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WS-15-619 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-230691 Permit Number: WS-3-15-619 Scheduled Inspection Date: April 24, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: RJG REAL ESTATE LLC, RJG REAL Work Classification: Window/Door Replacement TOTNT 1 1 f` Job Address: 137 NW 106 Street Miami Shores, FL 33150-1247 Phone Number Parcel Number 1121360080290 Project: <NONE> Contractor: C&C BUILDING INVESTMENTS INC Phone: (305)433-6659 Building Department Comments INSTALL ALL 12 WINDOWS AND 3 DOORS Infractio Passed CommentsINSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 23,2015 For Inspections please call: (305)762-4949 Page 12 of 33 n ,SNoaEs�� Miami Shores Village xtnl�ovitSh 10050 N.E.2nd Avenue NW "d �r ilk Miami Shores,FL 33138-0000 VEb Phone: (305)795-2204 f�oRioA � , 4I21l2t1 Expiration: 10118/2015 Project Address Parcel Number Applicant 137 NW 106 Street 1121360080290 Miami Shores, FL 33150-1247 Block: Lot: RJG REAL ESTATE LLC Owner Information Address Phone Cell RJG REAL ESTATE LLC 6001 EAST COLUMBUS Drive TAMPA FL 33619- 6001 EAST COLUMBUS Drive TAMPA FL 33619- Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 C&C BUILDING INVESTMENTS INC (305)433-6659 (786)295-3354 Total Sq Feet: 0 Type of Work:INSTALL ALL WINDOWS AND FRONT AND R Available Inspections: No of Openings: 15 Inspection Type: Additional Info: INSTALL ALL 12 WINDOWS AND 3 DOORS Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-3-15-54867 DBPR Fee $3.75 03/20/2015 Check#:7847 $50.00 $227.50 DCA Fee $3.75 Education Surcharge $1.00 04/21/2015 Credit Card $227.50 $0.00 Permit Fee $250.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $277.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,stale nts or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work one by either` yself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WI IDOWS,DO RS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing i orm tion i accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize th ov m contractor to do the work stated. April 21, 2015 Authorized Signature:Owner / Applica t ntractor / Agent Date Building Department Cop April 21, 2015 1 3� Miami Shores Village MAR 2 15 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 l BUILDING Master Permit No.RC-8-14-1741 PERMIT APPLICATION Sub Permit No. .-,'_1 s I s '� BUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 137 NW 106 ST City: Miami Shores County: Miami Dade Zip: 11-21-36-008-0290 X Folio/Parcel#: Is the Building Historically Designated:Yes NO RESIDENTIAL Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):RJG REAL ESTATE LLC Phone#:305-443-6659 Address:6001 EAST COLUMBUS DR City: TAMPA State: FL Zip: 33619 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: c & c BUILDING Phone#: 786-348-7847 Address: 2100 NW 99TH AV City: DORAL State: FL Zip: 33172 Qualifier Name: CARLOS GUERRERO Phone#: 786-348-7847 State Certification or Registration#: CGC 1510129 Certificate of Competency M DESIGNER:Architect/Engineer: JORGE SALAZAR Phone#: 305-450-6228 Address:921 E 9 PLACE city: HIALEAH State: FL Zip: 33010 Value of Work for this Permit:$5,000.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALL ALL WINDOWS AND FRONT AND REAR DOOR Specify color of color thru tile: Submittal Fee$ Permit Fee$ 'W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �— (Revised02/24/2014) f ` Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deliv a the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement po d at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the obs of su posted notice, the inspection will not be approved and a reinspection fee will be charged. / Signature Si OVIC�I€R orAGENT TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 5 day of MARCH 120 15 by 5 day of MARCH 120 15 by ROBERT GESEMYER who is personally known to CARLOS GUERRERO who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: L T GONZALEZ Sign: Sign: _FAPrint: CARLOS Print: Ar, NcP�.lgua'&28,2ot9 ja07,390.0.53 flaWsN0W Smite car ERO Seal: .'� COMMISSI EE1767M EXPIR 06.2016 323 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Limited Liability Company RJG REAL ESTATE, LLC Filing Information Document Number L06000104152 FEI/EIN Number 205802423 Date Filed 10/26/2006 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 06/03/2013 Event Effective Date NONE Principal Address 6001 EAST COLUMBUS DRIVE TAMPA, FL 33619 Mailing Address 6001 EAST COLUMBUS DRIVE TAMPA, FL 33619 Registered Agent Name &Address GESEMYER, ROBERT J, MR. 6001 EAST COLUMBUS DRIVE TAMPA, FL 33619 Name Changed: 01/05/2008 Address Changed: 01/05/2008 Authorized Person(s) Detail Name &Address Title MGRM GESEMYER, ROBERT J 6001 EAST COLUMBUS DRIVE TAMPA, FL 33619 Title MGR GESEMYER, CANDACE http://search.sunbiz.org/Inquiry/CorporationSearcl-/SearchResultDetail?inquirytype=Entity... 3/18/2015 Detail by Entity Name Page 2 of 2 6001 EAST COLUMBUS DRIVE TAMPA, FL 33619 Annual Reports Report Year Filed Date 2013 09/04/2013 2014 01/08/2014 2015 01/15/2015 Document Images 01/15/2015 ANNUAL REPORT view image in PDF format 01/08/2014 ANNUAL REPORT view image in PDF format 09/04/2013 ANNUAL REPORT View image in PDF format 06/03/2013 LC Amendment View image in PDF format 01/04/2012 ANNUAL REPORT r-View image in PDF format 01/04/2011 ANNUAL REPORT view image in PDF format 01/19/2010 ANNUAL REPORT view image in PDF format 01/15/2009 --ANNUAL REPORT View image in PDF format 01/05/2008 ANNUAL REPORT view image in PDF format 05/08/2007 ANNUAL REPORT View image in PDF format 10/26/2006 Florida Limited Liability view image in PDF format and Priv,�'y PONO s' State of Depalt'l-'ert of"-"'ate http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/18/2015 Florida Building Code Online gg MAR 2 0 2015 9 �s . BCIS Home Lag In User Registration Hot TopicsFa �3i�br�flCSnrekar9e-- -� cts Publications FBC Staff SCIS Site Map Links Search Business Product Approval Professional ;`:"- -- USER:Public User - Product Approval Menu>Produc*or 0.00licabon Search>APPli-6-Data" FL# FL4904-116 'tax`'"' Application Type Editorial Change Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 ssch rei ber@ masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Exterior Doors Category Swinging Exterior Door Assemblies Subcategory Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) cedar Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/08/2014 Date Validated 12/09/2014 Date Pending FBC Approval hos://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtelulwHNbblSc... 3/5/2015 Florida Building Code Online Page 2 of 3 Date Approved 12/10/2014 Summary of Products FL# Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R6 C CAC NI006110.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+76.0/-76.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R6 II FL0128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R6 AE 504A.pdf 3'-0"x V-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO128-05 for details. 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R6 C CAC NI006110.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R6 II FL0129.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R6 AE 503A.pdf 3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R6 C CAC NI006110.0i.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R6 II FL0128.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R6 AE 502A.pdf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R6 C CAC_NI006110.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+45.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R6 II FL0129.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R6 AE 501A.pdf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R6 C CAC NI006110.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/-45.0 Installation Instructions https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISc... 3/5/2015 L0 149"MAX. OVERALL FRAME MOTH � 00 21" MAX 36.375" MAX. OJ cp SIDE-H(NGED WOOD-EDGE STEEL DOOR UNIT -D.L.O.- PANEL WIDTH 37.5" MAX. ¢ p 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W ASTRAGAL FRAME WIDTH _J LO I � GENERAL NOTES ® ® ® ® W CD Q O 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA 8UUD5NG CODE AND WHERE PRESSURE REQUIREMENTS AS DETERVINED BY ASCE 7, M'NIMJM W Lr)_ DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, F' U)L=' DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^� Z 2. HURRICANE PROTECTIVE SYSTEV (SHUTTERS) IS NOT REQUIRED ON ^ Co (n OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. g 3. ;N THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN + _j 0 = ACCORDANCE WITH SECTION 2220 OF THE FBC, - 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. X 5. PLASTICS TESTING OF UTE FRAME MATERIAL: w TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F $�}j g RATE OF BURNING ASTM 0635 0.77 IN MIN + y SMOKE DENSITY ASTM D2843 13.47. a W TENSILE STRENGTH- I ASTM D638 7.50% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 O � DOUBLE DCOR UNIT WJSIDELITES a AddBMamb NMq 3 3 3�'m (n N(AN Oeftakn No., sj j a�I.1/0_2 v Pwe*,WBy z r= Date Rev etre_ _�T;yl g, z a w U�.� W I� ® �l M ® ® ® 1 ® 130 ® ®� v- ® ® ® ® 0 O 1 N III��I U 4.0Z ri1NpZ ogQ=Li Ln cr cc 04 0, if SINGLE DOOR UNIT .DOUBLE DOOR UNIT OGLE DQOR UNIT SINGLE DOOR UNITSALE DQL7R UNIT WIS IDS ELITES /ZQUBLE DOOR UNIT W/SIDELITES WITH SIDE!ITE WITH SIDEUTE WHERE WATER N=ILTRA ION PERFORMANCE 'S DESIGN PRESSURE RATING REQUIRED TO BE 157 OF OES;GN PRESSURE on1E 7/11/05 -ABLE OF CONTENTS _-_ CDILEII. MAX WIDTH INSWING TSWI INSWING CUTSWING ./ ,/ score: N.T.S. SHEET /� DESCRIPTION X 37.5 +76.0 -•76.0 +76.0 76. +19.0 -t9.0 +55.0 -55.0 is r owG.©v: 1 TYPICAL ELEVATIONS & GENERAL NOTES ',4 +55.0 -55.0 + - +19.0 -79.0 + _.0 -55.0 S 2 ANCHORING LOCATIONS & DETAILS OX or XO + .0 - 5.0 + -55.0 +79.0 -19.0 +55.0 -55.0 CHK.BY, 3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 + _O -55.0 +5 -t>5.0 +19.0 -19.0 +55.0 -55.0 OXXO 149 + 5.: -55.0 +55.0 -55.0 +19.0 -79.0 +55.0 -55.0 KURT BDA PE. OWG-G-F FLORIDA P.E. OwG-MA-FLo128-D5 #56533 SHEET__L OF_L a: Ln pa 00 6" SEE DETAIL —6" E. I F 6" 6.. — E5 o u _6" --- � U� �n 3" 1p tO o .n Z U n n n n n o s n lf` U ¢ a¢SEE DETAIL SEE DETAIL : O o SEE DETAIL "C" — ,'c" e _ e G 6 6.. _ •� w z —1 6 SEE DETAIL N ✓ y z m OO Z U U3, ASTRAGAL RETAINER BOLT HOLE U a N V) Z #1Q x 2" 8 x 2-1,12" MUST BE DRILLED THROUGH =ow _ #8 x 2-1/2° # THE THRESHOLD & INTO THE �0oz #10 x 5/8" • • STRUCTURE DEEP ENOUGH 22 ¢z FOR A 11.375" THROW #8 x 2-1/2" #10 x ^yam #10 x 5/8" O w ❑ #10 x 3/4" DETAIL "F" ASTRAGAL_ a o #10 x 2" DETAIL "E" ASTRAGALO IG (1/8'TEMP. GLASS) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/O-TIGNAL DECORATIVE INSERT DETAIL "D" STRIKE PLATE TO FRAMEzM, a�L OR eumL SPACER DETAIL "C" AS SHOV✓N. wovmz TYPICAL r_66 x 1-1/2'PHS Abr4m h MW DATE: 7/11/05 0.962'"{ c_ SCALE: N.T.S. CerlxatbnNo.:h/Tn0C ^pyx}f.� :' DWG,SY: SWS 1.37j" W J'-`J N D31Q 6NBM�?��: DOW 995 iCyF ';'�' CNK.BY: TDRAWING NO,. INSWING THRESHOLD OUTSWING THRESHOLD EXTERIC RC D'NC-MA-FL0128-05 TYPICAL GLAZING DETAIL SNEET 2 OF 3 cc SEE DETAIL 6" 6" cr- 000 ..E„ SHT. 2 3 3.. I- 3" O .- �- 3" 6„ L L 3„- - 3,f J Q) -I p 6" - O c 0 9 0 LL, O Q w z4.CJ U Li o w z j a SEE DETAIL < Z U "D" SHT. 2 - - N Cn O a 0 -j Q �� a S� LJ SEE DETAIL A w o "C" SHT. 2 - - w w s w c A n A G H 6 Nig J �Q 3" � g� SEE DE TAi 6Q. " "I"' SHT. 2 ATTACHMENT DETAIL N in L m 1. ANCHOR ANALYSIS FOR LOADING CONDI-IONS PREPARED, _ SIGNED AND SEALED BY LUIS R. LOMAS, PE 0 (FLORIDA #62514) W,TH THE LCWEST (LEAST) a w FASTENER RA-ING FROM THE DIFFERENT FASTENERS LL w w J BEING CONSIDERED FOR USE. JAMB, HEAD, ANDa a g,'a(n z THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �atnIn z #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL In SHIM MUST BE PLACED IN SHIMSPACE AT EACH ANCHOR HARDWARE SCHEDULE -<UoW LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND oma= 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TC BE INSTALLED F,. PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE 00c W BACK JAM3 UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES CORRUGATED FASTENERS LOCATED 3" FROM EACH END —� rn a a AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM s 12" O.C. 1.5C"} 1.25" ° — w o u m 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES CCME FROM MIN ]— -0.25" MIN -0.25" Z' ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE 7/11/05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVEAdbWPICNAW SCAB: N.T.S. MINIMUM EMBEDMENT OF 1--1/4". CLtalbn- 4 Dwc.9v: gyyc 4. WOOD BUCKS BY O-H-RS MUST BE ANCHORED PROPERLY TO R � ` CHK.6Y: TRANSFER LOADS TO S-RUCTURE. ', -�J " OWING w0.: 5. MINIMUM DESIGN VALUE STRENGTH 0= ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FLO129-05 ANCHOR INSTALLATION ANCHOR INSTALLAT CN SHEET JCt' 3 Luis R. Lomas A E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 504A 338-945-9895 Date: 12/29/09 Product: Single Door 3'x6'8" scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FL0134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 3/16"ITW Tapson,for masonry installation Anchor capacity in shear condition: Fastener type:#10 wood screw (NDS 2005,11.3) Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir Side member thickness: t.= 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: F�= 4,650 psi Main member dowel bearing strength: F,„,= 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyy= 80,000 psi Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 los Allowable Design Value: Z'= 171 Wencher Mode IV Fastener type:3/16"ITW Tapcon N.O.A.07-1126.10 Substrate:Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z: 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z= 197 lbs Actual edge distance: 2.50 in Design value per interpolation: Z= 189 lbs Allowable Design Value: Z'= 189 lbs/anchor Minimum anchor capacity: 171 Ibs/onchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum reauited anchors Pressure against stops with bump threshold: 36.38 Design pressure: 85.0 psf # Area Loud Ind. Max Anchor Y 79.25 Zone (ft2) (lbs) (in) � cap; Qty abs (Il oad Result A, 2.3 195 N/A N/A 171 2 98 OK Al A2 7.7 656 6.00 18.00 171 5 131 OK Single. Pressure away from stops: 36.38 Design pressure: 85.0 psf Area LoadLid. Max_ Anchor Al Al Zone (ft) (lbs) (M) O.C. Cap. �Y Load Result 79.25 (in) (lbs) (lbs) A. 10.0 851 6.00 18.00 171 5 170 OK \\\\\\11111///// ��5 .R 0;1��% •��CENs�'�� *• 051 •yt TA Luis OF • �; �. • <[I� Luis R.Lomas P.E. 0iAe./c •:\i FL No.:62514 1 of ��FS.�ORIOP* 1/7/2010 ��/i6/0NAL`ti?�� Luis R. Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite LeWsviNe,NC 27023 Report#: 504A 336-945-9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf Area Load Ind. Max. Anchor 79.25 Zone (ft2) Obs) (in) Cap. Load Result (in) (lbs) (lbs) AI 2.3 195 N/A N/A 171 2 98 OK Az 8.9 753 6.00 18.00 171 5 151 OK Anchor Locations: 36.38 — 18.19 6.00 TYP. — — 6.00 TYP. — 1 1 6.00 1 13.45 MAX.O.C. 1 79.25 t 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. E N S?l,9��' TATOF P4" .u— /0;0 . Luis R.Lomas P.E. FL No.:62514 2 of 2 1/7/2010 t - , i MAR 2 0 2015 M IAM 1•DADE ! v SIIAINII--DADE COUNTY,FLORIDA r Milli] --— M PRODUCT CONTROL SECTION DEPARTSIENT OF REGULATORY AND ECONODIIC RESOURCES(RER) 11805 SSV 26 Strect,Room 208 BOARD AND CODE AD51IMSTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiantidadLgov/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 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there 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 No. 13-0815.05 and consists of this page I and evidence pages E-1 and Fr2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-11051 MIAMIDADE COUNTY t. ti Expiration Date: May 26,2016 { Approval Date: February 12,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2. Drawing No. 63003R, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Submilted tinder previous NDA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P. E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller, P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. ainte D.Gasco ,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted corder previous NOA No. 11-0922.0.1) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submittedunder previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.", approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL i)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ® 'pppp MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE ^I EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS................. 1 $ ELEVATIONS......................._..........1 0 FIGURE 1: a 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL 702X WOOD........................2 p MULTIPLE [—OP�NING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL T01X&MASONRY..............2 b^ U SII INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULLIONS / �� SEE DETAILS I MULL TO AS NOTES -..........2 u A-D,G,H; I RECTANODUR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CUP. MULL TO MASONRY..._..............._.3 SHEETS 23 SHAPE MULL TO STEEL STUD...................3 N _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 b 00 F I j DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LI180.THE 1/S STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 (n IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.....................4 Z Ay H BAY MULL INSTALLATION..............4 O W 1 X 2 X.125 MULL SPECS...............6 --1 7 IIIFlllhlllh 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY Of OTHERS AND IS BEYOND THE SCOPE OF THESE - W \\ INSTRUCTIONS. 1 X 2 X.376 MULL SPECS 1 X 2.76%.376 MILL SPECS..........7 g \ 1X2.75 X.85 MULL SPECS............ � Z �S SEE OE7Atis 14 III \I \ 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS........9 W o O ATHRU0; 1I / III \ to CD ~ SHEETS 23 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULL SPECS...............10 ] F � _ ATHRu c; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4X.376 TUBE MULL SPECS....11 F Q J I / SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1 X 4 x,376 X.MULL SPECS 11 g � J 1.26 X3.188 X.285 MULL SPECS 12 � VERT OPENING 1.26 X 3.25 X.100 MULL SPECS.....13 W M 6 MULL HFI 5 X 3. CS.. 13 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.226 X.624 MILL SPE ...14 e LENGTHHORIZONTAL 1.25 X3.94 X.624 MULL SPECS.....15 Z MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.26 MULL SPECS......_.......18 Q Z SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS...............17 W SHEET 3 1.26 X 2.11 X.125 MULL SPECS....18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT F F Q o 30'X 3.26 BAY MULL SPECS.........19 REACTIONS. 45'X 3.25 BAY MULL SPECS.........20 Q0 Z o 0 MULLION&CUP DIMENSIONS...._21.23 1— Z-• .. FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSVAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2.._.......................4 PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES....................25 N BE OF ANY TYPE. W MANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING � Z !A BY POT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U C7Q O Q MUII r- PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Qa 10 i Z N ` /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ. � €0 LLgo HORIZONTAL SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULAR/FRAPEZOIDAL'. PRODUCI'RBV1.4m m I:ompiyhlg wh6 Ow Pbdd� 'i LENGTH f` r—OPENNO WIDTH-1 I—HORIZ.MULL LENGTH-1 4)FIND THE CHOSEN MULUOMS MULLION CAPACITY(LBS/FT2)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING BuBdb806oc _ THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Amptummdu d5. MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN E>` n ��.1(� �---- STEP 1). __.OPENING ----HEIGHT \•114m1 edTO' OPENING MULL FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE HEIGHT LENGTH HOIRIZ. yF PAULL REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. \\111 I 11111 LENT H 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��` ON NN ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•'• \,KENS' -` CAPACITY IS MET. 74 r F '•�� OPENING WIDTH _ No.58705 >} SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACITY(LBS/M)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE :• --4 OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _-0 -- FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE :D / "1SEE CORRESPONDING DETAILS MULTIPLE MULLIONS ST'24 FIS ��; FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ,o TE CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �'�d1S,•'�ORIDp- •' \N PRODUCT ASSEMBLY. ��i /ONA�Er1G��` 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 1\N� A.LYN{ IYIfLi1E�i,P.E. FL P.E.#58705 DETAIL A: DETAIL B: MULLIONTYPAN ° MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTftP PER•SUUBSTRA TE, p � OR WOOD FRAMING WOOD BUCK AND MASONRY ATTAAND IENT SEESEE TABLES 1SASS 4l (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, LID N SEE NOTE 1, MULLION SHEET I. _• '3 m 6 i ° i i .. .'.... Z co N co I. I c °I I I MIN 2.7 KSI •• .• •• O / SEE I I CONCRETE OR CMU DISTANCE, 'J EITHER THE I I 21LO FOR HOLE d I 1 �._� STANDARD OR I LOCATIONS ° ° I I SEE SEE TABLES j = I I EDGE m I ODISTANCE 1B-16B OFFSETMULL EDGE ° FOR MASONRY CUPMAYBE DISTANCE W Q O INSTALLED BY I I I FOR WOOD,(/ ANCHORS In THIS MET ° SCREWS L I I I SIDE VIEW m d 230'MAK FOR cd d ~ O TD J ALL MULLIONS EITHER THE � F 7 d ° c ° STANDARDO Z U �• ' da OFFSET MULL /�^/ CLIP MAV BE R' lU ° 4 ° INSTALLED BV :5H d EXTERIOR ' a THIS METHOD. J D) Z o d EDGE ° d a DISTANCE 4 F Z m FOR ° m Z Q Z N O MASONRY a Q ^ a THE OFFSET CLIP 13 ANCHORS y3 p O IN�J RECOMMENDED FOR N a EXTERIOR °d FINFRAMED WINDOWS.BUT MAY F ALSO BE USED FOR OTHER FRAME TYPES () Z Q O O — Z cn¢ HORSTRATE TM.ANCm TYP.ANC TYP.ANCHOR 'E � PER SUBSTRATE, PER SUB , d• HOR PER SUBSTRATE, SEE TABLES 18.188 SEE TABLES 1B-18B SEE TABLES 18.138 EDGEIEND BUCK DISTANCE SEE TABLES AND ATTACHMENT EMBEOMEM BUCKSTRIP IB-13B T •• BY OTHERS, AND EMBEDMENT' SEE NOTE I. . ATTACHMENT I _, .. SHEET 1, BY OTHERS ' ° SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU PRODUCT REVISED SIDE VIEW FRONT VIEW 3�tflw_id dlq�uxpbdee FRONT VIEWINSTALLATION NOTES: vade Rodud Comm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. i 2)QUANTITY BEICAUSE THE ANCHOR CAPACICHORS AND ITN SIZE SHOWN ABOVE TY S BASED PARTLY ON THEFOR ANCHOR TO ANCHOR DISTANCE. HE ` ON v�EYNN CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ? L NSF'•.•�``,p FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ' No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. •/, 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. �'o '. s4 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED %�s '•F70RIDP,. ��` ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. s/�• '•• �G A.'LYP{,l4BR;T�.E. FL P.E.