 6th Edition(2017), dated August 29,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. (Submitted under NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel a z,P.E. Product Contraminer NOA No. 7-0614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-2 GENERAL NOTES:SERIES 5520 IMPACT RESISTANT VINYL FIXED WINDOW IMPACT RATING DESIGN PRESSURE RATING LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF IMPACT RESISTANT TABLES 413,SHEETS 6-10 THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX,BUCK WIDTH SEE TABLES 4-13 {SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 49 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN'WIND-BORNE DEBRIS REGIONS. MAX,O.C.SEE (SHORT OR LONG SIDE) FOR INSULATED GLASS INSTALLATIONS ABOVE 3D'IN THE HVHZ,THE OUTBOARD B,SEE t25"MAX, LITE(CAP)MUST TEMPERED. SHEET 3'�- - MAX. TABLES 413 6'MAX. D,SEE 1,• —...{ {.�.— MAX,O.C.SEE TABLES 49 SHEET4 I f FRODUCTR V 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY W cmnplyi-s�th;he F, b APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE Building G4Ja SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER i VISIBLE I VISIBLE - AoeeptunpG No Q,fin�d•�,, ANCHOR TYPE. LIGHT WIDTH MAX.BUCK LIGHT WIDTH Exp tionHEIGHT 4)ALL WOOD BUCKS LESS THAN I-1/2"THICK ARE TO BE CONSIDERED IX INSTALLATIONS. F— _______ _ _ TABLES, -13 B5, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I — — TABLES R - -� til( Dsdo�uM — � {LONG OR � _�"_—_.—_---- _ BUCKS DEPICTED AS ZX ARE 1.1/2•THICK OR GREATER.IX AND 2X BUCKS(WHEN USED) I SHORT SIDE) i / SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK VISIBLE / JR-06/06/17-UPDATED DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR 11 ANCHORAGE TO F$C 2017. ARCHITECT OF RECORD,(AOR). A ( LIGHT A,SEE C 1 LIGHT O,SEE G HEIGHT SHEET3 1 HEIGHT SHEET4i 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR � i � STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT,INSTALLATION� f MAX.BVCK ANCHORS SHOULD BE SEALED,OVERALL SEALINGIFLASHING STRATEGY FOR WATER I I HEIGHT,SEE RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE O.C. TABLES 4.9 SCOPE OF THESE INSTRUCTIONS. MAX.SEE TABLES I (LONG 4- Y 413 MAX.O.C. SHORT SIDE) ? r N 00 6}MAX.!14"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH 70 THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED TABLES w rn � �aS LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 4g p 'g m O o IMPOSED ON THEM BY THE WINDOW. >n 1h B 6"MAX. D -_ _ 1.25" O N ? ala0 D= to DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP,INTEGRAL FIN&.l-CHANNEL d� o 8 a A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. FLANGE FRAME 780°CORNERS) FRAME(90`CORNERS) s p:m o "°0 m B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST (ANCHORED THROUGH NAIL FIN) (-) wa ®a PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. r 1.25"MAX, ti Z e� Fi to •°N C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX. ,LL LU SR . Z DMO 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS p Z 4-i a v O CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE 6"MAX• Q Q LL HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1,6 LOAD DURATION FACTOR MAX.O WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX. 0 A/iAX.O.C.SEE , O.C. Z W O CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE SEE TABLES TABLES EE z l j FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4-13 m nO 1eay5 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER a Z O MAX. S O O ~• LU CURRENT FLORIDA BUILDING CODE AND 70 BE REVIEWER BY THE AUTHORITY HAVING SEE TABLES Z JURISDICTION, VISIBLE 413 VISIBLE 4 W Z along LIGHT LIGHT SC o 10)REFERENCES:TEST REPORTS FTL-7097;ELCO ULTRACON NDA;ELCO CRETEFLEX NDA; j HEIGHT /j/ HEIGHT o W Z N ELCO AGGRE-GATOR NON ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& /J/ 1 MAX BUCK C —I Lo BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN / MAX•SUCK HEIGHT,SEE O Z W SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL / HEIGHT,SEE TABLES 49 JJJ TABLES 49 / (LONG 4- � O 11)°PGB"=,090*WSENTSIFOLSO B BY INTER URARAY KURARAIAM, VISIBLE (LONG OR VISILE (LONG an!1 osa0 capag `SG'=.09D'SEM'RYGLASStNTERLAYER BY KURARAY AMERICA,INC. LIGHT WIDTH SHORTStDE) LIGHT WIDTH " GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS s°MAX. \�,�` �y,;1Y LYNk4f� ELEVATIONS—..........._......._._.....1 ` 'C :'�10ENSQ i7 r FRAME,GLASS&ANCHOR WIDTH:BUCK WIDTH T--4,311 —.-� W MAX. 125" j MAX.O.C.SEE TABLES 4.9 --��••+-- 1.25"MAX. •� HEIGHT;BUCK HEIGHT-43/18" `r--F„� MAX O.C. �r� OPTIONS.........._........._......2 SEE TABLES 413 MAX. *; ,*,= INSTALLATION,FLANGE 8, CODES/STANDARDS USED: EQUAL LEG..........................3 MAX.BUCK WIDTH SEE TABLES 413 MAX.BUCK WIDTH SEE TABLES 49 -2017F LORIDA BUILDING CODE{PBC),6TH EDITION (SHORT Oft LONG SIDE) (SHORT OR LONG SIDE) �ST�Alll INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION .J-CHANNEL..........................4 .qS•(M E1300-09 TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN& %O . GLAZING DETAILS-. •ANBI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED J-CHANNEL FRAME-(CURVED OR %,yip ':FjoRIDA•.-'12�� DESIGN PRESSURES...................8-10 •ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) ANGLED CORNERS) 7%'�`S�ONA1. 'o N- -10 BOM&ASSEMBLY.......................1! •AISI SIDO.12 (ANCHdRED THROUGH NAIL FIN) 7111 r$11101% •AISC 360-10 A.LYNN MILLER,P.E. P.E.N 58705 TABLE 1: Glass Table 'A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Description # •H'-HEAT STRENGTHENED Type 'T"=TEMPERED 7 718"Laminated I.G.:1/8'A Extedor Cap+7/16"Air Space+5/16'Laminated;(2)Liles of 1/8"A Glass with.090'PVB Intedayer 4 -PVB'=.090•TROSIFOLO 8 718"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 118"A Glass with.090"PVB Intedayer 5 PVB BY KURARAY 0 0H 9 7/8"Laminated I.G.:3/16"A Exterior Ca +3/8"Air Space+5116°Laminated; 2 Utes of 1/6'A Glass with.090'PVB Interlayer 6 AMERICA INC. BOX OR P P ( ) Y •SG"=.090"SENTRYGLAS® ff.D- 13 EQUAL FQ 10 718"Laminated I.G.:3/16'T Exterior Cap+318"Air Space+5/16'Laminated;(2)Lites of 118"A Glass With.090"PVB Intedayer 6 INTERLAYER BY KURARAY FLANGLEG O 11 1'Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090'PVB Interlayer 7 AMERICA,INC. 12 1'Laminated I.G.:3/16"A Exterior Cap+3/8'Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.09D"PVB Intedayer 8 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.09D"PVB Intedayer 9 14 1'Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Utes of 3/16°A Glass with.090"SG Intedayer 10 j 15 1"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7/18"Laminated;(2)Lites of 3/16"A Glass with.09D"SG Intedayer 11 GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:1/8"T Exterior Cap+7/16°Air Space+7/161 Laminated;(2)Lilies of 3/16"H Glass with.090"SG Intedayer 12 117 MAY NOT BE USED WITH 0� 0� J-CHANNEL OR INTEGRAL _ 17 1'Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16'H Glass with.090"SG Intedayer 13 •FIN FRAMES. J-CHANNEL INTEGRAL TABLE 2:ANCHORS INSTALLED THROUGH FRAME �^Q FIN Group Anchor Substrate Min.Edge Min. MIN.OF 3THREADS DLA o� Distance Fmbedmenr BEYOND THE METAL P.T.Southern Pine(SG=0.55) 7/16" 13/8" SUBSTRATE. # SMS Steel,A36• 3/8" 0.050" (Steell,,18-8 S.S. "UNGROUTED CMU" or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) VALUES MAY BE A Aluminum,6063-T5' 3/8" 0.050" USED FOR GROUTED P.T.Southern Pine(SG=0.55) 7/16" 1.3/8" CMU APPLICATIONS. 3/16"steel Ultracon Concrete(min.2.85 ksl) 1" 1.3/8" Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1318" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES (Steel,183 S.S. Steel,A36' 3/8' 0.050" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13•SHEETS 6.10. or 410 S.S.) Steel Stud,A653 Gr.33' 3/8' 0.0451"(18 Ga.) LONG LONG LONG SHORT B Aluminum,6063-T5• 3/8" 0.063" Imo- SIDE SIDE SIDE SIDE 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1• 13/8" T r--- --- -- -- f--- --- - - PROIWCr ItEViSFD 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 13/8" �w I�w �w ns conydying with lfu FkWMA Op I /� Og po Building Code 0,7 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1318" Xw 9i =w 1 xy Accep=w o 1 (o) 1/4"steel Ultracon Concrete(min.2.85 ksl) T. 13/4" w pirui name ZD C Ungrouted CMU,(ASTM-G-90) 2-1/2" 1-1/4' } 1 i N By LONG LONG LONG LONG LONG C7 �j/ Mi Dario Fradad 1/4'steel Creteflex Concrete(min.3.35 ksl) 1" 1-3/4' I� SIDE 'I SIDE -"I IF SIDE It SIDE --I F' SIDE �i zO Y 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 1-3/4° T r--- Tl'--A-_1 T r---;;-I T'- r- --I T r 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2• 13/4" NO CHANGES THIS SHEET. �w tiw n;w �w o:w D Ungrouted CMU,(ASTM C30) 2-112° 1-1/4' sy // .i -w T. =m I- TABLE 1/4'steel Aggre Gator �ncrete min.3.275 ksi 1-1/2°Grouted CMU,(ASTM C-90) 2" 2" 1 1 1 i L_ -J 1 L -I 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min.Edge Min.Distance Embedment' �.�`��Iy(ILYI�r/r''�.,� 1070 TECHNOLOGY DRIVE N SVM E 2-1/2'x.131'Common Nail P.T.Southern Pine(SG=.55) 318' 2-7118' '�.••'�%c '9'F••������ 2-112"Rirlgahank Roofing Neil P.T.Southern Pine(SG=.55) 3/8° 2-7110• Material Min.F, Min.F. N.VENICE,FL 34275 Q ;cam P.T.Southern Pine(SG=.55) 1/2' 1318" Steel Screw 92 ksi 120 ksi (941)-480-1600 _* No.58706 #10 Trusshead SMS Aluminum,6063-TS' 318' 0.05D° 1"Screw 60 ksi 95 ksi F�T- (steel,18.8 S.S. 410 Screw 90 ksi 110 ksi COPYRIGHT02017 PGTINDUSTRIES,INC. Steel Stud,Gr.33' 3/8' 0.0451•(18 Ga.) CERT.OF At #29296 ALL RIGHTS RESERVED r, : ��� W 410 S.S.) Elco Aggr Getor& 57 ksi 96 ksi F Steel,A36' 318' 0.050" •MIN.OF Elco uluacorl® 155k51 177 ksi ° VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 �'c F(A F P.T.Southem Pine(SG=.55) 9116' 13/8" THREADS 410 SS Elco CrrleFla® 127.4 ksi 789.7 ksi#12 SMS ti o° %SFS'••.,ORIDI!.••'G��;` (steel,1&B S.S. Allaninum,806375• 318' 0.063" T FOND 6063�T�5AN�Mnwn 36 ksi ksi SBl�al o GLASS/ANCHORS/FRAME OPTIONS oma J ROSOWSKI �'',is;ONALIE?y`� Steel Stud, 318• 0.050" METAL or 410 S.S.) Steel,A36• 3/8" 0.050" SUBSTRATE. Gr.33 Steel Stud 33 ksi 45 ksi PW-5520 NTS . 2 OF 11 ;z° MD-5520.0 1�1B A.LYNN MILLER,P.E. o P.E.#58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH —�(— EDGE DISTANCE 1/4"MAX. 1/4'MAX. FRAME INTO 2X WOOD SHIM FRAME OR BUCKSTRIP. 2 4 SHIM a SEE NOTE 2,THIS SHEET. DISEDGE EDGE TANCE 5 Q DISTANCE Q EMBEDMENT FLANGE FRAME 1y_y1 SHOWN ° TYP.ANCHOR TYPE, �1/4"MAX. 1'THICKI.G. 9 ANCHOR TYPE, 2 SHIM EMBEDMENT AND EDGE EMBEMBEDMENT AND DISTANCE PER EDGE DISTANCE PER EMBE MBNOT AND TYPE. SUBSTRATE, SUBSTRATE,SEE TABLE 22.SHEET 2. g EDGE DISTANCE PER SEE TABLE 2,SHEET 2. °" SUBSTRATE,SEE 5 TABLE 2,SHEET 2. .e OO 7/8•THICK I.G. ❑ FLANGE EXTERIOR VISIBLE LIGHT WIDTH T FRAME 1 EQUAL - SHOWN LEG/BOX NOTES: BUCK WIDTH FRAME 7/8°THICK I.G. SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN BU K VISIBLE 1-1/2"THICK ARE TO BE CONSIDERED 1X 1/4"MAX HEI HT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD #10 O (6"5)STEEL 1/4'MAX.SHIM BUCKS DEPICTED AS 2X ARE 1-112°THICK OR SMS 2.S SEE GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE TABLE 2.SHEET 2. PRODUCT REVISED DESIGNED TO PROPERLY TRANSFER LOADS TO THE �nlNYmB with tho.F*trxio STRUCTURE.WOOD BUCK DESIGN AND Building Code INSTALLATION IS THE RESPONSIBILITY OF THE Aca-ptmc2-v.- 1"THICK ENGINEER OR ARCHITECT OF RECORD.3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERREDBYTO AS DAYLIGHT OPENING)IS MEASURED FROM Giami adI.G. BEADING TO BEADING. FLANGE EQUAL SHOWN FRAME LFRAME NO CHANGES THIS SHEET. o FRAME o TYP.ANCHOR TYPE, SHOWN o EXTERIOR 0 EMBEDMENTAND O❑ EXTERIOR ❑ 4 EDGE DISTANCE PER V ISI SUBSTRATE,SEE INSTALLATION �/ INSTALLATION TABLE 2,SHEET 2. EQUAL- OPTION 4 OPTION 4 LEGBOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL \ `71 Y YIL�1I1j7j'' FRAME 1/4•MAX.SHIM �� SHOWN .� ON.....NN 1070 TECHNOLOGY DRIVE `. `s�,.•Y,10EN 'h%;'; ° N.VENICE,FL 34275 `Qj (941)-480-1600 =*: No.Sg7D5 EMBEDMENT 0 COPYRIGHT 02017 PGT INDUSTRIES,INC. VISIBLE LIGHT FORMULAS CERT.OF AUTH.#29296 ALL RIGHTS RESERVED = j'; 6' Ct INSTALLATION WIDTH:BUCK WIDTH-4.3/16" %�.�'., STA o } �� OPTION HEIGHT:BUCK HEIGHT-43116 � VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14 ANCHOREDTHROUGH EDGE DISTANCE o �(�s'�ORIDP NG? FRAME DIRECTLY INTO o FLANGE&EQUAL-LEG/BOX FRAMES om J ROSOWSKI �i,10NAL 1�11�` VERTICAL SECTION B-B CONCRETEICMU. A.LYNN MILLER,P.E. PW-5520 NTS 3OF11 o2 MD-5520.0 B P.EJi58705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 INSTALLATION OPTION 5 1/4'MAX.SHIM 1/a'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN ANCHORED THROUGH EMBEDMENT FRAMEIN702XWOOD INTO?X WOOD FRAME OR BUCKSTRIP. I-f- EDGE DISTANCE INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP,SEE SEE NOTE 2,THIS SHEET. r EMBEDMENT O NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE I NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE - J-CHANNEL 5 Q FRAME 1 Q SHOWN EMBEDMENT Tf DQ 1'THICKI.G. 1 `1/4'MAX.SHIM TYP.ANCHOR TYPE, EMBEDMENT AND D TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE 6 DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE, a SEE TABLE 3,SHEET 2. (SCREW SHOWN) o FIN EMBEDMENT AND EDGE 5 (NAIL SHOWN) Op I 71B'THICKI.G. I ❑ FRAME DISTANCE PER3,SHEESTRATE, J•CHANNEL EXTERIOR I(� VISIBLE LIGHT WIDTH X11 7 SHOWN SEE TABLE N SHEET 2. (NAIL SHOWN) FRAME 7/8°THICK I.G. NOTES: SHOWN BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3,SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-112"THICK ARE TO BE CONSIDERED 1X LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL HEIGHT 114•MAX. HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4'MAX SHIM #100R#12 STEEL WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK SMS(G5),SEE SHIM OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 2&3, SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. PRODUCT REVISED LOADS TO THE STRUCTURE.WOOD BUCK DESIGN as complying with dw Flmlda AND INSTALLATION IS THE RESPONSIBILITY OF Building On& THE ENGINEER OR ARCHITECT OF RECORD. Q Acceptancc Ab I •0q� Bsplenti n Dale �o 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO By 1'THICK I.G. REFERRED TO AS DAYLIGHT OPENING)IS � bt(. 'Osdc Product . MEASURED FROM BEADING TO BEADING. � FINAND/OR FLANGE MAY BE NO CHANGES THIS SHEET. REMOVED IN-FIELD OINTEGRAL FIN EXTERIOR Fc� o °„ EXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRA AND EDGE DISTANCE PER ME SHOWN❑ e� rl 0 3 v p SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FINSHIMMAX INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. ` YILYNV FRAME SHIM . oN.......! �� i SHOWNo o � 1070 TECHNOLOGY DRIVE `��4,�:L10EN,�c'•.((��' INSTALLATION ED E (9(9 VENICE, 34275 EDG41)-480-1600 0 _*: No.5870.5 OPTION 5 DISTANCE ANCHOREDTHROUGH COPYRIGHT02017 PGT INDUSTRIES.INC. -O c•i INTEGRAL FIN INTO 2X CERT.OF AUTH.#29296 ALL RIGHTS RESERVED •., 6 r •a' WOOD FRAME OR VISIBLE LIGHT FORMULAS „ =O ST TE F BUCKSTRIP.SEE NOTE 2, •. WIDTH:BUCK WIDTH-4-3116' VINYL FIXED WINDOW NOA(LM&SM) 0 919114 '�� F<ORIDP,.•' ���� THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4-3/16' VERTICAL SECTION D-D o J-CHANNEL&INTEGRAL FIN FRAMES 2 J ROSOWSKI itNlift N A.LYNN#MR,PE.NTS P.E. 4OF11 oMD-5520.0 --►{ 7/8"NOM. 7/8"NOM. 7/8"NOM. 7/6'N M. �+-- 5/16"A!A PVB 5116"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 7/16"AIR SPACE--\ 7/16°AIR SPACE--\ 318"AIR SPACE 3/8"AIR SPACE PRODUCT RBVISEU as complying with the FLNih 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS Accepnnee de -0 /4. 118"A GLASS Building code DrA aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Expiration Dare By 80$3 60-83 80-83 80-83 \lia n Dodo Product Co GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 iE NO CHANGES THIS SHEET. 1"NOM. -�{ � 1"N M. 1"N K -�{ � 1'N M. I I I I W v Y m - r (n •nay 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A PVB 7/16"AIA SG K wwa 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE Q g .1 . O N 118"T GLASS 3/16"A GLASS 3/16"T GLASS 3116"A GLASS O A `r' to aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR =LL o� u.o�[l 80-83 80-83 80-83 LLF Z no dj cN 80 83 .� c9 06 SMO > � a GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z `✓ g a u_ 0 0 3 o esus VN M. -►-I 1"N M. VN M. _ ?. Q Z I By j ❑ W a/acs Miami Dado Product Castrol ¢ W ❑ cD 7/16"AIA SG 7/16"H/H SG 7/16"HM SG EXTERIOR O LL Z Lo Lo 3/8"AIR SPACE 7/16"AIRSPACE 3/8"AIR SPACE a w } 112"NOM.GLASS v z 3/16"T GLASS 1/8"T GLASS--\ 3/16"T GLASS 6o s3 BITE TYP. EXTERIOR x171csao sauag a EXTERIOR a EXTERIOR a 6 7 � 74 eo-e3 eaa3 PtI LY Y `�pN NN 80.83 P��,:•' %_%CENSE.. GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 76 7F: No.58705 "A'=ANNEALED . . 0T'•, 37 7E F "H°=HEAT STRENGTHENED GLASS TYPES 14 THROUGH ° 'i C�s''•;cL ORIDP,.••'x��: 'T'=TEMPERED '17MAYNOTBEUSEDVATH GLAZING DETAIL "PVB"=.090"TROSIFOL@ J-CHANNEL OR INTEGRAL TYP. PVB BY KURARAY AMERICA,INC. FIN FRAMES 'SG'=.090*SENTRYGLAS® A.LYNN MILLER,P.E. INTERLAYER BY KURARAY AMERICA,INC. P.E.N 5870.