#58705 DETAIL E: � MULLION TO MULLIONRu DETAIL C: .126-MIN. INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO 1MULLION (U-CLIP) MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR-CROSS' (STANDARD CLIP SHOWN) INTERSECTIONS. QvARIEs2)MAYBE INSTALLED HORIZONTALLY1�9 (SHOWN)OR VERTICALLY. N I TYP.ANCHOR c EITHERTHE I PER SUBSTRATE, c 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 8 m STANDARD 1 SEE TABLES 10.136I M tu OFFSET MULL FOR CORRESPONDING MULLION. to I CLIPMAYSE I I EDGE DISTANCE TOP VIEW MULLION H INSTALLED BY I1 -{-� W THIS METHOD. F�MASONRY MASSVARIES 1 J W I 1 #12 STEEL SCRMS. _ SELF.DRILLING OR PRE-DRILL MULLION AND USE 9M3 W O O m m O I— CO MULLION Z O J EXTERIOR d° d a �\�` O —1 EDGE DISTANCE ° THE OFFSET'LIP'S Z V g �• RECOMMENDED FOR / FRANC ORS MASONRY4 4 FIN-FRAMED LINTERSECTION \ted ° WINDOWS,BUTMAY U_CUP ] Z 8 ° o OTHER BER MiORS . EXTERIOR Q Z TYP.ANCHOR ZZ Q C-4 O PER SUBSTRATE, d Q Q Z SEE TABLES IB-138 4 . f— O TYP.ANCHOR SEE SHEETS 21-23 FOR H� C> BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS QJ µD SEE TABLES 18-138 FRONT VIEW EDGE Q Y Y ATTACHMENT DISTANCE F, j EMBEDMENT SEE NOTES, SEE T IB-13B SHEET 1. L 0 I EDGE D' N m J� ••• •°. .• •'• I-^DISTANCE �Ir�E SEE TABLES SIDE VIEW ' � MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE B TR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - TPERER SUs NCHORTE, SEE TABLES 1B43B RODUCT RBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �� SEE SHEETS ® �mP1YIng1Yg51bt Florid# ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ullding Oodc _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE captmloe Nw /FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. / LOCATIONS Date t\� 3 ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAO OR FLATHEAD. MULLION ® fi#mt Dade Roduq Comm_ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. EDGE ® I I 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DIS ANCE �QNY LY/VV ELCO ULTRACON OR ELCO V4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES ��Q��.•"' FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING _ F•'•_F.Ff CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. NO.5$705 USE WOOD ANCHOR SPECS EXTERIOR SIDE VIEW _ O %(- NOTES: — 11)FOR 2X WOOD-BACKED STEEL STUDS,WOOD =�O,n ST f�O ANCHOR VALUES MAY BE USED. �:�5 ''F�ORIDP .•' 0� 2)SEE CORRESPONDING MULLION TABLES, �S�ONAL ENG`' SHEETS 5.20,FOR QUANTITY OF SCREWS, A.LYNN MILLt)i,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: ®15 d FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' SE SAQ o6 FOINSTALLATION SHEETS2AND S 30'OR 45* TO SPECIFIC SUBSTRATES. BAY MULL tO N MULLION S m F O O Z !n O Oru O O O O O O W O O TOP VIEWco SIDE VIEW I W O SHOWN WITH VX 4'X 126' TOP VIEW MULLION ! ? Z J 1 1 TYP.ANCHOR O EXTERIOR I I 1 PER SUBSTRATE, g SEE TABLES 16B OR 18B Z 5 g m I TVP.ANCHOR STANDARD MULLION CLIP 1 1 PER SUBSTRATE, I ! i EXTERIOR Z MODIFIED TOFITFIELD 1 SEE TABLES IB-14B p e-. CONDITIONS. I 11 1 I ? .- I 1 I I 2'X6'ANGLECLIP, Z Q a I I I 1 I 2 PER MULLION END,MUST BE O Z N I I MULLION `_ 1 I INSTALLED INSIDE OF BAY MULL. F F Q LU Q (Y Y U) I Q\` ANGLE CLIP, 2PERMLLION END, Q Z M O D UST BE INSTALLED (L Z In Tn INSIDE OF MULL. O040 f wI I ",,_TYP.ANCHOR PERSUBSTRATE, SEE TABLES 1B-14B ./� INTO WOOD, (� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIPTOBE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. \y EXTERIOR PRODUCI'RB SBD OoG cHaM Ak_ \�� =mRWlyhywNh(he FlorMs BwlalAPDS Coft INTO WOOD,STEEL, I ALUM,CMU OR MASONRY H "•i'� ® ® EOGE DISTANCE wfand Edo Product Mro PER ANCHOR \�11111III/rr EOOE PER IAN OR NOTES FOR INSTALLATION OPTION G&H: \``.`SON •.••• '. O \ *1 LIC EN&F'•a�`,p i NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION ENO.CLIPS MUST BE INSERTED INSIDE OF MULLION. yy.; _ No.58705 •' 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11"X.126'MULLION. 2)DETAIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE '/L LOCATIONS. 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 16B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :0-•, L I 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ��`tS •.�C ORIDI*.•'•G\t��` 9i ..A N ,,�NL1E,1" A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 1A e hal Mullion Capacity Table bMR2 hal Opening Width(forveNcelVspar/ring mullions)or Opening Height(Lorhodaorts"panningmJbm) WWW ,e 50n 801n 701n 80 in 901. IOON 1201. 140n 1801n O RecUngoly TfWTdv1p. RmWWA Trap DWW Rectangular Tnprldan¢ Reetangtder 'AWT King. Rsoww Tr.pmlang. ReclmaNer TnO N.ng. ReetuvI TrePRdeN. 8.610 6r Tr#07dm9. R.0,AW Tu"All. LL ~K 1 X2X.12b Loafing Long Laadng Loft L*Mkg Cawing Loadng Loedln9 Lowing Loednp Lowing Laedng Lmvo Lowing Leadn9 Lmdrg Lowing Loedllg Alum.Tuba g p., y p L' .• t �'„ d' " 11 101 H if 31 if 11 if I'l if ]11111 if 11 if I III, I I z if i l 1 if I if 111 o � 421n 111.9 406 129.6 332 93.2 408 116.5 325 79.9 400 107.8 321 89.9 406 104A 319 62.1 408 104.0 319 65.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 36.0 409 104.0 319 J W t1n7 .9 312 83.8 258 02A 312 73.4 262 63.6 312 67.0 248 48.6 312 63.2 218 41.6 312 61.3 244 37.5 312 01.0 244 31.2 312 61.0 244 26.8 312 81.0 244 23A 312 01.0 M .9 281 70.6 234 53.2 201 81.5 228 15.6 281 55.7 224 39.9 281 62.1 271 35.5 281 50.1 220 31.9 261 49.3 219 26.6 281 49.3 210 22.8 281 49.3 219 20.0 2at 49.3 219 �ILI (D O .6 241 61.6 201 43.9 241 49.8 202 37.6 241 44.8 199 32.9 241 41.6 190 29.2 247 39.4 194 20.3 247 38.4 193 21.9 247 36.1 193 18.8 247 30.1 193 10.4 241 3a.1 193 � (D ~ c J A 200 41.2 170 32.0 200 35.4 165 27,4 200 31.6 163 24.0 200 28.9 1110 21.3 200 27.1 169 19.2 200 25.9 167 16.0 200 26.0 166 3.1 161 35.3 155 279 181 30.3 152 23.7 101 26.9 119 20.7 181 24.6 110 18.4 181 22.6 IM 18.0 101 21.7 143 7 Z9.8 165 30.6 142 24.0 185 26.1 139 209 185 23.1 136 18.0 165 21.0 134 Z g .2 139 23.3 120 18.6 139 19.9 Alfa 16.9 119 17.5 1168A .7 108 16.7 125 we 10779 118 %2 104E4JE- l.-. J r- �'• Z TABLE 18 pN ANCHOR CAPACITY ADJUSTMENT FORMULA: F � Z a0 0 Anchor Ca aci Table(lbs) ANCHOR CAP.,,r,,,,,,,, N �I r SOMtnle: 2.7k Oo rde 3.5k Caro. tbl mcmu FAW CMU PT Woad Meet (DP_)X( ANCHOR CAP.,,, `MlAL10N CAP.,,,W,� 6II8'Ebo 114•SS Eko 5118''. 1/1'm Elco 610 (G5 p12 86e1 912 Sled 04 Anchor Cllp PelI9m6 AnchorT7pe: 3/18'Eko Ulkacw 1/1'Eko UOnwn 9158'Elco UlVacon 114'Elm Uleaew too Ul6xon AtN6Oety u0nem ApgrMwlor sanw(o5)Sonnv(os) Serew(o51 USE THIS FORMULA TO OBTAIN THE*ANCHOR N Edge geleme QnT 1' &/R" 1• 2-17P 396• 1• 2AW 1• 2-ire• 2' Mir 7 0.48' 0.64• 0.324' CAPACffY REQUIRED'CORRESPONDING TO AN X Q Embednml ON: 1-314• 1 V4• tan' 1314• 7 1-1/4' 1-111' VIM' 1-114' I-114• 1414' 7 1-618' taro' d., ACTUAL PRESSURE REQUIREMENT FOR THE Q O O 2 AnchomQ4.75•Min.O.C./StvMvd w OBad Olp(Flg.t): 3WIbs 371-ba 450 lbs 890 Aw 1844 lbs 270 au 25016e 3549■ 74066 37416e 8641ba w6 k. 9/11ba u21he Geo lbs OPENING. IT IS LOWER THAN THE MULLION a" �,O N 4 Ar1cMn @ 1.15 Mn.O.G/St.ntlard(v Opel)Up(Flp.23 490Ib. Tao The WA WA WA NIA 980Ibe wa WA WA WA WA eel lb. 88516e neo ba CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amtk4e®3'MI.0.0/(2)2e5 An9b Gp.l tF41.33 leo Ibe 780Ib. 8801be 1560Iba /696 @e 540 a6 600 W. WA 766 M 74811. 880Ibe 1992Ibe 692Ibe 88510e 1120IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR a' 2 AwFx 00.15 Min.O.C.I U-Up,Ino.125•Atum.(Flg.47 WA NIA NIA WA NIA WA WA WA WA N A WA WA WA NIA 71596 CAPACITY WHICH MAY BE USED TO QUALIFY f Anoh./F1`9p(Flg.5XI 19596 195 lbs 225 Ne 4451be 8221ba 1 135169 1401Ds 17706 3700. 1e7 Aloe 3321be 473 M. 1701be 221 lb, 280166 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchon Alt l.IV Mh O.OJ F-OI0(FI1.Bk 2400. 3501be WA WA WA WA iso 0e WA WA WA WA WA 941 lb. 44286 560IDs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE is FIGURE 2: TABLE NOTES: PRODUCT REVISED • • • • ee muytl3ing wil61s Pb7id4 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Oa0d1191 Coda �01 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' Dna �o 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - FIGURE 3: Miami ade Prn act Control 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. 2.000" 11(1 111 I I I I I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 125" �\'CNO.. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��,.•' �10ENSF•.,(�� i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125' No.58705 (� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2•X.125'MULLION II II _ LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. -b . i��•'•�,r ORIDP,.' %'IONAL ENG, NI A.LYwILL91R"P.E. FL P.E.#58705 TABLE 2A Mullion Capacity Table Ibs#t2 Opening Width(for wrlca1l 4paming m1411ons)or Opening Haight(for hodzortery-spaMro m+Alons) ��' r� 50 In 9D in 701n 001n 901n 100m 1201n 1401n 180 in (j Reolerrpolar TmFITdrq. Redongud Tmprrdarg. R4olergrter T,op/Morg. ReNergWr TmWderg. ReotanWlar TmWdarg. RecleryWr TmIVfMrg. Rectw Wlar Trop/7du9. Reokrgular Tmpfrderq. RedWgda Trap/lnarg. d 1%2%.976 Loading Loading Loadng Loading Loading Loafing Loading LOadllq Loading Loadrg Loadrig Loading Loadig Loading Loafing Leadnp Loading Lnadrg x IIIII aMuM on a igg¢I pp 3$� g i�$Q {g�¢L $$ }r��t r�$ •g '(1 rQ�' taL� }1 - .g�¢i .g�T 04 W a Z8 S6 B S 2 2tl. 8C8 gt5R Z ti d8 d s F 8 R d 0 W 42 In +70.0 820 170.0 435 151.3 W2 170.0 478 1247 882 170.0 608 113.5 002 169.5 518 100.9 882 168.8 517 9D.6 082 1889 617 75.7 662 188.9 517 81.9 882 168.9 517 56.7 062 1889 517 J 481n 121.8 607 138.0 419 101.4 W7 1142 410 88.9 507 108.7 403 78.0 507 1020 399 67.6 $07 99.6 397 808 507 89.0 396 50.7 607 99.0 396 43A 507 99.0 398 340 607 89.0 396 111 60.825 In 103.7 456 114.8 379 88A 458 99.9 371 74.1 466 90.6 364 64.8 456 84.6 350 67.8 450 81.3 357 51.8 458 80.0 358 43.2 468 80.0 358 37.0 458 80.0 358 321 458 80.0 358 W '0 Q 541n W268 93.3 338 71.2 400 00.9 329 61.0 400 72.7 32'1 53.4 400 67.3 318 47.6 400 64.0 315 427 400 023 314 35.8 400 91.8 313 30.5 400 61.8 313 28.7 400 61.8 313 CD O F 801n 88.9 276 51.9 324 57.5 270 44.5 31A 61.2 284 38.9 324 48.9 260 34.6 324 43.9 257 31.1 324 420 255 28.0 344 40.5 253 22.2 324 40.5 253 19.5 324 40.5 253 cMO J g 1131n 57A 252 440 204 49.2 246 384 294 43.8 241 338 294 348 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 284 33.5 230 18.2 284 33.4 230 16.8 291 33.4 230 7 SB In 49.6 230 340 268 424 225 33.4 268 37.5 221 292 268 34.1 218 260 288 31.6 216 23.4 258 29-8 212 10.5 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209Z721n 37.9 196 30.0 225 32.2 101 25.7 225 26.4 188 22-6 225 25.8 165 211.0 226 23.6 182 180 226 121180 15.0 225 20.3 177 129 276 19.0 178 11.3 226 19.8 178 LU76In 32.0 177 25.5 201 27.2 173 21.9 202 23.8 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 184 103 12.8 2� 16.7 160 10.9 202 188 158 0.8 202 188 168 28.6168 23.6 192 26.1 185 20.2 192 220 182 17.7 192 19.7 159 157 192 18.1 157 14.2 192 We 155 118 192 15.2 152 101 192 14.4 150 8.9 192 14.2 160 < J801n 19.0 728 16.4 144 18.1 125 Q Z 901n 16.2 127 15.6 113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity TableIbs ANCHOR CAP.,a,,,,,, X Y Y Sobslmle: 2.7k Cenofdaro 0 3.5k C . Ho1kw CMU Feed CMU PT Wood Med (DP)X( N CA MULLION CAP.,a,,,.,, 5/16 Elm 174'SS Elm 5/18'EW 114'SS Elm 010 91ee1 012 Skel 112 Steel t~.) X Q Anchor Clip Panama AmhuType. 3118'Elm Ult.0n V4'Elm UK- 3178'Elm UII- JWA UlUxon Ulinacm AppmGalor Ultemn AggreGela Screw(G5)screw(G5 8amw(G5) USE THIS FORMULA TO OBTAIN Edge ttslenna pn): r 2-Ur 1• 2-Nr 3-1/8• 1• 2-Ilr2-11r 2- Mir r 0.46' 0.54• ) 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN OQ, Z flow, 0 N Embedment pn): 1-3/4' 1-317 1-314• 1374- r 1-1/4' 1-114• i•v4• 7474• I-114• r 1318' +314' tadea ACTUAL PRESSURE REQUIREMENT FOR THE g „ Q, 2 Anchom04.7S Min.O.C.7 standard a Offset Up(Fig.N: 3901. 390 P. 450 Re 090 b. 1644 I. 2701. 260The 7401. 374 Poo 884164 948 We 3411. 442 Ibs 560114 OPENING,WHEN IT IS LOWER THAN THE MULLION 8$ r$R Ol 4 AnChM @ 1.16'Min.O.C./8lalydard(a dka0 aIP(Fg.2r 4801. 700 b WA WA NA WA 380 Ibs NIA WA WA WA 0821. 6951. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancbm @ 3'Min.O.C./(2)ffi5Angle Clips/fig.3k 7801. 7801. 680 ne 155D Ibs IBM We 540 ab 500 Iba780 ke 7401. 80D Ibs 189216e 6821. BBS Ibs 1iW- MULLION.IT WILLYIELDA MINIMUM ANCHOR 2 Ejh @0.45'Min.O.C./UC9p,Into.125'Alun.(Fg.47 WA WA WA WA NIA WA WA N/A WA WA WA WA WA 7151. CAPACITY WHICH MAY BE USED TO QUALIFY t Anchor/F alp(Fg.5k 1951. 195 R8 225+. 4451. 822114 133 be 1101. 370616 1671. 3321. 4731. 170 aro 2211. 280 Ns ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aroh 4411.15'Mm-OA./F<:Yp(Fg.87 ... 3.1. WA WA NIA WA 160@4 WA WA WA WA WA Ibs 4421. 5801. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RBVISBD FIGURE 1: FIGURE 2: TABLE NOTES: CO1tlI'h•�With"Plorlda Du37ding Wde _ f 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. No v`•�' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000' r- Dale 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. vllerN We Mo uct onlrol\�7 FIGURE 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DWIENSIONS,SEE SHEETS 21-23. 11 L I I L I I 2.000' Fig . � • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \��0 y LYNN�/7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I \�P�'�y;N�IGENSF•�ecSP ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED fl_ .375' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED _ No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' _ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.375'MULLION - LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TATE THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �� <(7 '7S��NAI E,.• A.LY14N W1294,P.E. FL P.E.#58705 TABLE 3A Mullion Capacity Table IbslRl ® ` _ Opening Width(for%erecally-spanning mullions)or Opening Height(torhodzonlelllaparvi g mM9ons) EYY 6081 001n 70 In 1 BO In 901. ICON I I in 1401n too in 0 1 x 7.76x R4oWgol" TwIllnp. Reclergrd.r Trep/Meng. Reelew Aar Trap/T", Reel.nprier Tnprlllen9. ReolapAr Mp/Olenp. Reclenp/er Tr.7JTdere. Reclee9dler Thp7Tden9. Reet ra ar Trap/ W4 R-11-1 7rewnleno. 114i d .376 Alam. Letlre Loading Loading Lowing Lowing Leading Ldedng Leading Loading Ladire Leading loedre Loadnp Loadng Loading 1-0-ftleading c w gD$ 1$ 11, T1 i I'l 121 1 all i s1 ,41- i 121 1 11 121 1 1 41 IN 11 ,1110 z MullioncliW 121n 170.0 620 170.0 435 170.0 741 170.0 LTO 770.0 868 170.0 608 1170.01 980 170.0 619 170.0 1118 1 170.01 621 170.0 1210 170.0 621 148.7 1301 170.0 521 127.6 1301 170.0 621 111.6 1301 170.0 521 48 N 170.0 704 trek 524 170.0 650 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 an 136.6 1139 170.0 680 113.9 1139 170.0 660 97.8 1139 170.0 660 85.4 1139 170.0 580 50.925 In 170.0 747 1 170.0 563 170.0 1 896 170.0 631 167.8 1032 170.0 664 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1002 170.0 756 97.9 1032 170.0 756 1 83.9 1032 170.0 766 73.4 1032 170.0 765 e 64 in 170.0 797 170.0 612 161.3 907 170.0 691 1383 907 164.7 730 120.9 907 162.6 720 107.5 907 145.0 714 90.8 907 141.1 710 80.6 967 140.0 700 e9A 907 140.0 709 60.5 907 140.0 709 m p 60 In 141.1 735 151.6 825 117.6 736 130.3 611 100.8 735 116.0 599 50.2 735 106.2 690 76.4 733 00.6 563 70.5 735 05.1 57D 56.6 735 91.8 574 60.4 735 91.8 574 44.1 735 91.0 574 t0 U) 63 N 121.9 668 130.0 570 101.8 866 111.6 557 87.0 558 We 547 763 ae6 90.1 538 81.7 Sea 63.9 531 60.9 888 79.8 626 50.6 668 76.8 521 43.6 686 75.6 621 36.1 588 75.6 621 J 65 In 106.0 601 112.4 522 85.3 607 96,1 !it 76.7 807 85.0 501 002 607 77.1 493 58.e 807 71.6 488 53.0 507 87.8 481 44.2 807 83.4 478 31.9 807 82.7 474 33.1 807 62.7 174Z 111 m END 81.6 510 65.8 M3 88.0 610 73.0 434 58.3 10 64.3 426 31.0 610 57.9 419 414 310 53.3 413 40.8 510 50.0 406 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 � (n e SBA 450 72.6 400 57.8 46B 01.7 802 49.6 450 54.1 365 43A 458 46.6 376 36.6 455 M.6 373 34.7 458 41.6 300 28.9 456 37.7 362 24.8 458 38.0 359 21.7 456 35.7 358 J -J b &3 435 67,0 Set 53.5 435 66.8 373 45.8 435 49.0 366 40.1 435 44.7 36D 35,7 435 40.8 356 32.1 435 38.1 351 28.8 435 34A 344 22.9 435 32.6 341 20.1 435 32.2 340 a 7 41.6 327 43.1 290 34.8 327 36.4 283 29.9 327 31.! 260 -1 327 28.3 276 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 Z 10M.4 2D7 35.4 267 20.7 267 29.9 21.5 287 20.0 218 21.5 207 2&1 244 19.1 267 209 210 172 26719.3 2J7 1/{ 287 16.9 232X� �O�24.2 221 2A.7 203 20.2 227 20.8 201 17.3 227 18.0 196 16.1 227 18.0 196 N to 22.3 216 22.7 1e4 10.6 213 19.1 tel 119 213 16.6 168 N2 Y 17.8 1H 17.9 167 TABLE 3B acX Q 0, 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z An her Capacity Table be m0 ANCHOR CAP.,,,,,,,, Ssbslnle: 2.74 Concrete 7.aR Caw. Holm CMU RIIeO CMUFNJA Waoa Meal (DP„)X( )=ANCHOR CAP.,,, 5118'Eho 1/4'SS Eko 5/IVEloo 1/4.88Ebu 0128teel 612 Steel MULLION CAP.,,,,,,,,, Anchor Clip Patterns Andwr Type 3/18'Elco IAlrecm 171'Eko Ultrecon gbxn 3118'EYa ulBecon w•Eko(N1rxn AggeOela uxunoon Appe0alw scree(051 Screw 1051 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dist...0nL r 2-1a' r 2-Irr 3-tM' 1• 2.1rr r 2-Irr r 3-VW r 0.54• 0-321• CAPACITY REQUIRED'CORRESPONDING TO AN Embedded ft 1J/4' I-3W I.1W 1-3/4' 2• 14/4' 1-114' id/4' 1-114' 1-1N' 1-174- 7 10ID• cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arwha.@/.75'Min.O.C./SUMerda Ohef Clip(Fig.1p 390 oe 3901ee 450- 880 Lbs 1044- 2701be 200lbs 354be 740IM 374- 584- 946 b. 442- 600- OPENING,WHEN IT IS LOWER THAN THE MULLION 4AnohM@I.15'Mln.O.C.I StanNd(a0ee.0 Cip(Fig.2k 400D. 700 We WA WA WA WA 360lbs WA WA WA WA WA 865180 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ambers Q 3'Min.O.C./(2)245 An9Ie Clip./(Fig.31 780- 780lbe 690 lbs 1560- till 540- 580- WA 760- 7481be SBOIbs 1602 We BBS- 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Archon Q 0.45'Ain.O.C./LLap,Info.125'Ab-ft-4): WA WA WA WA WA WA NIA WA WA WA WA WA NIA 7151be CAPACITY WHICH MAY BE USED TO QUALIFY I Andwr/FLOP ft.5):1105- 195]be 225- 445166 RV lb. 135- 140- 177- 370- IBI lb, 332Ibs 413- 221]be 280- ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arwhon Q 1.15•MW 0.CJ F12Ip(`19.61: 240- 35010e WA WA WA WA 1901D. WA WA WA WA WA 4421bs 560- ANCHOR CAPACITY TABLE. 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. 0�"T REVISED wmDIYInS with The Plodda v8ding Onde�} ovepbmlooNO-,L FIGURE 1: FIGURE 2: • • . • TABLE NOTES: � 1.000' �-- • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. dww ado Ploducl Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1111! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� (LYNN /11/ FIGURE 3: 2.750' ��\� \G...... 7�(c,� / 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Q- HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0.58705 ' ANGLE CLIP 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 9�S •: (V FIGURE 4: FIGURE 5: FIGURE 6: (CMU) .375' 1), YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125' T Q S ATE VF • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 18 GAUGE),STRUCTURAL STEEL TO BEAT ( ) 1'X2.75'X.375'MULLION %� ..... ..•'•G\; • • • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i SSS '•�•" r\ \ THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �i7��NAL lk�� A.LYNNIMILLE'f},P.E. FL P.E.#58715 TABLE 4A a � x Mullion Capacity Table b mill" Rag Opening Width(for9eNcaffspannirg mtd5ons)or Opening Haight(for horizontalVVan ing mullions) WWW^E' a SOIn 801n TO In 80 M 90 in 1001. 120In 110 in 180 in 1 x 2.76 X Reclrtpulr Trepf8lenp. R.ainpdr Traprtdrg. Radenprlr 7np/Tdenp. I2eoiNryiar TrgYTdanp. RmIml9ulr irepf0lanp. Realarl9dar TnpRBan9. Racltnprr TapllBanp. Radllffo ar Tnp✓ainp. Racln9uler Tmon"n9. i is Load" Laadnp Loadn9 Loading! Loading Loadnp Loading Laadinp Loading Loading Loading LostRnp Loading Loading Loading Iaadn9 Loedin9 l0eanp .060 Al.. Tuba 9 t a f � � B F � � �_ � � Mullion oil �� I �� 1� 11- � � z � �� g� �� Cq o y�� N 421n 170.0 820 170.0 435 170.0 7M 170.0 478 170.0 886 170.0 508 170.0 900 170.0 Sig 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 158.7 1820 170.0 621 138.8 1020 170.0 521 J W 48 M 170.0 700 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 077 170.0 1417 170.0 080 141.7 1417 170.0 880 121.5 1117 170.0 880 108.3 1117 170.0 coo 50.625 in 170.0 747 170.0 583 170.0 808 170.0 831 1mA 10411 170.0 884 170.0 1105 170.0 723 182.6 1206 170.0 747 146.3 1288 170.0 158 121.9 1288 170.0 768 101.5 1286 170.0 758 01.4 1288 170.0 758 W O O 511. 170.0 791 170.0 812 170.0 958 170.0 601 110.0 1118 170.0 751 150.7 1130 170.0 803 133.9 1130 170.0 037 1202 1130 170.0 B50 100.6 1130 170.0 881 80.1 1130 170.0 881 75.3 1130 170.0 881 c J OO N 170.0 885 170.0 701 148.6 015 162.3 101 125.5 915 144.5 746 100.9 015 132.5 735 97.6 915 123.9 TW 87.0 916 118.5 720 73.2 015 114.4 715 W.6 015 114A 715 54.9 015 114.1 715 F 031. 161.6 830 181.9 710 128.5 630 135.9 094 105.5 830 1232 681 94.0 630 112.2 670 64.4 030 104.6 802 75.9 830 99A 656 03.3 890 94.5 849 $1.2 B30 94.1 049 47.4 810 04.1 649 � U � 00 In 132.1 767 140.0 050 110.0 757 119.0 Me 04.3 751 105.0 624 82.6 767 06.1 614 73A 757 69.1 808 88.0 767 842 800 55.0 757 79.0 Set 47.2 757 78.2 691 41.3 757 78.2 591 Z 0. " 72 H 101.7 838 108.8 652 81.8 8311 01.0 610 72.7 638 80.1 530 03.0 836 722 521 56.5 838 08.6 514 50.9 638 82.3 506 424 838 572t1l 838 65.3 401 31.6 836 55.2 497 g J Z 3 781n 88.6 571 90.4 498 M.1 571 76.6 468 6. 11 67.4 479 64.1 571 60.6 471 48.0 511 55.5 484 r15.1 571 51.6 459 38.0 571 47.0 571 44.8 447 27.0 671 M.6 446 Q j S 781n 60.0 542 63.4 474 06.7 $42 70,6 185 67.1 642 02.1 458 50.0 512 55.7 M9 44A 542 51.0 442 542 47.6 437 33.3 $42 422 542 40.6 425 25.0 642 40.1 423 BDh 62.1 407 63.7 381 43.4 407 464 355 37.2 107 302 340 32.5 407 353 343 202 407 32.1 318 407 20.6 334 21.7 107 28.1 107 24.1 371 16.3 107 23.0 319 2Z 0 OBh 42.9 355 44.1 320 35.8 358 37.2 314 30.7 358 32A 300 28.6 356 28.8 101 23.8 358 28.1 300 358 24.0 296 172 358 21.0 358 10.2 284 X 1061. 30.1 263 30.6 255 25.1 263 25.0 251 21.5 283 22.6 247 18.8 283 109 211 18.7 203 18.0 210 261 18.5 237 N llllQJJ Y Y 111 In 27.8 207 211.3 242 23.1 287 2a.6 z16 19.0 267 20.6 23s 172 287 tea 211 i5A 287 18.s 2ze U X Q 1201. 22.0 229 22.3 209 lea 226 10.8 205 1s.7 229 16.2 202 O O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: e Q N Anahor Ca ci Table(I be) ANCHOR CAP.,,,,,,,... Subslntx 2.7k Cor de 9.5k Cana. HOE-CMU FlIIed CML1 PT Wood Mail (OP,.)X( >=ANCHOR CAP.,,, ' -3 r18'Elw VV 99 Eko 511W Eko 1/4'88 Eko 010 steal812 Sid 012 Sled MULLION CAP. ,,, Anchor Clip Paltema A.M.rypa 3It8'Ekoubaean tm•Eko Uuacan Ukeean 3m8•Eko uhacon 11a•Eko ukacan Apgleeialr llOmcon A99ra33tar 8cm0(O5)S0"(G5) SCAN(W) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Oiime 9n7 r 2-12' r 2AR' 3408• r 24/r r 244 2' 3.118• 2' OAA 0.54• 1 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment n' 1374' 1J41' 1-314' tam- r 1-114' 1414' 1-114' 1414' 1.171• 1414' 2' tali' t1w vadea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anohm04115'Min.O.C./Simrd or Oftel Clip IF%.t3 390 ke 3901. 4501. 8901. 16441. 2701. 26080 35480 740.5 3741.5 684 Ito 946 Pot 341 IM 4421. 6801. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon 01.15'Mkt.O.C.I Standard(or0Bu1)Cfip ffb.27 4808.3 7001. WA WA WA WA 3601. WA WA WA WA WA 6921.5. s .201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4Am.na3'Min,O.C.1(2)2e5Angls alp./ffb.3t 780 Rua, 780 11`3 Wil lbs ON lbs le98he 6401. 5501. WA 7B0 R0 7481. 880 W3 18921. 6821. 11201. MULLION.IT WILL YIELD AMINIMUM ANCHOR 2 Amlan C 0.45'Min.O.C./Ucalp,into.125'Akrm.(FI2.4t WA WA WA WA WA WA WA WA WA WA WA WA WA 7151. CAPACITY WHICH MAY BE USED TO QUALIFY 1 AFWW I F-Op fig.51 195 b 19504 2251. 4451. 0221. 135 is 1401. 177 00 3701. 1071. 3321. 473 it 170 as 221 I. 2801. ADDITIONAL ANCHOR OPTIONS FROM THE 2Anoh ®1.15'Min.O.C1F-C .8 00 hs 240 350 WA WA WA WA 1901. WA WA WA WA WA 341 I. 4121. 6801 aa . ANCHOR CAPACITY TABLE. PRODUCT RBWSBD 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. IN Fjorf dias coeplaloa W Dir,O FIGURE 1: FIGURE 2: TABLE NOTES: on me --I 1.000• � [- _ •. ,. �2��. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. n � ami ado Product CanUo1 1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\\\1111177712 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: \ \pt .... 1,. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.75 1' P�•'.• \,\GENSF .Q • •1- 117 . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED v.' I .ZR 15's;w FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083T5 AND BE A MINIMUM OF.125" S !4 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST-125'THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75"X.650'MULLION �.CC •••NA••' 1 THE MATERIAL.010 8#12 ANCHORS INTO WOOD MAYBE STEEL,1&8 S.S.OR 410 S.S. '2 SS ONAL 1 r illi 111 A.LYNN FILLER,P.E. FL P.E.#58705 TABLE 5A Mullion Copacity CapacityTable befit= Opening Width(for96/6cal"jaming mullions)orOpening Height(for horIzWaIVspaMng mullions) ��w SO In 80In 701n 80 In 90 in to0h 110h 1/0 in 1601. O RKtor er Tre".V. R901-anter TleplTAanp. ReNrpWr TepRdrq. RectengW Tw"on0. Root or Tt8pr91enp. Rsctrwor 7W9I111Hro- Rc WgUler TnprTd.V. RecWQ1W TWplfden% Reotergrrlr TrWRI no. a 1"x3.125"x Lo Loedro Lcadny Lo9dro Loadnp Lo.drg 1.dnp LwdnO Lo.dig t.adro ladn9 loadDp toedro Loedro lmdn9 Lo.drq LOWro Loridrg �Y v Aw Alum W) Tube Mull 3 - B 9 o �. �. rg �a ��. N co a, w Is Z o � 42 in 170.0 820 170.0 435 170.01 744 1 170.0 476 170.0 806 170.0 506 170.0 992 170.0 519 170.0 1718 170.0 621 170.0 1240 170.0 521 1170.0 1468 1 170.0 521 170.0 1735 170.0 621 164.4 ISM 170.0 521 J w 48 In 170.0 708 1 170.0 524 170.0 850 1 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 801 170.0 1276 170.0 877 170.0 1417 170,0 880 157.7 1577 170.0 000 135.1 1677 170.0 6110 1162 1571 170.0 680 _ 0 $ N 50.625 In 170.0 747 170.0 583 170.0 ON 170.0 631 170.0 1046 110.01 064 170.0 1195 170,0 1 723 1170.0 1315 170.0 747 170.0 1494 1170.0 756 1 141.7 1495 170.0 750 121.6 1495 170.0 756 111" 1495 170.0 758 LU C3 S 54 h 170.0 797 170.0 612 170.0 ON 170.0 091 170.0 1118 170.0 754 170.0 1276 170.0 803 180.1 1401 170.0 037 149.5 1401 110.0 656 124.8 1101 170-0 881 100.8 1101 170.0 861 93.4 1401 170.0 861 m V) FO M 60 In 170.0 886 170.0 701 170.0 1063 170.0 797 150.5 1168 170.0 818 130.7 1158 187.0 928 123.3 1156 156.6 917 111.0 1150 149.7 910 925 1156 144.5 901 79.3 1168 144.6 903 BOA 1156 144.5 903 63 in 170.0 930 170.0 745 150.8 1019 170.0 650 137.0 1049 155.5 600 119.8 1049 141.7 816 100.5 1049 13LO 836 95.9 1049 1255 828 79.9 1049 119.3 820 06.5 1049 118.9 810 59.9 1049 110.9 810 Z (U.3 66 h 188.8 956 170.0 788 139.0 965 151.3 601 119.1 0% 133.7 788 104.2 955 121.4 775 02.8 966 112.8 786 83.1 955 106.0153 5 955 90.8 740 69.6 055 98.7 746 52.1 ON 08.7 748 w gp 72h 128.6 BOJ 134.9 897 107.0 803 114.9 882 91.6 803 101.1 670 80.3 eD3 91.2 859 71.4 803 83.9 819 81.2 803 76.85 803 72.2 892 45.9 603 80.8 828 10.1 803 89.7 027 Jo w ea ddd Z 2 70 In 109.2 721 114.1 620 01.0 721 97.0 610 78.0 721 85,1 605 68.3 721 78.6 $95 60.7 721 70.1 586 54.8 721 65.4 .6 721 59.4 519 30.0 721 50.6 584 34.1 721 56.1 583 Q J Se 781n 101.0 881 105.0 598 64.2 884 69.4 587 72.2 ON 78.4 576 63.1 Bet 70.4 557 68.1 681 64.4 1:511 50.5 ON 69.9 .1 a" 54.1 541 36.1 861 51.3 538 31.6 684 50.6 53{ 901. 66.8 611 67.9 458 64.8 614 67.3 448 47.0 614 50.0 440 11.1 61{ /1.8 /3J 38.6 61/ 10.6 {2'f 329 51! 37.3 .4 51{ 99.0 I12 23.6 611 30.1 108 20.0 61! 26.0 403 Q Z o ,O 981. 54.2 452 55.7 404 45.2 452 47.0 306 38.7 152 40.9 390 33.8 452 384 381 30.1 462 31A 378 2T.1 152 30.3 .8 452 28.8 385 19.1 452 24.2 359 18.9 452 12.8 355 U)IDB In 36.1 357 38.0 322 31.7 357 32.7 317 27.2 357 28.4 312 23.6 357 25.2 308 21.1 357 22.7 3103 19.0 357 20,6 .0 357 16,0 293 13.0 357 18.2 287 119 367 16.0 283 tLI1111. 35.1 338 36.8 308 29.2 378 30,1 301 25.0 338 28.1 298 21.9 3311 23.1 292 19.5 338 20.8 286 17.5 J3B 19.0 .6 338 1a.5 278 12.6 SJ8 U.8 273 11.0 338 13.8 168 ri1201n 27.7 299 211.2 283 23.1 289 231 258 18.8 289 20.6 2be 17.3 289 18.1 2b2 16.4 .8 268 12.6 140 0.9 289 11.4 238 0.7 280 10.4 232 U K Q O O 0. Z fn to TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: ��e� An horCapacity Table Ibe ANCHOR CAP.,,",,,,,, Sutcbaie 23k ODM to &6k C-- Hon-cmU FbedCMU PTWooa Metal (DP_)X( )=ANCHORCAP.--- o� � 5/18•Eko 7a^3S Eko 6716-Eko 14.33 E1to 810 Sled Maw 912 Steel MULLK)N CAP.„,,,,,., MChorCllpPattems Anchor 106 3'IS'Elm UK- IleEkoube[an 3'76-Ekotmorm V4•EkoURocon uBWcon Aggre(tala utWcm AggMGala scnnr(06)strar(G6) $Cite(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eooe 0strre on) 1• 2-12• r 2-VT &7 B' r z-vr r 2-1/7 r s1re• r o.4a^ 0.64^ 0.32^ CAPACITY REQUIRED"CORRESPONDING TO AN EWDMnenl n 1314^ 1-14• talo• 1314' 2. t-1v 1-v4• 1-14• 1.14• 1-v4• 141C r 138^ 130' rales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctors®4.76.98.O.C./Slano3d a Oftel cop(Fl9.1) 30015 39D I0s 450 Ds 800 as 1841 lbs 270 me 200 We 554 rn 74015 374 lbs 664 to 916 ma 341 lbs 44215 560 be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMOM 0 1.15"Mh O.C./StmMeN(ar OfBA)Cop(ng 2) 480 lbs 700164 H/A IVA h/A IUA 38D 15e N/A IVA NIA IVA IVA 6112 bs 885ft 11201b4 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amtws @ T Mln.O.C.I(2)215 Ar91e CI"j(19 3) 700 8. 78015 680 5 15W is 1890 lbs 84015 55015 IIIA 76015 746 bs ago I. 1692 ba 68215 a65 Be 1120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Afklera®0.46-Min.O.C./U-W.hto.125-Alan.ft IUA IVA NIA IVA N/A HIA IVA HIA IVAIVA WA I IVA NIA WA 1073 to CAPACITY WHICH MAY BE USED TO QUALIFY 1 prcrl FCrp(fig 105 bs 105 b. 2256. 445 bs 622 b9 73515 140b4 177 bs 3701 S 51 167 bs 332 be 103 Ne 17015 221 to 280 OB ADDITIONAL ANCHOR OPTIONS FROM THE 2 Antlnn® 7.76-1,11. F 961 210 350 Es N/A IVA HIA HIA too be II/A ILIA HIA IVA IVA 341 Ds IQ m4 66015 ANCHOR CAPACITY TABLE ROD11C I7'lOOVIggD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. wa1P1YNY aNb the Plod& I-1.000"-1 uoxpgnDo No 1 VJ,Q FIGURE 1: FIGURE 2: TABLE NOTES: hind 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. d a Produce Conlrt0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. - \\\11 IIIIlI 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125. �� ONvLYNN.M�e FIGURE 3: �`�`,. •. �i 13)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. F�, •\,\CENSE •, Fe • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' No.58705 ANGLE CLIP MUST BE USED IN PAIRS. .500' - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 6-.90.WOOD SHALL BE PRESSURE-TREATED -p •- q 'S ;•(V 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.125' STATE OF <(/ i'X 3.125•X.5"MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT � �� •.F<OR10P;.•'\G� LEAST.126'THIGK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (i"VF MULLION) ...... THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. IS, NAS A.LY40I0I1111L t,P.E. FL P.E.#68705 TABLE OA Mullion CapacRYTable(IbalR2) � Opening Width(for ler9cdly-Dpamlromullions)orOpening Height(for hodzorts eparWngmWlons) 501n Sol. 70 in 80117 1 901n 1001n 1201n 110 in 1001n O Reols.V W Traprulan& R d agd., Tre"m 9 Reatargda Tw(nisng, Real WA. Troprldmp. Reohngda hep ..a. Rsdal9Jsr TrwTderg. Reclangulr Trep7derg. Remengdar Ttap7TMng. Reaeneda Trap✓alang. b' � 1 x 4 x.1126 Loadno Looting Laedn9 Laad.9 Loadng L.4.9 Losdno Load.; L.-dollLouft LeadingLoad.9 Loading Loading Loading dg Loadrg lnedng 4 w Alum.Tubefi sa.^ SS. g• co Mullion g a� d� d �• � � � � It (S� �- S 0.7 �' d� N LL 42h 170-0 620 170.0 435 170.01 744 1170.0 470 170.0 dee 170.0 606 170.0 962 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1405 170.0 621 145.8 1489 170.0 621 127.6 1489 119.0 521 O w 481n 170.0 708 170.0 624 170.0 850 170.0 681 170.0 992 170.0 816 170.0 1133 170.0 661 170-0 1276 170.0 877 166.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 880 97.7 1303 170.0 860 W.025 In 170.0 747 170.0 083 170.0 898 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 723 168.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1238 170.0 755 100.4 1236 170.0 768 87.6 1236 170.0 758 54 h 170.0 797 170.0 612 170.0 950 170.0 891 170.0 1110 170.0 754 164.4 1168 170.0 IIM 1372 1169 170.0 837 123.5 1158 170.0 858 102.9 1158 170.0 061 882 1156 170.0 881 77.2 1158 170.0 861 m O O MIn 170.0 ON 170.0 701 166.7 1042 170.0 797 142.0 1042 151.1 032 125A 1042 146.7 015 1112 1042 138.8 Mi 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 02.5 1042 125.1 782 m J 63 M 170.0 930 170.0 745 131.2 992 103.6 818 129.6 992 144.4 709 113.4 092 131.0 782 100.8 902 121.4 788 90.7 992 114.8 758 75A 962 106.4 745 64.8 962 108.0 744 58.7 992 1080 744 J 851n 165.4 947 170.0 789 137.8 047 148.0 788 1181 947 130.3 768 103A 947 117.7 752 81.9 947 100.7 738 827 947 102.2 M7 08.9 047 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 Z 72 In 135.9 809 142.7 737 113.2 849 121.8 722 97.0 849 108.9 708 84A 049 08.4 898 76.6 949 86.7 808 67.9 640 82.7 675 68.6 849 75.3 a89 48.6 849 72.6 652 42.5 849 72A Mi UW c 781n 116.5 782 120.7 689 08.3 762 102.8 652 82.5 782 90.0 640 72.2 762 80.9 829 04.2 762 742 je7122 69.2 613 48.1 782 62.6 802 41.3 762 69.9 597 36.1 762 59A 595 J (n Z 78 In 108,9 724 111.4 SM 89.0 724 94.6 621 76.3 724 02.9 Jog Sea 724 74A 690 69.4 724 08.1 24 63.4 563 44.5 724 67.3 573 35.2 724 54.3 587 33.4 724 63.5 565 Q J J WIn 69.6 513 71.8 483 68.0 543 80.7 474 49.7 543 62.9 488 43.6 643 47.1 {60 30.8 613 42.8 13 39.6 448 29,0 647 NA 438 21A 613 32.1 130 21.7 643 50.7 128 Q o061n 67.3 478 68.9 427 47.0 478 49.7 419 40.9 478 43.2 412 35.8 47a 38.5 406 31.8 478 34.8 78 32.0 Me 23.9 478 28.1 306 20.6 478 25.6 380 17.9 478 M.2 376 LO Z1081n 40.3 377 41.1 341 33.5 377 34.8 335 29.8 377 30.0 330 25.2 377 26.6 326 22.4 377 24.0 77 22.0 317 16.8 377 19.0 310 14A 377 17.1 304 �111 M 37.1 357 37.8 323 30.9 357 31.0 318 28.6 357 27.8 113 23.2 357 24A 309 20A 357 22.0 57 20.1 301 16.4 357 17A 29{ a1229.924.5 308 26.1 274 21.0 306 21.7 270 18.3 30.8 10.2 261 t6.3 306 17.3 U Q 144117 17.0 212 172 198 n0.,-x Z vii u0i TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: W � Anchor Capacity Table Ibe) m� ANCHOR CAP.,,„„,,,, ' Br4nbMe: 2.7k Concrete 3.5k Com. Ibflow qlU Filed CMU PT Nkoa Metal (DP_)X( )=ANCHOR CAP.,,, SIV Eke 171'88 Elco M18'Elcc 1l4•SSEko o108teel 012Steal 012 Steq MULLION CAP.,,„,,,,, Anchor Clip Patterns Anchor ryM 3110•Eko Ultmeon IM'Eko Ulbacon "Imam, 3/10'Eko Ulbacm IW Eko Ulbaam Atalm0ator Ufimam AoVe0eW Screw p5)serew(05) sars (GE) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge a.lenae 6177 I' 2-1rr 1• 2.112• 3-118• 1• 24/r 1• 2-i/2• 2• 3.1/8' r 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(in} 1-989• 1.914• 18/4' 1J/4' r 1-114' 1.1/4' 1.1/4' 1-1H' 1-189' 1-189' 2• I-W 1318' lmlea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anotias Q 4.761 Min.O.C./Stendad mOaaet Cep Fig.162): 3901bs 39D IM 450 los 8001be 1644 Ms 270 Ibs MItus 354 Ne 740160. 3741bs 664!be 040 Me 3411bs 442 lbs Me Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anahors Q 2.25MIn.O.C./Standard W00es0 Clip(Fig.3): 700 fro Igo IDs 580 of 14101es 952 IDs WA 560161 WA Bao be WA Deo au WA -2 lb. 885 Iles H2O The CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors Q 1.15'Mbt.O.C./Standard W08sa)Clio(Fig.4T 980160. 140D lbs WA WA WA WA 760lbs WA WA WA WA WA 1353 Its 17701bs 2240 Ib. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Am"Q T Mle O.C.III)2M Angle Clips I(Fig.5T 760 The 7801bs 880 6s 156016. 1098M 5401be 550 lbs WA 780 Its 7481bs 81)(1111a, 1892Its 80216. M5 It. 1120 He CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anton Q 3•Min O.C,1(2)2176 Angle Clips I(Fig.0.k 1170 Its 1170Im 102016¢ 7310Ibs 2¢44 t6s 610 flus 846 lbs WA 11401b. 1122 Its 1320 ma 2¢36 roe 1022IEs 1327 k0. 1080 Jus ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchms Q OAA MN.O.C.I U42p,Ink.125'Alum.(Fig.7p WA WA WA WA WA WA WA WA WA WA NM WA WA NIA 1430 ks ANCHOR CAPACITY TABLE. I'RODULT 1t8VI3SD 2 Aoolnaa Q 2.25'Mia.O.CI F alp(Fig.Bk 3501De 950 ks 290 pus 7051he 478 W0. WA 29D Iba WA 315r. WA NOIDs WA 341 lb. 4421bs 580 Ws B11tld�M�dm Florida 4 Anchac Q 1.15•MIs.O.CJ F.ClIp ft.9k 480 the I 70D[Its I WA I WA I WA I WA 38D Its WA WA WA WA WA B821W 89516+ 11201bs A .11 E NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.00(' f-"" °rpga�ie LJ.L y'4111111�o PreJuc1 Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\\11 I I I I I// • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LYN'V �� ,raN•.......M1�e . • • • • • • • • • a 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q•.'-�\CENSE 'P 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4'OW" :• No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. Of - • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '- 1ZZ15 :' • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' U.(�'.•• FATE P •.\�44\ 40R\O• SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125'THICK.STEEL i ��S �C9 ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS STUDS TO BEA NINTO METAL HALL EXTEGRADE 33 AND.045" ND AT LEAST CK(18 3)SC EW THREADS BEYOND THE MATERIAL.STRUCTURAL STEEL TO BEAT .#10 I �'�JS��NA1-��`� 1'X4'X.125' A.LYNUMlLuk,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.q 58705 TABLE 7A Mullion Capacity Table IbsMe 7; Y Opening Width(brvaAMaty-spaMng m0lons)or Opening Height(for horitor talyspeMng mullons) 601n 60 N 70 In 80 N 901. 10U N 1201. 1401n login p l X 4 X.378 Rwt.'.Vd r NWTdang. Rectangular TmPlTdang. ReMenpuler Trep/Man9. Rechogula RWTdang. Raclen9Wer T-WIlliam Rootangular TrLoaT ang. Rxta twWww haWTd.9• Rectangular TmPlTden9- Rovtanpla TrIPITdan9. G Ahem.Tube .01 Loading Loading Loading yg$Loading Loading Loading Wading Loading Loading Loading L.n9 Loading Loading Loading Loading Loading Loadinngg & Mullion �ttRS�6t' 72pl1 3§!.Sy�§t' .5pE6t i81$$ J6§!SX3t YgBI $F.71�EtF �3 � 6j SBS`t T64e N MUllbn s a d d i@ i did Z d s did@ 8 a@ d8 d8 a� ZG d S d d Z � m �F-- 42In 170.0 020 170.0 435 170.0 744 170.0 478 1 170.0 858 170.0 608 1170,01 992 170.0 619 170.0 Ilia 170.0 521 170.0 1240 170.0 521 170.0 1466 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 521 O W 481. 170.0 700 170.0 524 170.0 060 170.0 584 170.0 992 170.0 630 170.0 1133 170A 681 170.0 1276 170.0 877 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1883 170.0 680 151.8 2024 170.0 880 J W 60.026 N 170.0 747 170.0 683 170.0 898 1701 631 170.0 1018 170.0 684 170.0 1196 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 768 158.0, 1918 170.0 768 130.5 1919 170.0 766 541n 170.0 797 170.0 612 170.0 9% 170.0 891 170.0 1118 170.0 764 170.0 1276 170.0 103 170.0 1434 170.0 837 170.0 1694 170.0 858 169.9 1799 170.0 861 137.1 1709 170.0 861 120.0 1799 170.0 861 rn O 601n 110.0 886 170.0 701 170.0 1063 170.0 797 170.0 1210 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 998 1655 1619 170.0 1033 INS 1819 170.0 1063 111.0 1619 170.0 1087 07.2 1610 170.0 1063 � co J J 831. 170.0 970 170.0 744 170.0 1118 170.0 850 170.0 1302 170.0 840 170.0 1488 170.0 1016 158.7 1642 170.0 1078 141.0 1612 170.0 1122 117.6 1612 16&6 1168 100.7 1642 IB7.0 1167 66.1 1612 187.8 1167 � � 681n 170.0 074 170.0 788 170.0 1169 170.0 903 170.0 1364 170.0 1002 160A 1472 170,0 1068 1425 1472 160.5 1148 128.6 1472 168.8 1130 107.1 1472 147.0 1108[31.8 1472 1404 1104 60.3 1472 146.0 1104 Z (A g �' 7214 170.0 1063 170.0 176 170.0 1275 170.0 1009 150.8 1320 168.2 1101 INA 1320 149.9 1082 117.3 1320 137.8 1066 105A 1320 128.6 1049 58.0 1320 117.0 1024 1320 112.6 1013 88.0 1320 112.6 1012 •W 7814 170.0 1112 170.0 p7[48.0 1164 160.4 1013 128.2 118{ 139.9 991 112.1 I1B4 125.1 978 99.7 1164 115.3 881 58.9 1164 107.5 952 74.8 1181 97.8 075 1184 93.1 927 50.1 1181 92.3 026 ? O Z 781. 188.1 1114 170.0 987 1124 147.0 966 118.8 1124 116.6 9{7 103.8 1124 113.6 871 02.7 ISI 1055 918 83.0 1124 88.6 908 89.2 1124 72.0 890 1174 11.3 061 SL9 I1N 83.2 878 ~ Q m p 8014 106.1 044 111.6 760 811 9!.] 738 77.2 gin 82.1 724 87.8 &4 73.3 712 80.1 844 88.6 702 61.0 6K 61.4 893 46.0 724 61.2 878 844 60.0 886 33.8 072 17.7 662 Q Z O 96 N 72.1 742 91 A 683 742 77.2 852 63.6 742 67.2 641 66.7 742 59.6 631 49.5 742 54.1 622 44.5 742 49.8 814 37.1 742 43.6 000 742 39.8 590 27.8 742 37.6 664 H 10814 82A 688 63.9 530 580 67.6 121 44.1 586 48.8 613 39.1 566 41A 505 341 686 37.3 498 31.3 688 34.2 492 28.1 586 29.6 461 666 281 472 19.5 06a 24.7 488 N (h LU X 111 N 67.8 555 5a./ 007 555 49.6 495 41.2 655 42.0 487 36.0 1535 38.0 480 32.0 056 34.2 473 26.6 555 31.3 /87 21.0 555 27.1 457 555 24.3 726 10.0 655 22.4 4421201n 45.6 475 46.{ 433 476 39.0 428 32.8 476 37.7 420 285 475 29.0 414 26.3 /76 26.8 409 22.8 476 24.6 104 19.0 416 21.1 395 476 16.7 367 14.3 475 17.2 381 F K 114 N 28.4 330 28.7 305 330 22.4 301 18.9 53D 19.1 207 18.6 330 17.0 281 UQ Q Q d �0 TABLE 78ANCHOR CAPACITY ADJUSTMENT FORMULA: a. Anchor Capacity Table bs ANCHORCAP.,,o,, Su.lmte: 2.780-to 3.53 Com. Ho90w CMU Filled CMU PTVBood Metal (DP_)X( )=ANCHOR CAP-,,, III Eko we SS Eko 5rie,EkA 114'BS Eko 610 Steel 912 Steel 912 Sted MULLION CAP.,,,,,,... AnchorCtlp Pattems AndarTypn 3lte•EL.utmaon 14'Eko ullneao Uueoon 3118'EIoOUlbacon 1/1'Elco ubecan AppoGato, ulme0n AggraGatar .-(GS)e01"1 1057 8-(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Ea9e Oalaltca pn) 1' 2-IM IN 2-1rr 3418• 1' 2-1rr 1• 2.1/r T 3.1/8• r 9.48' 054' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Em0e0nlenl Mk 1.31/' talo' 1ar4• 1014• r 1-1/4• 1414' 1-114• 1.114' 1414' 1-114' r tare' tare' vedas ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ammo444.75'Min.O.C.I Slaadard ar Ohet Clip(Fig.162k 390 b1 39D I. 450 be 8901. ISO su 270 Ian 280 bs 354 bt 7409. 3711. 864 rot 9481. 3416s 442 So 500 I. OPENING,WHEN IT IS LOWER THAN THE MULLION 4A.k.@ 2.25'Min.O.C./StmMad(a09W)C6p(Fb.3k 700w 7001m 580 nm 1410161 am 9m WA Soo V. WA 630Ibt WA allow. WA 6829w 05 so 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED B Amhas 01.15'Min.O.C.1 Standird(or0he0Crp(Fp.4k 9509. 14001. WA WA WA WA 7609u WA WA WA WA WA 1353 b1 17701. 2240 w. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhat a 3'Mia O.C.I(2)2s5 Angle Ores/(Fp.5k 780 as 7801. 8801. 15801. 189816e 5401. 560 ba wA 760 I. 7481. Sa01. 18921. 6821. 5151. 11201. CAPACITY WHICH MAY BE USED TO QUALIFY BAm.r6 Q 9'Min.O.C.1(2)295 Angb Cres/t.ek 11701. 11701. 10201. 23401. 2844 lbs 8101. 8401. WA 11401. 1122 Iu 13201. 28M lbs 1022 ba 13271. 16801. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ane.m D 0.45•Mu4 O.C.r Ufap,6a0.125•Abm.(Rg.7k WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430108 ANCHOR CAPACITY TABLE. ODUCTRBVM 2 Arr4wra 4D 2.25'Min.D.CJ FLYIp(FIg.BL 35061 3501. 2801. 7051. 4781. WA 2801. WA 315 bs WA 4406. WA 721 1. 4421. 5801. 0D>*a8 With the PlgrlA• /Anolan®1.15'MN.O.C/F421p ffp-9): 480 W 7081. WA WA WA WA 3801ba WA WA WA WA WA 882 9u 0851. 11201. ugd •� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP- -•-) 1.062' f-- --�j 1.000' TABLE NOTES: Ataml bade Product FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERA INSTALLATION METHODS. tL 1111 11j1I/ i • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. N(GENgFA'/l�cSp • • • • • • • 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 4.000' a.237115' 4'OW' No.58705 ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - _ FIGURE 5: FIGURES: FIGURE 7: -'9 '. 2z 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •, `.1 1 �-5 w • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE :O 3TAT�•p.CC/: • • • • PRESSURE-TREATED3-76ANDBE MIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM 172 SHALL BE i•.......ORION.* •'•�\•�a� 8088.75 AND BE A MINIMUM OF.126'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' 0.376"�L ��SS ""'• CK STEEL TO BEAT 26'THICK AND A36.ALL ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. TIO METALASHALL EXTEND AT LEAST 3 SCREW THREADS IBEYOND THE MATERIAL.#10 ANCHORS 112 1'X 4'X.375' l'X 4'X.375' I rr/r N'W Mk'S P.E. ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNN A�rLLsR,P.E. FL P.E.#58705 TABLE 8A Mullion Capacity Table Ib9/R2 Opening Width(forvarlically-spanning mUlfions)orOp9ning Height(forhOO "parWnp mMons) �g SO in 601n 701. 80 in 90 In I in 1101n 1401n 1601n � m' 1.28"% R.Wq is 71aplMem Red-of ar T' Mang. Ratlanp8ar Tnprtdang. R��Nnguler Traplalang. Ractenpaer Ra an,, danp lw TrspJntanO Reo+engaier hap7aleng. Reotenp lm Trep7Tdang. ReNangular TregTdrq. O Loading loadirp Loading Lading Lading Loaafng LadiOg Loading Loading LoWn9 Lea.. Lading Loading Loading Loading L. .0 Lading Lading 3.1Ba"x - um .be MWI a 3 a g 1 1zNm {�{-- 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 606 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170,0 1485 170.0 521 170.0 1736 170.0 521 151.8 1769 170.0 621 W 48 In 170.0 708 170.0 624 170.0 850 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 164.8 1648 170.0 600 132.7 1648 170.0 880 116.E 1548 170.0 880 _ 60.626 in 170.0 747 170.0 503 170.0 898 170.0 631 170.0 1018 170.0 884 170.0 1195 170.0 723 170.0 1945 170.0 747 M7.0 1188 170.0 768 139.2 1188 170.0 768 119.9 1188 170.0 768 10/./ 1180 170.0 768 641n 170.0 707 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1273 170.0 803 103.1 1376 170.0 037 148.8 IWO 170.0 858 122.3 1376 170.0 861 101.a 1378 170.0 801 91.7 1576 170.0 861 m o0 O 601n 170.0 885 170.0 70t 170.0 1063 170.0 797 158.9 1158 170.0 878 179.0 1158 167.4 930 123.8 1168 166.8 919 111.2 Ilse I50A SU 92.7 1156 144.8 905 79.4 1158 111.6 905 69.5 1156 114.8 905 F � tM0 J 631. 170.0 030 170.0 745 160.1 1051 170.D 850 131.2 1051 155.9 662 120.1 1051 142.0 818 108.7 1051 132.3 037 96.1 1051 125.7 830 80.1 1051 119.6 022 50.6 1051 IRA 921 00.0 1051 110.1 821 � D. J s 801n 167.1 957 170.0 789 139.3 957 WA 805 119.4 967 134.0 760 104.4 957 121.6 777 92.8 957 112.8 767 03.6 057 106.6 769 69A 957 100.0 760 69.7 957 98.0 716 $2.2 951 90.9 746 c 721n 128.7 $04 135.2 606 107.3 804 116.2 684 91.9 501 101.3 $71 BOA 804 91A 660 71.6 004 $4.1 650 6/A 801 76.8 643 53A 804 72.3 633 46.0 604 59.0 829 40.2 801 80.6 628 W 761n 100.4 722 111.4 630 01.2 722 972 818 78.2 722 05.3 806 88.1 722 76.7 690 80A 722 70.3 688 64.7 722 85.5 680 t5A 722 69.6 670 99.1 771 68.7 683 94.2 722 66.2 684 o Z M 701. 