` TABLE 4: Window Design Pressure,(+1-psf) We this table 1/8"A Cep-Airspace-5/16"AIA with PVB rcr Glass 7Type: Window Long Side(in) ITABLE DIMENSIONS MAYBE Dimensions 51.05 54 56 58 62 1 64 68 72 1 76 80 84 1 87 ORIENTED VERTICALLY OR 18 +1-50 +/-50 +/SO 1 +/-50 +/-50 +/SO +/SO +/50 +/-50 +/-50 +/-50 +/SO HORIZONTALLY AS SHOWN. 20 +/-50 +/-50 +/SO +/SO +/SO +ISD +/SO +/SO +/-50 +/SO +I-50 +/-50 LONG P20DucTREVISED SIDE gcomplyingwilddmFt�a 22 +ISO +/50 +/SO +ISO +ISO +/-50 +/-60 +/50 +!•SD +1-50 +/-50 +/-60 �•� LONG SIDE Euildm Code 24 +/-50 +/SO +/-50 +/SO +1•60 +/-50 +150 +/SO +/SO +/-50 +/•50 +1-50 AcmpmumNo 26 +/-60 +/SO +/SO +1-50 +1.50 +/SO +1_50 +1-50 +/S0 +1-60 +/SO +/SO Expimdon Dale ___ SHORT 28 +l50 +/-50 +150 +150 +/-60 +LSO +ISO +/-50 +/Sp +/-50 +/-50 +/50 SIDE By SHORT I _ Mimni Dad-e�C 30 +ISO +/SO +l50 +l50 +/-60 +l-50 +/SO +/-50 +/-BD +/SO +/-50 -I SIDE f 32 +150 +ISO +/50 +150 +150 +150 +/50 +/SO +/•50 +150 NO CHANGES THIS SHEET. i rn 34 +1-50 +ISO +/50 +/S0 +/S0 +/SO +/S0 +150 +/-50 ii 36 +/-50 +/S0 +/-80 +/50 +1-50 W-60 +/S0 +/SO LONG SIDE rn 38 +/-50 +/SO +/SO +/-50 +/-50 +150 +/So 40 +/-50 +/-60 +150 +1_50 +/-50 +/SO 42 +1-50 +150 +l-50 +1-W +150 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SHORT /✓ LONG THROUGHTHE FRAME PER SHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE +/-50 +I+1_50 +/50 +/-50 /� SIDE 44 + W Z c m 46 4650 +/50 +150 APPLIES TO A,B,COR DANCHORS APPLIES TOEOR FANCHORS J_ > � co •ney (SEETABLE 2) (SEE TABLE 3) 48 +/SO +/50 O 51.05 +/-80 }no a7"O O N -I SHORT I- O ;: —I SIDE f O J O h ro g 0' Z U.. CD c uMoua TABLE 5: U(Wj C 0 Window Design Pressure,(+/-psi usath'sleEle o W� 4� -6 eN co On O Tor Omssv 1/8"T Cap-Airspace-5116"A/A With PVB Type: $ O Z O M Window Long Side(Ln) e- U Dimensions 60.926 64 66 Be 70 74 77 80 84 87 92 97 99 Z Q 32 +150 +I-60 +/-50 +/-5o +150 +150 +/-60 +/•50 +/-50 +/SO +150 +150 +/-50 1- 34 +/•50 +/-50 +150 —+/-SD +/-80 +150 +1.50 +/S0 +/-5p +/-50 +1-50 +/47.3 +/.16.7 ® cl W +aays Z 36 +/-80 +1.50 +/SO +/-50 +/SO +ISO +/-50 +/SO +/-SD +ISO +/-47.5 '+/-05.4 +/-44.6 �: to 38 +!-80 +/-50 +1.50 +/•50 +/-80 +150 +/SO +/-80 +1-50 +/49.1 +146.1 +143.9 j O co Z 40 +/-80 +/-50 +/-80 +/SD +/-80 +1-50 +/-50 +/SO +/SO +/48.2 +/45.1a W IX "s a X a C� 42 +1-80 +1.50 +/-50 +/50 41-80 +1-50 +/•60 +/SO +149.8 +/-47.4 0 LL Z a c ~ J (� m 4a 41-80 +/-w +/5a +/-50 +/-8a +1-W +/-So +/-8o +/.48.9 , � z � � y 46 +1.50 +/-50 +/-60 +1_50 +/50 +1.50 +/•50 +/49.9 EL t 48 +/-80 +ISO +/-50 +150 +LSO +/-50 +150 eR1 ,seO seua5 N 60 +/-80 +/-50 +/-50 +/SO +/SO +/SO 52 +/SO +/-50 +/SO +/SO +/-80 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING �•�`�p1VILYNN THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 54 +(-80 +/-60 +/-60 +/SD APPLIESTO B,CORDCHORS APPLNOTES: ��• �10ENyE'n// 66 +/-80 +/-60 +/-mA' ANIESTO EOR F ANCHORS 1)BUCK DIMENSIONS SHOWN. Q�,•' �(� (SEE TABLE 2) (SEETABLE3) P 68 +!-80 +1.50 2)FOR SIZES NOT SHOWN,ROUND UP TO THE *; NO.58705 IS° 3.5"FOR EANCHORS,4"FOR FANCHORS NEXT AVAILABLE SHORT OR LONG DIMENSION. *- 60.926 +/5p / • . _ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). L'D C, I �� FIND THE SMALLEST SQUARE WINDOW SIZE INO,�'%• ST E F�•'•��` THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL , •., c), �(pRlpp•.•`•�_` WINDOW WILL COMPLETELY FIT WITHIN. ''/ss/ANAL //I/l l l l"0 A LYNN MILLER,PE P.E.N 587D5 TABLE 6: Window Design Pressure,(+l-psq use this tabu 3116"A Ca -Airspace-5/16"A/A with PVB I«Gass 9&10 3/16"TCa -Airs ace-5/16"A/Awn PVB Types. TABLE DIMENSIONS MAY BE Window Long Side(in) ORIENTED VERTICALLY OR Dimensions 80,928 64 66 6B 70 74 77 BO 84 1 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +150 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/•50 +150 +/-50 +/-50 +/-60 LONG PRODUCT REVISED 34 +/SO +/-50 +/-60 +/-50 +/-50 +/-50 +150 +1-50 +/-50 +/-50 +/-50 +/50 +150 SIDE us complying Nitbthe F7oeda �— LONG SIDE Building Code 36 +1,50 +660 +1-60 +/-60 +/-50 +/-50 460 +1.50 +1-50 +/-50 +/-50 +/-W +/50 Ameptaawldo 1 X4.09 38 +150 +1-50 +1-50 +/-50 +150 +/-50 +/-60 +/-50 +/-50 +/-50 +/-50 +1-5D —1L ExPimti00 a 2m SHORT 40 +1.50 +1-60 +/50 +/-50 +/-50 +1-50 +1.60 +1-50 +/-50 +150 +I-50 SIDE By Mi ' 42 +1-50 +150 +/50 +/-50 +1.50 +/-50 +150 +1-50 +/50 +/50 SHORT M S +1-50+/-SO +/ NO CHANGES THIS SHEET. 44 +/50 +/5O 50 +1-50 +1-mi +150 +/-50 SIDE U3 46 +/50 450 +150 +ISO +ISO +1-E0 +150 460 48 +/50 +/50 +/-50 +1-50 +150 +/-50 +150 F+— LONG SIDE U) 50 +/-BO 450 450 +1-50 +/50 450 52 +/50 +/-50 +1-60 +/-50 +/-50 M4UGHT SPACING PERIF SHEErS 3 MA)GHTH INTEGRPACINGAL LANCHORING THROUGH THE FRAME PER SHEEf53&4 THROUGH THEINTEGRALFIN PER SHEET SHORT 54 +/50 +/-50 +1-50 +/-50 LONG APPLIES TO A,B,COR DANCHORS APPLIES TO EORFANCHORS SIDE 56 +/-50 +/-50 +150 SIDE Y m (SEE TABIE 2) (SEETABLE 3) i— = ;E U 68 +/SO +/-50 15" &V FOR E ANCHORS,4"FOR F ANCHORS JW Baa m 60.926 +1-50 ❑ t0 O LU' N Z dle0 N _I SHORT I_ Q� TABLE 7: �l SIDE f C)J o a ,fg ❑ Window Design Pressure,(+l-ps;Q Use mis table =w m .0 for Glass 11 U U o e� 118"TCap-Airspace-7/16"A/A with PVB Type: F z no ew Window Long Side(n) o> Dimensions 60.926 64 66 68 70 74- T7 80 84 87 92 97 99 o Z°% $ d o0 ca 32 +/70 +1-70 470 +/70 +1-70 +/-70 +170 +/-70 +1•70 +170 +/-70 +170 +/-70 U O J LL 0 34 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z Q t` 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +l-70 +l-70 +/-70 +1.70 0 ~' $ O W lacus 38 +/-70 +/-70 +/-70 +/-70 +170 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/•70 ® �'" Z � U 40 +1.70 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 = 9 (00) Z 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 v$=ow W 44 +l-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 X y¢o51C546 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z70 48 +/-70 +/-70 +1.70 +/-70 +/-70 + 70 +/- p+/-70 +/-70 +1.70 +/-70 +/-70 +/-70 jD a "l"aom�s +/-70 +/-70 +1-70 +/-70 +/-70 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACINGIFANCHORING egl ase°eeuaS THROUGHTHEFRAMEPERSHEEIS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 66 +/-70 +/-70 +1-70 +1.70 APPUESTOB,CORD ANCHORS APPLIES TOFANCHORS ��` C1y LYNN,/,f���'', (SEE TABLE 2) (SEETABLE3) NOTES: •��O' ••• -:r// 155" 4" 1)BUCK DIMENSIONS SHOWN. 58 +/70 +/-70 P�..• 1-ICENSF ••�(� 60.926 +/-70 13S 2)FOR SIZES NOT SHOWN,ROUND UP TO THE DI -*: No.58705 =_ NEXT AVAILABLE SHORT OR LONG DIMENSION. /gip .: *_ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 17 FIND THE SMALLEST SQUARE WINDOW SIZE IN -O,n••, S A p THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL (C ••.'c<ORIDP,.•'• WINDOW WILL COMPLETELY FIT WITHIN. �i s 'Ot NAL 0,1\' A.LYNN MILLER P.E. P.E.#58705 i f TABLE& Window Design Pressure,(+/-psf) Use"'able Ia GiLss 12 3116"A Cap-Airspace-7/16"AIA with PVB Types: Window Long Side(In) TABLE DIMENSIONS MAYBE 71 73 75 78 8 Dlmenslons 69.649 0 85 86 89 92 96 99 ORIENTED VERTICALLY OR 32 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +/-70 HORIZONTALLY AS SHOWN. 34 +/-70 +/-70 +/•70 +1.70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 LONG pROMCIrRL-A3ED 36 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 SIDE ��pIyi as"lpd-4, �- LONG SIDE T3uRd.g Cod: 38 +1-70 +1.70 +1.70 +1.70 +1-70 +/-70 +/-70 +1-70 +1-70 +/•70 +/-70 +/-70 A«I�� 1 -0/j 14.0 40 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/•70 +/-70 +1.70 +1-69.6 +/•66.7 SHORT ay. SIDE Mi. DsdrproductGn 44 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +1-66.4 +/-63.7 � _I SHORT 46 +/-70 +/--70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-89.9 +1-67.4 +/-63.9 +1.61.7 SIDE NO CHANGES THIS SHEET. 48 +/-70 +1-70 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-67.8 +/-65.3 +/•61.9 +/-59.7 50 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1.69.5 +/-68.5 +/-65.9 +/-63.4 +/-59.9 0 52 +/-70 +/-70 +/-70 +1-70 +/-70 +/•70 +/-67.8 +/-66.9 +/•64.2 +/-61.6 �- LONG SIDE -� "- w54 +/40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.2 +/-65.3 +/•62.6 56 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.2 +1.64.7 +/-63.8 SHORT // LONG 57 +/-70 +/-70 +/-70 +/-70 +/-69.8 +/•68.1 +/-64 SIDE Y' SIDE + ti CO -70 -70 -70 •69.7 -6T .65.360 +/ / j co 62 +1-70 +1-70 +/•69.9 +/-67.9 +/-65.2 •gab MAX.O.C.SPACING IFANCHORING MAX.O.G SPACING IFANCHDRING I � gw THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET .-iIL In Fou 9 O 64 +/70 +/-70 +/.68.3 +/-66.3 AppUES TO B,CORDANCHORS APPUESTO FANCHORS N oz aloO O N 66 +/•69.9 +/-68.9 +/-66.7 _u�ul LO (SEE TABlE 2) (SEETABlE 3) SHORT I_ O m t.8 ' � 68 +/-68.4 +/-67.4 15.5, 0 SIDE I 0 LL o n Ln ,iB 0 69.649 +/-67.1 2 LL rs umwa 2 LLl 7o TABLE 9: U1 Z v 6 Window Design Pressure(+1-psf) 2 77 usemtscede O> -8 Amo 3116"T Cap-Airspace-7116"A/A with PVB ra T� 13 o z ° d c Window Long Side(in) O O Dimensions 69.649 71 73 75 78 80 85 86 B9 92 96 99 H m 32 +/-70 +/-70 +/-70 +/•70 +/-70 W-70 +/•70 +/-70 +/-70 +1-70 +/-70 +/-70 O W bays 34 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ® In W 36 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +I-70 38 +1-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 Q W L Z 40 +! •70 +1-70 +1-70 +/-70 +/-70 +l-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 o X (- 0 42 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 r z 44 +/-70 +/-70 +/-70 +/-70 +/a0 +1-70 +/-70 +/-70 +/a0 +/-70 +/a0 +/-70 Z W a 46 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.6 > 0 a 48 +1.70 +1.70 +1--70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-G&8 +!-66.3 7-ITasea saves a 50 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.6 52 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +/•70 +h6&5 �.�NONY LY/IJIV t to .•' �LGENS'NOTES:54 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 -70 +l-69.6+/ 1)BUCK DIMENSIONS SHOWN. F '•� 56 +1-70 1 +1-70 +/-70 +1-70 +/•70 +/-70 +!-TO +1-70 �� 57 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE No.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. 60 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 62 +/-70 +1-70 +/-70 +/-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX,O.C.SPACING IFANCHORING 3)FOR ARCHITECTURAL WINDOWS SHEET 2), ��C /� �= THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN %Q,n STIT F (`�� 64 +/-70 +/-70 +/-70 +/-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �i�s''•Fl ORIDP,.•'•���� APPUESTO%CORDANCHORS APPLIES TO F ANCHORS i 66 +/-70 +/-70 +1-TO WINDOW WILL COMPLETELY FIT WITHIN. 68 +/-70 +/-70 (SEE TABLE 2) (SEE TABLE 3) 69.649 +/-70 A.LYNN MILLER,p.E. P.E1l 58705 TABLE 10: Window Design Pressure,(+I-psQ Use this Ie+e for Glass 14 3/16"A Cap-Airspace-7/16"A/A with SG Type: Window Long Side(in) Dimensions 69,649 71 73 76 78 80 85 86 B9 92 96 gg TABLE DIMENSIONS MAYBE 32 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 HORIZONTALLYORIENTED S SHOLLY N HORIZONTALLY AS SHOWN. 34 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +B01-110 +80/-110 +80/-110 +801-109.4 +80%108.3 +80%107.6 LONG PRODUCT RHV➢SED 36 +801-110 +80/-110 +801-110 +80/-110 +801-109.5 +801-108.6 +801-106.8 +601-105.5 +80%105.5 +80%104.7 +80/-103.6 +80/-1D2.9 SIDE a comptyin8withd.Fbxib �- LONG SIDE PAaildiag Caads 38 +80/-109.7 +801-108.9 +801-08 +80/-106.8 +80%105.5 +801-104.6 +801-102.7 +80%102.4 +80/-101.4 +80/-100.5 +801-99.4 +801-9B.7 0614.09 40 +801-106,3 +801-105.5 +801-104.4 +801-103.3 +80/-101.9 +801401 +801.99.1 +801-98.7 +80/-97.7 +80/-96.8 +801-95.7 +801-95 E:<pirnti°n Dma �ZO71D 42 +801.103.3 +801-102.5 +801-101.3 +80/-100.2 +801-98.8 +80/-97.9 +801-96.8 +80/•95.5 +80/-94.5 +801-93.6 +80/.92,4 +80/-90,7 SHORT , n SIDE �/ bt mni odo Produce Cotttro) 44 +801-100.7 +801yp -99.8 +80/-9B.6 +801-97.6 +80/-96 +�/-95 +80/•929 +00/-926 +80/-91.6 +80/-90.4 +80/-87.1 +801-84.7 SHORT 46 +80/-98.4 +801-97.5 +SOI-96.2 +801-95 +80/-93.4 +801-925 +80/-90.3 +801-89.9 +801.88.1 +80/-85.5 +801-83.1 +80/-81.6 SIDE 0 48 +80/-96.3 +801-95.4 +801-94.1 +80/-929 +80/•91.2 +801-90.2 +801-88 +801-87.6 +801-84.6 +80/-82.6 +BD/-80.2 +/-78.6 NO CHANGES THIS SHEET. 50 +801-94.6 +801-93.6 +80/•922 +801-90.9 +80/-89.2 +801.88.2 +80/-85.4 +801-84.5 +80/-82.4 +001.80.2 +/-77.6 �f o w52 +801-93 +801-92 +80/-90.5 +80/-89.2 +801$7.4 +801.86.4 +80/-83.3 +BO/-82.5 +80/-80.2 +/-78 �•� LONG SIDE -� f t 54 +801-91.7 +80/-90.6 +801-99.1 +801-87.7 +801.85.8 +801-84.7 +80/-81.3 +80/-80.4 +/-78.1 co 56 +80/-90.5 +801-89.4 +801-87.8 +801.86.4 +80%84.4 +80/-83.2 +/-79.3 +/-78.6 SHORT LONG 57 +801-90 +801-88.8 +801.87.2 +8D/-85.8 +80/-83.4 +801-82 +/-78.4 SIDE SIDE 60 +801-87.2 +801-86 +801-84 +801-92 W 5 +801-80.1 +/-7&fi Y m 62 +80/-84.6 +801-83.8 +801.82.1 +80/-00.4 +/-78 MAX.O.C.SPACINGIF ANCHORING M".O.C.SPAONGIFANCHORING Nw 0') THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET U p 64 +801-829 +80/-82 +801-80.1 +/-78.4to `"�3 APPUES TO B,C OR D ANCHORS �•r alo0 0 O 66 +801-81.1 +80/-80.1 +/-78.3 O 04 g H UNi (SEE TABLE 2) NOTAPPUCABLE SHORT 0 w 68 +/-79.3 +/-78.4 'GLASS TYPES 14 THROUGH SIDE - -1 co 13.2° 17 MAY NOT BE USED WITH 0-j oy ,(g C569.649 +/-77.7 J-CHANNEL OR INTEGRAL Z U- c43 -0 FIN FRAMES. =LLT`- R TABLE 11: 0 0 O O Window Design Pressure,(+1-psf) forrL�s 15 o w `� sd ''N0 3/16"T Cap-Airspace- e o 7/16"A/A with SG Type: a a v ❑ Window Long Long side(n) '-Z 'o' Q W u- Dimensions 77,76 79 81 83 86 87 91 94 96 99 104 107 111 Z id 0 38 +801-110 +801-110 +801-110 +B0'-110 +80/-110 +801.110 +801-110 +801-110 +801-110 +60/-110 +8D/•110 +801-110 +801.110 � 1¢- 0 m O W Iaays 40 +80%110 +801-110 +801-110 +BU'-110 +801-110 +80/-169.9 +801-108,5 +801-107.5 +801.108.9 +80/-108.1 +801-104.8 +801-104.1 +Sd-10.3.3 ® m Z LU 42 +80%110 +a-109.8 +801.108.8 +801-107.9 +80/•106.7 +806106.3 +801-104.8 +B0/-103.8 +801-1032 +8W-100.8 +80/•97.7 +80/-98.4 +80/-94.8 ❑ C0 44 +801-107.3 +8N-108.7 +80/-105.7 +801-104.7 +801.103.4 +801-103 +801-101.4 +801.98.6 +80!-98.7 +60/-941 +801.91.4 +BO/-90,3 +801$9.2 W Z 48 +801-102 +BM-101.3 +80/-100.3 +80/-99.2 +80137.3 +801-98.2 +BOt-925 +801.90.4 +80/$9.2 +80/$7.3 +801.84.4 +801-82,7 +801.80.5 < W of aIOJs K a 50 +801-99.8 +801.89.1 +80'-98 +80/-96.9 +80/�i.9 +80/-93.1 +80.89.9 +80/-87.7 +60/-86.2 +801-84.3 +801.81.1 +/-79.3 +/-77 O tL Z N 3 23 51 +80/-98,8 +801.98 +80/•96.9 +801.95.8 +80/-92.8 +B0/-92 +S(Y-88.7 +BO/-86.4 +801.85 +801-828 +/-79.6 +/-77,7 +/•75.3 cc Z Cn 64 +801-96.1 +801.853 +80/.94 +801.921 +801-89.4 +8W-88.5 +BO'-85.1 +801.827 +801-81.1 +/-78.9 +/-75.3 +/-73.2 +/-70.6 U.1 n 56 +801.94 +80!-93.2 +BD/-91.6 +801-90.1 +801.87.2 +80/-88.3 +80'-828 +80/-80,2 +/-78.6 +/-76.3 +/-725 +/70.5 af11 --']s°.as 0 58 +801-91.4 +80/-90.6 +80V-89 +801.87.6 +80/•85.1 +801-84.2 +BO!-80.6 +/-78 +/-76.3 +/-73.8 +/•70.2 o 63 +80185.5 +BQl848 +801828 +�$'6 ++80/8182 +80/ .5 +/-74.8 +/-723 +/-70.8 +1-70.4 NOTES: ,` �QNY1LYNN�/'�, rn 1)BUCK DIMENSIONS SHOWN. `P�1�;••' LICENSF 64 +80/-84.4 +801-83.6 +80/-81.7 +/-80 +/-77.5 +/-78.6 +/-73.5 +/•71.2 P 66 +80/-822 I +80/$1.2 +/-79,4 1 +/-77.6 +/-76 1 +1-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE z* No.58705 68 +/-80 +/-79.1 +/-77,2 +1-754 +/-727 +/•71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING ITA 70 +!•76 +1-77.1 +/-75 +/-73.2 +!•70.5 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN72 /•76 +/-76 +/-73 +/-71.1 �,n' P �/7 APPLIES TO 8,C ORDANCHORS THE TABLES ABOVE WHICH THE ARCHITECTURAL 4/ 74 +1-74.1 +1-73 +1-71 WINDOW WILL COMPLETELY FIT WITHIN. �i '............t RIDP.•'•NRS (SEE TABLE 21 NOTAPPLICABLE i sG 76 122 +/-71.1 23z° � 70NAL j.++.7 (70.5 A.LYNN MILLER,P.E. P.E.#58705 i TABLE 12: Window Design Pressure,(+1-psf) Use ttebk TABLE DIMENSIONS MAY BE for.Glass 16 ORIENTED VERTICALLY OR 1/8"T Cap-Airspace-7/16"HUH with SG Type: HORIZONTALLY AS SHOWN. Window Long Side pn) LONG Dimensions 60.926 54 66 . 68 70 74 1 77 1 80 84 1 87 92 97 99 SIDE I+— LONG SIDE 32 +801.110 +801-110 +80/-110 +80/-110 +80/•110 +801-110 +00/-110 +801-110 +00/-110 ' +80/-110 +80/-110 +801-110 +80/-110PROLWCCRCVISEU T 34 +801-110 +801-110 +80/-110 +80/•110 +801-110 +80/-110 +001.110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 + as complying with the Florida 36 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 SHORT Expiratttgion Code SIDE Aeceptan°e No .O [1q 38 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801.110 +80/-110 +801-110 +80%110 +801-110 +801-110 +80/-110 SHORT Expiration Date r� 40 +801-110 +801-110 +80%110 +BO/-110 +801-110 +80/-110 +Bol-110 +Bo/-110 +801-110 +80/-110 +801-110 SIDE BY c 42 +801-110 +80/-110 +801-110 +80/-110 +80/•110 +80/-110 +80/-110 +801-110 +801-110 +801-110 Nli adc p-deet' 44 +BD/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 rn 46 +80/-110 +60/•110 +80/-110 +801-110 +801.110 +801.110 +80/-110 +BQ1-110 Th+— LONG SIDE —� NO CHANGES THIS SHEET. 0 48 +80/-110 +BD/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 * E N50 +801.110 +80/•110 +801-110 +80/-110 +801-110 +80/-110 SSIDET LONG 52 +80%110 +80/110 +80/-110 +80/-110 +801-110 MAX.O.C.SPACING IF ANCHORING MA%.O.C.SPACING IF ANCHORING SIDE 64 +80/-110 +80/-110 +801-110 +801-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 56 +801-110 +801-110 +80/-110 APPUESTOR,cORDANCHORS (SEETABIE2) NOTAPPUCABLE ti 00 58 +801.110 +801-110 16 ;! co 1L8" GLASS TYPES 14 THROUGH w � � 'ABa 60.926 +801-110 17 MAY NOT BE USED WITH I SHORT I—_, R rn O o J-CHANNEL OR INTEGRAL 'I SIDE I� o D FIN FRAMES. N °7"0 O N O t17 TABLE 13: Window Design Pressure,(+/-pRif) Use"stable -1 o N e p 3116"TCa -Airspace with SG for class 17 Za t_� Cap P Type =W 20 Window Long Side(in) W U ®� Dimensions 77,76 79 81 83 86 87 91 94 96 99 104 107 111 118 120 125 136 144 H LU < "N ca a Una 36 +801-110 +80%110 +80/-110 +Bol-110 +801-110 +801-110 +80/-110 +801-110 +801-11D +BO/-110 +BCI-110 +00/-110 +801-110 +801.110 +801-110 +801.110 +801-110 +801-110 > M w o d 40 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +001-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801410 +80'-110LU Z O 42 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801.110 +80%110 +B01-010 +801-110 O O 44 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +00/-110 +60/-110 +801-110 +801-110 +801-110 +8D1-110 +80/-110 +80/-110 +801-110 +801-110 +80/410 48 +801-110 +80%110 +801.110 +801-110 +8o/-110 +80/•110 +8o/-llo +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 m O w IaayS 5o +80/•110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-11D +801-110 +80/-110 +80/-110 +801-110 +801-110 Z co 51 +80/•110 +801-110 +80/.110 +801-110 +80/-110 1 +80/-110 +801-110 +80/410 +801-110 +80/-110 +801-110 +801-110 +801410 +801.110 co W Z 54 +801-110 +80/-110 +801-110 +801-110 +801.110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80%110 +80/-110 Q LL] U.1 aloos 56 +801-110 +80%110 +801-110 +80/-110 +801-110 +801-110 +8o/-110 +801-110 +801-110 +80/-110 +801-110 +801-1100 L< a- N 8 Z 58 +80/•110 +801-110 +801-110 +80/-110 +80/-110 +001-110 +801-110 +80/410 +801-110 +801-110 +801-110 g 61 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 0 Z W rn 63 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80%110 > 0- 64 +801-110 +801-110 +801-110 +801-110 +001-110 +80/-110 +801-110 +801-110 °111 '�sa0 sauaS S6 +801-110 1 +801-110 +801-110 +801-110 +80/-110 +001-110 +80/-110 `1 t t H t I 1111" 1 GB +001-110 1 +001-110 +801-110 +901-110 +801-110 +80/410 LYtuN 70 +80/-110 +80!•110 +801-110 +801-110 +BO/-110 MAX,O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING ;♦ ,`� THROUGHTHE FRAME PERSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 t1, •L.10EN$F'•, 72 +80/-110 +801-110 +801-110 +801-110 Q 74 +801.110 +80%110 +80/-110 APPUESTOB,CORD ANCHORS *; '•� NO.58705 (SEE TABLE 2) NOTAPPUCABLE 76 +801-110 +801-110 11 77.76 +801-110 1 ?J '•• (�J ,0,�'.• FTA E Cis '•.CORIDP,.•'G�Z�� NOTES: /`SlONAL 1)BUCK DIMENSIONS SHOWN. �'/1/ I%%,\' \ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FR WITHIN. _ REX 58705 1 1.376° 3.500' 3.500" 3.500' 3.600' .062' ��— .062' ��— .062' .062' 355° 5 .060• OANCHOR COVER 1.483' 1.483' 1.483' 1.483• .864' .301" .611' O o .625" ❑ o ❑ ❑ 1 T1.31y75' J'CHANNEL FRAME I FLANGE FRAME 1 3175" INTEGRAL FIN FRAME 4 EOUAL LEG/BOX FRAME 'CH I} k J— ALUMINUM SILICONE HOT-MELT BUM REINFORCEMENT POLYISO DESICCANT FILL AREA •80��r .175' STRUCTURAL BUMENE_ 14--1L SILICONE 5/16'NOM. SEAL 5/16"NOM. STRUCTURAL 3/16"NOM. 1/4"NOM. FOAM SILICONE SEAL POLYISOBUMEN WITH BUM& WITH DESICCANT DESICCANT DESICCANT ROLL-FORMED O7 1"BEAD FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT,GLASS INT.GLASS EXT.GLASS I INT.GLASS INT.GLASS INT.GLASS MITERED CORNERSWITH KODISPACE SUPER DURASEAL@ XL EDGETM EXTERORAND BD 4SG TPS 5, SPACER®NXTTM e2 SPACER OSPACER WELDS TABLE 14: # Part# Description Material -RODUCr REVISED 1 620117 J-channel Frame PVC .,c=plyin8 with the F4 rda 3uildm6 Cade 1 7 0(014. 2 620118 Flange Frame PVC A�mrxaae NO 3 620119 Integral Fin Frame PVC E°B"onDatQ� OZO 4 620120 Equal Leg/Box Frame PVC ey bfiaa Dodo. ect 5 620133 Anchor Coyer PVC 5 6 720136 7/8"Glazing Bead PVC NO CHANGES THIS SHEET. FRAME 7 1 720135 1"Glazing Bead PVC ASSEMBLY DETAILS7 74 1 lBackbedding,GE 7700 or Dow 791 Silicone _ 78 1 71646N ISetting Block(7/8"x 1"x 1/8"),85+/-5 duro. I EPDM EXTERIOR1 1070 TECHNOLOGY DRIVE 'LICENSE N.VENICE,FL 34275 NOTES: (941)-480-1600 _* NO.58705 PartDescription Materiel 1)SOME PARTS NOT SHOWN FOR CLARITY. ?nT # 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER ® COPYRIGHT®2017 PGT INDUSTRIES,INC. '�l 80 Kommeflin 4SG TPSS Spacer stem FRAME TYPES APPLY. CERT.OF AUTH.#29296 ALL RIGHiS RESERVED ��9 p y 3)ITEMS#8.73,75.77&79 ARE NOT USED AND ARE . irj) Seo this NOT PART OF THIS APPROVAL. v '- '• 81 Quanex Super Spacer nM with Hot Melt Butyl 4= VINYL FIXED WINDOW NOA LM&SM 9/9/14 i c4ORID11 C�� Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA ( ) 82 Duanex Duraseal Spacer Materials EXTRUDER CODE. u o '�,;5'S/p•• �vv 83 Cardinal Edge Spacer o BOM&ASSEMBLY 6m J ROSOWSKI //f NAL10, REFERENCE TEST REPORTS:FTL-8717,8968&8970 = PW-5520 ° NTS ` 11 OF 11 d A.LYNN MILLER,P.E. h 02 MD-5520.0 B P,E.#58705 f l i1 FILE, C; PECEIVED JUL � 6 ?019 M IAM 1-RADE MIAMI-DADS COUNTY ® ST. !rude County, Permitting PRODUCT CONTROL SECTION -�"�- 11805 SW 26 Street,Room 208 DEPARTIIIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wtivw.miamidade.gov/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 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 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 detennined 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"5570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10105115,with revision A dated 04/05117,signed and sealed by A. Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-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 change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1210.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. i NOA No.17-0420.06 MIAMI DAM IOUNT-- a i'�u Expiration Date: A rrl 14 2022 r 84 1 P P Approval Date: September 28,2017 Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 11-010 7.04) 2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10105115, with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with masked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No.FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test,report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.,FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8548,dated 12/04115, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 01/04/16 and 02/11/16) orge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FSC,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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8549,dated 11/06/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,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 vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No.FTL 8552, dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6337(samples A-1 thru A-5),dated 12/06/10, signed and sealed by Jorge A. Causo,P.E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT,dated 12/09/1 Sand last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. .. (Submitted under NOA No. 15-1210.01) -- --� Jorge M,Plasencia,P.E. Prod et Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows and Doors",dated 12/08/16,expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated(Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15,expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA,Inc.for their"TAN 3040 and Lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08110/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTMS-84,ASTMD1929 and ASTMD-63 5,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted tinder NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc.for their"SentryGlas@ (Clear and White)Interlayer",expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their"Trosifol@ Ultraclear,Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M.Plasencia,P.E. P/,d ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval.Date: September 28,2017 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-511 Edition (2014) and FBC-6th Edition(2017), issued by manufacturer, dated 08/14/17, signed&sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17,issued by manufacturer, signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17,signed by Ishaq Chanda,P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.",approved on 03/03/16 and expiring on 04/14/21. Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING INCLUDING POCKETS &90°/135° CORNERS GmaP Anchor Suhdtate FremaMemher Min.Ede. Min. RATED FOR LARGE&SMALL Dlatanca Emhadmont MISSILE IMPACT RESISTANCE P.T.Sala m Ins ea 611V mb 0116• 1 8' GENERAL NOTES: (sc-°.551 p eta• tare• 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. Alumlmm;1083 Ts Haad sNlJamb are• tra. DESIGN PRESSURE RATING 012,stool SMS(GS)or 2)DESIGN PRESSURES: 410 B.S.SMS 0.126 min.tNakrmea P-hook 3/8' 1/a° SEE TABLES 1,2&B1,B2 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (hJn 11 O mamM) btaal,A3e• Haod SUVJamh 316 o.0e0 ON SHEETS 7 P.8 A 0.080`Mn.INckrta.a P4wok 7/e' 0.080' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. sto.l stud,AM Gr.33 H..d1SUVJamb 318• 0.071't4 Ga C.DESIGN LOADS ARE BASF ON ALLOWABLE STRESS DESIGN,ASD, 0.°71 mn.uucknaae Phoak 3/8• 0.071 14 Ga. 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4'Etco Ultmc°n P.T.Southern Plnoamb 1• pl�-3/8* INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SG-0.ss P•hook 1•SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 1/4'Elea 410 S.S.Cml.M.. P.T.3oulhomne Hced1SIIVJamb 1•..a4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B 012,slat[vvcd ecrew(G51 P.T. ou hamPineHoad/SuvJ.,mb Bis"6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT, scao,ss P4tmk 9116•6)REFERENCES(NONS):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION Ccacmto Rhook 1"SOLUTIONS USA,INC.ORVISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES 1/4'Elm Ultrama tnh 2.85 Ms H..d/SUVJamb tans•Ungmutod CMU, Jsmb 1•(NON-WHITE)RIGID PVCNOAAND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM ceo P.rMb t• REFERENCES!TEST REPORTS):FTL-6337,6338,8046-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; (ASTM od CM , Jamb 1114• 1.1/4 CAMBRIDGE 535753-09; 1/4'Elea 410 S.S.CmteFlex (ASTMnc CJO p�hook 1114• 1.1/4' GENERAL NOTES.............1 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE ° C 3.35° HaeasnuJamb ta116• 1-3/4• min.W ks P-hook i' 1a/4• EXAMPLE CONFIGS..........2 i HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Conomie Head SuvJamb 1.712' 1-318• INSTALL DETAILS..............3-6 i FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA mk z22kc P•hmk t-1rr tale DP/ANCHOR TABLES.....,..7-8 BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). t/4•E ea 1B B S.O. itch CMU, Jamb z +•+t4 EXAMPLE............................e I Agg-Oal°r ASTM G80 P•hook 7 1.1/4' I 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.SouhoC rap Hoad/SIIVJamb 2- 1118• GLAZING DETAILS............10 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR GLAZING MAY BE SUBSTITUTED, (82=0.55) P•huuk t° tare• ANCHOR LOCATIONS.......11-16 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. Wnerulu HoadrsllVJamb 2.112' tare• PANEL TYPES...................17 ANCHOR NOTES: 1/4'Elm Whomn ('Wgm-2 86 Ms p4m°k z 112 1a/e• EXTRUSIONS.....................18 Unemutod CMU, Jamh 2.112• 1.114' 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY D ASTM ceo p•hook 2.1/2• 1.114^ ACCESSORIES..................19 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Cancmla Haadrs..k ad 2.1/2• 1.314 SCREEN DETAILS.............20 REQUIREMENTS. 114'Elra4tos.s.cmttR.. rdn3.35ks P4rook 2-112• tare• PARTS LIST........................21 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Ungmutad CMU, Jamb 2.112• 1-tl4 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL (ASTM C-90 P4ao 2.1121 t•1 4 PRODUCT REVISED IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2°THICK OR •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as complyin with the Ftorlda MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Building CatPo GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. NOA Ho. 17-0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL. Etrplratian Dato 0 4/1 412 0 2 1 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By BY THE AUTHORITY HAVING JURISDICTION. Miami 0 Product centro 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4-THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material *1515ksi Min.Fa LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 120 ksl SUBSTRATE IS WOOD,309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: teal410 Scre 110 ksl SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),STH EDITION Elco Aggre•Gatol® 00 ksl •2014 FLORIDA BUILDING CODE(FBC),STH EDITION INSTRUCTIONS: -ASTM El 300-09 Elco UllmCon® 177 Its[ 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 410 SS Elco CreteFlex® 127.4 ksl 189.7 ksl SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI S100•ALUMINUM2 DESIGN MANUAL,ADM-2016 6063-TS 8t Mnum 38 ksI 2528 ksI `1 ONY LY GLASS/REINFORCEMENT. •AISC 360-10 Gr.33 steel Stud 33 ksi q5 ksl �� 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR :1 N0.50705 HEIGHT. S VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 — Tk 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE GENERAL NOTES @� J ROSOWSK1 '•. 4 LY I}L DISTANCE. ® ° �O,n., s q �` COPYRlOHTGro17 rGrlrmusmss.mc. ¢� UPDATED TO FBC 2017,VINYL MFG. F '�<ORIOA.�' 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN auw0ttrsRESEayso 04!06/17 <S,`........• Cj) PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. . 1070 TECHNOLOGY DR ''�S,7ONAL 1EN 1`' 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 As 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1800 SGD-5570 NTS 1 OF 21 MD-5570.0 A A LYNN MILLER P.E. CERT.OF AUTK P19M P.EO 68705 I MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANE WIDTH PER TABLEnUNIT MAX..UNI PER TABLES 1&2 _1 PER TABLES 1&2 , PER TABLES 1&2 MAX / MAX.UNIT / / MAX.UNIT a HEIGHT alai HEIGHT �^ HEIGHT / / �^ �^ PER TABLES I&2 TABLES / / �g PERTABLESI&2 /i /� / I PER Poor�� 1 vocwr�� IN TABLES 1I _ji &2 1 PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS K17 eb MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH F I PER TABLES 1&2 " PER TABLES 1&2 PER TABLES 1&2 �— a ° I � MAX.UNIT MAX..UNI ' ' / �� MAX..UNIT } / �� HEIGHT E GHT Sore HEIGHT / HEIGHT �^ TABLES 1& PER TABLES 1&2 / / / /• / g PER TABLES 1&2 J J 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER.TYP. � OUI9UECAPtgR5M0YM,INSIOECAPxER51Y6/,R 4 'PRODUCT REVISED MAX.UNIT WIDTH MAX UNIT WIDTH aS compiyIng with tho Florida Buliding Code NOM.PANEL WIDTHNOM.PANEL WIDTH NOA-No. 17-0420.06 9 PER TABLES 1&2 q)] PER TABLES 1&2 Expiration Date 04/14/2021 ® , By (� I3 ®. i Ib Mlami- de ro uct Control MAX.UNIT ' 3 ' / MAX.UNIT ' alai /, �� HEIGHT / HEIGHT a1^ PER TABLES 1&2 1 h / f PER TABLES 1&2 / / / r / / 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: OPERABLE "0"=NOPERABLE PANEL NOM PIANEL WIDTH PANEL PANEL WIDTH +1-3/16" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "p"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" Q:• SF';!! POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" �¢ No,58705 2)90°&135•CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS.DOOR NOA(LM) m 10/06/15 _-u 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS w J ROSOWSKI ;�', 9")5z i�� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER coarai°irtozo»Pdrwdusmes.INc. NO CHANGES THIS SHEET. �i' 04/05/17 '�,,�,S7�NAL G ALL nianrs nESEavEd 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DR N.VENICE,FL 34275 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' !