101.2 655 105.8 WD 64.4 685 80.6 586 72.3 605 76A 577 63.3 685 70.6 568 50.2 666 64.5 600 50.6 666 60.1 663 to 42.2 8e5 61.3 lila 98.2 885 61.4 537 31.6 605 60.7 536 F co BD In 55.0 615 68.0 457 54.0 515 57.5 449 47.1 515 50.1 KI 41.2 513 11.7 134 38.0 Hifi 10.8 128 33.0 513 !1', 122 27A 515 37.1 113 ri.5 616 90.5 40T 20.6 615 20.1 404 Q)( Z961n 64.3 453 65.0 404 45.3 453 47.1 397 38.8 163 41.0 591 33.9 453 38A 365 30.2 453 33.0 379 27.2 453 371 22.8 !0.1 20.8 368 19A 453 24.3 360 17.0 463 22.9 358 F � �N108M 38.1 360 39.0 373 31.8 368 32.8 310 27.2 356 20.4 313 23.8 358 26.2 308 21.2 358 22.7 301 19.1 358 300 16.9 358 16.0 293LU 111 In 35.1 338 35.6 306 29.3 330 30.1 301 26.1 336 28.1 297 22.0 330 17.2 293 19.6 338 20.9 269 17.8 338 285 x 1201n 27.8 290 28.7 284 23.2 290 23.8 260 19.9 290 20A 258 17.1 280 16.2 263 16.4 290 IBA 249 r O) 144 in 16.1 201 16.3 186 Q ry a O O a Z k'jo � TABLE BB pnehorCe ad Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: ow ANCHOR CAP.,,,,,,,,„, SUtxtmle 27k corcrHe 9.6k cant. Noche gnu Faled c6lu FT wool Maar (DP_)X( >=ANCHOR CAP.,,, jjnmcm 114•SS Ek d19 Ekb VI'SS Eko 610 Sled 012 SI881 912 SIeeI MULLION CAP.,K,,,,,,, AnchorCllp Paffem9 Mthar rype� al6^Eko Unmc on ur E7coupmcmK o Ulaxon lf4•Ekoufirecm Agge3dor uerecm Aggn:Onu scmv(G5)scrar(05) straw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge pstame on) 1• 2-v7 r 2-v2-v7 1• 2-v7 7 5va^ 7 0.48, 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embeontr6 n tare larr 1.1/4• 1a1-vr 1•v4^ t•ut• 1-v4• out• 7 f-a9• tape^ ACTUAL PRESSURE REQUIREMENT FOR THE 2Antmn Q 4.75•Ion O.C.ISlandada06d G 6tg 1) 390 ba 990 Wt 45o IM 800 28D to 354Ibs 74010a 37110S 661 be 916 a 341 Ds 442 9n 560 ale OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archm@ 115•Min O.C.I .dd(aOrae,)Gpz2) 460 IM 70D los N/A roAseg an NA IUA Iia IVA tuA 602 bs 865 to 1120153 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Am"mQB^MIn.O.C./(2)2(6A(g19Clips/(R93) 780103 700109 680101 1560 660 as Na 7601te 749lbs 8801bs 1892 a5 692 bs 685 an mo it MMULLION.IT WILL YIELD A MINIMUM ANCHOR 4A.iionQ0.45•MIn.O.C./U4%p,x00.125'Alum.(Fg.4) NIA IVA N/A IIIA WA WA IIIA Na QUA IVA NIA IVA 1190 an CAPACITY WHICH MAY BE USED TO QUALIFY tArchOr/F g t050xi t93lee 225n» 4151 110 ae In uis 9701Ln tel n>z s9z ms 473 ma Woos 221 ae a6o 1m ADDITIONAL ANCHOR OPTIONS FROM THE 2Am" LIP Min o.clF p. 240M SSO Loa xrA (IIA Na Na 160 wa Na WA (IIA mA Ito 311 as 412 as fi60lbs ANCHOR CAPACITY TABLE. PRODULTRDVISHD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. °S°OmPMMw116 theNlorlde DoOdlaB Lb0a No - .L32 FIGURE 1: FIGURE 2: i--l.260---j TABLE NOTES: • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION imol a Prodoet Con11n1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN lei FIGURE 3: 3.1813• �>,ON,......... 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE KENANGLES tc ` '� .., '. CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Fo 11SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. }�' IN USED 266" _ No.56705 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 FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.126"THICK.STEEL STUDS TO BEA ' 2 •X 18 'X 3. 8 .65MULLION MINIMUM GRADE 33 AND I OT'• SA - '.FCORIOP, .•' \\ .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.12b'THICK AND A36.All 1.25 :F ,,•.•, LL 0-1 111 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1/1'VF MULLION) /��S`S /�L'�� #10&#12 ANCHORS INTO WOOD MAY BE STEEL,16-6 S.S.OR 410 S.S. A.6YNN,ry{I( E!A;'P'.E, FL P.E.#68705 TABLE 9A ® �e� Mullion C.p,.Ky Table bsW ar, r Opening Width(lorvertl ally-spamling ntufons)or Opening Height(torhodzonta074paming mullion) 50 h 80 In 701. SOI. BO In IO01n 120 h 1401. ISO M 5( LLO Ibelenprbr Tmpffil g RwlanpWr Tmpff"V Reat.pl., -Hang. RaolangWr TmpfTd g. R.1 g br Tnp/f.,g Ra L gAr TmpR0an9. fnpbebs Tmpm4nO. R.I.1guler TreplfdanB_ RaebnWu Tnp'Trlerp. d$ 1.16x3.26 LoWln0 Lwdn9 Lwdrq L0.4" L."As Lwdrp Lwdng Lwdkq Lwdn9 Lw4a9 W.T.9 L.Wing Lwdn9 LwdnB Lo.dng L.adh9 Lwdn9 Lwdn9 G x.100 iya} �0a6 �t0p• yip• {ynF $b �fa0( }�{� a� Alum.Tube e O yypp n rs• pppp�' 99 6 y6pp yOpp B gg55 ggpp g 9914¢} O y'ppp jpppf�' gdfi�s• qy��' jy1` 0yp yp` qfi qp O - [121 ��-Z4211 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 608 170.0 092 1700 619 170.0 1118 170.0 621 153.3 1118 170.0 621 127.1 1118 170.0 521 100.6 1118 170.0 521 95.8 1110 170.048In 170.0 706 170.0 524 170.08501700681167.8 979 170.0 830 U&1 078 IMO 661 130.4 978 170.0 611 117.3 978 170.0 680 97.6 878 170.0 69O 836 978 170.0 680 73.3 978 170.0 W50.825 h 170.0 747 170.0 5113 170.0 898 170.0 931 150.7 927 170.0004 131.9 927 188.6 708 117.2 927 169.1 699 105.6 927 168.3 696 87.9 927 155.3 805 75.4 927 156.3 895 85.9 927 166.3 Q.8 N 541. 170.0 797 170.0 612 151.6 669 170.0 691 INA $0 153.9 on 1159 869 141.8 See 103.0 089 134.0 860 92.7 089 INS 654 77.3 889 128.8 652 66.2 889 128.8 662 67.9 069 128.8 652 BOh 1432 7/8 169.8 WI 119.1 748 198.9 820 102.3 716 117.6 BOB BOb 716 101.8 690 79.8 718 101.0 602 71.9 748 08.8 687 59.7 718 93.3 683 61.2 718 W.J 6BJ 11.8 746 93,3 603 m 0 7 W &11n 123.7 877 132.0 670 103.1 677 713.2 668 BBA 877 100.4 656 77.3 871 87.1 618 68.7 877 86.2 630 B1.B 67/ 81.0 631 61.9 877 77.0 629 11.2 877 79.7 629 38.7 877 78.7 629 F (..) J 68 N 107.8 817 111.1 630 89.7 817 97.6 519 78.9 617 86.3 We 61.3 817 78.3 600 59.8 917 728 494 67.8 617 88.7 409 44.6 617 01.1 IBS 36.4 911 63.7 482 33.8 817 63.7 482 d 721n 82.9 618 87.1 460 69.1 518 74.2 440 60.2 616 86.2 431 51.8 518 58.9 425 46.1 616 54.2 419 41A 519 50.7 411 34.6 618 46.6 408 20A 518 15.0 106 25.9 518 45.0 405 Z -i $m 76 N 70.5 465 73.7 406 58.7 465 62A 308 60.3 465 61.9 390 44.1 485 49.4 344 39.2 495 46.3 378 35.2 455 42.2 374 291 485 3&3 357 25.2 186 36.6 381 22.0 465 35.2 363 2 78 N 85.2 111 88.0 ]117 61.J Ill 67.7 379 48.8 441 50.8 372 /08 111 46.1 ]be 96.2 Nt 47.8 380 74.8 411 39.7 358 27.2 111 3{.9 319 23.3 141 33.1 318 20.1 117 32.7 915 j OR Z 90 h 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 26.6 332 28.8 280 23.6 332 26.1 276 21.2 332 21.1 272 17.7 332 21.3 288 15.2 332 196 262 13.3 332 18.7 260 F 06 In 35.0 291 311.9 280 29.1 211 30.3 266 25.0 291 26.4 162 21.9 201 236 248 19.4 291 21.9 2/{ 17.6 207 19.6 211 14.6 201 17.1 138 126 201 16.6 2]2 Z ''; � ai 6 JOAN 24.6 230 25.1 208 20.5 230 27.7 205 17.5 230 16.3 101 164 230 18.2 198 r0. N O p 171 N 22.6 218 23.1 707 18.9 218 19.4 194 16.2 218 16.8 191 11.1 218 71.9 786 120 in 17.9 187 1&2 170 11.9 707 15.7 187 W Cl) Of LO LO N a 0 0 TABLE 96 �11Z mo Anchor Capacity Table(lbs ANCHOR CAPACITY ADJUSTMENT FORMULA: 8ubelmte. 2.7k Commle 3.5k Cono. Wmw CMU F9xd CMU PT Wood Mehl ANCHOR CAP.,,„,,,,e, $ 0:X (DP)X( )=ANCHOR CAP.,,, Yia'Eko 111'SSEI00 5017E110 114-SBEk0k0-822 "Irk" Y12 steel MULLION CAP.,.b,,,.. Anehor CSp Patlams Fuzhou Type: Yte'Elao uxnl0on va•Eloo ulueew tjn, 3r1S•EW Unmeon 114'Eke ulme.n Ap9mosta uu.5on A9pre0ebf 891Irk" I'll (G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eye Oki-Qn): t' 2.1/2' 1• 2-12• 3.118• 1' 244 1' 2-f2' T 3.118' z' 0.54• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN EmbeOment 0.n: 1-Y4' 1.314' 1.314' 1314' 2- 1-1/4' 1-114' 1-114' 1-711' 1-714• 1AW 2• I-w "lles ACTUAL PRESSURE REQUIREMENT FOR THE 2 Auction Q 4.75•Min.O.C.I slandud or Obel Op(Fi9.1): 39D lbs 390 ars 450 be 890 PA 1644 be 270 roe 28010. 3641bs 740Its 3141be 684 roe 946lba 442bs 560 be OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anohw.01.15-MI..O.C./6bndmWOlkeUC p(Fp.2k 400 lbs 700 bs WA WA N/A WA 380 Bm NIA N/A WA WA WA 885b3 1120168 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ah-@ 7 MI. .C./(2)a5 Argb Clips/(Fp.3} 790 be 780 the 680169 /5601b6 1MB Ib. 540108 SBO Ib. WA 760 be 748 as 980 Ib. 1092 Its B85 ba 1120lb8 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 A. ®0.54'MNO.C.I U471p,k90.107 Akre.(Fig.4X WA WA WA WA NIA WA WA WA WA WA WA WA NIA BSO IW CAPACITY WHICH MAY BE USED TO QUALIFY t Anplwr/FI7p(Flp.5): no ba 195108 225938M61be 822 @e 1351bs 14010. 1771Ds 370IOs 1971M 33210+ 47310. 2211bs 280 baADDITIONAL ANCHOR OPTIONS FROM THE 1 Awtwra®1.16'MN.O.CI F13p(fl9.BY 240as 3501M WA WA NIA WA 1901ba WA NIA WA WA WA Id21M 560 be ANCHOR CAPACITY TABLE. ODUCf R8Y15BD owgtyft vd b the Florida u0 FIGURE 1: FIGURE 2: -1.250' p TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Aland ade Product Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� y LYNN FIGURE 3: %\O�,........, ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED W THE FIELD FOLLOWING DNAENSIONAL RESTRICTIONS A.;• ••.�-�: F* All BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Idu.58705 W 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 .100' FIGURE 4: FIGURE 5: FIGURE 8: •�••. ��:•((7 BE PRESSURETREATEDYELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 6063•T5 AND 13E A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �`�'•.•r(ORIUP,.•��\� • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL 1.26•X3.26•X.100' s .••••.•• S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. //7 j #1 / �(JNit 0 8#12 ANCHORS INTO WOOD MAY BE STEEL, S.S.OR 410 S.S- MULLION 1 j 1 A.LYNN MILLI=`�2,P.E. Ll-* j 11: FL P.E.#58705 TABLE10A _ � I Mullion Capacity Table gbalfla) -- 11-R1- Opening Wdgl(for wilicWspaming mullions)crOpening Haight(forhoriml8a"pemYrg mlgliotL9)m k 601. 70 in 00 in min login 1201n 1401n 160In 0 Rectsng" Tra#Tf , [R, ngular T,.pfRf.q. Ratlmgdar TrapTdang. Pact or Trap?dang. Rectangular Trap/Irian Rectangular Tra d 126 A 326 0 turptdar pT,urg. Rectangular TnpRrutg. Rectangular TnpTdarg. Rectangular Tnp7rmng- o x.824 tL Loading Loadingdirlg Loafing Load6p Loading Loading Loalrg Loaang Lneding Wiling Loldig Leading Wang Loading Loafing Loading Loading PZ, 171 Alum.Tubs .r §'.. �' '� o € �.. L'� .F .§ .F £� £ .�.. £ i;.. € €.. ' £,. �' �',. •s _ ' b',. € �',. .F .r .$.. §' •s'.. ) V Murton g ad a gd ��. E :d g ��. €>s e> �F co gtAEe t g�$, i it it irE Pr Q�. � e�. a ��. € oda i� � �� a ?�. N u J 8.ee ' It,9fid. ses03o4210 170.0 620 170.0 435 111 178.0 478 170.0 068 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 woo 621 1700 1135 170.0 621 170.0 1933 170.0 621 JLU 4B In 170.0 700 170.6 624 150 170.9 6N 170.0 992 1700 636 170.0 1133 170.0 651 170.0 1216 1700 677 170.0 107 170.0 680 170.0 1700 170.0 690 169.7 1979 170.0 680 140.5 1979 170.0 680 _ 60.626 in 00.0 717 170.0 663 096 110.0 631 170.0 1046 170.0 501 170.0 1195 170.0 723 170.0 1386 170.0 747 170.0 1494 170.0 766 170.0 1793 170.8 766 152.6 1817 170.0 166 133.6 1877 110.0 766 641n 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 1691 170.0 656 166A 1769 170.0 alit 134.1 1169 170.0 861 117.3 1769 INA 861 lL 00 _ m 601. 170.0 p6 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 338 110.0 1417 110.0 911 161.1 1511 170.0 996 145.0 1511 170.4 1033 120.8 1611 170.0 1063 103.6 1511 170.0 1163 90.6 1511 170.0 1063 F CO cp J 63 in 170.0 930 170.0 746 170.0 1116 170.0 060 170.0 1302 170.0 919 168.6 13M 170.0 1015 1392 1370 1700 1076 125.3 1370 164.0 1082 INA 1370 165.9 1072 89.6 1370 165.3 1330 78.3 1310 165.3 1070 � 111 J { Fj 6610 110.0 974 170.0 769 170.0 1169 170.0 903 166.6 1248 170.0 1002 1362 1248 156.8 1013 121.1 1241 117.1 1000 108.9 1248 139.0 !89 90.8 1248 1304 978 71.0 1248 129.0 976 60.1 1248 128.0 976 Z (/)1 �• M 3 72 i. 161.8 1019 170.0 878 139.9 10{9 160.2 BK 119.! 1079 132.1 876 101.9 1619 119.1 Bm 932 1019 109.7 049 33.9 1619 102.7 830 69.9 1049 94.7 336 69.9 1019 912 KO E2.1 1019 91.1 m10 76 in 142.7 N1 149.1 822 118.9 911 126.8 605 101.9 941 111.2 791 89W6904T.6 .0 777 79.3 981 91.7 768 71.4 941 86.6 767 69.5 941 77.8 TU 51.0 911 74.0 737 41.6 >tl 73.3 136 ($3 78 in 132.0 891 131.6 187 110.0 094 116.8 767 91.3 891 102.1 767 $. 9 740 77.9 891 81.1 130 66.0 894 71.7 721 65.0 091 70.7 701 171 891 67.0 701 113 8% 66.1 699 Q V i N 901n 85.9 671 68.7 696 71.6 671 749 686 61A 671 66.3 676 63. 2 666 47.7 61`7 62.9 669 43.0 671 48.8 651 35.8 671 43.1 639 30.7 671 397 531 26.9 611 37.9 $26 cO Q p7 �O Z N r 96 in 70.8 690 12.0 627 69A 690 61.4 616 60.6 690 53A 609 446 633 39.3 690 43.0 494 35A 690 39.6 4M 296 690 34.7 477 26.3 590 MA 469 22.1 590 29.0 464 10810 49.7 46660.0 12I q1A 466 124 111 35.6 166 37.1 408 719 102 27.6 166 29.7 996 24.9 166 27.1 391 20.7 466 23.6 3B2 17.8 466 212 376 16.6 466 19.6 7701111n 46.8 111 46.1 100 39.2 M1 393 393 32.7 441 34.1 387 28 .2 382 26A 411 272 776 22.9 Ui24.9 372 19.1 111 21.6 367 16.4 Ht 19.3 366 14.3 M1 17.9 351 W12010 36.7 778 36.9 351 30.2 378 31.0 339 26.9 37a 26.0 3]d 227 329 20.7 370 21.3 325 10.1 778 19.6 321 16.1 718 16.7 314 K Nin 14410 I 21.0 262 21.2 212 11.5 262 1 17.8 239 15.0 233 15.3 235 () N () Q O 0 TABLE 106 ANCHOR CAPACITY ADJUSTMENT FORMULA: .� � AnchorCapecity Table(lbs) (ANCHOR CAP.,,,,,,.,, of of of St"Inale 2.7k Co'Clele 36k CanGlox . HasU F9Ie0CIAU PT Wood Mesal (DP_)X\ )�ANCHORCAP_ N16 eco L4"SS Ek0 Sr1G•Eko II4.55 Elco 810 Std #12 Sted #12 Slsl AnchorClip Patterns �110f Type &WEko U8eacm 114•ElcouBrarm Unrecm sH6Elcounracm 114•EkoUnmcon agp'SE" UK car AggreGator Scam(C5)Sr-(G5) screx USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge astarce n) r 2.11Z 1• 2-11r sire• 1. 2.172- 1" 2-11ir r 3/re^ r 0.45• 054 0324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment 1511• ta4" 13/4• 134• r 1-g4' 1-111• 1-114" 1-1/1• 1-114" 1-W r t.sw lam yaks ACTUAL PRESSURE REQUIREMENT FOR THE -2Ax ®476 MIO O.C./Shethad or 06et Clip ft 1) 390 to; 390108 450 lbs 800 Me 1644 bs 270 bs 280 In 255 bs 740106 371109 661 Its 646 oe 311 Its 442 to 660106 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arcnas 61.16•Mh 0.01 slxtmm(a0neet)Clp flq 2) 480 bs 700 be NIA WA NIA IIIA 300 be 111A IUA IIA IUA WA 682 bs 8116 m 112D 9n CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcMls a•r4h.o.c.I(r)aaargkcape 1 ffq.a} leo be 7m b9 ego los Ism los 1806 bs 6401bs 669 bs WA 7m fin 718 bs em b0 1892 Its 662WS ee5 gin n�be MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcma®0.64'Min.O.C.1UCIIp,In1o.W0'Abmfflg d) NIA WA NIA IUA NIA IIA IUA IUA WA IA IUA IUA NIA IUA 950 to CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arc hot FCfp(Hg.6). 108 b9 195 b9 716 0 9 116199 622 to ts5 Jos 140 be In bs 370 ad 187 lbs 3921bs q73 b5 170 bs 221®0 280 IA ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aeclurs 13 1.16 Mtn O.CI F p.6T 240 bs am kin IUA IUA NIA IUA 19010 NA WA NIA IUA IUA 641 bs 442 bs %0 919 ANCHOR CAPACITY TABLE. PRODUCT REVISED uIldlly�She Florida roWimroo No 0-1 FIGURE is FIGURE 2: TABLE NOTES: t25O* .Date • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION it�oducl rnn(rR ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� oNV IL•.N,yA FIGURE 3: :� �� '•1GENS Yee ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. Q�,•'• �" F CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS =�-;• j� F9BE 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 ANDiel GROUT-FBAED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL ^-•' 1 11-1 S;.(�� FIGURE 4: FIGURE 6: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE4� '�� STATEOF • 6063-TS AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND '��(•'•.F(OR10P G\� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL i .......... \` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25•X 3.25"X.624' '"" /8, 10NAL E", . • #1D 8#12 ANCHORS INTO WOOD MAYBE STEEL,11-8 S.S.OR 410 S.S. MULLION A.LYNI(IlMIL1C�R,P.E. FL P.E.#58706 TABLE 11A _, ® Mullion Capacity Table pbelltt) hai Opening IIdtll(brvelt-wrely arming mullons)wOpenln0 HNpht(IDOMW mtteWspenrin0 mUions) � Y 60 in so 1. 70 in 801. 90 in 1001. 1 1 1201. 1 140n ISO In O RaclMpul.r TnpTrWy. R.d.eg0.r Trap7rr1.ng. R.dm9Wa TupRdrg. Rom gul.r I. e% R.d.n9W.r Tap71d.n9. R.d.n9dx TapTiano. RMwgukr Tnp/1d.n0. R.dM9d.r Tr.p?6e19. Rad.n al.f Tr.PTn.n9. p 116x344 L..d'ing Lwd1.9 twdy Lowng Loading Lowing Le.4ay Lowm9 very L..&V L.wn9 Towne Lo.caq L..Mg L..&V Lwdn9 Loading Lowing oye 00 x.824 Alum.Tube .: .& Jill .� F .€.. $ '.. £ �'.. F F .S �'.. s �• £ '� .• '_ .�•� .g .�'.. $� �' §'.. §' Muluon �ELD I €A s a € aeaAdit �& & >a f& dM_ && I �& 8& F& 3� E& ie 8& i At& � 4& s'e @& 8& � A& 3� f& $a i& 2 Eo2 8& O �) 421n 170.0 620 170.0 436 170.0 744 110.0 478 170.0 ON 170.0 606 170.0 992 INA 619 110.0 1116 170.0 621 170.0 1240 1104 621 170.0 1488 INA 621 170A 1736 170.0 621 170.0 1983 170.0 621 J 48 in 170.0 708 170.0 624 170.0 850 170.0 604 170.0 992 170.0 630 1704 1133 170.0 881 170.0 1215 170.0 677 110.9 U17 1104 Sea 170.0 1700 170.0 600 170.0 1983 170.0 680 170.0 2261 Ina 680 -1 w 60.625 in 110.0 741 USA 667 110.0 896 170.0 631 170.0 1046 170.0 684 1 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 U94 1101, 766 170.0 1783 110.0 766 170.0 2092 110.0 766 170.0 2391 170.0 766 2 O 641. 110.0 797 170.0 612 170.0 966 110.0 691 170.0 1116 170.0 764 170.0 1216 170.0 803 110.0 1434 170.0 937 170.0 1594 1700 6% 170.0 1913 170.0 861 1704 2231 170.0 061 160.2 2403 170.0 961 LU O 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1694 170.0 996 170.0 1771 170.0 1033 170.0 2126 170.0 1063 149.3 2163 170.0 1063 128.8 2163 170.9 1063 L!) V) J 631. 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 Use 1859 170.0 1122 156.9 2060 IMO 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 � W g66 in USA 974 170.0 709 170.0 1169 INA 903 110.0 1364 170.0 1002 1704 1558 USA 1066 170.0 1763 110.0 1165 116.8 1918 170.0 1210 1430 1966 170.0 1276 INA 1966 170.0 1286 107.2 1966 170.0 1286 z C0� 72in 170.0 1063 170.0 878 170.0 1275 110.0 1009 170.0 1408 170.0 1126 170.0 1700 170.0 1229 164.1 1734 170.0 1316 138.7 1734 169.8 1386 1156 1734 165.9 1364 99.1 1734 1604 1362 85.7 1734 160.2 1362 j � J 0 161. 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.6 1666 170.0 INS UTA 1666 16S.2 INS 131.1 1656 151.6 1266 117.9 1656 111.9 1261 98.3 1556 128..9 1729 91.2 1566 122.3 1219 73.7 1656 121.2 1216 .�.,.Ij U Z 761. 1700 1161 176.0 967 170.0 1381 110.0 1116 156.9 1117 169.3 1246 136.4 1477 152.0 1224 121.2 1417 139.1 INS 109.1 1477 129.6 1191 90.9 14U 116.9 1169 77.9 1477 110.8 INS 68.2 1117 1D9.3 1164 Q 90 in Mile 1110 146.6 966 118A 1110 123.9 968 101.6 1110 107.9 951 UA 1110 96.3 936 10.9 1110 B7.5 922 71.0 1110 00.7 910 69.2 1110 71.3 891 60.7 1110 66.6 078 44.4 1110 62.7 870 Z � Q p5 O N 96 in 117.8 975 120.3 872 97.6 816 101.6 866 83.6 976 BB.3 NT 73.2 816 70.5 829 66.0 976 71.2 811 68.5 976 854 001 48.0 976 67.4 789 41.8 916 679 176 36.6 976 19.3 161 I.Q.. �( Z CO O 1091. 82.2 111 84.0 696 68.5 171 70.7 685 60.7 771 61.3 614 51A 771 64.3 604 46.7 771 49.0 669 41.1 771 44.9. 647 34.3 711 38.9 632 29.4 771 3&0 621 26.7 711 32.4 612 �� Min 76.7 730 71.3 661 63.1 730 65.0 660 64.1 730 66.3 610 473 730 49.9 631 42.1 730 15.0 622 37. lt.1 614 31.6 730 35.6 600 214 730 31.9 $89 23.7 130 29.6 SBt W M 120 in 69.9 624 61.0 669 49.9 624 61.2 5S0 42.9 524 44.3 652 37.5 624 39.2 511 333 624 35.3 637 30. J2.T 631 260 62J 71.7 679 2i./ 621 21.8 609 10.7 624 22.6 601 X ILD 1141. 34.1 433 35A 400 29.9 433 29.4 395 24.0 433 26.4 390 21.7 13J 22.1 385 19.3 433 20.0 791 111#4 18.7 376 (� fV Q O O a Zoo U) TABLE 11 B Anchor Capacity Table(IbB) ANCHOR CAPACITY ADJUSTMENT FORMULA: D' ANCHOR CAP.,,,,,,,,, 0 i i � 3u041re1e. 2.7k Oorcrde 3.56 Cwt. Ndbw CMU Filled C61U P7 Wood Mde1 (DP,)X\ )=ANCHOR 5116'Elco 1N^SS FjfVA o VP SS Fac. #10 Steel 012SINI #125"' MULLION CAP.,,,„,,,,,, Anchor type 3r16•Elco unracm v1•EkoUBracon Usm- &t6•Elco Unrecm 1r4'Elcoullrxon AoW,1aA x6la" Screw G5 Sere# Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnehorCllp Patterns W l ) (�I Edge dslame on) 1^ 2-U2• 1' 2-172' 31/8• 1' 2.12• 1^ 2-V2' 2' 2• 0.4V 0.54^ 0.3246 CAPACITY REQUIRED'CORRESPONDING TO AN Em:eetntnt 1at4^ tyr 1a14' tare• r 1-1N^ 1-114• 1.176' 1-V4' t-174^ 2^ 1.3.9• tare• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchoo®a.75'1AIn o.C.t StWdWa a 01W Cap(ng t) 390 lin 390 b5 450 lbs ISO Its ISM a15 27005 MSM 354 lbs 7401Os 374 be old ba 3411:a 442bs 680108 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arrhaf!1.IS' O.C.IStOndOnJ WOe6e0Cep(719 2) 4901:s 700 as n1A IVA IMA N1A 38D be wA WA wA WA 68211. 855It0 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArlchOn®3'/An.O.C.I(2)Ab Angle CBps 1(Rg.3) 70D ISO ba 680 V. 1560 be 1096 We 540.65 5901:a NIA 760198 748 los8 1892 Its 652 Vas ae61m tt20Ite MULLION.IT WILL YIELDAMINIMUM ANCHOR 44.1.x5®0.51^Min.O.C.I U-0p,Into A00^Aax..ft Q NIA IgA IIIA wA NIA IIA wA IUA IVA NIA IVA IVA NIA IUA 1267 be CAPACITY WHICH MAY BE USED TO QUALIFY I AM["/F4;p(Hg.$ 195 M4 195IS 225 au 145 ba 1122 8>s 135815 14011, IT7 Ins 370164 187 bs 1731:6 1701M 221 Ba 280It8 ADDITIONAL ANCHOR OPTIONS FROM THE PROD[)CT RBYISBD 2A.0-C11.15-1,411 O.C7 FCip g7g. 240104 350 bs NA IUA I11A IIIA tOD ba NA wa NA wA 3tt Bn 41286 560 ba ANCHOR CAPACITY TABLE. Butld glyOode �P � 1.250' A4xKplmxr+No �� FIGURE 1: FIGURE 2: �'9+IrM(41�Delo 20 TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION laml ode Pr CAnlrol ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1\tt\I I I 1 i t t,/ Vkl.2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. O .-•••• ••.,(( FIGURE 3: �'��,.'•�tGENSF F'P �� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.04' Q CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ No.58705 FloBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. q SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ='O•.LL [�15 GROUT-FILLEDCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SWILLFIGURE 4: FIGURE 6: FIGURE6: :(� ' • 6063-T5BE SAND BE A MINIMUM OF�OOOTH CK.STEEL STUDS TO BE A MINIMUM GUTHERN PINE WITH AN SG OF 0.66. RADE AND E _1 i�(Cs,•'•F(OR�O�•`G�� • • .045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 11/S�.NAL • 910&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE 12A ;g Mullion Capacity Table Ibafie ® lz Opening Width(tor%er5ce*spara9ng mllllons)or Opening Height(for hoRzat6ally-6peMng mUllons) "1 501n 0081 70 in so 901. 1WM 1201. 1101. 160 In 111'sl erTrpflxare. Reetargllar Tnp m-& Rwta119der TrapITMIp. RectanIld, M�/ .IV. Rwlmydr Tia M&V. RadrgdSr 11p7d ng. Recte.pdx Trpltllen9. Red n9dar Trap) .nq Rwt.WI.r 1taDl7dany.2x4x.25 Loadn9 14Wno Loadny Laadnp L0aan9 Loaatn9 Ldny L0Ma9 Ldng Loadny Loadnp Loa61g LoadBg Loadrg L-1.0 Laadn9 LDa•n9 Lwny Alum.Tube yiai fl I It 11 1 fill 11 1 cli $ 1ttgg�$-grpT� +ggy 5 $J$ § a$ b1 S g b� 5 5 5 b € a $ s m is is i SS IK f i 5 @ 30 E 1 1 111 2 2 53c 11 ill i R I I! !c Z 42 In 170.0 820 170.0 435 170.0 724 170.0 478 170.0 869 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 -.170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 O 48 In 170.0 708 170.0 524 170.0 850 170.0 624 170,0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 077 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1983 170.0 800 170.0 2287 170.0 See J LU 50.62581 170.0 747 170.0 553 170.0 248 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 470.0 756 170.0 1793 170.0 768 170.0 2092 170.0 758 170.0 2391 170.0 758 Q. m 54 in 170.0 797 170.0 612 170.0 985 170.0 691 170.0 Me 170.0 754 170.0 1276 170.0 803 17D.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 881 170.0 2231 170.0 061 170.0 2650 170.0 Sal 0 8081 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 924 170.0 1594 170.0 998 170,0 1771 ,170.0 1033 170.0 2126 170.0 1081 170.0 2179 170.0 1063 180.6 2880 170.0 1063 003 N 831n 170.0 910 170,0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1189 105.7 25M 170.0 1171 145.9 2553 170.0 1171 661, 170.0 974 170.0 769 110.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 16M 170.0 1088 170.0 1153 170.0 1165 170.0 1918 170.0 1210 170.0 2318 170.0 1275 151.9 2437 170A 1286 112.9 2437 170.0 1288 721n 170.0 1063 170.0 878 170.0 1276 170.0 We 170.0 14N 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 130'1 145.8 2184 170.0 1488 124.8 21& 170.0 1529 109.2 2164 170.0 1530 C� iyi 761n 170.0 1122 170.0 037 170.0 1346 170.0 1000 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 16M 123.8 1900 181A 1648 105.1 IWO 164.0 1635 92.9 1960 152.7 1531 U.1 f Z 701n 170.0 1151 170.0 967 170.0 1351 170.0 1116 170.0 1611 170.0 1260 170.0 1842 170.0 1169 152.7 1881 170.0 1474 137A 1861 Ism IWO 114.5 IM 147.3 1473 982 1861 139.6 1419 55.9 1861 137.6 454 33d rt�� 901n 170.0 028 170.0 1124 118.1 1398 1580 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1170 99.4 1396. 