—SHEET NUMBER (941)480-1000 SGD-5570 NTS 2 OF 21 ' A.LYNN MILLER,P.E. CERT.OFAUTltf29t98 Sz MD-5570.0 j# A P.E.95e705 DETAIL El AN EMBEDMENT E �Io E2 DETAIL DETAIL E4 EDGEDS DISTANCE OASONRY INTO DADE APPROVED MULLION,FBC 1%BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR NP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETE/CMU FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE r REQUIREMENT EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 DISTANCE DISTANCE K EMBED ; EDGE DISTANCE a. MENT EMBEDMENT EMBEDMENT EMBEDMENT ---J 1/4 MAX 1/4"MAX. a iXOR2XWOOD n 1/4"MAX. s 1/4"MAX. 7TaYP. s 1/4"MAX. Q BUCKSTRIP,SEE 11 u ANCHOR NOTE 3, a TYP.ANCHOR TYPE,EMBEDMENT AND CHOR TYPE,EMBEDMENT AND SHEET1 eEDGE DISTANCE PER SUBSTRATE,SEE ISTANCE PER SUBSTRATE,SEE r TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,-SHEET 1&NOTE 3,THIS SHEET NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / LOCKSTILES, U 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRAGALS, fD(ED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-B-9/1 611 HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. EVERY ANCHOR PANEL HEIGHT=DOOR HEIGHT-2-1/2' (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING SEEHEIGHTLENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTE s, SILL RISER PRODUCT REVISED THIS SHEET VARIES WITH EXACT DIMENSIONS, as complying with eh°Florida Building Cogo REQUIRED NDA-No. 17.0420.06 MEMO POSITIVE expiration Dato 04/1412021 DESIGN u9iPRESSURE, .390-►I F t- Dy 8 s2 - SEE SHEETS 0 .390-►{ F+- Mlam-Da Product Control �loR st ORS 7&B. .390� I+ G7 2s oR xe �+-390 2.3� -] 2.947 1/4"MAX. 33 ns #42 SHOWN I 1.T2.887 L 3.484 4.041 #43-45 ALSO APPLY .823J_f GROUTAS I s 1917NEEDED,SEE ANCHOR NOTE 13 2 72 2-1/2"=TOTAL 06 A 06 .060 J 060 5,SHEET 1 e 0 1!4"MAX. s Q SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER \��tt lirr �� ®0_< ' dQ —Il 4Z( O( d4(4-1/16"TOTAL 45(4-5/a'TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT SILL HEIGHT) `���ON`(.LYA.N.ti EMBED- EMBEDMENT MENT J " a -DISTANCE .4 VINYL SLIDING GLASS DOOR NOA(LM) g 10/05/15 _ No.58705 6 EDGE TYP.'ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL XSECT. � J ROSOWSKI ;�t> DISTANCE EMBEDMENTAND 2X WOODBUCKSTRIPOR EMBEDMENT AND ® �O�•, srATEOF , EDGE DISTANCE HOR EDGE DISTANCE COPYRIGWO 17 PST INDUSTRIES, PER ANCHORMU SER EE TABLE AE, FRAMING,NOTE 3, HCEET I SPER EE TABLE SUBSTRATE, 1070 TECH S R O Y DR1Na NO CHANGES THIS SHEET. 04/06/17 %�SS�ONAI ANG?;` DETAIL F1 DETAIL F REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE, -1 34275 INTO MASONRY IMO WOOD (Q41)-4$Q-1600A LYNN MILLER,P.E. RL THIS SHEET THIS SHEET CERT.opnuem�ss SGD-5570 NTS 1 40F21 0� MD-5570.0 91 A P.ElI6870.5 2 /D7t Q©o INTERIOR 26 71 to (4)THRU KEEPER 17-1 m 2 INTERIOR 69 98 @MAX3.6-O.C., 25 28 90,MAX 18.6"O.C. INTEMOR SEE SHEET 10 -H-2� 30 19 INTERIOR DETAIL 4)THRU KEEPER @ MAX MWOUTSIDE CORNER OR E100 C. aG.,SEE SHEET 19 0 \--@ o 90, eg INTERIOR DOE: 'p 94 MAX 18.6w.ac- fEXTEnRIOR EMRIOR 26 28 DETAIL GI DETAIL H1MAX 18.6"0. QQ 135* ow 4 (4)THRU KEEPER EXTERIOR go @MAX3.6-O.C., SEP SHEET 19 FRS !9M PRODUCT REVISED 1011=1ZITT.with the Florida NOA-N.. 17-0420.06 O135° Fxplratlon Date 04/1412021 INTERIOR ntra O 2 00[A II NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14 815 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR (BOR 26 QUANTITIES,SEE TABLES I&2. 33 38 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION.35 MAX I a. go 69 VINYL SLIDING GLASS DOOR NOA(LM) Ig 10/05/15 No.51370S (4)THRU KEEPER @ MAX Go 3.5.O.C.,SEE SHEET 19 DETAIL G2 CORNERASTRAGA L HORIZ.X-SECT. 11 All J ROSOWSKI �0 OUTSIDE CORNER 135' COPYRI,ALL RIGHTS R�7ese+"-°Rv°Ep Wr NO CHANGES THIS SHEET. 04/05117 070 TECHNOLOGY DR N.VENICE,FL 34275 lag (941)-480-1600 SGD-5570111 NTS 111 6 OF 21 1191 MD-5570CERT.OF AUTH.Y29298 .0 1PI A A.LYNN MUER,P.E. P.E.#68705 DETAIL 11 DETAIL 12 QPTIONAL NON- INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR c tl � CONCRETEICMU n21 EDGEPER ANCHOR INTERIOR POCKET INTERIOR TYP.ANCHOR TYPE,EMBEDMENT DISTANCE•:JAMB ,• 33 AND EDGE DISTANCE PERREQUIREMENT SEE FIO 1, SUBSTRATE,SEE TABLE A,INTERIOR POCKETS MUST + e FIGURE 1,INTERLOCKS AT POCKETS: INCLUDE A NON STRUCTURAL, THIS SHEET SHEET 1$NOTE 3,BELOW:' 0`' FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER ° OPT. INFILTRATION. 21ANCHOR MAX. 17 OPT. EMBEDMENT POCKET BY OTHERS,SEE 17 OPT' NOTE 6 BELOW. d _ MEf�T ERI°R 'd FOR DOOR HEIGHTS OVER 98" 4z.; OPT. 1/4"MAX. •' ANCHOR 10 s7 21.9" CONCRETE/CMU SE€FIG 1,s1 30 q MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT ERI a THIS SHEET AND EDGE DISTANCE PER _ EDGE PER ANCHOR n 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT `J" d $NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 01 z1 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A. B EET.1 BE A MIN.OF 3 THREADS BEYOND $NOTE 3, ELO EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE — FRAMING,SEE ANCHOR as complying with the Florida Building EDGE DISTANCE NOTE 3,SHEET 1 NOA-No.Codo 17-0420.06 DETAIL 13 DISTANCE OPT.ANCHOR OPT.ANCHOR Expiration Data 0411412021 INTO METAL - EMBEDMENT I 17 OPT. � 4 17 OPT. M,amr- o Product Control EMBEDMENT 1/4„ o DETAIL 14 114"MAX. o MAX q INTO WOOD EXTERIOR � '� 10 SEE FIG 1, SEE FIG 1, d THIS SHEET 31 THIS SHEET 30 80.27 EXTERIOR 22 ID 21 01 EXTERIOR POCKET `\�.��pN. L . .... ` .• �1GEN3F l� EXTERIOR POCKET Q.:• '-•;R� _ * NO.58705 A, VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 NOTES A 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT. jm` J ROSOWSKI 2)REFER TO ANCHOR NOTES,SHEET 1. ® ;O� •8 3)SEE SHEET 13 FOR ANCHOR LOCATION$SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1$2, coPvnroxrozol7 PGrarousTwEs,INa NO CHANGES THIS SHEET. a�� 04105/17 '.�s '•F�ORIDP,.• 4)SEE TABLES 1$2 FOR REINFORCEMENT REQUIREMENTS. Au wGHrs RESERveO 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1800 SGD-5670 NTS 1 6OF21 R$ MD-5570.0 j$ A A.LYNNMILL[RPE CERT.OF AUTH.A20280 G P.ED 58705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for alt approted configurations on Sheet 2) Usa this table for. Dow Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 80" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 6B-15116°DLO Height 7215116"DLO Height 84.15116`DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE LocksBle Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Relnforcemt:nt#27 A I B C D A 1 C D A B C 57 CONSIDERED,SEE TABLE B1,THIS SHEET. NDeslgn Pressure +601-60 psf +60/-60 psf +60/-60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19.1/8" d/S61 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLOmb 6 5 5 b 5 5 5 5 5 6 5 6 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. ogk T 7 7 7 7 7 7 7 8 8 8 8 Pressure +601.60psf +601-60psf +601.60psi THE#OF ANCHORS REQUIRED THROUGH THE P-HOOKd/8111 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1PERPENDIGULARTOTHEGLASS.. 30•' DLOmb 5 5 5 6 5 5 5 5 b 5 5 6 n Width � ---F--hook 7 1 7 7 7 7 1 7 7 7 8 8 a 6 Design Pressure +60/-60 psf +60/-e0 psf +601-60 psf ' 31-1le" Head/Silt C3+1 03+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 C3+1 C3+1 a 36" DLO Jamb 6 5 5 5 5 5 5 6 5 5 5 b Width P-hock 7 1 7 1 7 1 7 7 7 7 7 8 a 8 1e zDesign Pressure +601-60psf +601-60 psf +601-60 psf 37-1/8' HeadiSlil C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 TABLE B1: 42" OLO Jamb 5 5 5 5 b 5 5 5 5 5 5 5 �2H Width Water-Limited FIG 1: P-hook 7 7 7 7 7 7 77a a a a (+)Design PressureNGTH Design Pressure +60/-60psf +601-60psf +601-60psf 1441j4-111W ill Max.(+)DP 43-118" Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C$+1 03+1 G5+2 C3+1 C3+1 C3+1 t Allowed DOOR ASSEMBLIES 46" DLO Jamb 5 5 5 5 5 5 5 5 6 5 6 5 6' Sea Note 2 C4 INSTALLED WHERE THE PRODUCT REVISED Width ur OVERHANG OH LENGTH IS as complyln with the Florida P-hook 7 7 7 7 7 7 7 7 8 8 8 8 ( ) ' +38.7 psf x EQUAL TO OR GREATER THAN eummao Code " +60.0 psf p THE OVERHANG HEIGHT IS Hoa-No. 17-0420.06 USED IN EXAMPLE ON SHEET g 6" +60.0 psf EXEMPTED FROM WATER Expiration Date 0411412021 INFILTRATION RESISTANCE." +60.0 psf By ;> - htlam Product Control DLO WIDTH=NOM.PANEL WIDTH-8-9116" %% it i i l 1777 DLO HEIGHT=DOOR HEIGHT-11-1/16" ��aONY LYNIy 0i�� PANEL HEIGHT=DOOR HEIGHT-2-1/2" ttct u TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 =*? N°'S67o5 ; i)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. e DP&ANCHOR QUANTITY TABLE m J ROSOWSKI ly0_ sr iii�}} 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 4,A SILL RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. Cop"IGW020»Pcr umusmiEs,ric. NO CHANGES THIS SHEET. 04/05/17 i��`� '�t pgipP,.•'��� 3)SEE SILL RISER TYPES ON SHEET 4. ALL wotrrs REseavm II a ��irj�NA1 d}SHEET APPLIES TO 2,3 AND#.TRACK CONFIGURATIONS. N.VENICE,FL 34275 1070 TECHNOLOGY DR S rr rr 111101 t 5)REFER TO ANCHOR NOTES,SHEET 1. (941)-460-1600 A.LYNN MILLER,P.E. 6)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING CERT.oFAUK N29YBB SGD 5570 NTS 7 OF 21 'h MD-5570.0 A P.E.959705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 oro BO" 84" 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16"DLO Height 72-15/16"DLO Height 84-15/16°DLO Height 98-15/16"DLO Height 108.16/16"DLO IlelghtKMIDSPAN THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement 425 Anchor Group . Anchor Group Anchor Group Anchor Group Anchor GroupMAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Inledock Reinforcement#28 A B C D A B C D A B C D A 13 C D A B C DCONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +100/-100 psf +100/-100 psf +100/-100 psf +60/-65psf +60/-65psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-118"DLOHead/Slll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO OF PANEL). Width Jamb 5 5 5 5 5 6 5 6 6 5 5 6 6 6 6 6 6 6 8 6 TOTAL#OF ANCHORS THROUGH THE JAMB. P-Hook 7 7 7 7 7 7 7 7 8 1 8 8 e 9 9 9 9 10 1 10 1 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100 psf +100/-100 psf +100/-100 psf +601-65psf +601.65 psf PERPENDICULAR TO THE GLASS. 25118" Head/SIII C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 G3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 1 9 9 10 10 10- 10 Design Pressure +100/400psf +100/-100 psf +100/-100psf +60/-65psf +60/-65psf 31-118° Head/SIII C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 03+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 FIG 1: 36" DLO �LENGTH Width Jamb 5 5 6 5 5 6 6 5 - 5 5 7 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 DOOR ASSEMBLIES Design Pressure +100/-1oopsf +100/-100psf +1001-loopsf +601-65psf +601-65psf 0 INSTALLED WHERE THE a 42" 3DL0° Head/Sill C6+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 = OVERHANG(OH)LENGTH IS Jamb 6 5 7 5 6 5 7 6 5 5 6 6 8 6 8 e 6 6 7 6 = EQUAL TO OR GREATER THAN Width O THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 7 7 7 B 8 8 8 9 9 9 9 10 10 10 10 EXEMPTED FROM WATER E Design Pre sure +100/-100psf +100/-100psf +92/-92psf• +601-65psf +60/-65psf INFILTRATION RESISTANCE. 43-1/8" HeadfSill C5+2 I C5+2 C5+2 C3+2 05+2 C5+2 C5+2 C3+2 C5+2 C5+2 jC5+j2C5+2 C6+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48° DLO m5 6 7 5 6 5 8 5 5 5 5 8 8 7 6 6 6 6 6 Width7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 10 10 10 10 TABLE B2: PRODUCT REVISED ascompI Iwith tho Florida Design Pressure +80/-80psf +80/.80 psf +801-80psf +60/65psf +54.11-58.7psf Water-Limited Bulldingnond�o 49-1/8" Head/801 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+21 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)Design Pressure Naw-No. 17.0420.06 54" DLO Jamb 5 6 8 5 6 5 7 5 5 5 8 5 6 6 8 6 6 6 B 6 SIII Nom.SIII Max.(+)DP Expiration Date 04/14/2021 Width Riser Height Allowed e P-hook -y-r-7 7 7 7 7 7 7 B 8 B 8 9 9 9 9 10 10 10 10 y Design Pressure +801-80psf +801-80psf +80/-80 psf +59-1/-64psf +49.61-53.7psf None 1-11116" See Note 2 Mia - Product Control 551/8" Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+M81 +2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 2.112" +38.7 psf 60" DLO Jamb 6 6 6 5 6 6 7 5 B 5 8 8 8 6 6 8 8 6 43 3.112° +60.D psf Width P-hook 7 7 7 7 7 7 7 7 8 8 9 9 g 9 10 1 10 1 10 1 10 44 4-1/16° +80.0 psf •+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4.5/8" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8.9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" \ N4 LYNN PANEL HEIGHT=DOOR HEIGHT-2-112° TABLE NOTES: No.58705 VINYL SLIDING GLASS DOOR NOA(LM) a 10/05/15 'F= 1 IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 0 --7- - AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. ® 9 DP&ANCHOR QUANTITY TABLE I& J ROSOWSKI ��3* s1 1 �e 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. coFriuoaroscir rcrwousrlvEs,wa NO CHANGES THIS SHEET. 8 04105/17 Fton..... 3)SEE SILL RISER TYPES ON 8HEET4. / '••NA G� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �''ris��NAL1E���� 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941 ERT.OF 80-1600 SGD-5570 NTS 8 OF 21 MD-5570.0 19#IA A.rYp"i68705�PE CERT.OF AlrM G291B6 h EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINEICENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, ®INTERIOR POCKETS 6 OF INTERLOCK �`OF INTERLOCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX OF PANEL fCENTERLINE CENTERLINE I CENTERLINE PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.8 PSF OFPANEL 2 OFPANEL3 POCKETBY OTHERS,SEE NOTE 6, SHEETS '+2' 26-3/B'MAX. ANCHORAGE, "+2'ANCHORAGE, 8' B" SHEETI2 SHEET I2 '+2'ANCHORAGE, MAX, .0 31 C3.r. SHEETI2 SHEETI2 SHEETI2 END ANCHORAGE EXTERIOR SEE POCKET JAMB (MIN.I ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHORNON-STRUCTURAL ANCHORS MAY SHEET TO AID IN —� BE ADDED INFIELD AS NEEDED TO Q PXXX(3-TRACK) ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR L_CENTERLINEL_CENTERLWE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK I OFINTERLOCK ANCHOR INFORMATION. B" CENTERLINE CENTERLINF. I CENTERLINE MAX• OF PANEL OFPANEL2 OF PANEL POCKETBY a 0 EXTERIOR INTERIOR OTHERS;'SEE ° o NOTE B, 0 0 o 0 0 0 0 SHEETS ANCHORAGE, ANCHORAGE, 8' SHEET II SHEET11 "+2"ANCHORAGE,7EXT.R MAX, "q°CLUSTER, 'C3"CLUSTER, SHEET11 SHEEi11 IOR - 12'MAX. 21.6" FRAME JAMB SHEET 11 END ANCHORAGE MAX. REQUIRED Q SEE POCKET JAMB (MIN..1 ANCHOR) O.C. INTERIOR POCKETS INSTALLATION ON SILL ANCHORAGE DETAILS SHEET 8 1)KNOWING THE PRODUCTPXXX(3-TRACK)'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PRODUCT REVISED FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF oe complyy[no with the Florida Bulldino(:redo +48.21-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 17.0420.06 DESIGN PRESSURE IS+60/-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. DISTANCETO NEXT CLUSTER expiration Data 04/14!2021 TO BE 26-318"O.C.OR LESS FOR WOOD INSTALLATION USING ANY HeedlSil! q+2 Miami vaqprpmumt Control ANCHOR IN GROUP A(SEE TABLE A),TABLE 1 Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: e•MAx. HEAD(CLUSTER ANCHORS);SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL OPT.ANCHOR MAX. THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TOAIOIN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT r MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-318",OTHERWISE ANCHORS ARE NOT REQUIRED AS `11111 I I I 111117 ANCHORAGE ANCHORAGE THE (INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE RLOCKIASTRAGAL PER THE FIGURE ABOVE: ;��l�`�N�c NSF DETAILS DETAILS MIDSPAN OF EACH PANEL. :' JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 4 10/05/15 _TIT;' N0.58705 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL __ 1 A)SHEET 2 FORALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. �'STRAIGHT DOOR EXAMPLES J ROSOWSKI Q ' LOCATIONS OF CROSS-SECTION DRAWINGS. Ry. APE o B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN 00"M Hlo2o1T PBTwousT [No. a NO CHANGES THIS SHEET, 04/05/17 c F ..amu C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: ALLwaHTSReseavEO %�(CS''•.�oR1DP.• D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DR � E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 r r I I I 1111 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941)-480-1800 SGD-5570 NTS 9 OF 21 MD-5570.0 � A A.LYNN MILLER,P.E. CERT.OF AUTH.0182M C P.E.r{68705 1-1/16"NOM. 3/16°HS GLASS— 3/16°/HS GLASS 3116°/HS OLASS� 3116'/HS GLASS 3116"ANN GLASS— 76 76 .090'PVB .090°PVB .090'SG 7/16°AIR SPACE— n 7e 311 B°ANN GLA PAINTED/ 3116'HS GLASS PAINTED/ 3/16'HS GLASS 3/16"T GLASS PAINTED/ PAINTED! LAMINATED LAMINATED LAMINATED 6Y 83 LAMINATED e0 o fit —— SURFACE _ eo o e1 —— SURFACE 88 o at —— SURFACE SURFACE a EXTERIOR I \ (3 EXTERIORI \ (3 EXTERIOR I- \ (�EXTERIOR / \ PRODUCT IS'EXTERIOR• I I PRODUGTIS'EXTEMOR- I 1 PRODUCT IS-EXTERIOR- I I PRODUCT IS'EXTERIOR- { GLAZED'IF#80.81 13 7/6"NOM. GLAZED'IF#80.81 IS 718'NOM. GLAZED"IF#80-91 IS 718"NOM. GLAZED'IF#82.83 IS 1 718"NOM. TOWARDS THE EXTERIOR,I D GAS TOWARDS THE EXTERIOR I GLASS TOWARDS THE EXTERIOR, I GLASS TOWARDS THE EXTERIOR I D I GLASS I BITE I BITE I I BITE I BITE a INTERIOR I �WNRIOR I a INTERIOR I a INTERIOR PRODUCT IS•INTERIOR- I PRODUCTIS'INTERIDR- PRODUCT IS-INTERIOR- 'I I PRODUCT IS'INTERIOR- I I GLAZED'IF#80-81 IS I 79 GLAZED'IF#80-81 IS I 79 GLAZED'IF 080.81 IS I 79 GLAZED-IF#82.83 IS I 79 TOWARDS THE INTERIOR I TOWARDS THE INTERIOR I TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR SEENOTEZ 85 SEENOTEZ 86 SEE NOTE 2, a6 SEENOTEZ OB THIS SHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "H,9"=HEAT STRENGTHENED SILICONE HOT-MELT BUTYL "T"=TEMPERED STRUCTURAL 1-1116 NOM. 1-1/16'NOM. "PVB"=•090"TROSIFOLO PVB INTERLAYER STRUCTURAL SILICONE 3116'HS GLASS 3/16'HS GLASS 3116"NOM. BY KURARAY AMERICA,INC. POLYISOBUTYLENE 114°NOM, FOAM WITH .090'PVB .090"SG "SG"=.090"SENTRYGLASO INTERLAYER BY KURARAYAMERICA,INC. WITH DESICCANT DESICCAITH NT 3116'HS GLASS Ts 7e 3/18'HS GLASS 75 >e j EXT.GLASS EXT.GLASS 7/16°AIRSPACE 77 78 7/16"AIRSPACE— 77 7a PRODUCT REVISED 3/16"T GLASS 3116'T GLASS as eomplyylng with tho Florida PAINTED/ PAINTED/ BulldinH Codo OD g3 LAMINATED 82 O 63 //-�—'LAMINATED NOA-No. 17-0420,06 SURFACE � / SURFACE ExPlratlon Data 04/14/2021 INT.GLASS INT.GLASS FxTERioR / ExtFRIOR / . PRODUCT IS-EXTERIOR. { \ PRODUCTIS'EXTERIOR- I 6 KODISPACE SUPER GLAZED'IF#82-83 IS I 718'NOR GLAZED"IF#82-83 IS O Mlaml- atl ro a c rm { TOWARDS THE EXTERIOR I TOWARDS THE EXTERIOR I 7G NOM. 7a 4SG TPS 76 SPACERS NXTTm I I B�3 I O I RIAs a INTERIOR ' a INTERIOR ALUMINUM PRODUCT IS 9NTERIOR- I I I PRODUCT IS REINFORCEMENT POLYISO- DESICCANT FILL AREA GLAZED-IF#82.83 IS I 7o GLAZED"IF#82-831S I 79 I BUTYLENE TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. 6/16°NOM. SEAL 6118'NOM. Bt _& SIUCONESEAL SEE NOTE 2. so SEENOTE2, DESICCANT ROLL-FORMED THIS SHEET THIS SHEET t 11 1111 STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 FOAM ��•�O<,Y � •,,�. EXT,GLASS NOTES: �� LYIft,ve EXT,GLASS 1)13ACKBEDDING SURFACES SHALL = .F� NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =* No.d8715 INT.GLASS2)PRODUCT MAY BE EITHER " GLAZING DETAILS .£ J ROSOWSKI INT.GLASS INTERIOR OR EXTERIOR GLAZED, ® X73'• I f- ` DURASEAL® XLEDGET"' PROVIDED THAT THE"HS"SURFACE COPYRRiHi®2017PGTWDUSTRIES,WC. S TEOF S` NO CHANGES THIS SHEET. 04/05/17 %T''. ALL RIGHTS RESERVED FCOR... nO 7e OFA LAMINATED GLAZING UNIT IS %, S+'•• SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR �� �.,s70NA�EN��� N.VENICE,FL 34275 �7rrr 'II 1111` (941)-48G-1 600 SGD-55701NTS I 10OF21 j MD-5570.0 y4 A A.LYPN.E/IAI ER.P.E. CERT.OF AIITH.929296 58705 SILL CLUSTER ANCHORS LAYOUT: SILL'WINTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCKS PANEL_ CENTERLINE PANEL CENTERLINE 4'• CENTERLINE 4u CENTERLINE CENTERLINE_ u o 4" _4•' EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3° 2-TRACK CLUSTER'CS' '� 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 2-TRACK INTERMEDIATE -+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 4" CETTTERLWE 4" CENTERLINE CENTERLINE 4" CENTERLINE 4„ L Jr 0 EXTERIOR 322° EXTERIOR 3.22" _ EXTERIOR EXTERIOR 3,22" EXTERIOR -►-I 3,22" 3-TRACK CLUSTER'C3' V 3-TRACK CLUSTER'CS �J 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ID 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+T ANCHOR LOCATION '+2•ANCHOR LOCATIONS •+3'ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR INTERLOCK— INTERLOCK—� PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4° CENTERLINE CENTERLINE CENTERLINE 4" o 0 0 0 EXTrTE'1RyIOR 3.22" EXT�IERyIOR 3.22" EXT�IE-RyIOR EXTE TR IOR EXTERIOR93.2E2 ID " v 4-TRACK CLUSTER v 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE v 4-TRACK LOCATIONS'C3'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '+1'ANCHOR LOCATION °+2'ANCHOR LOCATIONS "r3'ANCHOROR LOCATIONDNS NOTES: FIGURES PERTAIN TO THE FOLLOWING 661 1)ALL DIMENSIONS SJHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.376" FOR ALL SILLS: ' PRODUCT REVISED T`II I I I I rI NI/j H6ed1801 +1 as complying with tho Florida ��` NY LYN Jamb 5 NOA- oCoddo W. N� NOA-No. 17-04:00.06 '��'''sLOENSF'•�(( i FIGURES STERANCMO 1EFOLLO NS:SILL P-hook 7 ` • CLUSTER ANCFIOR LOCAT10N6: Expiration Data 04/14/2027 13 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By _ ; Mfaml-O a Product Con ra ANCHOR LOCATIONS A � J ROSOWSmI 70 ( �� 14J ® ;OSATE OF ;• [�: COPYRIGHT®zolT PGTRDu5fREs INC. NO CHANGES THIS SHEET: N.VENICE,FL 34275 04!05/17 :;�S,' F?oRIO? G�=� ALL RIGHi9 RESERVED �`S70NAL HeadlSlJamb l 03 1 1070 TECHNOLOGY 5R 0� 7j/II III I III` 5 P-hook 7 (941}480-1600 A.LYNN MILLER,P.E CERT.OF AUTH.tlMIA10 9GD-5570 NTS 11 OF 21 MD-5570.02 A P•EJ/58705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"4-"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4'• INTERLOCPEL K— 4" PANEL CENTERLINE 4" CENTS AN 4" CENTERLINE CENTERLINE CENTERLINE P - Fg-��g EXTERIOR 1 3,22" EXTERIOR 3,22^ EXTERIOR EXTERIOR 3.22" EXTERIOR 3,22^ 2-TRACKCLUSTER•C3' ID 2-TRACK CLUSTER'C5' v 2-TRACK INTERMEDIATE' 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1'ANCHOR LOCATION '+2'ANCHOR LOCATION '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL Ilk INTERLOCK INTERLOCK PANEL PANEL — CENTERLINE 4" CENTERLINE a" CENTERLINE CENTERLINE CENTERLINE a" a.75" 11 Ila EXTERIOR 3.22" EXTERIOR --t 3.22" EXTERIOR ' EXTTEI-RIIIOR EXTERIOR CV3CEDIATE + RL2INTERMEDIATE RLOCATIONS 3-TRACK CLUSTERC3 &TRACK CLUSTER'C6' +,ANCHOOR LLOCATION "+T ANCHOR INTERMEDIATE v OAT ONS3.22" ANCHOR LOCATION ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK—� CENTERLINE CENTERLINE CENTERLINE an CENTERLINE_ `1" CENTERLINE 4° EXTERIOR 3.22" EXTERIOR 3.22 EXTERIOR EXTERIOR EXTERIOR4-TRACK INTERMEDIATE TRACK V 1v 4-TRACK CLUSTER 4-TRACK CLUSTER .+I'ANCHOR LOCATION ¢T ANCHORLOCATIONSRACK a ANCHOR OCATIONS•+3- 'C-TANCHOR LOCATION 'C6'ANCHOR LOCATIONS NOTES: FIGURES PERTAW TO THE FOLLOWPIG HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMMIATEANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375" FOR ALL'HEADS: 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: PRODUCT REVISED \\I Hefld/Slll +1 as eompwing with the Florida ��� ONY•LYnIN Jamb 6 Building Code �� '��:•'uCENS' �( FIGURES PERTAM TO THE LLOMG P-hook 7 OA-No. 17-0420.06 ` ��,• F •(� CLLSrER ANCHOR LOCATIONS: '.� Expiration Date _�.; No..58706 - VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 BYControl = 0 i Mia -0a mauct Con rol ANCHOR LOCATIONS 13 J ROSOWSKI =�0'. Sr E o o :etc•'••'�<ORIDT;,.•''��� GOPYRIGHT®eon Par wousrRlFs,wc. NO CHANGES THIS SHEET. �8e 04/05/17SSS'/ ALL wclrrs RESERVED 0NAL Te Headlsll C3 1 1070 TECHNOLOGY DR Jamb 5 N.VENICE,FL 34275 P-hook 1 7 941-480-1600F( A LYNN MILLER,P E. SGD-5570 NTS 12 OF 21 MD-5570.0 A P.E.a58705 PF- CERT.OF A111N.n9298 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL [Eft FIGURFS PrRYAD4 T01HE FOLLCIANW31AM ANCHORLOCArIMS: 2.375" 416" 7.125" H�acll$lll 03+1 21.6" 21.6' 21.6 Jamb (5 MAX MAX. MAX. 7 D.C. EXTRIOREO.C. EXTERIOR O.C. EXTERIOR Aj E5— oPT.ANCH R CJ TO+ID IN \ NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB)AS MAX. MAX. MAX REQUIRED TO MEET MIN.EDGE DISTANCE OF AN 2-TRACK FRAME FTTFACKFRAME CONSTRAINTS..IN CASE 4-TRACK NUMBER OF ANCHORS,THE MODD MAJORITY MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR. MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (6)WEEP NOTCHES PER END @ V X.500- PER END @ X.500- PER END @ 1 X.500- IL SILL , EXTERIOR E� EXTERIOR RIOR (3)TRACK WEEP HOLES (6)TRACK WEEP HOLES FAMAX. EVERY 24-@ 1.125-X.190-;—/ EVERY 24-@ 1.126-X.490"; (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190"; TO AID IN!� 24-@ 1.375-X AGO- (1)WEEP NOTCH EVERY 24-9 1375-X.509- (1)WEEP NOTCH EVERY . ALIGNMENT 24-@ 1.375"X.60D- NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED as complying with the Florida 1:1% LYNN OF ANCHORS REQUIRED IN THE P-HOOK. Dulldinglade ........ 411 NOA-No. 17-0420.06 FiGuriEs PERPM TO ME 1`011-OWING POCKErJAW ng0j6aW0R�MO Expiration Date 04/14/2021 j No,58705 VINYL SLID10ING GLASS DOOR NOA(LM) /05116 13Y- 4- . nt?, llliaml-�ga Product don ANCHOR LOCATIONS C 1.1,1-1 J ROSOWSKI ST,TE F tNc- c NO CHANGES THIS SHEET. jks�04/05117 �,s. ....... CC'PYRIGHT 0 2017 Far IKDUS1 RfES, �ONAL ALL RIGHTS RESERVED /t »aedtslu C3+1 1070 TECHNOLOGY DR k Jul F Jamb 1 5 1 N.VENICE,FL 34275 k LYNN mitim.P.E. (941)-480-1600 T-13OF21'1191 MD-5570.0 RE 0 CERT.OF AUTK M296 I lirSGD-5670111 NTSTJ VI FA _613705 HEAD 90'CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FlGUREB PERTAIN TO THE FOLLOWING BO•CORNER SILL ANCHOR LOCATIONS: "moi 90° 1'r TT 4° 4° 4° 4" 4" 4" 4- 4" I Head/sill 1 3.22° EXTERIOR 3.22"EXTERIOR >Ai Jemb 5 2-TRACK BY CORNER 2•TRACK BO'CORNER JJJIII P-hmk 7 'C4-ANCHOR LOCATIONS 'OB'ANCHOR LOCATIONS 2-TRACK BY CORNER EXTERIOR 2-TRACK BY CORNER EXTERIOR (USE WHERE-C3-IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) •COANCHOR LOCATIONS °C6°ANCHOR LOCATIONS nn (USE WHERE-C3•IS SPECIFIED) � (USE WHERE'CS'IS SPECIFIEO) V 0 4° 4" 163.22- 4° ovRcomp,pCpIngREVISED wElthh the Florida Bulldln9 Ccdo NDA-No. 17.0420.06 expiration Date 04/14/2021 By N.ml-6 O Product Control EXTERIOR 3.22" EXTERIOR 3.22° 3-TRACK BY CORNER 3-TRACK BY CORNER ���jj__ 3-TRACK 80'CORNER EXTERIOR 3TRACK BO'CORNER EXTERIOR •C4'ANCHORLOCATIONS 'CB'ANCHORLOCATIONS V (USE WHERE'C3'IS SPECIFIED) •(USE WHERE'C5-IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS (USE WHERE TW IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) H 4" 4" t ICENS�c •.�� • 4" No.58705 \ ,�'., ST TE F w 3.22° 4° 70NAL ENG``• 4-TRACK BO'CORNER EXTFJiIOR 4TRACK BO'CCATI EXTERIOR 4-TRACK BY CORNER EXTERIOR 4-TRACK 80'CORt✓ER EXTERIOR ���IIIl II I11t�L 'IANCHOR LOCATIONS °C6'ANCHOR LOS DN6 4-TRACK LOCATIONS V 'C6'ANCHOR LOCATIONS (USE WHERE-C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE°C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFlED) A.LYNN MILLER P.E. NOTES: PAN SE/06 FiGORES PERTAIN TO THE FOLLOWING OW CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: ',4 VINYL SLIDING GLASS DOOR NOA(LM) 2 10/05116 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE 90° SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. A ANCHOR LOCATIONS D 14r J ROSOWSKI HeadlTIlC3 1 Jamb 5 3)TRACK-TO-TRACK COPrRIGHrosolT PGTINousTRIEs,INc.Ry. a NO CHANGES THIS SHEET. ��04/05117. P-hook 1 7 DISTANCE IS 2.375" t2.375-- I2.375° TECHNOLOGY FOR ALL HEADS AND SILLS: 1070 TECIiNOL 342 DR neo N.VENICE,FL 342754 ' (941)-480-1800 1 IIISGD-5570111 NTS I 1 OFF 21g$ MD-5570.0 # A CERT.OF AUTH.0=96 FIGURES PERTAW TO THE HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING fW CORNER SU ANCHOR LOCATIONS: 135° 1461 4 .4" W4" i(C4"[ytj�AL' �,jejinW Head/SiII 1 OR EXTERIOR Jamb3,22" nEXTERIOR L, 2-TRACK 136'CORNER 2-TRACC135 CORNER 2-TRACK 135'CORNER V 2-TRACK 135'CORNER •C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS - 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE'C&'15 SPECIFIED) (USE WERE'Cr IS SPECIFIED) (USE WHERE-c5-is SPECIFIED) 4" 4" 4" W3.22- 3-TRACK PRODUCT REVISED yy4" --� 4" asco n pilIngowlth the Florida BuildNOA-No. rid 17-0420.06 4" Expiration Date 04M 412021EXTERIOR EXTERIOR EXTERIOREXTERIOR DyV3.22" V Gon rol 135'CORNER 3TRACK 13S'CORNER 3-TRACK 135'CORNER 3-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS -C4•ANCHOR LOCATIONS 'CS-ANCHOR LOCATIONS (USE WHERE'Cr IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) 4" 4,. 4" 4" ° ,�.'`1 ONY LYN/V •`��Y�.•t-KENS 4" p 4" E ° PEXTnERIOR !QT•'. YE O EXTERIOR 3.22" •'•��oR10A,.•'•�Z�� 4-TRACK 13S CORNER 4-TRACK 135'CORNER 4-TRACK 135'CORNER 4-TRACK 1351 CORNER v 'i11 0AJ/{L E�\N "C4'ANCHOR LOCATIONS 'CV ANCHDR LOCATIONS "C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '//!!!!t t 111``` (USE WHERE*CT IS SPEC[FIED) (USE WHERE TV IS SPECIFIED) (USE WHERE'C3"IS SPECIFIED) (USE WHERE-CS IS SPECIFIED) A.LYNN MILLER,P.E ME.F 68706 NOTES: FIGURESPERTNNTOTHEFOLLOWNO I3S CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �VINYL SLIDING GLASS DOOR NOA(LM) � 10/05/15 NEAC ANCHOR LOCATIONS: 135, 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS E J ROSOWSK( SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. FteadtSlll 3 - @ Jamb 5 3)TRACK-TO-TRACK COPYmGHrow11 PGTwovsrwEs,wc. a�NO CHANGES THIS SHEET. g 04/05/17 DISTANCE IS 2.375" 2.375" 2.375" ALL CHIS RE OGY P-hock ? 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 gg (841 FAUTH. 00 SGD-5570 NTS 16 OF 211941 MD-5570.0 1a 91A CERT.OF ADTH.i1291➢a HEAD SPLICE ANCHORS LAYOUT A INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT A INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOAMNG SPLICED SILL ANCHOR LOCATIONS: PLICESPLICE SPLICE LOCATION SPLICE LOCATION 4" LOCATION 4" 4° LOCATION 4° 9 EXTERIOR3,22" EXTERIOR —3,22" EXTERIOR EXTERIOR Head/S)II C3 1 ID 2-TRACKSPUCE 2-TRACK SPLICE ANCHOR SPLICE DS.ANCHOR SPLICE Jamb 5 'C4'ANCHOR LOCATIONS 'CB"ANCHOR LOCATIONS 'CW ANCHOR LOCATIONS �/ E W ANCHOR LIS SPECIFIED) P-hook 7 (USE WHERE'03-IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED) (USE WHERE-CT IS SPECIFIED} (USE WHERE`C6'IS SPECIFIED) SPLICE SPLICESPLICE SPLICE LOCATION 4" LOCATION •4" LOCATION 4" LocnnoN 4.75" 0 0 o PRODUCT REVISED EXTERIOR 4° EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR 4° as comp)yln,with the Florida 3-TRACKSPLICE 3-TRACKSPLICE building Code 3•TRACKSPLICE ,� 3-TRACKSPLICE NOA-No. 17-0420.06 'C4°ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS 'C4°ANCHOR LOCATIONS 'Ca'ANCHOR LOCATIONS (USE WHERE OR IS SPECIFIED) (USE WHERE OR IS SPECIFIED) USE WHERE-C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) Expiration Data 0411412021 lay riliaml-DaiWIProduct Control SPLICE —4.76" SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOCATION 4" 0 0 0 EXTERIOR EXTERIOR -+—3.22" EXTERIOR AAA EXTERIOR 4'• 3.22" 322" ��� 11Y LYIti 4-TRACKSPLICE 4-TRACKSPUCE 4-TRACKSPLICE �� N� •••.�'i �•. 4-TRACK SPLICE 'C4'ANCHOR LOCATIONS 'Ca'ANCHOR LOCATIONS ��•'•A,ICENS�'y�(< •�� ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE"C3'IS SPECIFIED) (USE WHERE-CG IS SPECIFIED) P:' '•((� (USE WHERE'C3"IS SPECIFIED) (USE WHERE"C5°IS SPECIFIED) '••Fi y}; No,58705 rEor NOTES: %,�sS ��oRIOP,.•G��` 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FIGURES PERTAW TOTHE FOLLOWINOaPUCED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEADANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.#63706 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 DISTANCE IS 2.375" t2.375" W2.376- FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F j� J ROSOWSKI ® 9 COPYRIGxToaelT PQTINGII3TRIEs,INC. d NO CHANGES THIS SHEET. $ 04105/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RACHIS RESERVED Heed/Sill C3 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR 4 Jamb I5 N.VENICE,FL 34275 P-hwk 7 (941)-480-1600 ,IISGD-5570111 NTS 111 16 OF 21 1191 MD-5570.0 k A CERT.OFAUTH.02MO PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL -('YE3E,rj SINGLESINGLE FIXED LOCKSTiLE ASTRAGAL ASTRAGAL OASTRAGAUTSIDE L ASTRAGAL ASTRAGAL' ASTRAGA c INTERLOCK INSIDE SW INTERLOCK INTERLOCK STILE W/HANDLE BOXOUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER DUELS ASTRAGAL INTERIOR OR OUT IN EXTERIOR GLAZED LOCKSTILE C� DOUBLE U3TERLOCK Bay E F PP K ,L L TC TA TV TW ,1 LOCKSTILE Ci ,.CC ASTRAGAL I SINGLE ^�I spry SINGLE O ,(_/ P /� C C SC (wA V S W SD INTERLOCK L--�/�ti'� INTERLOCK DOUBLE INTERLOCK (� (-/ f� (,/ V v v LV IN maxouq IBOv#o STILE RR R IS IS FV FD FV FW / ► INTERLOCK �-'"""""""'�'� LOCKSTILE (Baraat tam" �•t w LOCKSTILEn IL/t J J u ASTRAGAL �w,n,.ry+t—.7 LOCKSTILE D J W1 HANDLE J!VI � (Baxolm (earBU RI SINGLE T U D INTERLOCK INTERLOCK BOXOUTL \ LL (BdYa1Rm (80rour)..- UJ ASTRAGAL BIN j A I T U OX '•J fpoxffioBOXW Ba.Y Otp.00 ASTRAGAL CT CS CF RECENER ELASTRAGALAT AS DF RECEIVER t OOT.•135• PRODUCT REVISED ASTRAGAL { T V (jF as co g,l Inglode with the Flarlda _RECEIVER �/ / V 4! V oultdTng Codn NOA-No. 17.0420.06 IN.1351I/I/T WS- WF ASTRAGA! ��/��jf �Y f E plraBon D.I.0411412021 REC8VER BIl Mtnducf Control LEFT RIGHT PANELPANEL STILE '111 STILE PANELTYPE"F'SHOWN. PANEL NOTES: `�� 4h1Y1LYNN rirr 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE 4,VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _� No.58705 ; NOT AVAILABLE. — u PANEL TYPES J ROSOWSKI --00 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. 0 . STATE OF !v COF1'RIGHI'®2017 Per INDUSTRIES,INC. NO CHANGES THIS SHEET. 04/05/17 �s•,,a�OR1DP,r•���`� 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTHALLRIGNTS RESERVED TYPES QUALIFIED BYTHIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR rrrrs��lVAL1 �` N.VENICE,FL 34276 (041)-480.1600 SGp-5570 NTS 17 OF 21 L` MD-5570.0 9 A A LYNN MILLER P.E. 1-1,FAUTR=96 P.Etl SB706 • n F+ 5.875-moi 10.635 540 .125 x'-.550 '291 061 .762 I I � � .L_ 1.812 6 I �❑ .100 d O po•100 oO 1.681 .082 930 301 1.928 �-"- "A Q���®�® FRAME SCREW INTERLOCK CAP, !�2 TRACK HEADMAMB © 4 TRACK SILL COVER(PVC) O ANCHOR PLATE 9Q TRACK INSERT 10 EXTENDED POCKET 5.178 -1.000 252 .060 -`1 2.000 .100-�-i r 8.250 8,250 ►1 t n^ r 1.435 F.062 'Elf'll 13 .080- EX 100 O 949IU�U F� 1.983 ❑.100 ❑ 3 dQ��-]®��®� 1.681 80770 RAI62 OUTER SILL TRACK 060 11 SUPPORT 12 COVER 13 COVER 17 P-HOOK ADAPTOR ©P-HOOK Q3 3 TRACK HEAD/JAMB ®3 TRACK SILL 10.825 6.875 540 540 291 .061 .229 2.975 094 �I 25141 1 ' 3.000 T � 628 500 ���--III--- 1-- .075 D�� p❑ pr�� I O.100 O 8 T--�U-•-.082 �_'p -.082 2.607 tl� 6 329 Ll 1.813 ED 1i0-�i 1.681 T 100 dad] Lala 19 KEEENDEDPER (g KEEPER REINFORCEBAR GOVERMENT ®REINFORCEMENT @ BAR FIXED PANEL CLIP 24 RREEIINFORCEMENT O5TE 4 TRACK HEAD/JAMB (�)2 TRACK SILL 2.838 1.670 r•- 1.625 1,595 r- 1.595 r- I -.