110.2 1162 69.6 1398 101.6 1147 74.5 1398 69.8 1122 639 1398 62.1 1105 56.9 1398 78.9 1006 F J 16 In 147.4 1229 161.5 1098 122.9 1229 121.8 1079 105.1 1229 111.2 1061 92. 1228 98.9 ION 811 1229 69.6 1029 73.7 1229 82A Me 61.4 1228 72.2 993 52.7 1229 55.8 977 48.1 1229 82.1 BBT � N o 1081n MA 971 106.8 877 86.3 97t 09.0 882 74.0 971 71.2 H9 64.7 971 88.4 837 57.6 971 81.8 826 61.8 971 68.6 816 13.1 971 49.0 796 37.0 971 44.0 782 32.4 971 40.8 711 N SO III In 95.4 919 97.3 832 79.5 919 81.9 MO 611,1 919 70.9 a06 19 02.9 704 63.0 919 56.7 764 47.7 919 61.8 774 39.7 919 24.6 768 34.1 919 40.2 742 29.8 919, 37.1 732 � ?( 1201. 76.6 786 76.8 716 ..a 780 81.6 J06 63.9 708 55.8 895 47.2 788 49.4 698 41.9 768 44A 877 37,7 716 40.5 888 31.6 788 34.9 653 27.0 78a 31.0 641 23.8 788 28A 531 L_IIN In 43.7 M6 44 501 36A 516 17A 246 51.2 624 SIA 491 27.J 618 287 185 24.3 648 25.3 478 21.8 618 22.8 174 18.2 618 19.6 184 16.8 616 17.2 455 /3.T 548 16.6 248 Q N Q O O _ Z TABLE128 ANCHOR CAPACITY ADJUSTMENT FORMULA: g$ �'O m•.O AnchorCapaclty Table(lbs) ANCHOR CAP.,s,,,,,,, 0.gD= � 3ubswa 21KCDIrme 36KCOta. HOW Chill Fined VAU PTWWd Mldd (DP)X( )=ANCORCAP.,,, d16'ElaO 91'83 Ek0&IB EkD IN'SS FJto 2410 Metl 2412 Sleel X1231!81 MULLION CAP.,,,,,,,, ArchOr Age: Y76'EIco USram 1l4'Eko UK2oon &16'EIco UOmcan V4'Ek OUKrecon AnchorCllp Pattsms Ulwm Apprdtetor uSlacon AggmGdor Sc-(G5)screx(05) scr4w(C5) USE THIS FORMULA TO OBTAIN THE'ANCHOR FA9a pstarcepn) r 2-nr 1" 2-1Ir 316r 1' 2-Vr 1" 2-t/r r S1Nt" r 0.48- 0.54' 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN FnlbefMenl Qrp 13/4' 1314• 19/4" 13'4' r 1-V4' 1-V4' 1-1/4' 1-V4' 1-114' 1-114' r tare' tare' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anehds®4.76•M9n O.C.I SINK=a08sel CSp 1Fg 162) 39010, 39D rx 450 Ws OW b6 16441)s 270 bs 280 Ins 354 lbs 740 ws 37410a Ism" 9461ba 341 In, 442 b6 560 OX OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 2.68'Min O.C./St•Ideld tar 01M)CIO Sia 4 740 bs 74D It* 63D bs 465 as 142410, NIA 56D ba NIA 6051bs WA a00 Sn IVA 6821bs 885 1b, 11 W IDs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amhasg1.711Min O.C./Standas/lar 011W)Crp(Mg.4) US IM 501 758 bs 1946 Ws NIA IVA 703 bs NIA 79910s IIIA IVA IVA tart lbs 1327819 168o lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcton®3"Min.O.C.1 R)215 Arg*CSps 7 g 5J 780 A s 7 m 669 bs 1560104 1896Ibs 5so ba 1101 7601to 746 bs 880 b8 1892 bs 682 bs yes Its 1121 ra CAPACITY WHICH MAY BE USED TO QUALIFY 6Amh"@T Mb.O.C_1(2)2(5 ArgleCSps/pig.6j 1170 bs 117010s 102016, 2340 WS 26NIbs 6 be WIDS IVA 1140bs 1122bs 132016, 28388a 1022M 132/64 16009x ADDITIONAL ANCHOR OPTIONS FROM THE 3Amhm@1.34-Uln.O.C./U.Cep,81b.12YAK.a.(F q.9 WA 1. NIA IUA N/A NIA sUA NIA WA IIIA IUA sI; IIIA IUA 0731 ANCHOR CAPACITY TABLE. PROD 6AmhmQ 0.64'Min0 .C./U121p,ed0.125'Alum.IF1g.sy NIA IVA N/A IVA IUA IUA WA IIIA WA NIA IUA WA tllA WA 21 es UCI'RBVISBD 2 A1hm®268•MI.O.CJ F43p pig O) 370 rn 370 bs MIS bs 743 ea 712 ft NIA 280 bs N1A 340It s NA 440 ft ILIA 341105 412 bs 569 bs SSW nTbmY who l60 PI071d•. Bugdlog Code 9ArcKas 1.71'Mn.O.C./F43 .10 443 bs 525 Ing 379 bs 971 as NIA N/A 353 ba II/A 399119 NIA WA RIA 61110, 664106 640104 IR�OaWe 95.0" NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .DaN ZO bCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: -2.000" iWW ade Pralu9l Control • • • • • • • TABLE NOTES: 11111 1 1 1 1 1 7 j/ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �� N q7 GENERAL INSTALLATION METHODS. •"•••.,!(�, • • • • • \ `� CIGENSF •.•�Q FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q'• '•,ttc • • • • .250" - 4.000" _ 7\i N0.58705 LION AND MULLION CLIPS E NOT TO SCALE.FOR CT ENSIONS,SEE SHEETS 21-23. ES TO BE ILLED IN • • • • LTHEOCA ONS FOLLOWING DIMENSK)NA RESTRICTIIONS SHOWN ON SHEETS 211-3.FIGURES SOW SUGGESTED,LAPPROXIMATE HOLE NIP 7S1A FIGURE 7: FIGURES: FIGURE 9: FIGURE10: R.CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '� ''.,F(O..... •'G\�� • •• • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. '��S C'.� ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK 18 2'X 4'X.25!MULLION 1, CONAL. MUST BE USED 1 • •• • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LyNNIMILLER,P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A Mullion Capacity Table Ibelle Opening Width(for 5edical"panni g mu lions)or Opening HNght(for horizor4alVspar9irg m1Aions) 601n 00in 701n 801n In /00 in 1201n A01n ISD I. r < Re.tenprler TrapRdena Raganplar Tnp/Tdanp. Raotsnp4sr TrepJ0laq, Red80pla Trep✓fdenp. Ra Wobr T-WTd np. Reclerrpller TtepTdarg ibct•nprdar Tnp7Tdnp. Raaalpder TupRdanp. Radanpula Trp/7rtenp. 2 x 6 x.25 Loadag Loadrq t oadn9 Losderp LoednO L-blo Loadn9 Loadnp Leedsp lo*drrp Laadrb Loedn9 Los•n0 Loedn9 LoednO LadnO Loadlq lgedlg Y a . Alum.Tubs Mullion a� � � 21 142 I Ii 1 1 1 iI 421 1ff nJiI z m 421n 170.0 SW 170.0 435 170.0 744 t70.01 478 170.0 808 170.0 608 170.0 002 170.01 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.01 1405 170.0 521 1170.01 1735 170.0 521 170.01 1981 170.0 621 0 W 401n 170.0 1 708 170.0 524 170.0 650 176.0 581 170.0 092 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 660 170.0 1983 170.0 880 170.0 2287 170.0 50.8261n 170.0 747 170.0 583 170.0 No 170.0 631 170.0 1048 170.0 664 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 756 170.0 2092 170.0 756 170.0 2391 1 170.0 756 2 Of (7 541. 170.0 797 170.0 812 170.0 968 170.0 891 170.0 1118 170.0 761170.0 1276 170.0 803 170.01 1434 170.0 837 170.0 1564 170.0 NO 170.0 1913 170.0 881 110.0 2231 170.0 881 170.01 25501 170.0 861 m 60 In 170.0 865 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 941 170.0 1594 170.0 998 170.0 1771 .170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1083 170.0 2833 170.0 1003 � 00 j 631n 170.0 930 170.0 745 170.0 1118 170.0 860 170.0 1302 170.0 040 170.0 1488 170.0 1016 170.0 1673 170.0 1076 170.0 1659 170.0 1122 170.0 2231 170.0 1180 170.0 2603 170.0 1171 170.0 2975 170.0 1171 J 7 ff[. 170.0 .0 974 170.0 780 170.0 1169 170.0 003 170.0 1364 170.0 1002 170.0 1668 170.0 1088 170.0 1761 170.0 1165 170.0 1&8 170.0 1210 170.0 2336 170.0 1275 170.0 2727 170.0 1268 170.0 3117 170.0 1268 Z ,• e .0 1081 170.0 876 170.0 1275 170.0 1009 170.0 1186 170.0 1128 170.0 1700 170.0 1228 170.0 1013 170.0 1315 170.0 2126 170.0 1387 170.0 2550 170.0 1188 170.0 2975 170.0 1629 170.0 MW 170.0 1530 fffUUUW�� .0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1200 170.0 1701 110.0 1322 176.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2592 170.0 On 170.0 3140 170.0 1694 170.0 3589 170.0 1705 0 a Z ' a X .0 1161 170.0 987 170.0 1361 770.0 1118 770.0 fell 170.0 1200 170.0 1842 170.0 1389 144.0 2072 170.0 1471 170.0 2302 170.0 1581 170.0 2763 170.0 1700 170.0 SY23 144.0 1777 170.0 3663 170.0 1700 J ~ -J Q N CD .0 1329 170.0 1144 170.0 1444 170.0 1326 170.0 1859 170.0 1198 170.0 2125 170.0 1853 170.0 2391 170.0 1793 170.0 2858 170.0 1916 170.0 3186 170.0 2125 158.0 1413 170.0 2273 138.6 3413 170.0 2361 Z .0 1417 170.0 1232 170.0 1700 170.0 1431 170.0 7083 170.0 1822 170.0 2X7 zz 170.0 1794 170.0 25'50 170.0 1952 170.0 2833 170.0 2005 160.0 3199 170.0 2338 137.1 3199 100.6 2470 120.0 3199 156.1 2428 1- 17.0 1594 170.0 1400 170.0 1013 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.6 2781 170.0 2271 148.3 2781 16f 9 2333 123.6 2701 140.4 2281 105.9 2781 125.0 2234 02.7 2781 116.0 2100 7, N0.0 1838 170.0 1451 170.0 1966 170.0 IMO 170.0 2X3 170.0 1932 170.0 X21 170.0 2119 151.8 X32 182.3 2245 136.8 2832 146.4 2218 113.6 X12 128.4 2188 00.6 2612 115.1 2120 85.4 2632 196.3 2096 X 12061 170.0 1771 IM.O 1508 170,0 2126 170.0 IVA 151.1 2252 159.0 1091 135.1 2152 141.1 19144 120.1 2252 1272 1918 104.1 2252 118.1 1915 00.1 2252 99.8 1811 77.2 2252 08.0 1836 67.8 7152 61.1 1608 X 144 In 125.1 1584 1X.8 1415 104.3 1584 106.1 1420 6050 7584 91.5 1107 762 1664 80.7 1300 80.5 1501 7231 1373 62.8 1504 65.7 1368 62.1 1661 58.0 1330 14.7 1681 192 1305 39.1 1581 MA 1263 Q•.LV � O (7 TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: � It Anchor CapacityTable @s ANCHOR CAP.,„,,,,,, 8uMaate: 2.71 Ca 101 3.61 Don.. HOW CMU Feed CMU PT Wood MOW (DP.)X( )=ANCHOR CAP-,„ 5118•Elm 144.88 Elm 6/16•Elm 174•SS Elm #to S" 9123 912 Sleel MULLION CAP.,".,,,, Anchor Clip Patterns Aic0.vr Tf' 311C Elm Uar•eon 1/4•Eloo Ill9ecgl UW*11on 3116•Elm Uluaoan vee Elm UlDacon A00masror UhIsom AlInGster Sow(G5)Sc"(G5) Sorcw(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edpe 0ta1*r.e On): 1• 2-1r2' i• 2-12• 3-1/8• 1• 2-1/2• 1• 2-117 7 3416• 2• 0.46• 0.54' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN Embedment 6n7 Iar4• 1-3/4' 1-314" Ian• 7 t-1c 1.00 1-1W 1-14• t-174• 1-1T 7 tare• tare• wee ACTUAL PRESSURE REQUIREMENT FOR THE 2AMha.Q4.76•Mb.O.C.161•nderdwO9ael CWfff9.182): 300 be 36.100 450 b. ON be 1644Ica 270Ibo 200144 35416. 740 bs 374Th. 65416. 946 WS 3111 M. 4421ha f fb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhas Q 4.8•Mm.O.0 7 SWINal W0lba)COP(Fq.11 780111. iso Iba WO lbs 1760 IM 323216. 540lbs 500 Ibs 708 lbs 148011. 7481ba 1272lbs 1892IM 60210. 08516. 1120 b. CAPACITY(FROM THE TABLE)OF THE SELECTED $AmfmQ 1.71'Min.O.C.I Sbndrd(cr06N)Cfip ffh.41 11801bs 140016. 101016e 2595 lbs WA WA 940111. WA 1965 I. WA WA WA 13636s 1770 as 2240 lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amb-Q 3•Min.O.C./R12.5 Anpb Cape/(Fig.5C 780 The 780 a. 080 bs 1560 Ou ISM ba 540 b. 500 The WA 70016. 74816. 8w 1116 1002 lb, 882 ibe U51hs 1120 Th. CAPACITY WHICH MAY BE USED TO QUALIFY 8 Amth Q Y Min,O.C.1(2)2x6 ANIG CSP*/(Fp.BY 1550 lbs 1660 Iba 1300Ibe 3120 IN 37921b* 101011,11 11201. WA 1520 Th 1496;b. 1780 lbs 376416. 1363 bs /744 a. 2240111. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anct-Q 1.5•Min O.C./(212x5 Angle Ops/(Fp.71. 16M b* 2100be 1440 be 37801he WA WA I=ft WA 1500Ibe WA WA WA 2045 bs 2651 b. 3300 lbs ANCHOR CAPACITY TABLE, RODUCI'RBVISED 4 Arch=Q 1.11•Mb.O.C./Uglp,9rto.125•Alum.(R9.8): WA WA WA WA WA WA WA WA WA WA WA WA WA�411 1{30 bs comply WS witb LbOPlotlde 0 Ami..Q 9JN•Min.O.C./UCllp,66.125'Akm.ffm.9): WA WA WA WA WA WA WA WA WA WA WA WA WA 2851 be 1--2.000'--1 u0dlna�• ��Q 2 A.chon Q 4.W Min.O.C/F•Chp fig.10) 39016. 396 b. 4U b 896 b 1810 bs 2M Ib* 280 IM 354111. 740IWe 374111. 836166 946 be 3N b 544 bs 1mcwPimc•N0 4 Amhm01.71•Min.O.CJ F-Clip fig.117 500 Ibs 700 Nu 505 bs 12981De WA WA 470144 WA 533 I WA .WA WA 602 bs . 1120 bs .260' DatO s� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: - .liemi Dale Ploduu Conno FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES; FIGURE 9:FIGURE 10: FIGURE 11: 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. • • • • • LINF-AR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- 2) `a�,••�\CEP:SF '•.'Q • • • •• • 6.000" • • • • • •. • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 58705 • 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - i -- ANGLE ,-O••• JS' (J1` • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED f)•'•• S"ATE f .•.��` (FIGURES 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 606376 AND BE A MINIMUM OF.125' MUST BES TO BE A MINIMUM GRADE 33 ��'�F`SSI %-, L?� -• • • • • • • • USED IN BEAT LEAS12b'CK STEEL THICK AND.0381 .031 ANCHORS INTO METAL SHALL EXTEND AT LEAST STRUCTURAL REW STEEL TO -`1 PAIRS. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 2'X 8'X 25' A.LYNN ddILLER,P.E. MULLION FL P.E.#58705 TABLE14A + Mullion Capacity Table Ibse Opening Width(for vertically-sparvling mUllons)or Opening Haight(tor hod rda9y-spaMrlg mullions) C 0 50 In wn 70n eon 901. 1o9n 12oIn 1401. 1661n $ Rwe'swar Trolr7dare. R4ctareUar Trop7rlang. RectenguNr hapTdare. ReclarOwar TropTnere. Reotaryp6ar Trop?darg. Recbreu4r -Tro1VTdare. Reclan9uler TropTdarlg. Redareulaf 7rep(dare. Rxroreular 7np7Mre_ LL 1,26`x 2.11" L za Loaare LoaAre Loading Loedkv Loatlfre Loedre L4edkq LoWre Loadre Lceft Loming Lowing Loading Londir4 Lmdro t.aatre Loadno �o� ��rrr u x.125"Alum Tube Mull gig � � �• � �' _ 6� 0 � � � � � g t� $ Z � m 421n 144.2 626 167.0 428 1202. 526 145.0 419 103.0 528 138.9 414 00.1 628 134.6 411 801 628 134.1 411 721 508 X134.1 411 60.1 520 134.1 411 51.5 528 134.1 Ml 451 528 134.1 411 40 In 98.6 403 10&0 $33 805 403 94.7 325 59.0 403 86.4 320 604 403 81.4 317 53.7 403 79.1 316 4&3 403 7&6 314 40.3 403 78.8 314 34.6 403 78.8 314 302 403 78.8 314 _ 60.8261n 82.3 382 91.0 301 88.8 361 79.3 281 69.8 302 71.8 288 616 382 87.2 286 43.7 382 81.8 284 41.2 382 83.8 283 34.3 361 61.6 283 29.4 382 836 283 26.7 352 83.6 283 • (n 541n 87.8 318 74.1 267 6&5 315 842 261 48.5 318 67.7 266 424 318 63.6 263 37.7 318 50.8 260 339 318 49.6 240 28.3 318 49.1 218 1A.2 318 49.1 248 21.2 3M 49.1 248 Lij 0 IM 901, 49.6 2b8 63.1 219 41.2 256 46.7 214 35.3 266 40.7 210 309 258 37.2 207 27.6 268 34.9 204 247 258 .33.4 203 20.6 268 32.2 201 17.7 256 322 201 1&5 268 32.2 201 H /0 J J 631n 427 234 4&e 200 35.8 234 39.1 105 305 234 34.7 192 2&7 234 31.6 189 237 234 29.4 186 21A 239 2&0 184 17.0 234 26.6 183 15.3 734 26.5 163 13.4 234 28.5 183 d titin 97.2 213 3a4 189 31.0 213 33.7 179 28.5 213 29.8 178 232 213 27.0 173 208 213 251 170 1&e 213 23.7 169 15.5 213 22.2 187 13.3 213 220 186 11.8 213 22.0 188 Z (n g y� 72n 28.8 170 30.1 165 23.9 179 258 152 204 179 22.5 149 17.9 179 203 147 15.9 179 1&7 145 -1 W 76 n 24.3 181 25.4 140 20.3 161 21.8 137 17.4 181 19.0 135 16.2 181 17.0 133 � 0 o U Z 78n 22.6 162 23.5 133 18.5 182 10.9 131 1&1 152 17.6 129 ~ � Q N O TABLE146 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z r Anchor Capacity Table Obs) ANCHOR CAP.,,,,,,,,,, F X p 314ttrola 2.7k Caltreb 9.ac Cut_ Ho6ba CMU faNl(2.1U PT Wood Mela (DP)X( )=ANCHOR CAP.,,, (/1 �� 5116•Eko 114'SS Ekd 5�16'Eko V4-8G Eko WOSIed #12SIeel 912 Steel MULLION CAP.,,,,,,,, N AMM TYK 3116•Eko UlInIcal 114-Elco UBra:m 3116•EkoUlirxal v4•Ekotakscrn USE THIS FORMULA TO OBTAIN THE•ANCHOR LU (V AnchorCllp Patterns Uarsm ApQaGala Ulkatcn A1ge0lu eclme(Go)Slow 91few(G5) of X `1 Y Edge oatarcepn) r atm r atm 3-1re^ r atm r z-1m 2• s•vs• r 0.46 014' 0.394• CAPACITY REQUIRED'CORRESPONDING TO AN 'D (q W E1111M0flenlM- 1314• 1314• 1•x14• 1614• r 1-v4• 1-w• 1-v�• 1-v4• 1-v4• 1-us• r 13e• 13.6 0a1es ACTUAL PRESSURE REQUIREMENT FOR THE U (V Q 4ArxhM@3'Mn.O.C.1 2(5Aryk /(F'Ig 1) 700100 7BO IDs 6601M 1560 p3 1888 D3 640 e6 S601Ds WA 760 DS 74816e 880Itb teat roe 6821.s 885 D6 1430100 OPENING,WHEN IT IS LOWER THAN THE MULLION CAPACITY(FROM THE TABLE)OF THE SELECTED d MULLION.IT WILL YIELD A MINIMUM ANCHOR to CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. _1286'-1 cbolplyUlg w11h the Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ugdl Cads 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. oRp�r Do _ ( • FIGURE L• , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. C< HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116"11- \,%GEN�5f-�Product Camlrol FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11111 I I)I I I j 17 ANGLE CLIP MUST BE USED IN PAIRS. I -125• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L ��0•,.....,•,�-jj� �i� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED SF••,�4(,p i YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125 1 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28'X 2.11'X.126'MULLION No.58705 ' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. SATE OF • 141� G, SAO......•��• NAI. A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A ® k f,+ Mullion Capacity Table Ibl Rig Opening Width(for wi ica2y-spamlro mdlions)or Opening Height(forhodmrtati4peMrg mWorls) 50 in 801n 701. son 901. I 10043 120M 1401. lapin 51 O Recb.guler Tnotm rp. Rm10nowu Trop/Tden9. Raelenpdn Trep/iaeng. Ree1.0"Iar T.0116.9Ractmw. Tnp/merq. Re"wisr TMOTIleng. Racle.guhr lteprT9erp. RederpWnr TrepRda'a. Reel. . TeprrAenp. q 1.2&'30 Loafing Loedrp Loading Lssang Lowing L"dng Loafing Loedin9 Loadn9 loading Loading Lo.fn9 Loedino I.-Mg Loading Lowing 1o"09 Lading cX O OHO.AL BAYMULL 1 cog l � � a � �_ � _ � _ a 'a $ g z W 421. 170.0 820 170,01 135 170.0 74 170.0 478 170.0 888 170.0 606 170.0 992 170.0 619 170.01 1118 170.0 621 170.0 1210 170.0 621 170.0 1466 170.0 621 170.0 1736 170.0 621 143.1 170 170.0 521 J W 401. 170.0 708 170.0 524 110.0 650 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 t70A 677 170.0 1417 170.0 690 152.2 1671 170.0 680 130.6 1522 170.0 600 114.2 1522 170.0 NO 7 N 50.626 In 170.0 747 170.0 583 170.0 ON 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1642 143 170.0 756 Mai 1443 170.0 756 117.7 1443 170.0 766 102.6 1443 170.0 7W W p U 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 160.4 1353 170.0 837 144.3 1363 170.0 656 120.3 1351 170.0 801 107.1 1353 170.0 881 90.2 1353 170.0 861 M 601n 170.0 863 170.0 701 170.0 1063 170.0 797 187.0 1216 170.0 876 140.1 1218 170.0 a4 129.9 1218 1699 838 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 117 73.1 1218 10.1 913 F• O J J 63 In 170.0 930 170.0 746 170.0 1116 170.0 650 150.2 1160 160.6 973 MIA 1160 169.0 914 116.8 1150 /11.0 696 105.1 1160 1342 885 67.6 1150 128.7 071 76.1 1150 128.2 870 05.7 1160 128.2 870 > 68 M 170.0 974 170.0 789 152A 1048 165.9 881 130.6 1048 146.6 084 114.3 1018 133.1 850 101-6 1048 123.4 049 91.4 1048 116.8 830 78.2 1048 109.4 621 65.3 1046 108.2 618 57.1 1048 106.2 818 Z U 721. 140.6 1180 147.9 764 IVA 890 126.0 743 100.6 NO 110.8 734 4180 sea 100.0 722 78.2 880 02.0 712 70.4 NO 60.2 703 66.7 690 79.2 093 50.3 080 76.6 806 4.0 680 76.4 ON J o t3 Z 761. 119.7 790 125.1 1190 99.6 790 106.4 676 65.6 790 93.3 563 71.6 790 839 659 e6.5 790 78.9 613 69.5 790 71.7 635 488 790 0.1 824 42.8 780 02.1 619 37.4 790 ef,e 617 Q 70 in 110.6 750 116.5 657 92.3 750 981 644 70.1 760 85.9 632 69.2 760 77.1 621 61.5 750 70.8 612 55.4 750 05.7 805 0.2 750 69.4 694 39.6 760 56.2 588 34A 750 55.5 lige Z Q Q 90 In 72.1 667 74A 600 00.1 683 82.8 NI 61.5 603 64.8 437 0.1 681 46.9 476 10.1 683 43.4 186 38.1 683 10.9 482 30.0 1163 382 4S2 26.6 667 33A IN 22.6 6117 31.8 42 Q (b Z � C H W s" O 961. 59.4 495 61.1 43 49.5 493 51.6 435 42.4 495 4.6 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390 Lu g k 106In 41.7 381 42A 353 34.0 391 35.0 318 29.8 381 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 320 ITA 391 19.7 321 H.0 391 17.8 316 m 6 Ill in 36.4 370 302 336 32.0 370 31.p 330 27.6 370 28.6 320 24.0 370 25.3 320 21.4 370 22.6 Me 19.2 370 20.9 312 1&0 370 16.1 305 x w 1201. 30.1 317 30.0 289 25.3 317 26A 243 21.7 717 22.6 280 fe.0 317 19.9 278 18.9 317 17.9 T73 U O Q > Q To Oy O 141. 17.6 220 17.0 203 Z TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: An horCavacliv Table b9 ANCHORCAP.,,,,,, 6.batml. 2.71,Onno t. 3.6k Cann. 14.111-4XIU Fo d CMU PT Wood Mm (DP„)X( )=ANCHOR CAP.,,, 5/18'000 1/1'88000 51WEk0 IM'99EW 9108teel 111211" 91281943 MULLION CAP.,au,,,v, Anchor Clip Patterns AncharType: 3110•EkoUlhoa I....OUltrxa 3116'EkoUltracan 1/4'EkoWlnda Uivxa AgpeOafor Uloan A9ye0alar Scro8(05)somx(G5) serew(os) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Osilint 1 2-w I I' 2-tm 3.1/8• V 2-trr 1' 21/2• r 1 3.1/8 r 0.40' 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embetimef9(Int id/P IJ/4' 1.314• 134' r 1-314' 1-1/4' 1-314• 1.311• 1-314• 1414• r I-W 1-316• 1e6ea ACTUAL PRESSURE REQUIREMENT FOR THE 2Aminr4 QS'Mh O.C./(2)2c5Angle Cei/(F40.17 390 au 7901be 450104 8901bs 1700Iba 2701a 280104 351 IDs 710 ba 7741a 7201bs 9189x 341 ax 44215 50104 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amh-0 3.5'Min O.C.I(2)2s5 AngO Clips/ffb.2): 760 Bm 7801511 7001a 15701bs 2625 as 61010. SBO la WA 1120IN lb. 880Iba 1N21bs 802 ba B85lbs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED B Andm @ 2.71'Mia O.C.I(2)2x5 An9b Clips/(Fig.31 11201ba 1120 a• 958104 22461a 2254 ft WA 40 0s WA 1059lba WA 172p la WA 1022 lb, 1327 fibs 1801ba MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODULT RBVISb'D ANCHOR CAPACITY TABLE. u compldhig=V14 ing with the ku lJe FIGURE L- uorptunm 140^i/ TABLE NOTES: r-r- 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. 19mi a69 Pie cl Control FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR STRIEXACT DIMENSIONS,SEE SHEETS 21-23. .125" \�� ONY LYNN tiJ rig • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �, P�{CN.•'`ICENgF FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' _ No.58705 7't FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125' - 11•: _- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDMULLION O�•.• STAT 15 ddrrF �� • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. (C`s'•.F(OR1D P,. G�\�� ANGLE CLIP(FIGURES 1.3 MUST BE USED IN PAIRS. > s!�nrnt.e>a A.LYNNIMILL�R,P.E. FL P.E.#68705 TABLE 164 � C Mullion Capacity Table IbsW) Opening Width(forvedicaliy-sperr l ml4iorn)or Opening Helght(for horimrts"panring na15ons) r! c' 50h so In 701n 801n Coin 1001n 1201n UO In 16010 b` Redangulr VWTdare. ReCWgrlr Trp/rdeng. RectmpAr Tre{MNV Rectangular Tre077danp. Rectangular TepJlarq. Reclenolr T.P(Manp. RechnWr TWrdanp. RectanWr Tnp✓IYIOW. Rwbnw Trep/OlMo. 511 3.26'46 Loong Lwdinp Leading Laedinp Loadnp Le.di-0 Lwding Lpdin0 InednC Lceding Leadre Load'n9 Loadre Loadng Loedin9 Ladn9LID Loadire Leading BAY MULL 11y 11 4�4• �4� � � N m hi ki 0 SS 6 85 g z o 421n 170.0 620 170.0 435 170.0 741 170.0 478 170.0 888 170.0 608 170.0 982 170.0 519 170.0 1118 170.0 521 170.0 1240 470.0 521 170.0 1485 170.0 521 170.0 1735 170.0 62i 160.3 1871 170.0 521 J W [12 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 061 170.0 1276 170.0 677 MA 1417 j170.0 680 )83.7 ta37 170.0 Beg 110.3 1837 170.0 M 122.8 1837 170.0 080 In 170.0 747 170.0 553 170.0 Bio 170.0 031 170.0 1018 170.0 634 170.0 1195 170.0 723 170.0 1315 170.0 747 170.0 1{w 170.0 758 147.1 1662 170.0 766 126.1 1552 170.0 756 110.1 1552 170.0 750 W KO 8 00 170.0 787 170.0 812 170.0 956 170.0 801 170.0 1118 170.0 764 170.0 1275 170.0 003 170.0 14M MA 637 156.2 1455 170.0 056 129.3 1165 170.0 881 110.8 1455 170.D 881 97.0 1455 170.0 681 j M 170.0 065 170.0 701 170.0 1083 110.0 797 170.0 1210 170.0 870 167.1 1309 170.0 914 139.7 1308 170.0 CD8 126.7 1309 163.fi 9w 1w.0 1309 157.i 982 89.8 1309 157.1 882 7a0 1309 167.1 862 F J 170.0 930 170.0 745 170.0 1116 170.0 050 162.9 1217 170.0 910 112.5 1217 1w.5 967 128.7 120. 162.8 985 114.0 1247 1{!.9 952 95.0 1247 136.2 038 81.4 1217 135.7 935 71.3 1247 135.7 935 s 170.0 974 170.0 709 170.0 1169 170.0 903 148A 1100 183.7 985 120.0 1190 147.0 945 115.4 1190 136.5 028 103.9 1100 128.4 014 88.8 1100 119.5 898 74.2 1190 INA 003 64.9 1100 116.1 893 Z �� S161.8 1010 189.8 877 134.7 1010 /34.8 859 115A 1010 127.2 $2 101.0 1010 114.7 B28 see 1010 105.0 617 80.8 1010 98.9 607 67.3 1010 00.6 795 57.7 1010 67.8 790 60.5 1010 87.7 789 [47.9 908 143.6 792 114.5 906 122.0 775 08.1 908 107.1 761 86.9 we 913.2 749 76.3 am s52 738 88.7 908 82.3 729 57.3 908 74.7 716 49.1 We 71.2 710 42.9 906 70A 708 Q r 881 132.5 754 105.9 881 112.5 730 90.6 881 98.6 725 79.4 881 66.5 713 70A 861 81.0 703 030 a81 75.4 0w 53.0 861 05.1 681 45A 861 64.5 675 39.7 MI 03.7 612 Z Q Q 0 648 85A 574 88.9 648 72.1 5w 69.1 810 02A 554 51.7 816 58.1 545 480 046 50.9 537 41.4 616 47.0 SW 34.5 818 41.6 519 29.5 616 30.2 611 25.9 810 30.5 507 Q W 1701 608 56.6 588 69.1 499 48.7 666 51.4 491 42.8 688 15.8 483 37.8 fi6B 41.4 478 34.1 585 36.1 470 2a4 688 334 4SB 24.3 568 90.6 452 21.3 580 247 347 n 405 39.9 449 41.2 399 34.2 449 35.7 393 29.0 449 31.7 3W 26.6 449 25.0 362 23.9 149 20.1 377 20.0 119 Y1.7 350 17.1 449 20.4 361 15.0 449 18.9 350 Lu n 385 38.8 425 37.9 379 31.6 426 32.8 373 27.6 /26 29.1 387 24.6 425 28.