-1 .308 2.896 r I/VI I 1 3.483 ,125 0� 2.0173 .099 2.833 2.368 I I .768 .400 ® 788 F 070 .075 2.116 4.835 4.279 .100 L. L .300 ILlJI I 2.025 F .312 Z•210 .090 p U 34 INTERIOR JAMB COVER .110 Imo- �"-'188 Iw.182 .120 X11 --.182 2.710 Q 1.875 - PRODUCT REVISED .120 2.291 .100 0o as com 1 In with the Florida TOP,BOTTEXTENDED POCKET ©AND STILE © AND STILE REINFORCEMENT, REIEINFORCEMENT, REINFORCEMENT 30 INTERLOCK ADAPTER 31 ADAPTER K 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAIL NOA-NPANEL STILE,TOP o�e�e 17-0420.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Explrstl-Dat-04/1412021 REINFORCEMENT By -3.452 3.328 r-3,345 NOTES: IYilam D e Product control 1.472 - 919 1)SEE SHEET 4 FOR •126 3'209 .060 3'713 .090 SILL RISERS. .125 3.346 2,175 .046 1.500 3.247 WEE .070 I+ .065--� 2)SEE SHEET 20 .300 1.170 ) -229 J=nig FOR SCREEN PARTS. 135'CORNER 6135°CORNER 135°CORNER 8135•CORNER 9 90"CORNER 0 90°CORNER 41 90"CORNER 3)ALL DIMENSIONS ®ASTRAGAL ©PASSIVE MOUNT ©EASTRAGAL XTERIOR CAP ASTRAGAL CAP, ®ASTRAGAL CAP OATRRACAP, IN INCHES. INTERIOR EXTERIOR INTERIOR ``�\\`NYILYN(y',r''i� .812 912 .210 .252-►e1261 .173 .065 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _yr No.58705 1.281 •062 1.281 1.281 1.261 EXTRUSIONSm J ROSOWSKI 80 7/1 s• 1 81 7116" 82 1-1H6" g3 1-1/16'i ®1 3/16 COPYRG T01017 P6TWDU5IRIES,INM a� NO CHANGES THIS SHEET. 04/05/17 ^%�n�.'•.,FLpRiOP..•' SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD ALL RIOHT9 RESERVED �� S •..... G 1070 TECHNOLOGY DR ''rijS�Oi Nl i l t% N.VENICE,FL 34275 (941),480-1600 1 IIISGD-5670111 NTS IJl 16OF21 11al MD-5570.0 9z° A A.LYNN MILLER,P.E. CERT.OF AVM.92=6 H P.EJF 58705 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD 1)INSTALL INTO FRAME JAMB gTTACHMENT '(4)CLIP ANCHORCLIP INTO &SUBSTRATE, INSTALL ONE BLOCK AT .4 HEADER ASSEMBLY TYPE AS USED 0ANELa1--1 11'�USING 4 BLOCK STILE INSTALLATION EACH tNTE CK. RLOCK _ZQN INSTALLATION, ATASTRAGAL,INST�ALL 0 aFTABLE A,SHEET I ANCHORS,SEE ONE BLOCK THAT (3) lox TABLE1 0)#8 X 1.6#SMS SPANS BOTH PANELS. 1.1 SMS @FIXED PANEL CLIP FIXEDINSTALL ONE CLIP AT THE 1W 23 PANEL. MIDSPAN OF EACH FIXED X2-114"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. #8xllAlp, SMS@)7 (4)Il 21 BAR COVER x 2"SMS ea 22 REINF.BAR 4" KEEPER,e ZI (4)"UYEEPCR@MAX "VT—� JAMB TO a.6-O.C.,SEE MEET 19 KEEPER T SILL ASSEMBLY ATTACHMENT LOCKING JAMB PRODUCT REVISED "s coinplenx with the Flodde OuIlding Codo REINFORCEMENT PLATE NOA-N.. 17-0420.06 ATTACH WITH#8 X 1-114" 4-PANEL, K KEEPERiq Expiratim pato 0411412021 @ 34-1/2"MAX O.C. O)XD=)(X N (4)#loX 2"SMS 00 INTERLOCK INTERIOR CLIP COVER NOTES EXTERIOR INTERLOCK REINF.PLATE 1)DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS. w?LY/viv 2)SEE SHEETS 1146 FOR ANCHOR LOCATION&SPACING. ...... 41 SUPPOAIR #10 X 3)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. BOTTOM RL 2-112"SMS 4 )CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. T NO.58705 (2)91OXi-SMS VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 THROUGH SUPPORT, ACCESSORIES INSTALLATION J ROSOWSKI - INTO 9 PANEL IT n:z: I E F lox ASSEMBLY INTO PANEL81. # INTERLOCK SILL RETAINER 12'SMS ALL PANEL CORNERS !DUSMFS.INC. CORRECTED#96 04/05/17 RVED CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 X LYNN MLLER (941)-480-1600 IU FlISGD-5670111 NTS 111 19 OF 21 91 MD-5s7o.o A P.EA 88705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑0 &R@CR 61 (t Ylpf a 1nR 6 R i� 121 1. 723 132 129 ❑� 106 102 119 103 LJ_\.l_ 111 108 116 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 180 EXAMPLE ' 11b � 102 111 O 131 T ty .JO 121 108 ^RO 116 116 OR@ORO HORIZONTAL SECTION EXAMPLE 1Y1 too � 112 1p 104 102 HORIZONTAL SECTION 117 1.081 ^-1.081 EXAMPLE • T � 1,202—I�—SIJ;935 1.778 1.778 875! r- 875 r 1.020 r— — 9-+ 050 —.-1 .050 •045 SCREE EN SCREEN 1.993 1.993 1.874 t@ FRAMEN 121 S DEERAIL, 1�ASTRAGAL O j RAIL LATCH ADAPTER .062 .062 L .062 PRODUCT REVISED as com 1 In with the Norldn 80X SCREEN BOX SCREEN 80X SCREEN 1435�+ Duildin - 166 TOP RAIL• 101 BOTTOM RAIL 102 SIDE RAIL .- 725 I NOA No. o e 17-0420.03 L, r-. tz7 .765 .782 expiration Date 04/14/2021 ►I�—.040 By 113 R& 124 1.020 rte— 1.593 —.11,373 r 128 120 062 Mlaml-On oduc Centro tot 123 SCREEN VINYL FRAME SILL 2 .1@..@F— OB3 2 e�1OR@ ASTRAGAL SCREEN 0 1.872 .056 1.833 LJ `J ADAPTER ADD-ON O O 124 107 ® t93 BOX t64 BOX 163 BOX SCREEN OSCREEN @SCREEN @OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION ```�tttly LY r7,"', EXAMPLE O........... EXAMPLE NOTES: � �,, ,, � � 1.306 1)ALL DIMENSIONS IN INCHES. ��C��•' LICENSE•;�((��� 1343 .055 —moi 1;487�-+— 1 1 487 1 510 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = *i NO'58705 t_roe0 SCREEN DETAILS JROSOWSKI X70 ��/ �; BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® %�tt'. STA re of fit[/` tosASTRAGAL 167SILLADD-ON 10BANDJAMB ADD-ON wrrRl�Rl0irts�eRv�es,mm a� NO CHANGES THIS SHEET. a�� 04105!17 %<�s•••:°(ORIDA,.••• ADAPTER 1070 TECHNOLOGY DR �� ,S�ONAL,ENG`�� N.VENICE,FL 34275 (941}480.1600SGD-5570 6 NTS11] 200E 21z" MD-b570.0 rcx A A.LYNN MILLER,P.E. CERT.°F AUTH.029'196 h P.E.it 88705 TABLE C: TABLE D:BOX SCREEN _ # Part# Description Material # Part# Description Material # Part# Description Material p al I 19001 2-Track HeadlJamb Rigid PVC 42 19086 Sill Riser-(2.112") 608378 Alum, 100 12266 Box Screen Top Rail 6063 76 AI 2 18402 2-Track Sill lipid PVC 43 19022A SIR Riser-(3-112") 8063 T8 Alum. 104 12257 Box Screen Bottom Rall 6063 T6 At 3 19026 3-Tmck Head/Jamb Rigid PVC 44 19023A Sig Riser-(41/16") 606316 Alum. 102 12268 Box Screen Side Rall 6083 T5 At 4 19026 3-Track Sill Rigid PVC 45 10024A SIB Riser-(4-5t8") 8083-T8 Alum. 103 64428 Box Screen tntetlock 608316 At 6 19027 ;-Track Head/Jamb Rigid PVC 60 718W9W .187"x.320"Finseal(St9o) 104 17347A Box Screen Snap-on Bug Flap 6083 78 At 6 19026 ;Track SIII RIJId PVC 51 71696K 1-112"x 1"x 314'Fin Seel Dust Plug 105 64345 Box Screen OND Astragal Adaptor 6053 TO At 7 19009 Frame Screw Cover Rigid PVC 62 71696 Dust Plug 106 17349 Box Screen Astragal Adapter 6063 75 At 6 19031 Anchor Plata 608375 Alum. 60 419041 Interlock alp Cover PVC 107 19039 Box Screen Frame S91 Add-on 6063 T6 AI 9 19007 Track Insert BOUTS Alum. 51 78163X Tandem RotlerAssembly SS 108 19035 Box Screen HeadlJamb Add-on 608376 AI 1p 19084 Interlock Cap-Extended Pocket Hold PVC 62 78163N Tandem Roller Assembly Nylon 109 720X2OXI1X #14.20 x 1"M$ Top Rat SS 11 19036 Bottom Rail Support 6083-TS Alum. 63 78X76FPTX Iib x 3/4"Ph.FH SMS @ Roger&Relnt SS 110 720X112X #14.20 x 1.1/7'MS @ Bottom Email SS 12 19006A Outer Sill Cover 6083-7s Alum, 64 419042 Frame Header Stack Nylon 111 7i793G Wstp,.270"x.16Q-Fn Seat 13 19011 Sill Track Caner Rigid PVC 65 48052 RollerAdj.Hole Plug PVC 112 61WSK Wstp,.187"x.600"@ Bug Flap 17 18032 P-Hook Adapter 6063-TB Alum. 66 44385 4 Hole Bumper Stop PVC 113 75RAZ Standard Railer Nylon 18 19020 P Hack 606345 Alum. 67 7M14FPTX #6 X 1114"Ph.FH SMS @Bumper Stop SS 114 7SRAX HD Roller SS 19 18047M Extended Keeper 606378A1um. BB 716966 SIR Plug pVC 116 419005 Screen Locking Hardware Steel 20 19029M Keeper 6053-TS Alum. 89 78185X Gemini Mortise Lack wilong Trim plate Steauss 118 419053 Screen Keeper Steal 21 19014 Reinforcement Bar Coney Rigid PVC 70 71032XiFPFX 10.32 x 1"Ph.FH MS @ Lock SS 117 76X1 PPA #e x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 600.5-T6 Alum. 71 wades Handle Kit Cast 7Jnc 118 18160 4 Screen SplClothe•.160 &.166' Vitry) 23 IOD37M Fixed Panel alp 6083TBAlum. 72 19054 Interlock Retainer Clip Nylon 119 18'16020 Scmen Qolh Ffherglass 7A 19035M Reinforcement Plate 608378 Alum. 75 Kemmeding 4SG TPS Spacer System TABLE E:STANDARD SCREEN 25 i9017M Top Roll,Bottom Rail and Lockstlle 6005.75 Alum. 78 Quanex Super Spacer nXr with Hot Malt Butyl See for # part# Description Material 26 19046 Reinforcement Composite 77 Quenex Duroseal Materials 120 12033 Screen Frame Rail 606375 At 27 19018M Intedock.30D Reinforcement,SkL 6006-T5 Alum. 78 Cardinal XL Edge Spacer 121 12026A Screen Frame-Side Reil(Latch) 6083 T5 At 28 18013M Interlock,440 Reinforcement,HD 8005 B Ak im. 79 Dow Coming 995 or GE-7700 Beckbedding S[gcons 122 17363 Screen OXO Astragal Adapter 6083 T6 All 29 1SMOM Astragal Reinforcement 6005 T6 Alum. e0 i9090 7/16"Square Boad Rigid PVC 123 gg53K Screen Vinyl Astragal Adapter R!g(d PVC 30 19083 Extended Pocket interlock Adaptor 6063T8 Alum. 81 7116"Beveled Bead Rigid PVC 124 190128 Frame SIII Screen Add-on 6083 TS Al 31 19005 interlock Adaptor Rigid PVC 82 19044 1-1/16"Bowled Bead Rigid PVC 125 8FP95K Bug Flap,85+1-5 duro. Vinyl 32 19008 Astragal Add-on Rigid PVC 83 19045 1-1116"Ogee Bead Rigld PVC 126 78XI12PSATS #8 x I-112°Ph.PH SMS(Assembly) SS 33 19004 Panel Stile,ToplBottom Rail Rigid PVC 84 19018 13116"Ogee Bead Rigid PVC 127 712027 Comer Key Wheel Assembly(Standard) Nylon 34 19440 Intadw Jamb Cover e063-T8 Alum. ems 71726K Setting Block 112"x 4!'x 1116',85+/-5 dura. Neoprene 128 712027SS Corner Key Wheel Assembly(HD) SS- 35 19078 136"Comer Astragal 6063-T6 Alum. 86 71728K Setting Block 1"x 4"x 1116',85+/-5 duro. Neoprene 129 nodes Screen Locking Hardware Steel 36 19077 135°Corner Astragal Passive Mount 6083-71B Atum. 90 781PSTX #t8 x 1"Ph.PH SMS @ Framo Assembly Ss 130 710X34PPSDAX #10 x 314"Ph.PH SMS(kJ Screen Act. SS 37 18078 135°Comer Asiregal Cap•Ext. Rigid PVC 91 78XI14PHPT41OX #8 x 1.114"Ph.PH SMS @ Relnt Bar SS 131 7SX12PPSMSX #8 x 112'Ph.PH SMS @ Door Ast. SS 38 19080 135'Caner Ast— regal Cep-int. Rigid PVC 92 7iOX1PHPTI"X #10 x 1"Ph.PH SMS @ Rail Support SS 132 1692/3/4 Scmen Sp9ne--146' Vinyl 39 19078 94'Caner Astragal 808378 Alum. 83 710X116PPX #10 x 1-112 Ph.PH SMS f Fxd Pnl.CUP 55 133 1810024 IScreen Cloth Flbergtass 40 19081 90-Comer Astragal Cap-Ext. Rigid PVC 94 710X2.6PHPTIB•BX #10 x 2.112 Ph,PH SMS @ Relnf Plate/Ast. SS 41 '19082 90'Comer Astragat Cap-int. Rigid PVC 95 7i42OX2.26FPFX #12x 2 i/4"Ph PH SMS @ Hdr.Block SS 07 98 71OX34PPX 10 x 314"Ph.PH SMS @ Ext.Pkt. SS --el jj d DUCT wlt�rr the Fortdo ``�vv�O�yY I LYNN I r'r/rf 98 710X1PPX 410 x 2"Ph.FH SMS @ Keeper SS NOA No. 17-0420.06 . .•'uCENSfi �1�'� Pxpiratton On 4/14/2021 � - _`*� No.58705 -_ VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By —1MI-1-Dado Product Control PARTS LIST m J ROSOWSKI ��p'. � :'4C,�: T COPYRIGHT 02017 Par INDUSTRIES.INC. NO CHANGES THIS SHEET. ld 04105/17 �+h'S•''••••..••"•Cj��� ALL RIGHTS RE$WVE ori 7�NAL EN�`� NOTES: 1070 TECHNOLOGY DR a rrrrttrltttvvv� 1)ITEMS#14-16,46-49,53-5%73,74&87.89&99 ARE NOT USED AND ARE N.VENICE,FL 34275 A LYNN MILLER P.E NOT PART OF THIS APPROVAL (941)-480-1600 SGD-5570 NTS 21 OF 21 MD-5570.p A p,E,N5a705 CART OP AVM.079289 • �7 e \f :RECEIVE 6 2019MIAMI•DADE ST, MY, Permitting MIAMI-DADE COUNTY 8 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) www.miamidadLgov/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 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 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"SH-5500"PVC Single Hung Window—L.M.T. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and seated by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 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 Manuel Perez,P.E. NOA No. 17-0630.05 MIAM4DAQf COUNTY Expiration Date: July 30,2020 a q6 ' / Approval Date: November 30,2017 Page 1 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. NM-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTU4 spacer system and XL EdgeT`'z spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. I6.0714.03) 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 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 marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. 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 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NDA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15- 05 Manuel irere74 P.E. Product Contro x iner NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNTEwED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(cowuwED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition(2014) and FBC 6th Edition (2017), dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries,Inc.for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and iring on 07/30/20. Man ere P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 1 28-1/B'MAK O.C. MAX.D.C. FORARCH-TOP RADIUS-TOP 54'MAX.BUCK WIDTH AX,O. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE HEADER(SIM. 12`MAX,FROM HEADER(SIM.FOR,LL LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL FRAME SEAM y� 30' 1Y MAX. / WINDOW TYPES) WINDOW TYPES) B,SEE __ MAX.O.C. SHEET 3 / 52-1/8`MAX,BUCK WIDTH 10°MAX.FROM SEE SHEETS 1-1/4° A,SEE B,SEE 30`MAK O.C. �I SHEET3t r T 1 FIXED VISIBLE 12' / FRAME SEAM D,SEE _ 6&9 SHEETS LIGHT i I SHEET4� LIGHT WIDTH A.SEE r'-' -' B,SEE --��-30"MAX.O.C. 12•MAX. C,SEE r 12'MAX. I FIXED SHEET3� SHEET 4i SHEETS j / + EQUALLY I I / LIGHT 17-7/8 MAX.O.C.VISIBLE 0.SEE�' / SPACED I SHEEi3yy / EQUALLY 17-7/8"MAX.O.C, 1 J�1 ANCHORS PER EQUALLY 17-7/g° O.C. SPACED / TABLES 9-11 / HEIGHT I/ / ANCHORS PER 81.78" SPACED / TABLES 9.11 I MAX ANCHORS PER 0 O j O I gy. BUCK TABLES 9-11 , �" 0 I I BUCK HEIGHT MAX. I HEIGHT -T MAX. —r 10"MAX.IO.C. BUCK AS SHOWN 10=L O.C. BUCK 10°MAX.O.C. X I /� HEIGHT X I 4 (91.78` X I HEIGHT X i I�. I I L--- -- I MAX.) EQUALLY I /--- 13-314'MAX.O.C. EQUALLY 13.3/4'MAX.O.C. �— /7' '///%SASH 13.3/4•MAX.O.C. EQUALLY ---// 7 I SPACED I / �_ SPACED / VISIBLE SPACED i /- --- --� SEE ANCHORSPER I ANCHORS PER LIGHT ANCHORSPER / 1y r SHEETS JJJ I TABLES 9-11 I / A TABLES 8-11 i / HEIGHT A l TABLES 9-11 / 1 A 8&9 11 I 1 1y `6-1/Y MAX. 8-1/2'MAX. N 6-1/2'MAX. B_ __JNO ANCHORS ATSILL _ NO ANCHORS ATSILL NOTCH DETAILS, B 54°MAX.BUCK WIDTHNOTCH DETAILS, D— 1-1/4" NOTCH DETAILS, SEE SILL WEEP- SASH VISIBLE SEE SILL WEEP- SEE SILL WEEP- SEE SILL WEEP- 1►- 54°MAX.BUCK WIDTH -►� NOTCH DETAILS, LIGHT WIDTH SHEET3 SHEET3 SHEETS SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES................... 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS....................................NS................1 FRAME,GLASS&ANCHOR OPTIONS.................2 ' ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEG/BOX.....3 4)ALL WOOD BUCKS LESS THAN 1-1/'2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL..4 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...........................................6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES......................................... 8-10 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES...... ......................11 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST...................................12-13 7)DESIGN PRESSURES: CODES/STANDARDS USED: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. L ORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. ORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN TM 130D-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER F&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. UM DESIGN MANUAL,ADM-2015 PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 00-12 aem(89r•3�"th�P�° 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZE/LIGHTER0-10 IdaB Cade SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS 8 ALUMINUM DESIGN MUAL Acceptanoa No/7' O.O D 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ��ONY LYNN /Yyy Revla7 rai b#e USER INSTRUCTIONS: `�`� E* UPDATED TO FBC 2017.-JR- ata; a�,P�aaa1 F 06/06/17 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. •'•� 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _*: N0.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - * ® DeacripUon: Drawn By. PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW =-0 : �' 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. T' G r` I�.'