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 426 18.8 343 0 (0n 331 29.1 3w 20.8 325 24.9 364 25.8 321 21.8 381 22.8 317 19.4 361 20.5 913 17.5 361 fE.7 30D OIn 233 16.0 253 17.1 230 of TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: F$ � Anchor Capacity Table Ibe ANCHOR CAP.,,,,,,,, -''-' 8ubiretc 2.7k Cache 3.6k Conc. Rd-CMU FEW CMU PT Wood MINI (DP,)X( )=ANCHOR CAP.,,, 5116'Ebo 1/4'88 Eko 5/18'Eloo 1N'SS Eko 610 Steel #12Stee1 8128fed MULL ION Anchor Clip PeSems And-Type: 311W Eko Utnnen 1N'Eke Uxm. uYecm 3118'Eko Ulvxan 1/4'Ebo 1119ecr1 AppaOela ..n A9preOelor straw IGS)saran(GS) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Oiale.oe 0ni f" z-1rz' 4' 2-la' 7.118• 1' 2-Ire r 2.14'4' r 3.1/6' r 0.40• 044• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment pny 1.31• 1-31' 1814• 18/4' r 1404' 1-1N' 1-1A' 1.1N' 1-1N' 1-114• r 13/8' 1819' wdea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anetcrs Q 5'Mtn O.G/(21215 Angle Caps/(Fq.17 3901bs 9901be 450 roe 89015 11001w 270Iba 2808xi 354 em 74016 3741ba Mo 9w w61e 341 1s 442 en 560 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchae Q 3Y Min.O.C.1(2)2x5 Angle Clips I(Fig.27 780 Da IBD Ibe 78D Ibs 1870 8kt 25251W 5101a 560 ale WA 11201e 748 lbs 8801bs 18B2IOs W21ba 88516 1120106 CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Andras 0 2.7t-Min O.C.1(2)2x5 Angle Clips/(Fig.3k 1120165 i120lba 058 be 22461Ds 22541bs WA 840 W WA 10591be WA 13201be WA 1022 Ne 1327 r0s 188010a MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. complying with the Find" Building flcds 11 .� O TABLE NOTES: AuxpvalC9 Tb / U i 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. Mi Product0onad FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ;� \\Q •......•Mq� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125'Q0.AY �'�.•' \GENSF '•.F� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. F•' '•.�Y 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED - ' N0.58-/05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED -a YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEELSTUDSTO BEAMINIMUM GRADE33AND.045THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT tb�/-,((/ LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND O'� '•.,FLORIOp;.•' �� 0 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. %�S . . �G ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /Sr/�NNL A.LY�Il3 MILLER,P.E. FL P.E.#58705 I-1.000•ti I-1.zso•�1 � 1.000• �-- � 1.000" Ile r-- -{ 1.000' 1.000 f- 1-1.266-1 .1z5• �o 125' T y 2.750' 2.750' .125' 3.125" .125" 3.188' I r! .125' .125' .125" 2.0100• 2.0100" 2.116" N L 125' L 650" 285" I .125' Z N rc m N •� .600' L o } 3 f 3 F T T .goo• T w 1"X 2•X.125•MULLION 1•X2'X.375'MULLION 1"X 2.75'X.375'MULLION 1'X 2.75'X.850'MULLION 1'X 3.125'X.5'MULLION 1.25'X 3.188'X.265•MULLION 1.28"X2.11•X.125'MULUON O Q, 8063-T6 ALUM. 8063-TB ALUM. 6083-T8 ALUM. 8063.76 ALUM. 6083-T8 ALUM. 6063-TB ALUM. 6063T6 ALUM. XSECTION X-SECTION XSECTION X-SECTION XSECTION XSECTION X-SECTION W O CO Z U {-�{�--.125' -�{x.125' �{1--.12b' y Z) Ir TABLE A Z W�S r 2 STANDARD CLIP I 2X5 ANGLE CLIP Dimension Value an) For Mullion: �? 6063-76 ALUM. 6063T6 ALUM. O w 2.000• 2.126' 000 X-SECTION U-CLIP XSECTION Z 2.000' A 1.825 J d 1 608376 ALUM. 1"X2'X.126" Q J .125' X-SECTION I '126" B 2'� Aluminum Z U Q O L C 0.895 Tube Mulion Q Z r D 0.740 A 1.125 Z god .125 8a .740• - B 2.404 1'X2'X.37b" w 0 Y Y 5.500 Aluminum r (n fn CUTHERETO .375' C 0.635 Tube Mullion ~ .375"_ 3.125'- --�_CREATE FL'LIP,SEE MIN. @ I�---5.000'1 U Q U O MIN. � DETAIL F.SHEET4 � I .375'MIN. I-- rB 0-4� � Z�� FCENTEROF MIN. 3.000 1•X2.75"X ------ ------I A U-CUP A F---- --�--i L- -----� r--------� 6063T6 ALUM. `- -------------------' 2X5 ANGLE CUP 0.757 .375 Aluminum TOPVIEW 808376ALUM. 1 116Tube MUIBIMTOPVIEWSTANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .450 Mln. 6083-TB ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THECENTER OF ANCHOR HOLE MUST LIE TOPVIEW R ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR1'312 1'X2.76'X WITHIN THE DASHED BOUNDARY.SEE HOLE DIAMETER:ANCHOR DIAMETER+III W. B 3.000 .650" SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 AIUmIRum DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 6-17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLE RODU(.TREVISBD DISTANCE.MAXIMUMPOT Part# A 2.000 +cortVf)irytwlW the Nbrida ANCHOR HOLE 1"X 3.12b'X 5.500• .375• Mull Dimension(sheet#) B 2.837 a0ding OnN DIAMETER:ANCHOR Mullion Std.Clip OReet Clip U•Clip Angle Clip .b00'Alum No .375• MIN. DIAMETER+1/16'. C 0.883 MIN. 1"X7'X.125"(5) 68805 666113M 6661118M 666243M 666511M D 1.137 Tuba Mull r ate .:. ---- -------r-------"-----, 1"X2"X.375"(6) 888008 868114M 8861118M 886244M 866512M A 2.826 fuml adePtodudConirol � 1"X2.76"X.375"(7) 66607 666115M W61120M 666246M 666513M B 3.262 1.25•X3.188' I I X.285'Alum I 1"X2.75'X.650"(8) 68808 688116M 6681121M 666246M 666514M C 0.862 Tube Mull ` LYNN 4" --- ---, D i e D 1.762 `\ONy ......, 1 I I 1 1"X3.125"X.5110"(B) 66637M 6661116M ON1114M 668242M 666515M ��'`.•''��GENSF '•.•9 1.26"X 2.11' XS' 1.25 X3.186"X.265"(12) 68641M 6661117M 8861113M 688241M 666516M A 1.813 .121'Alum x `------ -----' ir: No.58705 1.28'X2.11"X.125"(18) 69370 NIA N/A WA 666517M Tube Mull - -� OFFSET CLIP NOTES: -TI•'• �• r �+'( S� Ji z 125 806378 ALUM. �� ST TE OF /(/� TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �.•'•.,FCOR\OP,.•'G\CN .740'+-�--i ..... 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS R ANCHOR O.C.DISTANCE. ",'9/0NAL 5870 A.LYNN MI P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5870 FL P.E.# 5 1.00D• 1.0DD' 1.062'+1 II. 1n. .063'a2.625" • ' 125".082I438I4.000" -.125'STANDARDOLIP4.000' 4.000' 2.000' 2.126"8083-78 ALUM. 2.000' 2X5 ANGLE CLIP125" XSECTION U-CLIP 8083-76 ALUM. LO1 I 6063-TSALUM. X•SECTION 1 A .125' N.125' .125' .126• XSECTION 771MM U) B 8 Gln.031 r ZB.125'125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE '155 ' DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE j S ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m U) J HOLE DIAMETER:ANCHOR DIAMETER+1178•. LU O O 1'X4'X.125' 1'X4'X.376' VX4'X.375' 5.500" 0] Z M I_ MULLION MULLION 'T'-MULLION CUTHERETO 5.000' 375' Q to J 6083.76 ALUM. 6063-TB ALUM. 8083-TB ALUM. 376• 3.125' y_CREATE F-CLIP,SEE '376" -- --�MIN. y J X-SECTION X-SECTION X-SECTION MIN. f DETAIL F,SHEET Z � w9 A 1.250' .376' r --------I 375' F3 r_______l I r_______� CENTER OF MIN. BWJ ANCHOR HOLE j I Z 1.250' t250' I I ( I 1 I MUST LIE WITHIN I I J '� I I I I THE DASHED r I I I I I BOUNDARY.SEE j j j 0 N p I I F a I __-_ _ _ SHEETS 5-20 FOR -(__ _ I 2.875'F 1 I I I � THE ANCHOR O.C. F I _ _i � F Q 3.94' i i I i F I DISTANCE. i ; N Z 1 MAXIMUM to _ 3.250' 3. I I I I ANCHOR HOLE 1 I W O Y Y I I I I I DIAMETER: I 1 J j .100' 00" .100' L �. _______.� �_ _ ANCHOR --------------------- o Q > I DIAMETER III Q Z p Q GLE CLIP COD" � 806346 ALUM. �RO' L4" .624' rt. STANDARD CLIP ULLIP I CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. 6063.76 ALUM. TOPVIEW .820" Il .820" F� -moi .820' F--- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVII:W 1.25'X 3.25'X.100' 1.25'X 3.26'X.624' 1.25'X 3.94'X.624' SHEETS 6-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. _ MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenslon Value On) For Mullion; Dimension Value Pe) For Mullion: BOOSTS ALUM. 6005-75 ALUM. 6005-T6 ALUM. DIAMETER:ANCHOR DIAMETER+1/18. F 3.687 1'X4 F 1.936 1.25'X3.26' X-SECTION X-SECTION XSECTION G 1.000 .126" G 0.500 X.624' 3.469' S,Spp• H 2680 Aluminum H 1.438 Aluminum 1 3.000 Abe Mullion 1 3.250 Tube Mullion 2.861'{ .726' MIN. .375' F 3.767 1'X4'X F 2.825 t.2X X3.94' 1.877 MIN. 7.377' •125' I - O 0.757 .375' O 7.125 X.824' ROAUCT . ___ ___ r_______ H 2430 Aluminum H 1.500 Aluminum aor wIrA wlth th.'lodd/a( �- Tube lion F 2.250 L25'X3.25' F 2.813 30 uIMWI �dNoJ � •�O�• 1 i i i i G 0.760 X.100' F 2.87E 46'Be Mull psi` �. .125' II � - .126' 45'-1- 2.260• 1 1 I I I H 1.500 Aluminml 30' I I 3.250 Tube Mullion Miam a&Pro ucl Cemrol H 1 TABLE D 111 I I I I l l l 3.260'45'BAY MULLION 3.250' I I I 1 30'BAY MULLION 6083-T6 ALUM. _ _____ Mull Dimension POT Part tl `��`CNV 4 NN Mid 6063.76 ALUM. I XSECTION I I (sheet A) Mullion Sid.Clip Offset Clip U-;lip An9k Clip ��`�.•'•110ENSg•'•�FP �� X-SECTION I Q'•'• OFFSET CLIP 1'X4•X.125'(10) 89384 668111M 6861122M SM41M ON518M -k 7 r I I .125" I G 6083.76 ALUM. V X4'X.376'(11) 88510 06112M 6681123M 668242M 660519M No.58705 .228'J �-.981' .226'J �--.981"� TOPVIEW T X4'x.375, T(I i) 08853 1i08112M 6681123M 668242M 666519M _- NOTES: .740' 1.25'X 3.25X.10('(13) 20169 8881127M Seat 124M 8062410M 6MI15M 0- 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 7.25'X3.25'X.024'(14) 20187 tS881128M 8861126M 8882411M 8885118M 0 ...'• S ATE 1.27 X3.94'X.824'(15) 20182 8881117M 6MI126M 666241M 666517M T�.'•.•A(ORIDP;.•'•�,��: 30 Degree(19) 88849 WA WA WA S86S710M 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. S " 88850 WA 6885111M 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. WA WA A.LY�Jr41M1LL��i,P.E. FL P.E.#58705 TABLE E Mull Dimension PGT Pant# (shoot 0) Mullion Std.Clip U•Clip Angle Clip 125" �--.125 2'X4'X.25'(16) 66602 666261M 666271M 6665112M - o 0 2'X8"X.25'(17) 66604 688282M 666272M 6665113M I STANDARD CLIP ucLIP 2x5 ANGLE CUP R8 8083.76 ALUM. 6063-TB ALUM. 6063-16 ALUM. o Y O 2.000" XSECTION 2.125X-SECTION 2.000' In NOTES: XSECTpN N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125" U4.1 -126' .125' MN Wmm DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -� I2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE III--1O (1) HOLELOCATIONS. L1.490""A J LLWl 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. CUT HERETO w u) $ N -3.500'--{ CREATE F-CLIP, I1� 5.000' _375' N oO 0 2.000--1 .376' I_SEE DETAIL F, .37b' I MkJ. Im Z c0 MIN. SHEET4 MIN. .375' Q J _______1I Z� W---__-__ ___I ______ i m p$g o G Z I I J d o 4.000' .- �- -I - - - --I- 3,438' + 3.438' .250- 2'X 4'X.25" I 1 ZO N MULLION I 3.438' I I Q Z Z 6063-T6 ALUM. j I Z.4 pC .O SECTION I I .375 XB I I I L _i MIN. W O - STANDARD CLIP 2X5 ANGLE CLIP U Q 3 U-CLIP,6063-T6 ALUM. Q g 0 0 CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. SED FOR 2•X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 60631T6 ALUM. a Z •250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW bO SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. - d'zR DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE '� ••7 DIAMETER:ANCHOR DIAMETER•1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'. SHEET§5-20 FOR THE ANCHOR O.C. 5.500' 7DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1/16'. 5.000' 2.000'--i .375' 3.500, CREATE F-CLIP, -375" - MI5" rY _SEE DETAIL F, MIN .376' SHEET4 MIN. .376' ---------------------I I I I I i I I I I I eo6>plylny whh the Flodd� I I I I No I I I I I I I I I i Product o6irol 6.000" �, I .250' -I __. _T-- - i4.688' f r 5.438" f + ----- -I I I 1 1 111111N 6.438' 5.438' \ yLYN � 2'X6'X.25' I I I ,�•.-''�\CENSE MULLION I I P 6063-TB ALUM. I - I I _ Ido.58705 XSECTION I .375' //, _- I _ L------------ -� MIN. (/�_ �_ --. __ U•'- AT F STANDARD CLIP U-CLIP 2X5 ANGLE CLIP �:��`S'••F1-,0R1.0 •',G,�`; .250' 606348 ALUM. 6063-T6 ALUM. 8083.76 ALUM. ��i S�ONA� FC �� TOP VIEW USED FOR 2'X B"MULLION.SHEET 17FOR 2'X 6"MULLION.SHEET 17 TOPVIEW /TOPVIEW A.�YI ' NN MILLER,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE 13 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. NO ANCHORS IN HEAD 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 ®6 B --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLtS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED �E4S zt n.ET-L. DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. ` VQ FROM TABLE 3A,SHEET 7,THE V X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETSTHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD NOi BE SUITABLE FOR THIS APPLICATK)N.FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650-MULLION(LENGTH=72'.OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 4' 72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLIONLENGTH 2)USE TABLE 48 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 to V 4 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. a SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W 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 ? _ 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.TH OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W0 O NOANCHO4S al WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: j to .32. 32- J -. F W LL WIDTH (80 PSF)X( 636 LBS\=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENMG WIDTH 72.7 PSF/ m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2318'.THE OPENING REQUIRES 3i # !Z DESIGN PRESSURE OF+50.0/55.0 PSF. � 888 Q � 'd FOR THE VERTICAL MULLION: Z �? O 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"=77.REFERENCING SHEET 25, Q ice` THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND WILL W g o O EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.6 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. cn S g LU (L FROM TABLE 3A.SHEET 7,THE VX 2.75'X.375"MULLION(LENGTH=108",OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-/-15.1 PSF Q' 2 MULLWIDTHAPPLICATION- FROMAND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH=108",OPENING WIDTH=8(r)HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Z�O SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE DETAILS. @$ � 32• FENESTRATION SHEETS 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 PRODUCT'S 2,1 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAJNTAIN APPROVAL THE 73'DIMENSION(36-1/2'+36-1/2"+2"=73'). 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 vERTICALI CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WIRE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` - `- USING THE STANDARD CLIP WITH(8)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1A2'CINES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH �SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. i DETAILS, DETAIL E, OPENING SHEETS 23 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN.THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER RODUCTRBWSBD HOR17 MULLION TYPE COULD BE CHOSEN. _ MUlLX1N T2• � wmplyllywhhtheFb7lQe 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72�+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZ04DALITRIANGULAR LOADING MAYBE UOdlog Oode ,I USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250-MULLION(@ LENGTH=42,OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE occ91m1a tie 1 �� REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.SEE DETAILS. 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' Maul Ade Pro act Control SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8';CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2J (4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 111 I I'11 ANCHOR CAPACITY OF 521 LBS. \�%�Oo LYNN � 38",HORIZ. 36',HOR17. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SNOWS THE ANCHOR ��..• �1GENSE ., IIII.�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 F----OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. - No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; EI 1 S •:'�A +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; fJ'• f b +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ' �1. THE LOWEST DESIGN PRESSURE IS+/.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 'O�• •,.F(OR% .." VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ' ' SS/ ONAk- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLtk,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALTIRIANGULAR LOADING: PW PW 6 PW 1 I �Y 1 Z B m IDH LL SHIDH SHIDH SHIDH SHPW PW Q U)k LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m M ~ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS Gj HINGED j 7 DOOR Z g $ ----- -.-- LOADING OF VERTICAL MULLION PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a c- r PW Z Q N O I xQ o I PW PW H W."�gg.CD PW (D$ S� 9� UJ Z SHIDH SHIDH SHIOH ^ SH/DH I cn yyy I / LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION / ' PW PW � HR I _ I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED I NOTES: RODUCT REVISED DOOR PW PW I i)DRAWINGS ARE 'complyingwhh the Florida uilding 06de L�.�� RERESENTATIONS OF TYPICAL oc�ptancallo j PWCONFIGURAT IDNS. � PW CONFIGURATIONSNOT SHOWN _ MAY BE EXTRAPOLATED FROM Qappp� O O -- THOSE SHOWN. p I 2)IF THE LOADING TYPE CANNOT \\\N", LYNN,."Ilii BE DETERMINED,USE \ ,�\\ •.•��C` / PW RECTANGULAR LOADING. .; JGENSF PW 3)SEE PRODUCTS'APPROVAL FOR �r: N0.58705 ACTUAL ANCHOR LOCATIONS. t� LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS �3TATE 6TISI I .. I LOADING OF HORIZONTAL / A-LYI IIXICI LOADING OF VERTICAL A.LYNN IULE�,.P.E. MULLION MULLION FL P.E.#58705 MAR 20 2015 MIAMI-QADE _' �.__ .......... MIAMI-RADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT Or 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) �"►,w,miamidade.aovleccrneniv Lawson Industries,Inc. 8501 NW 90"'Street Medley,FL 33166 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 perforin 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"La Porte" 8'4" Outswing Glazed Aluminum French Doors--L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"F",dated 03/27/13, signed and scaled by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County.Product Control Approved",unless otherwise noted herein. REVISION 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.124127.23 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 Jaime D.Gascon,P.E. NOA No. 13-0328.11 MIAMI•DADECOUNTY A Expiration Date: June 05,2018 Approval Date: June 06,2013 s !'1 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted wider previous NOA No. 11-0202.03) 2. Drawing No. FD 2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision "F", dated 03/27/13,signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11 3201, issued on 01/06/2011,signed and sealed by Candido F. Font,P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09 2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F. Font,P. E. (Submitter)under NOA No.10-0128.04) 3. Test reports 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) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under NOA No. 04-0607 04) 4. Test reports on: 1)Tensile Test,per FBC,ASTM E-8 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under NOA No. 03-0219.01) 1 ;A Jaime D.Gascon.E. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05,2018 Approval Date: June 06,2013 E--1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI---02--1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NDA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No, 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-012 7.23) Jaime D.Gascon,P.I. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05,2018 Approval Date: June 06,2013 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control,dated 07/27/10, signed by Ishaq Chanda,P.E. (Submitted under NDA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering &Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09,signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI49-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09, signed and sealed by Candido F, Font,P.E. (Submitted under NOA No.10-012 8.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI44-1377, HETI-02-T095, HET142-T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 81-0" Outswing Aluminum French Doors - L.M.I:', approved on 04/05/12 and expiring on 06/05/13. t z � Jaime D.Gascon P Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05,2018 Approval Date: June 06,2013 E-3 BILL OF MATERIALS 145 1/2'Mox Unit Width ITEM/ DRW'G PART/ REQD. DRSCRIPTION REMARXS Po.�eleVidth lite SPonel�Vidth 1 L-901 LII-098 1 FRAME HEAD 6063-T6 ALUMINUM ( 33 13/16' max. ) A C 35 3/16 max. Al 2 L-902 1-11-097 I FRAME SILL 6063-T6 ALUMINUM _ J- 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 5' BSB' -r 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-TS ALUMINUM Mn N 10 5 L-906 1_11-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-76 ALUMINUM a SEE ALTERNATE BOLT—/ 2S' 6 L-907 LII-091 1 x panel HINGE STILE 6063-76 ALUMINUM OPT AT SHEET 7 L-905 1_11-094 1 x Panel LOCK STILE 6063-T6 ALUMINUM 3 (6 / \ Max. DLO Vidt 8 L-909 LII-095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-TS ALUMINUM J / \ J 9 L-911 L11-085 AS RED-D. 1/4 ROUND ALUM.BEAD- 7/16' 6063-T5 ALUMINUM to;v.J. 10 L-912 LII-087 AS REO'D 1/4 ROUND ALUM.BEAD-3/8' 6063-75 ALUMINUH W C D E /. \ D // C2 H FO-624-2 L-908 2 x pones HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VVS-001 TP 3286 AS REO'D. Bulb Vinyl Wts'p.-Tenn Plastics,Inc.See Material Composition at Sheet 6 a s Active Inactive ib" 13 PVS-o01 • AS REQD. VTS'P.8 TOP/BOTT.RAILS Schlegel FS-.187'..X.210'h. Z 'y.r, _ 14 PWS-002 • AS REQD. VTS'P.P FRAME HEAD L JAMB Schlegel PB-.187'..X.330'h a 0 a` 10 et N O •�`'o N b 6 1/2' 6D q 15 L-910 1_11-089 2 x panel STRIKER MOUNTING PLATE 6063-TS ALUMINUM v\ e e dead-bat e 16 FO-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 3 J 3 n z Sidelite s 17 FD-631 LII-086 AS REQD. GLAZING ADAPTER 6063-76 AL(M1NLM i /,- �/,j� /: 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (W TOP L BOTTUM OF LUCK STILE) o" Na, /�j� Yom' II 19 FD-621-2 HC-024/025 t SET DOOR LOCK/ DEAD BOLT SET KVIKSET -Series 6907 COMBO /j 20 FD-621-2 HC-024/025 1 SET DOOR LOCK/ BEAD BOLT SET SCHLAGE SeriesF0350COMBO DDUBLM Sidelite 21 FD-621-2 MC-024/025 1 SET DOOR LOCK/ DEAD BOLT SET DEFIANT - Series 831 COMBO RBRBUUA I1_ SEE//ERNATE BOLT 22 w FS-035 AS REG-D. Frwne Install.Screw -Head 5/16'-TAPCON(See Notes) D OPTO AT SHEET 1 23 . FS-035 AS REO'D. Frame Install.Screw-Jonb/Sitl 5/16'-TAPCON(See Notes) ---- ---- -- ---- ------- --- -------- --- ---- ---- 24 FS-026 8 FRAME ASSEMBLY SCREW 612 X 3/4'PH.-PHI ( 1 25 FS-0l2 AS REO'D. JAMB ADAPTER SCREW 61D X 3/4'PH-PHI. 1nEa7 5 B 5, 26 FD-634 LII-171 AS REO'D. 1/4 ROUND ALUM.BEAD-11/16' 6063-75 ALUMINUM 6. ANCHOR NOTES: I' 13 1/e• 6' 4 6' 6' 6' b• 27 FS-043 8 GLAZING ADAPT.AT TACH.SCREW R8 X 1 1/4'FH.-PMI. 517./4 nox.o.c. 1/ 1/4 5 3/I• 1. SEE ELEVATION AT SHEET 1 OF 6 FOR (at sidelite> 3/4 12 3/4' 4 uC 4 1/2• 14 1/0' 4 28 • FS-049 2/Pone) Double Ron Assembly Sc... 3/8•x2 1/4'Hex Screw L Nut ANCHOR O.C. MAX.,SPACING AND LOCATIONS. (n y.ac.o �� nox.o.c.o 29 • AS REWD. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 2. SEE SHEET 4 OF 6 FOR INSTALLATION act t panel) Inactive pan 0 30 AS REO'D. NEUTRAL CURE SILICONE Dow Corning 099 FASTENERS TYPES. 3. SAME ANCHOR SPACING 0 FRAME HEAD& SILL "OXXO" EXTERIOR ELEVATION 31 AS REWD. NEUTRAL CURE SILICONE Trenco S-500 32 AS REO'D. Laminated Goss see Pg.5 Dupont- Sentry Glass Plus NOT63: NOTES. t). QUALIFIES SINGLE &MULTIPLE PANELS(SSE ELEVATIONS). 33 AS REO'D. Laminated Gass ser Pg.5 Dupont-PVB 1). 7H15 PRODUCT 5 DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). QUALIFIES UNITS WITH AND WITHOUT SIDSLITBS 34 AS REO'D. Laminated Gass se P 5 SaFlex-PVT 2. GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF • e g" 3). MAX. PRAMS 512E 145 1/2"w. X 90 3/4"h. OXXO ) THE FBC 2010 CODE. 35 w HC-002 2/Panel PANEL ASSY ALUM.PLATE 1 1/2'x 2'x 1/8'(6063-T5 ALUM.) 