•((/` N.VENICE,O 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR O S TE O - Gate: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i��'••,F(ORIO�;. ��� (941)-080.1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �iy S ••••• G' � 00 GHT02017 , POT NOUSTRIE8,INC. Serieo/Madel: Scale: meet Orar('g No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A,LYNN I�IL[ER`P.E. ALLR*M RESERVED SH-5500 NTS 1 OF 13 M)-SH5500-01 B INTEGRAL FIN OR EQUAL LEG/BOX). PEI 58705 CERT.OF AUTH.929M TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Elated from Exterior to Interior) Design Pressure Types Options Contlga. Shapes Installation Options that may be used Type Table# Sheet# (eee Flg B) (see Table 1) (see Flg A) (sae Flg C) 5 718'Laminated I.G.:1/8'A Exterior Cep+7118•Air Space+5118°Laminated;(2)Lites of 1/8"A Glace with.090'PVB Intedayer 4,5 6 8 7/8•Laminated I.G.:1/8•T Exterior Cap+7/16•Air Space+5116•Laminated;(2)Utes of 1/8°A Glass with.090°PVB Intedayer 4,6 6 ....into 2XWood CMUFrom-sheet 3rip-sheet 3,option 1 Equal-Lite, SquareJRect., 7 718'Laminated I.G.:3116•A Exterior Cap+318'Air Space+5116'Laminated;(2)Utes of 1/8"A Glass with.090'PVB Intedayer 4,6 6 Flange Through w the frame ....into ConcretelCMU-sheet 3,option 2 5-16 Oriel/Protiew Arch-Top& of the window's:. B 7/5"Laminated I.G.:3116'T Extedar Cep+3/8'Air Space+5116"Laminated;(2)Utes of 118•A Glass with.090'PVB Intedayer 4,6 6 (#2) 8 Cottage Redius Top •••• ....through 1XBuckstdp into Concrete/CMU-sheet 3,option 3 9 7!8•Laminated I.G.:118"A Exterior Cep+7/16•Air Space+5116°Laminated;(2)Utes of 1/8"H Glass with.090"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8"Laminated I.O.:1/8•T Exterior Cep+7/18•Air Space+5/16'Laminated;(2)Liles of 118"H Glass with.090'SG Intedayer 7 7 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Box/ Equal-Ute, Square/Rect. Throu h the frame ....into Concrete/CMU-sheet 3,option 2 11 7/8'Laminated I.G.:3116•A Exterior Cap+3/8"Air Space+5/16•Laminated;(2)Was of 118•H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-16 OdeUPro%iew Arch Top 8 9 12 718•Laminated I.O.:3118'T Exterior Cep+3/8'Air Space+5/16"Laminated;(2)Utes of 118'H Glass with.090"SG Intedayer 7 7 (#4) 8 Cottage Radius Top °f the wlMow...... ....through 1X B heel 3, into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:1/8"A Exterior Cap+5/16•Air Space+7/18°Laminated;(2)Utes of 3/16'A Glass with.090'SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 718"Laminated I.G.:118"T Exterior Cep+5/16'Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.D90"SG Intedayer 8 7 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Lite, Square/Rect.,integral fin...... ,...into Metes-sheet 4,option 7 15 7/8'Leminated I.G.:3/16'A Exterior Cap+1/4"Air Space+7/161 Laminated;(2)Utes cf 3116'A Glass with.090'SG Intedayer 7 7 J-Channel P 5-8 OrieUPro�iew Arch-Top 8 161 718"Laminated I.G.:311W T Exterior Cap+1/4'Air Space+7/16"Laminated;(2)Utes of 3116'A Glass with.090'SG Intedayer 7 7 (#1) 8 Cottage Radius Top Through the frame....into 2XWood Fmme/Buckstdp-sheet 4,option 6 of the window...... ....into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Lite, SquarelR-L,integral fin...... ....into Metal-sheet 4, on 7 Min.Edge MIn. Integral Fin °Pti Group Anchor Substrate THE HVHZ ABOVE 30'. 5-8 OrieUProNew Arch-Top S Distance Embedment• • (#3) 8 Cottage Radius-Top Through the frame Into 2X Wood Freme/BucksMp-sheet 4,option 6 P.T.Southem Pine(SG=0.55) 7/16" 1�/B° of the window...... ,,,,Into Metal-sheat 4,option 8 #10 SMS Steel,A38' 3!8" 0.050° 'MIN.OF 3 (steal,0 S.S.S. Steel Stud,A653 Gr.33' 3/8' 0.0451'(18 Ga.) THREADS or 410 S.S.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •A•=ANNEALED A Aluminum,8083-T5• 318° 0.050• METAL O O •H'=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7116• 1-318" SUBSTRATE. - / 'T'=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 Rai) 1" 1318• UNGROUTED BY KURAR Y AMERICA, INC.PVB Ungrouted CMU,(ASTM G90) 2-112" 1-1/4" MU'VALUES / BY KURARAY AMERICA,I P.T.Southern Pine(SG=0.55) 9/1tr 1.9/8° MAY BE USED •SG'=.090'SENTRYGLASO #12 SMS Steel,A36' 318' 0.050° FOR GROUTED /, J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel,18-8 S.S. CMU Y/// AMERICA,INC. or 410 S.S.) Steel Stud,A653 Gr.33• 3/8° 0.0451'(18 Ga.) APPLICATIONS. O O B Aluminum,6063-T5• 3/8' 0.083' EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultrecon P.T.Southern Pine(SG=0.65) 1" 1-3/8° 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1" "/8" FIGURE C:FRAME SHAPES 1/4'steel Aggre-Gator P.T.Southem Pine(S�0.55) 1" 1-3/8° �{BUCK WIDTH —BUCK WIDTH�+—--�I BUCK WIDTH�- FLANGE BOX OR EQUAL-LEG Concrete(min.2.85 ksl) 1• 1-3/4° TG TG �— ~ T� ' C 1/4"steel Ultracon Ungrouted CMU,(ASTM G90) 2-1/2° 1-114° i T 1/41 steel Creteflex Connate(min.3.35 ksi) 1" 1-3/4' x �/ x E/le Motorial Min.FY Min.F" 1/4"steel Ultracon Concrete(min.2.85 ksl) 2-112' 1-3/4" w w = u steel Screw 92 ksf 120 ksi _ x xr 18-8 Screw 60 ksi 95 ksi Concrete(min.3.35 ksi) 2-1/2" 1.3/47 x x i, = heco 114'steel Creteflex tu _ 410 Screw 90 ksi 110 ksi D Ungrouted CMU,(ASTM G80) 2-1/2' 1-1/4" 'm m w m = Elco Aggre Gator® 5T ksi 98 ksi /4'steel Aggre-Gator oncrete min.3.276 ksi 1-1/z• 1.3 8" j + 11 Elco UltraConO 155 ksi 177 ksi GtCMU,(ASTM C-90) 2' 7 1 1 11 410 SS Elco CreteFlez® 127.4 ksi 169.7 ksi RECTANGULAR RADIUS-TOP ARCH-TOP 6063.75 Aluminum 16 ksi 22 ksi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steal 36 ksi 58 kai PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 ksi 45 ksi ae complyiv with dw Florida Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Suildmg Cade Group�3m.Nall Substrate A—ptm,ro too Distance F1rlbedmenC r /�r(Q -xpira� Date E P.T.Southern Pine(SG=.65) 3/8" 2-7/16" \\��`�60 L.N.Al ��,,,� RaHsbnr ev z-11z'Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 316° 2-7116• �1GENs ANCHORS RE-GROUPED. •� (c'•(( Miam Dede Product P.T.Southern Pine(SG=.55) 1/2• 1318" Q=' =``?� -JR-06/06/17 #10 Trusshead SMS Aluminum,8083 T5 3/8' 0.050" _ No.58705 .* S : (steel,1B4i S.S. Steel stud,Gr.33' 318• 0.0451•(18 Ga.) - _ ® Description: Oro—W. or 410 S.S.) D F Steel,A3s• 318' 0.050° 6 2Z 1070 TECHNOLOGYDRNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 'MIN.OF3 �p 1 �� N.VENICE,FL 34275 P.T.Southern Pine(SG=.55) 9118' 1-318• THREADS �Oc TE O !(/` nye, aot.: #12 SMS Aluminum,6083-T5• 318• 0.063' BEYONDTHE i •F<Og1OP.•'' \�� (B41yaBa16°° SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Gr.33• 318" 0.050" METAL ���`S'S C ��� coarrparrrosotr or 410 S.S.) SUBSTRATE. ��/�, /NA111L1111E`�� AllFU�a�r+c. serre�/uodee sere: snaea Dtowrng ft. rr.r Steel,A38* ale• 0.050" A,LYN/✓rlJILLER,P.E. SH-5500 NTS 2 OF 13 MD�SH5500-01 B P.E.p,LL6 CERT.OF AUTH.#292.9G INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME, ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHORED THROUGH EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD 1/4•MAX SHIM FRAME OR BUCKSTRIP. -7— 16 1/4'MAX SHIM -+•� �-- SEE NOTE 2,THIS SHEET. } 0� 18 L GSHT WIDTH 17 IBLE ❑ EMBEDMENT EDGE FLANGE FRAME 1 j EDGE D — ' O DISTANCE SHOWN .J_1 DISTANCE " -4 44 BALANCE •',, --LI/4•MAX TYPE VARIES - TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, EMBEDMENTAND WEIGHT 54 EMBEDMENT 2 �a TYP.ANCHOR TYPE, EDGE Q 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER 31 a� DISTANCE PER O DISTANCE PER SUBSTRATE, SUBSTRATE, •• a•' EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. LfD�o OR 87 4 ' DISTANCE SSEE HEET 2. 2 18 FIXED VISIBLE FIXED 19 20 11 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME I 2 _ILEG/BOX LIGHT BUCK WIDTH HEIGHT ! FORALLWINDOWS: NOTES: SHOWN FRAME yy 1 ANCHOR @ 3.55° HORIZONTAL SECTION A-A SHOWN J— 1 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE O 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENTAND 72 OVER 36'WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 45 46 47 SCREWS @163/8' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 114•MAX BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4•MAX. BUCK 5p O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SEUP DRILLING SHIM HEIGHT SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE 85 �— FROM END. SHEET 2.-1 ALL WOOD BUCKS LESS TABLE 2, 30 THAN CONSIDERED 1X I ARE TOTE SHEET2. �CE]� SASH CONSIDERED 1X INSTALLATIONS.IXEXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY70 HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1.1/2'THICK OPT, .86 .1— USE EITHER OR GREATER.1X AND ZX BUCKS �65 LATCH OR (WHEN USED)SHALL BE DESIGNED �(2)1" 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 31 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME �ID�o LFRAME UD�o WEEP LOCATION:6-5/8" DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 6 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONffTT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT'RBVIS® 67 OPENING)IS MEASURED FROM a cuarPlyii 3with Bx Fkcib EQUAL-LEGSOX 114"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Cade 111 I I 1/ FRAME INTO METAL FRAME INTO METAL Ace ptwe No 1 - FRAMESHOWN o \\ /� Redelon: Ex irnC batn LYNAI i .27'X 1.25' ` �'.•' UICENSF•�� i irl,em"Deda Product WEEPHOLE -� NO ANCHORS •' •W/COVER @ REQUIRED IN VISIBLE LIGHT FORMULAS N0.58705 •� 38 FLANGE OR2.87'FROM _7k EACH END. EQUAL-LEG WIDTH _ • FRAME SILLS @SASH:BUCK WIDTH-6.12" -'D ' c Descrfp6on: Ornwn W. @ FIXED LITE:BUCK WIDTH-4.318• �7 •, J;: j Z 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI ST TE OF (V` N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) iC�` '•".t',<ORID�`. \�� 941}480.1800 7wB0 pate: VERTICAL SECTION B-B BUCK HEIGHT2-3-15116 SS r1G ( SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 COPYFPMU02017 �NAL1�\\``� POTOo]19TRE91NC Seryea/Model: Scale: Sheet• proN'g No. Rer. A.LYNN MILLER,P.E. �wOM1g � SH-5500 NTS 3 OF 13 MD-SH5500-01 B P.E.ft 58705 CERT.OF AUTH.#29296 .I I INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN i INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR EDGE DISTANCE ANCHORED THROUGH INTEGRAL F-- EMBEDMENT ff�� NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR U 114"MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH ❑ FRAMEDISTANCE PER SUBSTRATE, SHOWN 0SEE TABLE 2,SHEET 2. ti --•-- (SCREW SHOWN) 44 BALANCE o TYPE VARIES _ �Q EMBEDMENT _1/4'MAX SHIM 42 WITH SASH TYP.ANCHOR TYPE, R❑Q SIGHT 54 30 o 1 EMBMBEDMENTAND EDISTANCE EDGE Llul 31 a DISTANCE PER SUBSTRATE, DISATE, SEE TABLE 3,SHEET 2. nII II EXTERIOR n\ Ind TYP.ANCHOR TYPE, 18 (NAIL SHOWN) UD� 87 3 T IL17 INTEGRAL EMBEDMENT AND EDGE R O FU(E I VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP J-CHANNFy LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE J LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) HEIGHT i LIGHT FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH 1 ANCHOR @13.55' 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C I 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4"MAX DADE APPROVED MULLION.FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 O 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 46 47 SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK O BOTTOM LOCKS: #10 OR#12 STEEL (..__ 1/4"MAX. HEIGHT 50 O D 16 ADDADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM SCREWS @ 8-3/8' USED INTO WOOD AS PERTABLE 2, SMS(GS),SEE I 85 T— FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3, D❑�- 30 THAN 1.1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO •. HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK ' OR BOTTOM l� 86 16 OR GREATER.1X AND 2X BUCKS OFT. LOCK(SHEET 3). (� o 65 (WHEN USED)SHALL BE DESIGNED FIN AND/OR 63 TESTED UNIT TO PROPERLY TRANSFER LOADS (2)1" 81 31 30 LOCATION:6518° TO THE STRUCTURE.WOOD BUCK n FLANGE REMOVED INTERIOR FROM SASH END. CJD o IN-FIELD o WEEP DESIGN AND INSTALLATION IS THE I NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN I REQUIRED IN FRAME 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION 7 SILLS IF ANCHORING THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION any OPTIONS PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL s oemWYulB With the Fhatda 1/4"MAX ANCHORED THROUGH Building BEADING TO BEADING. 8 Code INTEGRAL FIN �OQQSHIM `tt t1 t I I I t J/77j INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) Acceptp�m No 17 FRAME SHOWN o O ReHyan; Evatio Dmle .27"X 1.25'WEEPHOLE \�� •'•�,tCENgF ��� : By OW/COVER@2.87" Q"f •.(n� AQiani ada Prodwet 38 FROM EACH END. VISIBLE LIGHT FORMULAS No.58705 TYP.ANCHOR.TYPE, EDGE DISTANCE _ EMBEDMENT AND EDGE WIDTH _-ti Dra6y; DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6112" 6 I ;• IVE Desa/ptlon: wn SEE TABLE 3,SHEET 2. —� EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8' %Q STATEO •[(/� 1070 TECHNOLOGY DRJ-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) 'n 46� N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) ����s•''�.�ORIDP,.•'•���� (941}4861600 Atte: Data INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3-15116' �';.S�ONAL ENG. BO- SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN /1I 111 I I t t tt POT INnusrntEs•INC. Sertea/Model: Seale: SMet: Drawing N.. R w INTO 2X WOOD FRAME OR BUCK- A.LYNN MILLER,P.E. uLR1GM RESERVED SH-5500 NTS 4O 13 MD-SH5500-01 B STRIP.SEE NOTE 2,THIS SHEET. P.E.#5870.5 CERT.OF AUTH.#29296 718'NO7/8'NOM. 7/8"NOM. 7/8"NOM. 7/e"NOM. 5116"A/A PVBI 5/16"A/A PVB I 5/16"A/A PVB I 5/16"NA PVB I 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7116"AIR SPACE 1/8"A GLASS 1/8"T GLASS--\ 3/16"A GLASS--\ 3/16"T GLASS 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIORa EXTERIOR 76-79 76.78 78-79 76-78 8-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —�{ 718"NOM. 7/8'NOM. -+{ 718'N M. Imo— 718"NO718"NOM. 5/16"H/H SG I 5/16"H/H SG 5/16"H/H SG I 7116"A/A SG 7/16"AIA SG 7/16"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE 5116"AIR SPACE 5/16"AIR SPACE- 1/8"T PACE1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 118"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7679 76-79 76-78 • 76.79 7&79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. 7/8'NOM. TFV 7/16"A/A SG 7/16"A/A SG 1/2'NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4"AIRSPACE JD�RI.R BITE TYP. . '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5,7.9,11,13 78.79 78.79 &15 MAY NOT BE USED IN 75 • THE HVHZ ABOVE 30'. PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 scomplyingwith the Piaride 30 r3:rildiag Code � 1111 1 111 i Accepteaca Na 7 ♦ /i� Revision: imria.bite /� ♦♦♦�aNV LYMN� � Q�.•' F '•.(�� �ti I ade Product • • GLAZING NOTES: =* Mo.58705 "A"=ANNEALED =-O — Deecrip6on: Drown W. TYP.GLAZING DETAIL •H•=HEAT STRENGTHENED �_�) : 22 I �; 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI T=TEMPERED ® O ST TE OF ..w` N.VENICE•FL 34276 'PVB"=.090'TROSIFOL PVB BY KURARAY AMERICA INC. ��''•,F<ORIOP•.•'' �� (941}480.1600 nDQ' Date: 'SG"=.OBO'SENTRYGLAS�BY KURARAY AMERICA,INC. S ♦ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ,/,'SiO AL t�NG♦♦♦ PGT 9,tc• 9arias/Modah Scale: Sheetr Drvwing No. Rev. A LYNN MILLER,P.E. AU"�"ESEMa SH-5500 NTS 5 OF 13 MD-SH5500-01 I B P.E.q 58705 CERT.OFAUTH.#29296 ABLE 5: TABLE 6: TABLE 4: al..Type Bohan S.h a Om.Typos De0lgn Pressure,9751f17 a Dex*kntrgW s.Ir Wght Design Pmanum,IbaRl alar Np.. Design Pressure,lbolle e-Type ReInLLowl Ra 0Y4dav 11.1)0 on) V1Md..BurlsW 0 0,760 +/-50.0 R2 FbVd 61- u W48 SL115 +65.01-70.0 Relnf.Level 215 E*.Rita 11.704 +05.0 -70eve .0 .85.0 .70.0 Relnt ll M For ell vMdaw a sash.1- Stmdad Cdtapa 14.517.15.870 .95.0 -70.0 +65.0 -70.0 R3 For DII v4ndw and sash sties Eq.14b 11.503.14.516 +85.0 -70.0 +65.0 -760 SEE TABLE 9,SHEET 8 FOR Sbadadptadox 11.377.11.5M 4860 -70.0 10.0 -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T.5at 21517-25200 466.0 -7210 465.0 -7210 ANCHOR GROUP AND QUANTITY. $Wdwd Cdltepe 20.858.21518 4050 -70.0 465.0 .7aO 37.375 E4t¢NOo 17.517-20.057 +660 .70.0 +05.0 -70.0 SW ial Pm4ee 14.617-17518 4050 -70.0 465.0 -70.0 0 o Shollmt 11.377-14.510 +65.0 -70.0 465.0 -70.0 What 27561-31.511 465.0 -70.0 +65.0 Cullom -7IL0 iom S 78.617.27.502 46&0 -Re 485.0 7210 Slvdwd Cartapa 21517.20.510 +05.0 -7&0 +65.0 -70.0 OIJ HEADER 421 Ewm+rca 721517-23518 .eso -7210 +77x.0 -mo Q HEADER SUndwd Pmbe 17.517-20510 4855 -70.0 4658 -me Zen ow-sue _L4.517-17.510 465.0 -7a0 496.0 70.0 23 Shd.t 11.377.14518 +O&0 -70.0 465.0 -70.0 ^TOW 31.583.35911 +5&0 -7210 +85.0 .70.0 tadSad Canape5602 +61517-31.50 -7210 +65.0 7X0Epm181e 20.617-'5.616 +65.0 Jae +65.0 .70.0O O MEETINGRAIL 40 Sl.Mwd Pnke 17.517-20.515 +859 -MO 46x.0 -740 0 O MEETING RAIL C.1-sae 14.517.17.518 +65.0 -70.0 +669 -7Q0 26 o c-lam5ue 12517-14.518 +610 -MO .0 .70.0 27 she t 11.377.12.519 +640 -70.0 .659 Tao IXT64DR lrwat 91206-37.530 46&0 -70.0 4059 .7110 El(iER1OR 0 O O Slardad CahOo 78.6/7-33.207 4650 -70.0 .655 -70.0 �/ 0 23 EyaaNib 23.517.26.610 +85.0 -721 06 0 . .0 -lap Y3 JAMB m 4eW Caton She 20.517-21.510 465.0 .740 .0&0 .70.0 JAMB EXTERIOR SASH 88Yb StaMad Pnrdew 17.517.70.516 4650 -MO .05.0 -70.0 ExTEaDR SASH Cl-slm 14.517-17518 4050 -7eA 465.0 .70.0 h2 HEIGHT c t-Sze 12617-14.510 .050 -MO +e&D -700 HEIGHT sbnan 11.377-12518 +65.0 -7LD 485.0 -70.0 Tallest 38.517-415M +05.0 -MO .65.0 .70.0 Q Stndwd CoUpe 31.517.36510 +BSA -MO +e5.0 -70.0 O 23 Ew•Mm 21577-31.515 .050 -lap +65.0 -705 23 5wwwd Plodoe 21617-20.616 465.0 I-740 485.0 -70.0 SILL 62 clommsee MSIT•2151B 485.0 1-70.0 1+85.0 .70.01 SILL D Chelan Sim 17.517-20515 405.0 .70.0 46&0 .70.0 Clebm6Ca 11517-1751e +e&0 -70.0 465.0 661 c CW-5k 13.017.14518 .650 -10.0 +85.0 47.3 Sldtcl 11.084-13.016 4850 -70.0 +65.0 665 Tdhat M51T-41944 +860 -70.0 +65.0 -70.0 Uh4tan Slra 36517.38.518 +0&0 -70.0 *61D -70.0 EpcNee 5.511-5.516 40&0 -70.0 +85.0 -MO 75 oelpnl5he 32517.15.518 +650 -70.0 .89.0 -70.0 SECTION DETAIL FOR WINDOWS WITH Stmdwdlhadev 20.517.32.516 4650 1-70.0 1+65.0 1-7210 I SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 c6.1omsze 20.fi17-21.616 .es.o -7ao ;- 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE shateal 215121-zesle .6&0 -7ao .8&D 665 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 EgIeHiN 38.617.41.661 .21x.0 -7ao .�D 7210 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) eb o.wn sz. 1x617-]este .6&0 -7ao .65.8 6721 CONFIGURATIONS) i'RODUCT REVISED 51a01ad PmMew 31610-35.518 +05.0 -70.0 +640 665 8170 TWMi --41.e" 465.0 -7ao 495.0 66ll 215--Plying with the FlatidA SEE TABLE 10,SHEET 9 FOR ANC OUP AND QUANTITY. Bonding Cd' MIN.SASH HEIGHT=WIND WEU Id14T 50.136 A�P18nce Tate ' F IhlO !! !!UU ReHalan: Y •''�IGENSF•.��� h11.'6D1 ads Pi0d11et *, No.58705 NOTES: -_� '• ® Deenlptron: X14'0 BY 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. %AO ST TEO •'��� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI ��(� '•.FCORIDP`.•''•':\� N.VENICE,FL 34276 Title. Ocie: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS ASPER THE FIGURE. ��'rS�ONAL�NG�`` 1}IBD-7800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 771711 I 1113 4 TTS PaT ODUsIRFAC70.� SerlmlModeb Scale: SheeS Orvring No. Rdr ON THE TABLE. A.LYNN MILLER,P.E. ALL aaRlat4E,;�vEo SH-5500 NTS 6 OF 13 MD-SH5500-01 B PEM 58705 CERT.OF AUTI4.*29296 TABLE 7: TABLE& Oleo Type ae,,o Boh Glt-Typo Bell-sash %12.15918 O000rlpOmbghen Sesh Height D-Ign Pressure,Ibae 13914 13-tp6m rot 96011 flesh He101t D..lgn Pm sure fhe7ft2 R.IoLL-1 Rego®Wndow R.W(In) Wud-BucIt Wd.in 91ro.LweI Para®Wlndm Range DN WlnOav8wk Wldh ON 3 Heiamsae, -.-p---40--F-48 52125 1 54 3 He9ht SDa9 18 24 1 32 1 5 40 48 82125 54 0 23.5 EgeN6o 11.304 *70a'"0.0 +70.0-178.0 470.0-11O.D +70.0-110.0 235 Emr145e 11.304 •70.0-110.0 -T&D-11"D -0.0-110.0 .0.0-110.0 •70.0-110.0 00.0-110.0 00.0-110.0 +70.0-110.0 SbMed College 14517.11270 .70.0-110.0 •70.0-118.0 +70.0-110.0 -MO•1100 Slardam College 74.517-15570 00.0-170.0 •70.0-110.0 +70.0.110.0 470.0•110.0 •70.0.118.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 28 Eqr Zle 11.W-14.51a +70.0-1101D •70.0 1.110.0 +70.0-110.0 +700 -110.0 28 Equawae 17.83.14.516 -7011-110.0 +70.0-110.0 •70.2-110.0 •70.0-111.11 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 Sbnc!"Prolow 11.377-11562 +70A-110A +70.0 410.0 +70.0.110.0 •701 -110.0 SlanoardFWVW 11.37-11.562 +70.0-110.0 .70.0-11D.a +7D.D-110.0 •70,0-110.0 w0.0-110.0 •70.0-110.0 +711.0-110.0 •70.D-110.0 O Td1ol 23.517-20.286 •70.0•11a.0 +70.0.110.0 .70.0•1100 .7ao-110.0 T.U.1 23.617-2626 6 •70.0-110.0 •70.0-110.0 +70.0-110.0 1•70.0-110.0 +70.0 •110.0 w0.0-110.0 +70.0-110.0 •70.0 -110.0 HEADER SleMord Collega 20.958-23.616 +70.0-110.0 +70.0-110.0 +70.0-110.0 +MD.110.01 SleM.rd College 20,650-23.518 •70.0•110.0 -70.0-110.0 •70.0-110.0 •70.0-110.0 +70.0-110.0 .70.0-110.0 +70.0•110.0 •70.0 •110.0 25 37.375 Equ14it9 17.517.20.957 .70.0-110.0 +70.0•110.0 .70.0-110.0 .70.0 •100.0 37.379 E""". 17.617-20.957 +70.0-110.0 +70.0-110.0 -70,0-110.0 •70.0-110.0 -70.D•110.0 +70.0-110.1) +70.0-110.0 +70.0 •109.0 I� Slanted Proiaw 14.517-17.518 +70.0-110.0 +70.0•110.0 +70.0.110.0 +70.0•110.0 Stardald Prai- 14.517-17.510 •70.0•110.0 +70.0.110.0 +70.0•170.0 +70.0-170.0 •70.D-170.0 •70.0-110.0 •70.0-110.0 •70.0 AID.0 ,yam o Swett 11.377.14.518 +70.0-110.0 +70.0-110.0 +70.0-107.0 +700 •103.0 1 Shebat 11.377-14.516 •70.0•110.0 •70.0•110.0 +70.0-170.0 •70.0-170.0 •70.0-111.D •70.0-110.0 •70.0-107.0 •70.0-1030 U Ulet 27.603-31.811 .70.0•110.0 +70.0 40.0 +70.0 140.0 1+700 -90.0 TOW 27.00:1.MALI •70.0•11011 -7010-110.0 +70.0.110.0 +70.041&0 +70.0-110.0+70.0 118.0 •70.0 43.0 +70.0 -00.0 o0. Qetaan size 20.517.27.662 +70.0-110.0 +70.0-110.0 +70.0.110.0 +70.0 .110.0 Cudom She 25.617-22 41 562 -70.D•110.0 •7D.0 0.0 -70.0-110.0 -7O.0-110.0 +70.0-110.0 +70.0-110.1 •70.0-110.0 w0.0-110.0 Q Q MEETING RAIL Stededeo0aae 23.517.20.516 .70.0•110.0 +70.0-110.0 +70.0-110.0 w0.0 .110.0 SteMardCPOege 23.517.26.516 •70.0-110.0 +70.0 1-111.0 00.0-110.0 •7D.a 110-0 +70.0 •110.0 •700-110.0 +70.0-110.0 .70.0-110.0 0 44 Eq.Me 20.517-20.518 +Tao-11011 1.70.1)-110.0 +70.1)AM +740 -110.0 4 Equal t. 20.517-20516 •70.0•110.0 +70.0•110.0 1-70.0-110.0 +70.0-110.0 -70.0-ll&D wao AIDA •70.0-110.1) .70.0-110.0 27 D SWded Pm*.1 17.517-20.la .70.0 41D.0 +70.0 410.0 +faD .110.0 .70.0-110.0 Stardom PMAm 17.517-20.515 +70.0-111.1 +700-110.0 +70.0-110.0 +Tao-110.0 •700-110.0 •70.0-110.0 •70.0-110.0 +70.0-110.0 QOl4el She 14517-17.510 +70.0-110.0 .70.0-110.0 +70.0-11o.0 .70.0 -110,0 U.-sh4 14.517-17516 •70.0-11D.D •7110 •110.1 +70.0•110.0 7D..-110.0 •70.0-11a0 •0,0-110.0 •70.0-110.0 -70.1)-tta.0 El(TERIDR slnneet 11.37-14.616 .70.0 -110.0 +70.0•110.0 +70.0.107.0 +Tao -103A soonest 11.377-14518 +70.0-11011 •70.0-110.0 •70,1)-110.0 170.0•110.0 •70.0-"O.D -70.0-110.0 .70.0 407.0 +70.0 -103.0 0 O O T.Omt 31.603.35.011 +70A 410.0 +7011 418.0 100 •83.0 +7ao 40.0 Tallest 31.583.35.911 +70.0-110.0 -70.0-110.0 •70.0-110.0 •70.0 AMD -70.0-110.0 •70.0 -09.0 +70.0 13.0 •70.0 900 Stabled College 20.517-31.582 .70.0-110.0 +ro.0-11D.0 +70.0-1100 +70.0-110.0 slanted Cgdege 26.517-31.582 -70.01-110.0 •70.0•110.0 •70.0-110.0 +70.0 .110.0 +70.0-110.0 wao-110.0 +70.0-110.0 •70.0-110.0 ,JAMB 25 Egld4ee 20.517-2&.510 +70.0•110.0 .70.0 •110.0 1+70.0 1.110.0 1+70.0 -11&0 Equ141e 20.6'77-28.516 •70.0-110.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 •70.11-110.0 •740 410.0 •70.0 410.0 •70.0-11D.0 48 Siad.nl P-4- 17.517-20.615 +7011 410.0 +70.0-110.0 +70.0•110.0 +70.0 410.0 40 .,..P.W 17.517-2057 5 •70.0.110.0 +70.0-110.0 +70.0-110.0 -7a0-110.0 w0.0-110.0 +70.0-110.0 +70.0 1410.01+70.0•110.0 EXTERIOR SASH Cmbm ED. 11.617-17.516 .70.0•110.0 +70.0•1100 +10.0•110.0 .70.0-111.0 QlMo.She 14517-17.516 +70.0-110.0 •70.0-110.0 •70.0 410.0 170.1 410.0 +70.0-1to.0 •70.0-110.0 -70.1-110.0 170.0•110.0 a HEIGHT onto.she 12517-74515 .ro.o-110.0 .ro.1-110.0 .Tao-1100 +roA 010-0 wdomshe 12577-14576 170.0-110.0 170.0-1111.0 •70.1-110.0 -70.11-110.0 .70.0-1100 1-70.1-110.0 -711.0-1100 +71).1-110.0 SECTION DETAIL FOR staled 11.37.12516 +70.0 41G.O +70.0-110.0 +71.0 AMC .70.0 -11011 � Slede3t 11.37-12.516 +70.0-110.0 +70.0-110.0 •Tao-110.0 •70.0-110.0 •70.0-110.0 770.0-118.0 +70.0-118.0 .70.1)-111.0 T.De.I 3320-37.596 +70.0 410.0 •70.0 -OD.0 .700 -MO .70.0 -000.0 o West 33.208-37.538 .70.0-110.0 -70.0-110.0 •70.0-1102 -70.0-110.0 .70.0-111.0 +70.0 900 •70.1 -930 •70.0 -00.0 WINDOWS WITH slaedeaeo0aoe M17 33-207 .ro.o •111).0 +70.0-112.0 +7ao 410.0 .70.0 -110.1) 'x slaoderncoe29. 20.517-33107 -70.0-110.0 •70.0•110.0 -70.0-110.0 -70.0 410.0 •70.0-110.0 +roA-110.0 •7ao-110.0 +71).0 410.0 LEVEL R3 REINFORCEMENT 25 Eclu101e 23.517-20.515 +70.0•110.0 .70.0•110.0 170.0-110.0 +70.0 -110.0 Equ1-0Io 23.617-26.616 •70.0 410.0 •70.0-110.0 -70.01-110.0 +70,0 410.0 +70.0-110.0 -70.0 410.0 •70.0 410.0 -70.0 -110.0 &GLASS TYPES 9-16 0.111010565 20.011.20516 +70.0•1101) .70.0-111.0 .70.0-110.0 +ro.o•110.0 cudgmsW 20.517-23.516 00.1-7711.0 -711.1-110.0 •70.1-110.1) •70.0 410.0 -711.0-110.0 +71.0-170.0 -7470-1100 -711.0-110.1) O 2 40 82' sleleea FheAew 17.517-20515 .71.0-110-0 100-1100 .70.0-110.0 *700-110.0 4&� 6lardam Pmlm 17,517-20516 +70.0-110.0 •70.0-110.0 -70.0•110.0 •70.0-110 -70.0 410.0 +70.0 410.0 -70.0-110.0 +70.0-liO.0 (REINFORCEMENTS SHOWN SILL cuotoask. 14.517-17.615 +7011-110.0 .70.0-110.0 wao-1100 .70.0 .110.0 ; a=Sim 14.517-17516 +70.0-110.0 •70.0-111.0 •7ao-110.0 •70.0 410.0 w0.0-110.0 -70.0-110.0 •70.0-110.0 wOA-110.0 IN FIGURES ABOVE APPLY aebm she /2517-lasts +1011-11011 +70.0-1100 +70.0-110.0 +70.0-1100 Cudom sh. 17.5100-1a51s .711.0-110.0 .70.0•111.0 +7ao-1100 .70.0-111.0 -70o-111.0 +70.0-110.0 -711.0-116.0 •70.0-1100 TO ALL CONFIGURATIONS) shme.t 71.37-12516 +7011•110-0 -70.0•110.0 +70.0-110.0 +70.0-110.0 9hoda.t 11.377-12516 -70.0-110.0 +70.0-110.0 1-70.0 410.0 -70.0-110.0 +70.0 410.0 •70.0 AULD .70.0-110.0 +70.0-170.0 T11ct 3&517-41.644 +70.0-110.0 10.0-110.0 +70.0-110.0 +70.0 410.0 T.Hal 36.517-41.644 •70.0-110.0 +70.0-110.0 •70.0•110.0 •70.0-110.0 -70.0-110.0 -70.0-11a0 -70.0-110.0 •70.0•105.7 SWded Cordage 31.517-34518 .70A 410D +70.0 410.0 +70.0•110.0 +70.0 41D.0 Slandaie Ca5a0e 31.517-36515 +70.0-110.0 •70.0-110.0 +70.0-110.0 •710-110.0 +70.0-110.0 470.0-110.0 -710-1085 •70.0-103.0 � Eq.". 20.517.31.510 +70.0-110.0 +70.0•110.0 +70.0 1-110.0 1+70.0 1-110.0 Equal-0l. 28.517-31518 •70.0-110.0 .70.0•710.0 •7&0•110.0 +70.0•110.0 •70.0-110.0 •70.0-110.0 -70.0-107.9 •70.0-1024 Standend PrP7,OW 23517-20.515 .70.0 -170.0 .70.0.110-0 +70.0-110.0 I+70,0 1•110.0 Slanderd Ptdlaw 23.517-26515 +70.0-110.0 •70.0-110.0 wao-110.0 -70.0-710.0 170.0-110.0 +70.0-110.0 -70.0•110.0 -70.0 405.2 62 Clem.She 20.517.23.518 1+70.0 1.110.0 +70.0-110.0 +70.0•710.0 +70.0 -110.0 62 code sm. 20.617-23.516 •70.0 410.0 +70.0 •11x0 •70.0-110.0 170.0 410.0 +70.D -110.0 N0.0-110.D •70.0-110.0 •70.0-107.0 CmWrn Slip 17.517-20.515 +70.0-11011 +70.0•110.0 +70.0-11"0 +70.0 410.0 Cudam 9110 17.517-20518 •70.0-110.0 •70.0 •110.0 •70.0 410.0 -70.0-110.0 +70.0 410.0 •70.0•110.0 •70.0-110.0 •70.0-109.8 0.1Pm She 74617.17.515 +7011-110.0 +70.0•110.0 .70.0-110.0 +70.0 -1100 CUdom sae 14.517.17516 -70.0-710.0 •70.0 -110.0 •70.0-11D.0 -70.0 4D8.0 -71X0 AD?8 •70.0-100.5 .70.0•1205 •70.0-100.5 C.-She 13.017-14.510 +70.0•110.0 +70.0•110.0 +70.0 4100 .70.0 -110.0 Cualem 8011 13017-14518 +70.0•110.0 +70.0•110.0 •roll-1042 •700-100.7 -70.0 -07.1 •70.0 -04.4 •70.0 -04.4 •70.0 94.4 515119.1 11.854.13.010 +70.0-110.0 +70.0•110.0 +70.0-110.0 +70.0 -110.0 Shortest 11.864-13AIS +70.0-710.0 •70.0 •710.0 -70.0•1028 •70.0 97.0 •70.0 93.3 •70.0 -90.1 •70.0 40.0 •70.0 40.0 Tall9.l 30.511-H.%0 +70.0-170.0 +70.0•110.0 +70.0•170.0 +70.0 -1140 Tallest 39.677-41.6dd •70.0•170.0 -70.0-17x.0 +70.0-110.0 +7ao-11"0 +70.0-110.0 •70.0-110.0 •70.0-101.5 •70.0 95.0 Qebmslre 38.517.39.518 +70.0-110.0 +70.0.110.0 +70.0•110.0 +ro.0 410.0 culPtoshe 38.617-39.516 •70.0-110.0 •70.0•17011 -70.0-110.0 wao-110.0 +70.0-110.0 +70-0-110-0 •70.0-101.1 +70.0 96.3 Equtlbt. 35617-38.510 .70.0-110.0 .70.0 •110.0 1&0•110.0 +70.0-110.6 Equ wl. 35.517-38516 -70.0•110.0 +70.0-110.0 •70.0-110.0 .70.0-770.0 •70.0-1140 •70.0-11011 •70.0-100.4 •70.0 95.0 75 Custom she 32617-35.516 +70.0 .110.0 •70.0 •110.0 .70.0•110.0 .70.0 •110.0 75 Cuda.She 32517-35516 •70.0-710.0 •70.0•110.0 .70.0-110.0 -70.0 410.0 •70.0 410.0 •70.0•110.0 +70.0-100.7 +70.0 9i2 Startled PraJeW 29.517.32.518 +70.0•110.0 +70.0•110.0 +70.0•110.0 +70.0 -110.0 Stais3r inWo 20.517-32.516 •70.0-110.0 •70.0 -110.0 +70.0-110.0 +70.0-110.0 .70.0-110.0 •70.0.109.8 -70,0-101.6 +70.0 96.1 pebm 6ha 21517.28.818 +70.0•170.0 +70.01-11 +70.0•110.0 +ro.o -110.0 cudom she 28.517-28.518 •70.0-110.0 +70.0 410.0 -70.0-107.9 +70.0 4024 +70.0 90.9 •70.0 944 +70.0 -06.4 +70.0 48.4 SIeO.0 25515.78.618 +7011-110.0 +70.0-110.0 +70.0-110.0 +70.0 -110.0 9hano.1 21618-26.578 •--.a-110.0 .7aO -110.0 .70.0-104.8 -7.e 49.1 •7011 -05.4 •70.0 924 •70.0 924 N0.0 92.4 EgraWfe 34517-41.844 +70.0-11011 +70.0-11(10 N0.0•110.0 *70.0-170.0 Equ14He 34517-41.644 •70.0-710.0 •70.0 •11x.0 .70.0-11011 woo-110.0 •70.0-110.0 •70.0-109.6 •70.0 46.7 N0.0 41.1 GLASS TYPES 9THROUGH 84 Oeb.size 35617.36.fi10 +70a•110.0 +70.0•110.0 +70.0-1100 +70.0 41&0 Bd Cud9m9he 35517-39.518 •70.0-770.0 N0.0-110.0 •70.0 407.9 •70.0-1024 •70.0 -09.9 +70.0 46.4 +70.0 48.4 .70.0 91.8 116 MAY NOT BE USED WITH swded poev- 33.615-35.518 +70.0-110.0 +70.0-110.0 .70.0 410.0 +70.0 •110.0 SlardarO000045-7 33618-35518 +70.0•110.1 +70.0-110.0 •70.0 4026 +70.0 47.0 •70.0 433 •70.0 -00.1 +711.0 40.0 •70.0 40.0 J-CHANNEL OR INTEGRAL PRODUCT REVISED .1.76 10100 -=741.0.44 +70.0-f 1011 -70.11-110.0 -711.0-1100 +7ao oma 91.75 7911810 •-0.500 -70.0-110.0 -71.0•111.0 .70.1-1025 wao 470 •111.0 933 •70.0 40.1 .70.0 90.0 -70.0 40.0 •FIN FRAMES as c0A1Plyulg,yieh Ute Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11•SHEET 10 FOR ANCHOR GROUP AND QUANTITY. H1n:]di2g Cod, MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT 50.136 AalzPtoloa NO •DCi Y LYN 700 i RenWon: E7{rimt(oD Dme 7� i pN•.. `��;.•' ytCENSF'•.�(� Nii.ni od5P7aductCa_ N0.58705 '^ NOTES: _ _ Da.. Vm: 0000511 J By: � 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. w� N.VENICE.FL 34276 �0,�'. STA D (V n1y: Gate: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHTISAS PERTHEFIGURE. �(�s'•.',`<ORIDP.••'G\�� X1}4841600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �70NAL1 1EN�S�` Pm O201Hc. � ��SI;RESERVED Srnie: Sheetr 'MR No. R6r. ON THE TABLE. A LYfjt!�.I111ER`P.E. 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ELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCT BIII of Material Bill of Material,cont SILI STRUCTURAL 11,V NOM. 3116"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE 1 620101 single Hung Frame Head&Jam -J-Channel ­­PVC45 720197 Auto Lock Mechanism C Stee WITH DESICCANT DESIC 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc EXT.GLASS EXT.GLA 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX#6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 50 976X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS INT.GLASS .GLASS 7 1 620107 ISFYDH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 1 620108 ISHIDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC KODISPACE SUPER 14 1 620131 IFIxed Meeting Rail PVC 53 7634PHFL #6 x 3141 Ph.FH SDS(Comer Key Screw) SS 7s 4SG TPS 0 SPACERW NXTT" 161 620129 1 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 1 620134 1 Balance Cover PVC 55 420184 Tllt Latch Retainer PVC 18 1 620133 1 Sash Stop/Screw Cover PVC 56 720207 1"'nit Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE 21 620157 Beveled Interlock 6005 T5 Al 59 420180 Pivot Bar Comer Key PVC 5/16"NOM. SEAL 5/16"NOM. 22 620145 Beveled Interlock Coder PVC 60 720206 Pivot Bar SS BUTYL& SILICONE SEAL 23 620150 LI ht Sash Reinforcement 6063 T6 Al63 720191 Sash PUII Handle Cast Zinc DESICCANT ROLL-FORMED 9 FOAM STAINLESS STEE 25 62,162 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 26 620153 Standard Meeting Rall Reinforcement 6005 T5 AI 65 7834FPT #8 x 314'Ph.FH SDS(Pull Handle Screw) SST•GLASS 27 620154 HD Meeting Rail Relnforoement 6005 T5 AI 66 420188 Bottom Latch Stake Plate Cast Zine EXT.GLASS 30 61644 Weatherstrip,.187'x.270"Fin Pile 67 97858B #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.3013"Foam Bulb Flex PVC 72 720135 Lama I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220'Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+1-5 dura. EPDM DURAS EAL® XL EDGE' 35 70XIMT[T #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7e 7s 36 78)GTHPX #Bx 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 40 720X1000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8x3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(MachinelHand Rolled) Vinyl 44 78X114FPAX#8 x 1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS E78 Description Material !'-Ay- RswsFn cs ccungl}�rry with ttx Florida de Kommeding 4SG TPS Spacer System 9uf.ildig N See this Acceptn.,corw 11-D&30-65 Quanax Super Spacer nXr with Hot Melt Butyl Sheet for `�` ANY LYN/y '�,� Ravie/on: E tract uDateaJRL �� Quanex Duraseal SpacerMatedals � t\CENS ( % yCardinal XL Edge Spacer F :(F m.+ ode Product REFERENCE TEST REPORTS:FTL-8717,8968&8970 =*; No.58705 -� Dmcr/pUon: Drorn W. = dar'�; 1070 TECHNOLOGYDRNE BILL OF MATERIAL(BOM) J ROSOWSKI ;Q�'•, STATEOF ��` N.VENICE,FL 34275 mua Date: ���•'•.�ORIDP,.•" (941H80•1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: i S7 �G� copvrasrrtomt7 �, ANAL E v` 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. LYNN I r I 111 . /uLRx11118 REeE�RVm' S°rf'sSH- Scab: Sheet: Drawing No. Rer. 2)ITEMS#9-13,15,24,28.29.34.39,61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A LYNN MILLER,P.E. SH-550O NTS 12 OF 13 M D-SH5500-01 B P.E.q 58705 CERT.OF AUTH.829298 OPT.SWEEP LOCK 46 48 OPT.AUTO LOCK 47 20 @7 OR 58 48 po 51 OR 45 5 OPT.PULL FAIL i 22 82 ORS 79 INTERLOCK& COVER 66 87 86 f 35 OPT. 421 BEVELED MITERED FRAME WITH —INTERLOCK INTERIOR AND EXTERIOR &COVER FRAME WELDS 54 —@X4 16 --@X4 's 53 c 60 @OR ) OR ) 14 '.'avN�E------- ZA SCREEN NoAss49 60 ASSEMBLYOPT.PULL HANDLE 7— WITH LATCH DETAILS 41 ( ) 4�CONSTANT FORCE 8 82OR 83 BALANCE OR OPT.PULL 40 OR 43 42 43 SPIRAL-BALANCE HANDLE 63 67 • 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 DETAILS EXTERIOR 59 'RODUCT REVISED 53 —plying l6th Uig Florida 17 FRAME ftWd— EVimfio.Date lAY.LY/VAj ASSEMBLY ... ...... By DETAILS • C E NTj Mimi &Tpkloduct No.58705 DwcripUon: Drown BY., EXTERIOR 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY i ROSOWSKI NOTES: TE., N VENICE FL 34275 4 lige: Df.1 -480-ISDO (G41) 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. "Oe. .......... 00FfRK4iTCZD17—SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTSFRAME TYPES APPLY. ',�ONA L 0 )TINDUSnUMIM S--IModd, EITHER SASH TOP LOCKS OR SASH B0770M LOCKS. CERT.OF NTS 13 OF 13 'MD-S'H' 5500-01 B F Sheaf 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6&7. PJGMRESERVED Rar 4)USE E A.LYNN P.E. SH-5500 PEN 58706 AUTH.#M _j