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED N/SILICONE. 3). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 36 HC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8'Dio:200 Rod,Plate,Flange Nut 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS LOAD TO THE STRUCTURE &TO BE REVIEWED BY BUILDING OFFICIAL. 37 FS-011 B HINGE ATTACHMENT SCREW 610 X 3/4'PN./PHL 6). MAX. DAYLITE OPENING WIDTH = 25" 4).ANCHORS SHALL BE AS LISTED,AND SPACED AS NOTED ABOVE AND ON 38 FS-044 12 SIDELITE ATTACHMENT SCREW 610%1'PH/PHIL.-(17.OC Mox.) 7). MAX. DAYLITE OPENING HEIGHT = B3 1/8" DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 8). SEE ELEVATION AT SHEET Iof6 FOR MAX. ANCHOR SPACING BEYOND WALL DRESSING OR STUCCO. 39 HC-006 2PPDSOBGI 6/Jamb 1/2' Dia.Hae Plug-Nylon 6-6 MICROPLASTICS -Rockwell M-79 9),ALL DIMENSIONS SPECIFIED ARE 1N INCHES 5). SEE NOTES O SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 40 HC-007 &2PPOS7BGD 2/Panel 7/8' Dia.Hae Plug-Nylon 6-6 MICROPLAST[CS -RockweU M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 41 HC-010 1/BOLT FLUSH BOLT Sill Plug-Nylon 6-6 SUNCOPLASTICS Inc.Rockwell M-79 ARE NOT PART OF THIS APPROVAL 4- L-913 LI1-086 AS REO'D. 1/2 ROUND FALSE ALUM.MUNTIN 6063-T5 ALUMINUM pRODUL-TRBNHWFD LIMITATIONS: 43 • • AS REO'D. INT FALSE APPLIED MUNTIN 1.25'X.022' S70CK ALUMINUM as emplybawith"Flo" 1). MAX. DP = 186 PSF W/(4) Surface Bolts&Gloss Types A.8. C& D. 44 L-915 FD-623 AS REO'D. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM- 4'lorg BuiWme Cq� 'J- �g (SEE LOCATION DETAILS*SHEET 3 OF 6) Acae;!C'No 2). MAX. DP = 176 PSF W/ 2-Point Lock(active)+ (2) Surface Bolts at Inactive 45 L-916 111-117 AS REO'D. FRAME LOW SILL-OPTIONAL 6063-75 ALUMINUM FJDaIe �/p 3), MAX. DP = 176 PSF W/ Flat Sill& must be Used where water infiltration is 46 FD-635 HC-050 1 TWO-POINT FLUSHBOLT LOCK OPTIONAL (FOR ./-76.0 psF DP) A J,S S A not required or opening is protected by overhang ratio greater than one. PROF�$IONAL ENGINEER �7 4). MAX. OP - 186 PSF W/Multi-Point Lock (1-active)+(t-possive) of Inactive 47 FD-626 FD-626-1 2/Pone) FLUSH BOLT GUIDE ALUM.ANGLE 1 1/2'x 1 1/2'x 1/8'Alun.6063-T5 FL Yi)C 'f Ob226 1 DadSP10&� 0. 1.-64L 7 FD-627-1 2/Panel Joint S Lock Bolt Guide ANGLE 3'x 3'x I 1/2'x 1/e'Alun.6063-T5 Revision Notes: T �® 7B T FLORIDAx AS RED'D. Joint Sealant-White Colored 'Purvis Co'Super Seat Radiad to comply w/FBC2004-11/01/05 L 7d 1\®// 8501 NW 90th St. 8 HC- 1 SET LOCK ACTIVE HANDLE L TRIMSET ASHLAND NW5201A-A (�2 .i(: -'.. Revised to rnmply w/FBC2007&added MEDLEY, 33166 7 HC- 1 SET MULTI-POINT LOCK ACTIVE ASHLAND NW5110-STACT5 y � '��. Insulated Of...01/22/10 IND 1_7 ST R I E S, INC.7 (305) 696-8660 0 HC- 1 SET LOCK PASSIVE HANDLE L TRIMSET ASHLAND NW52OIA-P f '*CAshland Mull-Point Look 01/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CUSS DOOAS i ( = Revfsed to comply w/2010 PBC anwv 4Tan: h.( w..d rlkaertw sm4../Mwa 7(mv aMw 9 HC- 1 Spa MULTIPOINT LOCK PASSIVE ASHLAND NV5110-STPAS4 /� i;, .) e NOA APPROVAL mPACT FRENCH DOOR I OF 6 .. 41 HC- 2 x panel Mut H-Point Lock Bolt Guide NYLON 6-6 Rockwell M scale 79 '-., ,'j ` - `v� snu,.a ay: Oak CNsbl FS- 4/Guide Bat Guide Attachment Fastener M6 x 1/2'P.H./PHIL- it .N./PHIL Nelson Erato 01/27/11 "La Porten Impact" French Out—Swing Door elate Mwn 42 HC- 1 x Lock Lock Top Haunt Adopter NYLON ADAPTER 57 FD-643 H:- 1 x Lock Lock Bottom Mount Adopter NYLON ADAPTER 'tis ,•';'. y,�..n7��` 8t1N:n t• N.J.r wn N,wws..: a..v4ne Rv.wE.r: f0-2003 R.wbm L..vt•p- DATE_•:... "'GUiaSY 110 7/0'Nox Unit Width 73 5/16'Nox UNt Width 70 1/2.'Noz IMIt Width 38 5'e.No. 36 a/D%UMI VidthpNoz Stain E ALTERNATE Tth SEE ALTERNATE LT 5[E ALTERNATE RpLT I �--SE�ALTERNATEq`�{LT- Pon91 Vidth � AT SHE T PS*InonelDVWth 3 6 A7 SN MdeYdth A 3Pof 6S AT$MEET I �/ 3Pof 665 AT SNEGI C 35 3/16" naar! VIS . /16' ox ��III(({ I't LA 1 A I Nox.2D5i tat 5`, II I Nox.20. vlat II 1 ; II A I iu II I �II DII II �� PII BII P � I BI I I G1= r� i%�i I i%�% %.i i%:% ' r e r._ i%�% I r a to CT I I �t J I << Lr N o x 0` O x II �I Inactive �I �I G z h c I I� G c a Acjive o v d Active I) JI Ac�tKe 3 v r a E Acyive N I OT TOM i / Ii I BOTTOM ITT a`i I Pc 11= I) I II All II , IgIL_ II II RAIL B I II 1 Bfl/I IT -- 1 ggEE ALTERNATE SOLT 5[�AL}ERNATE BpLf \ SEE ALTERNATE T 5[(ALTERNATE BOLT OPTIONS AT SHEET OPTIONS AT SHEET `OPigNB Al SHEET OPT67N5 AT SHEET 3 o16 3018 3016 3016 "OXO" ELEVATION "XX" ELEVATION "OX" ELEVATION "X" ELEVATION "0" ELEVATION 1451/2'Nox U.:t Mdth APPROVED CONFIGURATIONS SEE ALTERNATE BOLT OPTIONS AT SHEET Siaelit t 3 o/6 Swin( P-01 13/6ne Poi gVxith "LaPorte"IMPACT FRENCH OUT'SIfINC DOOR - DESIGN WAD CHART 13/33 16' nx. > C 35 3/16' n¢x. 1. ALL ELEVATIONS AREA GRAPHICAL REPRESENTATION n A VOWED FROM THE EXTERIOR SIDE. PANEL WIDTH/NE16ITT NUMBER DP PANEL WIDTH DP PSP) 2. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE -ACTUAL SILB OF CLASS TYPE ACTUAL 31zB GLASS CLASS GLA83 ANDARE AVAILABLE AS OPTIONAL. (INCL ANCHORS'A"k"E' (INCHES) TYPE"B"TYPE"C"TYPE"D 3 ORT DOUBLE RE BOTTOM LE WII.STH SINGLE BOTTOM RAIL WIDTH• HEIGHT • /JAMB +/-(PSP) WIDTH• +/-(PSP)+/-(PSP r/-(PSP) i II 25 4. OU SWING DOOR WITHOUT INSECT SCREEN, 10 1/4" S 186.0 Il 3/Ib' +76.0 •76.0 +76.0 'Mex.DL wtlt 16 1/4' 5 ±860 17 3/16' ±76.0 ±76.0 ±76.0 .c 22 1/4• X77, 5 ±86.0 23 3/16' !76.0 x76.0 176.0 •y C I D I� BII \ D II y 28 1/4' x157 5 +86.0 29 3/16' •76.0 +76.0 +76.0 j/�� %/�� % 30 4• 5 386A 31 3/16' :76.0 m76.0 376-0 c L mr .@ 34 1/4' S 35 3/16' +76.0 ±76.0 ±76.0 x 0 i� II II II jo 10 1/4' 6 ±86.0 II 3/16• ±76.0 ±76.0 ±76.0 n [a I II II Ct1Ve II m14 PRODI]�RHNBWPD 16 1/4' 6 186.0 17 3/16' ±76A ±764 +76.0 °f Active I` I) nbomplytrlg v7ldlthe FldlNe 22 I/4' x67 6 •86.0 231/16• •76.0 +76.0 +76.0 w soon %i% / UpUgL MuiWing Codd 2 Q 281/4' 6 ±86.0 291/16' ±76.0 ±76.0 (%j. BOTTOM Aaaptanu No 15- 2O• t 30 1/4• 6 •86.0 31 3/16' •76.0 .76.0 •_76.0 I� % RAIL® Date O - - - )? °� ., 2 (� 34 1/4' 6 ±86.0 35 3/16' +76D •76.0 +760 o By"'"_ / D2�,-�_, •OPERABLE PANEL MUST MEET APPLICA8LE REQUIREMENTS PER BUILDING COOS. AS J.B Miami Dade PTod6N CAmDoi } •()PARENTHESIS INDICATES/OF ANCHORS AT FRAME JWS. 1 II a I - PROFESSIONAL:E.NQINBBR 65522261:.,.. m ti Revision Nolen: T � Revised to comply w/►BC2004-11/01/05 L 8501 NW 90th St. i `•a Revised to comply /FBC2007 k added MEDLEY, FLORIDA 33166 SEE ALTERNATE SOLT T ti :fit Inauhled Class Ol/22/10 INDUSTRIES, INC. (305) 696-8660 OPTIONS AT SHEET i 1. * Ashland Mult-Polat Lock 01/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS 3 01 6 t „OXXO" ELEVATION 1 f /r}1 vind to rnmply W/2010 Pec ca..r nw cww v a.N./Nwo- n.e• sA..o Z •cZ" NOA APPROVAL IMPACT FRENCH DOOR 7 OF 6 ANCHOR NQIES, T A F of � �w.w..s ey: sAM CYUN.o 1. SEE ELEVATION AT SHEET 1 OF 6 FOR Z Y sy'�; Nelson Erase OI/27/11 "La Porte" Impact" French Out-Swing Door ANCHOR G.C. MAX. SPACING AND LOCATIONS. . \`♦+. �""x ev, Neleon Braso Ol/EO/12 2. SEE SHEET 4 OF 6 FOR INSTALLATION r FASTENERS TYPES. `.``�I A41 n t s P FD-2003 "r 5/16' TAPCON W �ISI/2'MIN EMBED. 5/16' TAPCON W/ EE NOTES BELOW FOR SPACING) I 1/2'MIN EMBED. 2.(P.T.)WOOD DUCK INTERIOR SIDE (SEE NOTES BELOW FOR SPACING) 1,111-MAX.S...T1- 3 4 3 LOCK STILE 3 4 16 JAMB JAMB MULLION 19 20 2 5 MULLION 46 6 17 38 6 Active 7 7 Inactive 6 6 17 6 38 12 12 27 39 12 n23 33 Siollelite 36 17 SiolelitI, .7. 1 112-HINIEDGE DI TYP EcIge [Pistance DLO Width1718 9 14 0 14 9 10 Panel Width 27 12 I MIN EMBED @) XTERIOR SIDE O C.ry MAX SHIM 7 Yp "Ono" I UNIT WIDTH MIN EMBED (TYP.) MIN E IB 46 EE NOTES To ANCHOR NOTES INTERIOR SIDE INTERIOR SIDE 1. SEE ELEVATION AT SHEET I OF 6 FOR Active Inactive Active Inactive ANCHOR O.C. MAX. SPACING AND LOCATIONS. 0 18 19 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. PRIDDUICT MMWW 18 18 _FDoimlyh*�O 60 Florida EXTERIOR EXTERIOR SIDE T,NO Active Inactive (ED3 L J L JOPTIONA BOLT TOP RAIL LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK I . I —_@ - Mj"I.DS&Produ CIMI I & FLUSH BOLT EXTERIOR SIDE DITER'.SIDE 6. Active Inactive two-point 5 OR SIDE gg Al 40 1/11' 1 TED IL OPTIONAL SILL 5 V I BE I 1/2�OTESEMBED. 94 (S jL.V EMBED 28 5/16'TAPC INTERIOR SIDE !.BOTTOM RAI TYP ia - Ul t MIN ON W/ EXTERIOR SIDE I .1l.1 LOCATION EE BELOW FOR SPACING) TWO-POINT MULTI-POINT FLUSH BOLT & 011 FIAT SILL NOTE: Es 23 36 MAX.OP- *76 PSF MAX.OP- L86 PSF TWO-POINT LOCK LIMITATIONS: DOORS A SIDELITES WITH THIS SILL TO BE 95 1/4-MAX.FRAME HEIGHT. OPTIONAL LOCK DETAILS 1). MAX. DP = ±86 PSF W/(4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 PST DESIGN LOAD AND 12 Surface Bolts&Gloss Types A. B. &C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE THOMAS 8 2). MAX. OR = *76 PSF W1 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF PROFESSIONAL 9NGINFE Lock (octive)+(2) Surface Bolts 0 Inactive OVERHANG GREATER THAN OR EOUAL TO THE HEIGHT or THE WALL THE DO R IS LOCATED. 2' silt height Reon Note.: SILL 8501 W 90th St. Revised to comply W/FOC2004 -1170,705 Revised to comply w/FBCZOO?&added LA WS ON MEDLEY, FLORIDA 33166 Insulated GI...01/22/10 INC. 1 005) 696-8660 1 •MIA EMBED Ashland Mull.-Point(.oak 01/27/11 MANUFACIVNER OF�.Ifff ALU�M'INVM WINDOWS AND CLASS DOORS TYP Revised to mimply w/2010 FBC 5/16' TAPCON W1 1 1/2'M ; NOA APPROVAL IMPACT FRENCH 000: OF 6 ,IN EMBED. (SEE NOTES BELOW FOR SPACING) Nel.on Era % LaPorte" Impact" French Out-Swing Door @DOUBLE BOTTOM Era 01/ /12 a. FD-2003 IR<vt<w L-i,.r 5/16'TAPCON V/ S/6' TAPCON W/ I I( I/-MIN EMBED. 1 112-HIM EMBED, SEE'BELOW FOR SPACING INTERIOR SIDE: SEC BELOW FOR SPACING 1 7 JAMBT3 INTERIOR SIDE INTERIOR SIDE 3 LOCK STILE LOCK STILE 3 B B 19 20 21 JAM • 19 20 21 LOCK STILE JAMB Zr46,1 6 46 6 _9 30 31 7 6 17 % 7 23 7 39 Active IT I...tiv. Ac ,lve Active 27 17 18 9 1 37 37 12 3 6 27 12 12 E 1/4*— (G§2 @2 �w AX SHIM o 0 EXTERIOR SIDE UNIT WIDTH MIN EMBED UNIT WIDTH --- EXTERIOR SIDE EXTERIOR SIDE 50 51 INTERIOR SIDET 5/16* TAPCON W/ 5/16'TAPCON W/ MN eba,as, 1 112'MIN EMBED. 2.MIN. 1 112'MIN EMBED. LOCK STILE 3 4 56 57 SEE NOTES FOR SPACING) IST SEE NOTES FOR SPACING 19 20 21 MULLION INTERIOR SIDE t,Q 7 TIP PRODUCFRENBWED Ac WOOD (P.T.) 4 38 29 0 31 7 6 0 complying williflis,Florida BUCK WOOD BUCK 12 BuIldinsCIDde MIN.fEMBE .` WOOD BUCK t o Acceptance r Active SicIeIIteiE`pk*ki3O,"_ f MAX. 1 17 LOCK STILE 12 I/.'MAX.SHIM TIP. IDS& act COA HEAD �4 SHIM TYP. HEAD EXTERIOR SIDE Al G3 H3 12 22 13 8 2 9 10 12 INSTALLATION FASTENERS NOTE 8 Sidelite "Uc�M1 FASTEN LENGTH GTH Attachnent Scre, I, C 6 sc,e.,e each aide of je.b., 16 31/2' Long TAPCON(-) 27 &_ -12 total Per Sidelite EXTERIOR SIDE SILL: 5/16"' X x 2 1/4" /e L..9 TAPCON(-) Is INTERIOR SIDE INTERIOR SIDE JAMB: 5/16" X 2 3/4" Long TAPCON(-) 50 51 MULLIONS: 5/16" X 2 1/4' Long TAPCON(-) 52 53 UILDEX 9LAM ATE GLASS ? w 9 10 LOCK STILE "2X BUCK'=�,=FAST ENER LENGTH L3 x 0 HEAD: 5/16" X 3"Long TAPCON(-) L;EXTERIOR SIDE 56 57 SILL: 5/16' . 2 1/4"Long TAPCON(-) JAMB: 5/16" X 2 1/4' Long TAPCON(-) z 043 Active 7 le—ti— even z Q_ 1 @1— MULLIONS: 5/16" X 2 1/4" Long TAPCON(-) INTERIOR SIDE 17 17- GC. 17 NOTES: ALL FASTENERS W/ 1 1/2" MIN- EMBEDMENT. —1 ;4;iAND 1/4"MAX, SHIM SPACE, EXTERIOR SID 12 TAPCON NGTH MINIMUMS &_ THOMAS J.§5V5F— SEE ELEVATION AT SHEET I of 6 FOR Is 5 •@ S*V SPECIFIED ARE 2 2 PR0788 Af j Bit EXTERIOR SIDE ANCHOR MAX.SPACING AND LOCATIONS ,jr 13 12 13 12 %-1...... -1 Revision Notes: O 23 Revised to comply wl FK2004-11/01/05 8501 NW 90th St. 23 Revised to comply wil FBC2007&added MEDLEY,2- 1,b .,52"r, LA WSON E FLORIDA 33166 Silt Insulated Class 01/22/10 INDUSTRIES, INC. (305) 696-8660 Height A.hla -Point Look 01/27/11 SILL SILL nd Mult, MANUFAcInvRER OF quALrrr ALUMINUM WfNDOFS AND"ASS DOORS x Revised to comply /2010 PBC a..ci.R.O. .97 f1j NOA APPROVAL not . ..... TRENCH DOOR I MIN EMBED MIN EMBED A_'d as" Nelson Bra jP`0./27' ;f TYP 11 La Porte" Impact" French Out—Swing Door • i TYP v� 5/16' TAPCON V/ ('� 4- R.'. Net.—Erase I-01/pO/l. (1 112-MIN EMBED. W, SEE INSTALLATION NOTES FOR SPACING) DATE___-- t,201 I ..t,.. FO-2003 """"' s10El IrE Arrncl4Kxr OOURC GaOVC [x1ERlm /� _' xEAD �1z W. scacvs 13z s1x ASf[ARY INTERIOR SIDE GLAZING TYPE & DESCRIPTIONS i 110.I•I)vPnIL. .466" 0 A Laminated Glass D Dumont- Class TV,, "A" � � er s/e,_ n2.3a•-IML. 1tB OMCEALEB x1w t7 Glazing Adapt -I L. (Glazing Depth VEArMRSTa1P FREE NP __ 29 JD 3t Hlcone RBN DESCRIPTION DETAIL 32 J CeYlking 1 3/16'An-t S =� 2 A90'DVPOnt SGP Interloyer \.. 1 ...i,i3r1A 3 3/16'Anntal<d uw Laminated Class .940 0 A Laminated Glass by Du1101111,- Glass Type "B` SILL by Dupont or Solutle ApAPr(Rr --'im S RBN DESCRIPTION DETAIL 33 . IMTEaIart SIDE°0dt')A"p Types"A", "B"Or"C" SIDELITE/JAMB ATTACHMENT DETAIL (SEE TABLE V/CORRESPONDI 1 1/8•Arne.led FRAME ASSEMBLY DETAIL GLAZING TYPE L DESCRIPTION 2 .090'DuPont PVB Interloyer I/4 Round 3 1/8-A—M.0 �iw[ltl's1DE> AccEss xpLE�I32 33 34 Beed 9 t0 °J'1• SNpvN •a EXTERIOR SIDE .340 0 A laminated Class D Solutla - Class e C 0 SILL SEALANT DETAIL GLAZING DETAIL #1 IT9M DESCRIPTION DETAIL 3a NOT-HCARR 10 N SEALCD SIMILM TO SILL 1 1/8•Meat-Strengthened Gloss LEI'DTI /�MWC STILE 2 9I'Sofrx PVB Interle er �Lr. Lill Orr 3 1/8'Mept-Strengthened Gloss } oT1tr ANp RCMOV� IxrERNAL 1xaEAceD no 3/s• DIA INTERIOR SIDE GLAZING TYPE-&.DESCRIPTIONS mxOc ArrAlxxfxr t0 Glazing Adapter Glazin Sit cone ME—LOG-- SMCWS 131 5/16"laminated Class 3/8 29 30 37 ,340 0 A Laminated Class b Solutle - Glass Type D ID.vP Rt/PxIL. / 3 4 Gla n De th [TEM DESCRIPTION DETAIL HINGE ATTACHMENT <SCE TAB C V/CORRESPONDING GLAZING TYPE L DESCRIPTION)__ _- - - 27 1 1/e•Hent-Svenpthaned Gloss 0 DETAILS ACCCss If / — 2 Alp'Sonex PVB interlayer PRm'CEPUNCICD / —— — 3 1/8•Heat-Strengthened L[fl NAMD NIMLC L[Af-10 011011!TILL ____ ng Thenetl Glpss _� '�( 4 1/4' INSULATED AIR SPACE 0.Ntr ' / 1/4"Insulated Air 3 eca w/ S 1/e• TEMPERED GLSS 34 t W 1/8"Temp.Glass sncE tuna+ .340 0 A Laminated Class by Solutio - Glass Type E NINGC AtiM1MENr wx NUT INSULATED SPACER'irvSeol'- Glazing Bead - ttR[�1J1 AND VAsaca DVra Srol Sstpple Spacer ® ITEM DISCRIPTION DETAIL 1- f 1Ie.0/.•PH/PNa. PANEL ASSEMBLY DETAIL Pt;m BIZ-85.-35r 1 1/B'Heat-strengthened Gloss O 2 .ISO' H-t SGP I gth... - . BXTBRIOR 3 1/8'Nrpt-Strengthened Glass .c((ss 1aL(cwu.D o GLAZING DETAIL #2 B lie' TES ERED GL SSULATED AIR PE 34 i3'tr earrw Lcrr/N11s Mf tb LJ11rCw GLIA NITO MESTOR AL SELF DRILLING SCREWS TURE 114 SMS MEIAONL SELF DRILLING SCREWS a/IeI {i (]S 111(L.1. 11 (SEE NOTES FOR SPACING)�1t.._. ISLE NOTES FOR SPACING) �-. A t•—WAIN EDGE 011T. II 6063 HI IN.> NIk EDGE OIST. 'll(-12 GA MIN. T y 36 KSI MIN.) ALUMINUM TUBE M�LL113N STEEL TUBE OR CGLUIIN REFER TO APPROVED ISIEEI IN CONTACT V/ALUM MIAMI_DADE TAA TO BE PLATED OR PAINTED) _ �� 1/4'MAX.SHIM TYP. 1/4'MAX SHIM TYP. ') + $ paoouaReNewBD 11Xf xnar L[aw eg 1ORlplylpg tvitlltha Floral ' i xe•L-.alT> ANO ars- Q t 5/16'ELCO TAPCON V/ v"O'•''�°:31''a Building Cede .. 2V` 1 l 1 1/4'MIN EDGE DIST. 1/2'MIN EMBED. I AQ •P-•poeNo 20/8 2'MIN. 5/16'TRPCON V/ I- -{TYP 'SEE NOTES FOR SPACING) DGE mor 1 1/2'MIN EMBED.INTO COMIC. I A O HINGE ASSEMBLY DETAIL TYP CSEE NOTES FOR SPACING) (CONC.TO BE 3 KSI MIN.) 2 x(P7) PROPg I NALtY [NEER /fFD-824-2 app ProdudCon VOOD BUCK F1 6 / SEE GEN.NOTE q3) y{ ) 1,.,'�y Rev$ad t Notes: T ,T/,B��® Ye eft-L`.,. •4-��.`� 'r•) J�,K`F'�• E' N`SF •r�� Ravfisi to comply r/FBc2004-11/01/05 L /,r/ 1\\9// 6501 NW 90th St. Ravlsed to comply r/FBC2007 a added MEDLEY. FLORIDA 33166 __ (305) 696-8660 1 F Imuleted Glass 01/22/10 ES, IN 1/4'MAX.SHIM TYP. 1/4•MAX.SHIM TIP. / .�j y, Ashland Nutt-Point Look DI/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS JJr�' •Q t Revised to comply w/2010 FBC o..x,ewe rel rw.• Pree nl.pmv s..I../N.e.O R.,.x sA,ru NOA APPROVAL '} �y�! vI• �•fU IMPACT FRENCH DOOR S OF e A.t4H AV• an A.a NOTE: � -� e Nelson Erezo 01 7/11 "La Porte" impact" French Out-Swing Door DPTIONAL INSTALLATION NAILS MAY APPLY pr.Axa pp: DAI.Drsurc TO DOOR FRAME 3AMB ANO/OR MAKE HEAR FRAME INSTALLATION OPTIONAL DETAILS '•j.�S - G��` Neleen enso 01/20/12 (TYP.) ! �'-.?{Y."tY DATE- FD-2003 r.�'1 s•w:n.l.s. v..I AraMf«. °r°w"p rwn'e..` — -r 3/ .076 --I I-' /n 3.5 I -4.500--{ STEEL B 3/8'0.0. �r .050 .� STEEL BOLT STEEL BOLT � � -L_ d 3' .875 062 ;P!� 0 TOP B �_ 4 .986 -.096 n ©GUIDE G-PDE 56 I L 1750 .065 1.750 1.259 -I -'I .9I- .074 •127 .687 GLAZING ADAPTER 28 QUARTER ROUND 1 g gg FLUSH BOLT AND pL-9I0 O(11/18') BEAD FRAME HEAD gg 9 g 6 O TWO-POINT LOCK pFD-634 PANEL 07 STILE I O g 8 y R t. 49 ANGLE GUIDE O pL-900 11.-1.812 pL-901 d pFD-827-I 060 6 2 8 119 730 .726 � -4.187 tt 9 t I� II .096 1.250 1..64 - HINGE 1.500 - - F-2.031 -I �- .808 1 .IOD .064 QUARTER ROUND 1.750 .075 11 L908LEAF 10 (3/8') BEAD 7 g pL-912 & 3 1.500 070 $.0$ -I �• 44.500>u R £ g INACTIVE PANEL IIr. •060 O PANEL LOCK STILE O FRAME SILL FLUSH BOLT T- b56 7 pL-905 pL-902 47 ANGLE GUIDE .835 1 1/2" LONG L pFD-825-1 0.65 1.75-1 L750--y 1.812-1 d :808 -I I .I .063 .. .066 _ !i LOCK ACTIVE MULTIPOINT QUARTER ROUND 12$ LOCK PASSIVE O(1/4") BEAD 1.250 pL-911 A72 LOCK CYLINDE ' .045 r 1.6250.198 .065.06$ .21� 2' I 8 �°! •Q HALF ROUND OT 4.000 .072 4'S� • 42 FALSE MUNTIN O RAIL ADAPTER -500 O JAMB ADAPTER TURN ' o o - 1 t/2• pL-913 B 'pL-909 .094 4. KNOB _ .082 LL- � � pL-904 50 51 52 53 Ftesibk Vi FPVC Com tion-Team Plastics Inc. n •� 4.348SIDELITE PANEL, •3. FPVC Black Com Duna No.7260-75 1812ALUMINUM PLATE PHYSICAL ASTM NO. O2" LONG Dlsomm,HNd.."A",10- 75 D-2240 prlc-ooz Tc.* _S1h Los a792 I �o.�� TCIwOs Sl;.,%.PSt 1640 D63B O PANEL TOP $ 4 0.078 ACTIVE HANDLE PASSIVE N.NOLE UIIIm.Etongaioq% 340.0 D438 5 BOTTOM RAIL FRAME JAMB 4A66 6 TRIMSET 6 TRIMSET Modulus@,IDD%FAonga6m,PSI 765.0 D639 pL-906 O 44 FRAME HEAD SHEAR PLATE ELS' '9� 1 Bdul -31.0 D-746 pL-903 pL-915 339 •2. FPVC White:CorMomd No.7287-75 >� a PHYSICAL A2240 NO. NOALL DIMENSIONS SPECIFIED ARE IN INCHES .218 .too 1-2689 -500 Dlsonv:G.,itylcS"A",10 sac 75 D-D 40 speeiee cra);p• I.as D792 2. 566 ELEVATION AT SHEET 1 OF 8 FOR 1O Tc 1.St,.z1h,PSi 1640 Drib ANCHOR O.C. MAX. SPACING AND LOCATIONS n8 w Ultimate Ebn�lioq% 325.0 Db36 T� I ModA.q,IOOY.El-&iaL PSI 765-0 D63B PRODUCTRBNBWBD 4.500-�I 8 _ B6t9 r -31D 0746 e6camplytng%AlbftR TiOs 45 FRAME LAW SILL i A-epngtoda t2��'2pL-918 TH AS J. TAtapel�ence a.*time/✓ f�) NOTE:PROPBONAL!BNGINBBR i' \ �� La(8 REFER TO DETAIL'H3'AT SHEET s 3 OF 6 FL5R5 FOR ADDITIONAL NOTES MID LIMITATIONS. GU[DE GUIDE - Revision Noles:Miem¢ L�1 W�'®Nit t• Revised to rnmply w/FBC2004 -1l Ol/OS8501 NW 90th St. 71 Revised to rnmply w/►BC200T A addedMEDLEY, FLORIDA 33166 3/6'QLD. 38'OSTEEL BOLT STEEL BOLT I Insulated Glen 01/22/10 NDi7ST RIES, INC. (305) 696-8660 ST.IMLESS STEEL BOLT 1.) ' ABAknd Null-Point Lock 0I/27/11 NAND/ACrURBR OF QUALITY ALUMINUM WINDOWS AND CL49S DDDAS Optional Multi-Point LOGICS r.)5/16•as SSS 111-760 P.1) / � l Revised to comply w/2010 PBC P.w 6lur we cm. r.A fYkf.ry: A.T.yNwT 7f nr sA.rt P in 318-as BSB<v-e60 Psn J xoA APPROVAL IMPACT fRENtN ODOR 8 OF e OPTIONAL 86.0 psi DP) e.w.e BV: D.1.cA,.s.A: INACTIVE-PANEL Nelson BF.:n of/z7/11 "La Porte" Impact" French Out-SwingDoor 46 TWO-POINT LOCK Active Lock Pnsslve Lock r SHL BV5110-STACTS ASHLAND AVSIIO-STPAS4 18 FLUSH BOLT HC-001 } ar""'�' o.n/2/' LOCK .0 psf 0 HANDLE 6 TRIMSET HANDLE B TRIMSET ® 1 y�{ �y1Z7�B3YY�y_ Nelson BSaso 01/20/12 12 - (+/- 08.0 psi DP) ASHLAND BV5201A-A AS BV5201A-P DATE NJ✓bi"TLV it e..k...i.e. I�1 ~" o..,an. FD-2003 A."u+..�"•o"p" - � MAR 2 0 2015 MIAMi•DADE MIAMI-DADE COUNTY 0PRODUCTj CONTROL SECTION DEPARTMENT OF REGULATORY AND E - eIiS R) 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.eov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 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 Miatni-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"ITS-8800(Fin-Frame)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L8800-0801, titled "HS-8800 Horizontal Rolling Fin Impact Window", sheets 01 through 05 of 05, dated 04/08/08, with revision "C", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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. 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 No. 13-0724,09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.144908.13 M�AMt•DAD COU Mrr Expiration Date: October 09,2018 I _11� Approval Date: November 13,2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0701.03) 2. Drawing No L8800-0801, titled "HS-8800 Horizontal Rolling Fin Impact Window", sheets 01 through 05 of 05, dated 04/08/08, with revision "C" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos,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 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4391,dated 02/28/08, signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No.08-0701.03) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum horizontal sliding windows, all prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-07-4392, dated 01/15/08, HETI-07-4393, dated 01/15/08,HETI-07- 4395, dated 01/15/08, HETI-07-4394, dated 02/28/08 and HETI-08 2039, dated 01/30/08, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No.08-0701.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 06/20/08, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 08-0701.03) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. Jaime D.Gascon P.E. Product Control Section Supervisor NOA No. 14-0908.13 Expiration Date: October 09,2018 Approval Date: November 13,2014 E-1 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL'CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5t4 Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Subinitted under previous NOA No.12-012 7.17) 4. Statement letter of no financial interest, elated 06/20/08, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No.08-0701.03) 5. Laboratory compliance letter for Test Reports No. HETI-07-4391, HETI47-4392, HETI-07---4393, HETI-07-4394, HETI-07-4395 and HETI--08-2039, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No.08-0701.03) G. OTHERS 1. Notice of Acceptance No. 13-0724.09, issued to Lawson Industries,,Inc. for their Series "HS-8800 (Fin-Frame) Aluminum Horizontal Sliding Window LM.I.", approved on 11/13/13 and expiring on 10/09/18. Jaime D.Gascon,-P.E. Product Control Section Supervisor NOA No. 144908.13 Expiration Date: October 09,2018 Approval Date: November 13,2014 >;-2 INSTALLATION FASTENERS* General Notes: (A) a AT FRAME HEAD 75 1/4' OVERALL FRAME WIDTH (B) 6 AT FRAME SILL a 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE (C) 5 AT EA. FRAME JAMB 73' INTERIOR FRAME WIDTH c REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH *SEE GENERAL NOTE 03 14 � IS IMPACTHURRICANE ZONE RESISTANT AND DOES NOT REQUIRE D ASTM HUTTERS. PRODUCT ��Sp,C.)I A —I I� ( o%)� M o1Oo ry,J q M„ .7-, C h 2.) 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH s• 6178• 2 z o REQUIREMENTS OF 2014 F.H.C. &TO BE REVIEWED BY BUILDING OFFICIAL. ___ o it 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ;1 IBJ O1 20 U ~ ANCHOR SPACINGS Will,VARY WITH UNIT DIMENSIONS, AND THE NUMBER M.. D.L.O. Width 3 LL y dL4 OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES. 1— 33 I q_-- 13•O.C. z Z'i o o 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE %o -- --------h---;p z q ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND w 1; ;I voi W TO BE REVIEWED BY BUILDING OFFICIAL. = w H 11 o °0 o vv11 0 5.) XO or OX WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED f = C ' GLASS TYPES TABULATED HEREIN (SEE SHEET #4). ¢ 3'D.C. A (9 c 6.) XO or OX WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLAZE LAMINATED k t D E A 08 INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #4). °; 'v ---1- O C7 7.) SEE SHEET #3 FOR LOCK DETAILS & OPTIONS. a , � II U y„ Wn' " O =__'�k=======�f===� 13'D.C. C. 8.) SEE SHEET #1 FOR GLAZING DETAILS & OPTIONS. (REFER TO SHEETS #4, FOR ) w 6 i� ,i MAX. DESIGN PRESSURES. o N // �{ o9 I, 9.) WOOD OPENINGS SHALL BE PROTECTED WITH AN APPROVED MOISTURE \ I; Z z RESISTANT WEATHERBARRIER (BY OTHERS), PRIOR TO WINDOW INSPAI.LAT[ON. .No x d N (SEE SHEET X13 FOR INSTALLATION DETAIL) v -- ;------ --- 10.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME B g 13'D.c. p INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 4 REQUIREMENTS OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 - F, o CO SAME EXT,L INT.FALSE COLONIAL A SANE ANCHOR SPACING AT HEAD 6 SILL MUNTINS ARE APPLIED W/ V/SILICONE AND ARE /b� "XO" WINDOW ELEVATION AVAILABLE AS OPTIONAL, fj ( "OX" REVERSED ) SERIES-8800 HORIZONTAL SLIDING IMPACT WINDOW - FIN FRAME boo II i� .boa .600 600 I, y ! n $ 1818 E 8 i� it it II ii k U 14 31 31 31 14 ! I li ;; I; 31 E z z 15fi '' y 30 15 I' II 30 14 ii ji 30 14 is ii 30 y 8 R 11 i ii ii O I�.715•-I .331 .334 0.125' TEMPERED GLASS (OUTBOARD) 0.125' ANN. GLASS (OUTBOARD) 0.125' H,S. GLASS 0.125' ANN. GLASS * .... -(QUALIFIED FOR SMALL MISSILE IMPACT) (NOT QUALIFIED FOR SMALL MISSILE IMPACT 5 LAMINATED w/ 0,090' PVB LAMINATED w/ 0,090' PVB h0•. 0125' ANN. GLASS (INBOARD) 0.125' ANN. GLASS (INBOARD) 0.340' TOTAL GLASS THICKNESS 0.340' TOTAL GLASS THICKNESS LAMINATED w/ 0.090' PVB & LAMINATED w/ 0.090' PVB & a' INSULATED w/ 0.250' AIR SPACE INSULATED w/ 0.250' AIR SPACE < <n 0.340' TOTAL GLASS THICKNESS 0.340' TOTAL GLASS THICKNESS - � .r PRODUCTRUVISM) os troloPlyL�g w10�Iha Flotido 0 30 Laminate Types & optinnR GLAZING DETAILS. OPTIONS AND DESCRIPTION A° pl%.No � 9�8• '13 -_ 1) Dupont PVB 2 '> 2) Sallex PVB by: Eastman Chemical Company (NOTE: SEE DP CHARTS AT SHEET 4 OF 5) OxinF�llWtl /D O r ., By `.dinnti UnJe ok-'Cowndl 6 La METAL LATH METAL LATH STUCC❑ EXT. GRADE PLYWOOD EXT, GRADE PLYWOOD EXPOSED WINDOW FRAME FIN TO (MIN.EMBED.) STUCCO _ (MIN EMBED.) #12 SMS or WS a s ti � ttP. #12 SMS or WS W/ ' nP• a BE PROTECTED WITH AN APPROVED "' a. W/ 1 1/2' MIN. p A Awa, 1 1/2' MIN. WOOD EMBEDMENT (TYP.) •-... >, O p MOISTURE / WEATHER BARRIER " •r we^, s; rt ^•`•t WOOD EMBEDMENT (TYPJ e e q ;✓.I,'. THROUGHOUT ENTIRE PERIMETER OF FIN v5 w°0 rn ALL WOOD FRAMING .=}.;., v n 1 In BY OTHERS (TYPJ ENGINEERED SEPARATELY v !=a m w & TOBE REVIEWED rn 0 fO v O BLDG. OFFICIAL CTYPJ Z YP. >.s•.y"i' 1 �Wa�. YP. �'L"t'.,.,_ 1 A 1 3 G H W ao 2 a Z vY HEAD 12 1/4'MAX HEAD 12 R SHIM SPACE z cO 1 O 1 1/4' SH M1/4' SKIM O 1 0 ALTERNATE DETAIL ii A a rnto15 18 j: 15 11 I• ii jj ii i� 19 i j 6 N 15 6 19 iI n 15 ®z Ii i Is 3 I 31 °' p n !, r CLEAR SILICONE ADHESIVE i H a o 0 BE3DING COMPOUND ii E' 'I DDo O Do ii f• j v EXTERIOR K INTERIOR ] R x 4l 1 ' LAMINATED GLASS OTE: A °° 30 z ALL ANCHORS TO BE #12 SMS OR WD. SCREW 4 19 WITH A MINIMUM OF 1 1/2' PENETRATION INTO jj 6 WOOD. ( REFER TO WINDOW ELEVATIONS ON SHEET 1 FOR MAX. ALLOWABLE ANCHOR SPACING) 5 I 'i • WHEN THE GAP BETWEEN THE WINDOW FRAME AND o ¢S 27 THE BUCK IS LESS THAN 1/8'. SHIMS ARE NOT i 28 REQUIRED. r ' o 0 2 tY 26 10 8 x z { I I 1/4'MAX. �� 8 SILL SHIM SPACE ia� 44 ``�IEuuungrr! EXTERIOR GRADEw / 2 BY 4 P.T. Y* o•' `J PERIMETER CAULKING y WOOD BUCK fi �, Y� a O -4=*- :n PRODUCT R8V15GD r-'�"t^;. .�•"Ci .�i.w •s wroplyinp,w{!L!Iu PtoNIV o '.'� � vncz PI!uscc No .•V_�a8 2 !c vv. # 12 S.M.S. or WS W/ AT (p// F, l•� 1 )/ / 1 1/2' MIN. WOOD EMBED s (MIN.EMBED.) SEE ELEVATION FOR hn - =us:.wwSS��,� a ry'tit Trrlet Typ. a/Iaini Ja.ds lSue,iM l'unllol� Fa NOTE: k 12 X 1 3/4' S.M,S. dd 1 1/2' MIN. WOOD EMBED30 In a ALL ANCHORS TO BE N12 SMS OR WD. SCREW SEE ELEVATION FOR WITH A MINIMUM OF 1 1/2' PENETRATION INTO FASTENER SPACING LAMINATED GLASS WOOD. ( REFER TO WINDOW ELEVATIONS ON .PT, WOOD BUCKS A O SHEET 1 FOR MAX. ALLOWABLE ANCHOR SPACING) .o co A o • WHEN THE CAP BETWEEN THE WINDOW FRAME AND oQ v THE BUCK IS LESS THAN 1/8', SHIMS ARE NOT 21 22 CLEAR SILICONE ADHESIVE o FOX,-. REQUIRED. BEDDING COMPOUND ° o U 1/4' SHIM--)i. 3 0 INTERIOR z o 7 17 3 9 0 R 112 5 27 Coosa R c :. :. (MIN. BED.) ' o PP. - .ZZ p ocIo 14 0 « 04 o < <!hi!'!!.)'!,`fi}}S}Y>`.}1`?{ j'fiS 16 o 17 g 11 _ b` zp E- ------------- 0 w EXPOSED WINDOW FRAME FTN TO•J+`. C 26 4 XTERIOR E16 19 19 11 U a00 p BE PROTECTED WITH AN APPROVED O IJj w a0 ti MOISTURE / WEATHER BARRIER THROUGHOUT ENTIRE PERIMETER OF FIN EXTERIOR GRADE BY OTHERS (TYR) PERIMETER CAULKING N 73" EXT. GRADE BACK BEDDING WINDOW FRAME BUCK WIDTH TO BE APPLIED BEHIND v WINDOW FRAME FIN BY 75 1/4" g INSTALLER (TYPJ WINDOW FRAME FIN WIDTHg' o WEATHERPROOF BARRIER BY OTHERS (TYPJWINDOW INSTALIATION NOTES, 21 22 i 1. THE WINDOW OPENING MUST BE PROTECTED WITH A u CODE APPROVED FELT OR MOISTURE/WEATHER BARRIER, z z � APPROX. 12' WIDE THROUGHOUT ENTIRE PERIMETER OF THE WINDOW MOUNTING FIN.<NOT BY LAWSON INDUSTRIES) 2. THE WINDOW FRAME FIN TO BE BACK-BEDDED W/AN EXT, a rc .•. �-y tii3��,=y i GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FIN m d 4 BY WINDOW INSTALLER (TYP) 3. THE EXPOSED EXT,PERIMETER OF THE WINDOW FRAME TO BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK jTt Nt11T7t,ttPP e BY OTHERS CTYPJ . .. a�JVAP 7.•' WINDOW FRAME FIN 1. BOTH EXTRUDED ALUMINUM AND MOLDED NYLON UFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. O 0 2. ONLY TWO (2) LACKS ARE REQUIRED PER EACH VENT. U_.uvtsBo "ZCY ODUCTR EXT. GRADE PERIMETER LOCK OR LOCK OPTIONSnR«wy1yIDB tV{UI aIB I'1DI CAULKING NOT BY ti.• STUCCO OR EXTERIOR �' '• LAWSON INDUSTRIES', FINISH BY OTHERS CTYPJ TO BE APPLIED BY OTHERS E'T1°°-�1o�I701a _l� 4?0 Ile �e* WINDOW INSTALLATION DETAIL (TY P.) 11 P K 'fit DY~.__.YCCI._S.. � tPrtt:5SY�1 ., 4imoi D.do P011111 T'111;iinl d A HS-8800 FIN FRAME WINDOW BILL OF MATERIALS HS-8800 Impact Horizontal Sliding Window Configuration:"XO or OX" a i ITEM # PART # REQD. DESCRIPTION REMARKS Frame Buck Sias Design Load as perGlass a Frame Installation Anchors I L-7803 I FIN FRAME HEAD 6063-T6 ALUMINUM Code Width I Height 1 "A" nn Aealed B " " H.S. "C"Ann.Msulated Head Each Total o e q 2 L-8801 I FIN FRAME SILL 6063--TG ALUMINUM Sias in In + P- P1+% p+ P- Sill Jamb R 'd. n m y q o 3 L-7801I FIN FRAME FXD. JAMB 6063-T6 ALUMINUM 13 18.125 37.376 48.0 48.0 60.0 60.0 60.0 60.0 2 3 10 N a0 Cb �3 c 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 14 18.125 49.625 48.0 48.0 60.0 60.0 60.0 60.0 2 4 12 0 E a 15 18.125 46.0 48.0 .0 60.0 60.0 60.0 2 5 14 moo U 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM H32 48.0 48.0 60. 80.0 60.0 3 3 12 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM to H33 37.375 48.0 48.0 0 80.0 80.0 3 3 12 i H34 25.5 49.625 48.0 48.0 60.0 60.0 60.0 60.0 3 4 14 A i 7 L-8802 I FIN FRAME VENT JAMB 6063-T6 ALUMINUM H35 25.5 82 48.0 48.0 80.0 80.0 60.0 60.0 3 5 16 }y 22 36 2 .0 48.0 80.0 60.0 60.0 60.0 k o 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM F 23 C37.3 48.0 48.0 0.0 60.0 60.0 3 3 12 o i] 2 48.0 48.0 0 60.0 60.0 3 4 14 o 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM O Z v o 25 48.0 48.0 60. 0.0 60.0 80.0 3 5 16 m 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 32 125 25 48.0 48.0 60.0_ 60.0 60.0 4 3 14 O 33 52.125 37.375 48.0 48.0 60.0- 60.0 60.0 60.0 4 3 14 O S 11 L-7708 AS REQ'D, GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM U - Ix z 34 52.125 49.625 48.0 48.0 60.0 80.0 60.0 60.0 4 4 16 12 FS-006 AS REQ'D, FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 35 52.125 62 48.0 48.0 60.0 60.0 60.0 60.0 4 5 18 a r? D22 73 25 48.0 48.0 80.0 60.0 60.0 80.0 6 3 18 Z E w 13 FS-040 AS REQD. INSTALLATION SCREWS #12 SMS F.H./PHIL. D23 73 37.375 48.0 48.0 60.0 60.0 60.0 00.0 6 3 18 ®~ D z a 14 L-'7531 AS REQ'D. VENT JAMB VINYL WTS'P 1/4' DIA. BULB #3033 D24 73 49.625 48.0 48.0 60.0 60.0 60.0 60.0 6 4 20 d N 025 73 62 - - 60.0 80.0 60.0 60.0 6 5 22 15 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x ,230' h 2020 23 23 48.0 48.0 60.0 60.0 60.0 60.0 3 3 12 O 16 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP 187' w x .350' h 2030 23 35 48.0 48.0 60.0 60.0 60.0 60.0 3 3 12 H x 2040 23 47 48.0 48.0 60.0 60.0 60.0 00.0 3 4 14 a p o 17 PWS-009 AS REQ'D, FIN SEAL WEATHERSTRIP 187' w x .310' h 2050 23 59 48.0 48.0 60.0 60.0 60.0 60.0 3 5 16 F C) k 18 L-7711 AS REQ'D. GLAZING BEAD C 3/4' ) 6063-T5 ALUMINUM 3020 35 23 48.0 48.0 80.0 60.0 80.0 80.0 3 3 12 N m 3030 35 35 48.0 48.0 60.0 60.0 80.0 60.0 3 3 12 £££ 19 L-7531 AS REQ'D, BEAD VINYL BULB 1/4' DIA, BULB #3033 Cn 3040 35 47 48.0 48.0 60.0 60.0 60.0 60.0 3 4 14 e] 20 x AS REQD, COLONIAL FALSE MUNTIN ALUMINUM N 3050 35 59 48.0 48.0 60.0 60.0 60.0 60.0 3 5 16 Q to 4020 47 23 48.0 48.0 80.0 60.0 60.0 60.0 4 3 14 21 L-7539 2 VENT EXTRUDED LATCH 6063-T5 ALUMINUM WQ 4030 47 35 48.0 48.0 60.0 60.0 60.0 60.0 4 3 14 z J 4040 47 47 48.0 48.0 60.0 60.0 60.0 60.0 4 4 16 22 HC-057-1 2 VENT MOLDED LATCH MOLDED NYLON 4050 47 59 48.0 48.0 60.0 60.0 60.0 00.0 4 5 18 23 � 1 x LATCH LATCH SPRING STAINLESS STEEL 6020 59 23 48.0 48.0 80.0 60.0 60.0 80.0 5 3 10 5030 59 35 48.0 48.0 80.0 60.0 60.0 60.0 5 3 16 g 24 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL. FOAM 5040 59 47 48.0 48.0 60.0 60.0 60.0 60.0 5 4 18 --- 5050 59 59 48.0 48.0 80.0 60.0 80.0 80.0 5 5 20 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. 8020 71 23 48.0 48.0 60.0 80.0 60.0 60.0 8 3 18 $ 26 HC-044-1 2 WEEP FLAP & BAFFLE 6030 71 35 48.0 48.0 60.0 60.0 60.0 60.0 6 3 18 6040 71 47 48.0 48.0 60.0 60.0 80.0 60.0 6 4 20 �' N 27 HC-040-1 2 SASH ROLLER & HOUSING 81160 71 58 - - 60.0 60.0 60.0 1 60.0 6 5 22 s $ c, 0 28 HC-026-1 1 SCREEN FRAME & MESH 29 l ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. Note, (sr) WINDOWS WITH GLASS TYPES 'C' INSTALLED ABOVE 30FT. g v IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED, s z z 30 x 2 LAMINATED GLASS See Detail @sheet 1 of 5 s 31 SM-5504 AS REQ'D. GLAZING SILICONE See Detail @sheet 1 of 5 32 'True eat' AS REQ'D. Insulated Glass Swiggle Seat 1/4' air space m 33 x t PRODUCT LABEL Ikptlr+r)r; ' 34 SM-5504 AS REQ'D, JOINT SEALANT 35 AS REQD,t PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL ~' PRODUCI'RDVISED w ca iplyiug with the Florida Du8dlu6 Code Aacplrmce Nu _�(�©CJ- �� • i c 'vtimnl Dada Prodacl Convol A L-7803 EHEAD 1.240—I FRAME FIXED JAMB SILL TRACK 'r L-7801 L-8702 FMME JAM eo A OFM„ Of O 2,603 N ap b V o IPes-- rn o a q E 1 Lq/J n IAil / 320 C F .062 VENT TOP CORNER fA wx Oti zW .a L8706 o �LNfs—I O O R � 0 10 C vERr aAMe RUL a 6 $ FRAME SILL FRAME VENT JAMB 2.000 I FRAME TOP CORNER FRAME nA17e ��., lYi L-8801 L-8802 a OO 1.066 VEM EOCK(LUL U �i 2374 -.662 .744 �_ z 0 �A62 2.613 FRAME MEETING RAIL N'1 z VENT SPRING LATCH x o f L-7639 FRAUE Si j o I 20 AFS �L 1 F co i' e co (i: t; i 'ecu �• �1 IPSS VENT BOTTOM CORNER H fAS4 i I VENT INTERLOCK RAIL FIXED MEETING RAIL d, + FRAME BOTTOM CORNER L-7704 \ _F-] L-7706 GLAZING BEAD L-7708 O � 2A62 2EBS FRAME SILL NEETING RAIL FRAME SILI A30 � L504 A s x z FRAME & SASH CORNER ASSEMBLY DETAILS LIA75— i U .773 VENT JAMB RAIL VENT TOP/BOTTOM RAIL L-7708 GLAZING BEAD L-7707 O O L-7711 t17-12 IA50 1165 ,gap ASO PRODlplyi, VISBD ns complying�riNh the Florida � � Bmldin5<odco8 i( ]' ncc cc�o fn1 �ZO1Bt Ik33— --.773— MiNuII)tuleP[Od�uctCnnv°1 � L7filia:t Q 1 t MAR2 0 015 M® '4= x'._ MIAMI—DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.¢ov/economy Lawson Industries,Inc. 8501 NW 90th Street Medley,FL 33166 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"SDG-9200"Aluminum Sliding Glass Door—L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 and revises NOA's No.'s 12-0127.06 and 12-0127.24 and consists of this page 1 and evidence pages Irl,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 12-1204.12 MIAMMMDECOUMTY Expiration Date: February 13,2018 L�,tt7 Approval Date: January 31,2013 Page 1 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision"A",dated 01/15/13, signed and sealed by Thomas J. Soto,P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda,P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-33075 dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12-4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 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 an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041,dated 10/12/12, signed and sealed by Rafael E. Droz-Seda,P. E. 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda,P. E. F Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 12-1204,12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-1 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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 Aluminum Sliding Glass Door, prepared by Hurricane Engineering&Testing, Inc., Test Reports No.'s HETI-11-3291,dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz—Seda, P. E. 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked—up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 10/12/12, with the latest revision, dated 01/15/13, signed and sealed by Thomas J. Soto,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their`DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-2 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 11-1102,09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. 4. Notice of Acceptance No. 11-1102,10 issued to Solutia, Inc. for their "Saflex HP Clear or Color Glass Interlayers"dated 06/14/12,expiring on 04/14/13. 5. Notice of Acceptance No. 11-1102,11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers"dated 06/14/12, expiring on 05/21/16. F. STATEMENTS 1. Statement letters of no financial interest, independence, conformance and complying with FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto,P. E. 2. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11 3307, HETI-11-3313,HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-124041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-124053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. 4. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda,P. E. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 12-1204,12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-3 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo,P.E. (Submitted under previous NOA No. 02-1126.04) 6. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 7. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516,dated 07/12/02,all signed and sealed by James G. Worth,P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-0127.06, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door—L.M.I.", approved on 04/12/12 and expiring on 06/13/13. 2. Notice of Acceptance No. 12-0127.24, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door—L.M.I.", approved on 04/12/12 and expiring on 02/13/13. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-4 MULTI-SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SERIES: SGD-9200 SEE oc�wl SEE BELOW SEE BELOW SEE BELOW ,r NOTE/5. NOTE/ NOTE/5., NOTE/5. C - F F f'' sA F -�� IMPACT SLIDING GLASS DOOR $ o a 'tea a% '.a° '✓/ o_: a° o; General Notes: h e y (>~ z r 1w -0 a 1. THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/THEV OO a o REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY p N O A z - 1 HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS 4 0 2 z a• G• .p Ki' i G' G' `� `� IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) _>� h V r T r X-LP or RP_ 2D/2T - XX or T r 4D/3T - XXXX or 4D/2T T 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING ° ! o XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS o c z c OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. a CL Cy z 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS, ANCHORS ON ALL DOOR ! SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND H I 1 D/2T - RP 2p/2T 2D/2T - RP AS TABULATED ON SHEETS 2, 5, & B of 14. p z yg o RIOT POCKET SHOWN RIGHT POCKET SHOWN aD/3T 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE .�, A a (LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE) ENGINEERED ON A SITE SPECIFIC BASIS. UNDER A SEPARATE APPROVAL AND TO j BE REVIEWED BY BUILDING OFFICIAL. V U] z 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF a SEE BELOW 4D/2T ANCHORS INTO WOOD ONLY. ! NOTE/5. 2D/2T - LP/RP 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS O w e Z O IT. ---j TYPES TABULATED HEREIN (SEE SHEETS / 2. 5. & 8). f + SEE BELOW 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7, 9, 10, �' I s o NOTE/5. & 11 OF 14. o y % 'yyy, u + 4D/2T - LP/RP 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND TO BE APPLIED W Q a y 0_ W/ SILICONE. a a 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND �i C O s ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BEF F O 0 ;J •� .� .� ml 4D/3T - LP ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. a O) a 1 �+ LEFT POCKET SHOWN - 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED A• s (RICHT POCKET OPPOSITE) , I r i PANELS. ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (I.H-RH) POCKETS. 2 A 3D/3T o XXX or 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED Qy e +J LP-kXXX or RP-XXX NOTES: PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE Fi x fn 1) REFER TO SHEETS 8 OF 14 ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION FOR GLAZING OPTIONS AND DP CHARTS. 4D 2T - LP APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 2) REFER TO SHEETS 9. 10 & 11 OF 14 LEFT POCKET SHOWN 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS / 3, 4, 6, 7, 9, 10, eo c a 3D/3T FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) & ll OF 14. 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS c e 4) PANEL STACK CONFIGURATIONS ARE TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. REVERS BLE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET B OF 14. REFER 5) FOR POCKET WALLS SEE GENERAL TO SHEET It OF 14 FOR ADDITIONAL DETAILS. 41 Q g - LP NOTES /t5& 16. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. b E RIGHTGHT POCKET CKET SHOWN ) LS LEFT POCKET OPPOSITE) 16. POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE ( REVIEWED BY THE ENGINEER OF RECORD (EOR). LAMINATED =IMPACT z191. 0/11/1110 Y/ i % LARGE MISSIL 0 � 0 « . DOORS GLAZED WITH LAMINATED GLASS RATED FOR � G= LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. u L.�3 9®seg 2D/2T - XO 2D/2T - OX �/2T - OXO e•'-"� 4D/2T - OXXO +:a UJ �•`a l o+ I 2: h2 2 DOOR 3 & 4 DOOR PRODUCT RL �p _+ 0NEI NOTES: NOTES, mcom.;:y%e' u;in the FToriQq C$y� ?�'- c 1) REFER TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS 5 OF 14 FOR Duitrling[h�Ae IN ;.y 4� FOR GLAZING OPTIONS AND DP CHARTS. GLAZING OPTIONS AND DP CHARTS. 2) REFER lz TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6 & 7 OF 14 B��% "'t /8 I FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. BV g •x lop a 3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 M:u+ C•xde Ii:Mocl Cmlho ' C FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 98 3/8" MAX. NOMINAL DOOR SIZES DOOR WIDTH GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT s FT./IN. FTJIN, EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 13 1/4" MAX, CLUSTER OF S/O SPACING LIMITATION: TYP. CAT STIALE ENDS us b C v < 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 Anchors not to exceed HEAD/SILL n°I h S (NO STEEL) 10 1/2"O.C. of Own 6" MAX. TYP. n I 6/0 amolkr tNon 60"in.'th. A i 6. HEAD/SILL < .� O o 6/8 56.7" 5.0 56.7 65.0 56.7 85.0 56.7 75.0 ( (' '1 CORNERS c O a EL) \ 8/0 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 66.8 Z W ti �.1 (WITH STEEL) J Z O Q p 8/0 8/0 56.7 65.0 56.7 65.0 X X % % .0 s it :t z N (WITH STEEL) 7/16" LAM. GLASS 0 N I Z o DESIGN LOAD CAPACITY - PSF (LATH 3" SILL RISER) li N q NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'C''B' GLASS TYPE GLASS TYPE 'D' '�' a m ^a WIDTH HEIGHT a FT./IN, FT./IH. EXT. (+) INT. (-) EXT. (+) INT. (-) E%T. (+) INT. (-) EXT. (+) INT. (-) �i i 5/0 a O g 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 = _ O Z Z (NO STEEL) `1 p ✓1 Z C3 (NO6STEEL) 6/B 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 to 0 rn a CA �^ c a rn V 1 d P 8/0 s (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 STEEL REINFORCING L p AS REDD. 11""��C' R co 8/0 O SEE CHART AT LEFT (WITH STEEL) 8/0 65.0 65.0 65-0 65.0 X X X X v j o B Q o '% •% % do NOTES IFER TO SHEETS 3 4 OF 14 X / i FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX, w w .p O- 2) REFER TO SHEETS 3 OF 14 D.l. OPG. �z FOR TYPICAL ANCHORS AND NOTES. Of 50" MAX. 50" MAX. PANEL WIDTH 90 s MAX. D.L.D.: LAMINATED GLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK m XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL EI ENATION o N N APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT = 3 yS LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) F° z i o % 17 17 BULB VINYL 1--BULB VINYL 1- BULB VINYL 17 `BULB VINYL 17 c 3/16"HEAT STR R CLASS 3/16'HEAT STREN'D GLASS .-3/16"HEAT STREN'0 GLASS -3/16"HEAT STREN'D GLASS 1 s \, 090 INTERLAYER \ ` 090 PVB INTERLAYER 090 SAFLEX HP I 090 PVB SAFLEX EL \ DuPonl SenlryC'as s by: tl \ -DuPont Butocite ` li by: a -Clear or Color Gloss Interlayer a --Claor or Color Coss Inlerlger w E.I. DuPont DeN T STREN'D ' Co., Int. w 1 E.I.DuPont DeNenaurs RCo., Inc. w ! Sobtia, Inc. I It= \, I � ' � \ � DY � w � by:Solutio.Inc. m ,\ , !, 3/16'HEAT STREN'D CLASS m 1 I, 3/16"HEAT STREN'D GLASS ~ I I-3/16"HEAT STREN'D GLASS ~ 6Aal"{t (� 7'q� Z N '1 I Z I Z m 1 Z_ m \, J/16"MEAT$TREN'D GLASS a qy5•••......��'V,�j� \ I Ir SILICONE 2 1, � I SILICONE to A j SILICONE N r t�,•` / '•s` .� I SCHNEE-MOREHEAD 5731 `\ 1 N SCHNEE-MOREHEAO 5731 I SILICONE r�, t� I SCHNEE-MOREHEAD 5731 '+ 'II � SCHNEE-MOREHFAD 5731 C 4U DOW CORNING 899 S -- WDDW CORNING 899C�'0° `� W r , / op DOW CORNING 899 g g DOW CORNING 899 J�`T� ! G) N , 1 TREMCO SPECTRUM 2 O TREMCO SPECTRUM 2 O TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 0 2 cm - I,.i, 4o I; 6 40 1 +o 40 b �:u1 m ¢tap O: PRODUCE R[�N6W8U CL; .o$°., .� I ttz I--1t1T-1 W ss Building Code with i6a Florida �7p�c 7 y I u G (I W Acceptance �Z ^ � ,,�Q•• ••�,,y/�I Date GLASS TYPE 'A' CLASS TYPE 'BGLASS TYPE 'C' GLASS TYPE 'D' \ ✓ GLAZING DETAILS o Miami Oslo Prod.a Co;.t TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1" Min. TYPICAL ANCHORS IN PAIRS METAL Edge Dist. )EE,.1 FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE ^. SEE ELEV.FOR SPACING � _ - woo C W000 BUCK .MRJ. In a "> I h to R' 2 + [ m o u t3! 0 z $ • O rc.-• x O i A U ME STRUCTURE ATTACHMENT DRTAI 4 W'j= O tV IT" Min. O 18 15 \N 1" Min. TYPICAL ANCHORS IN PAIRS Edge Dist. N LUM. TOL BE PAINTED IN TORRPLATED. m d Edge Dist, Typ,) EE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 2. METAL STRUCTURES: SEE ELEV. FOR SPACING A)STEEL Fy 3'KSI MIN. (STEEL 12 GA. MIN.THICK =0.105") Q C Cb 8)ALUMINUM : 6063-T5 MIN. j .] a (ALUM_ 0.078"MIN.THICK) I 10 I I I 213Y Wood Buck Substrate or Tn ami Wood st tuft W/(SG) MW.11-0110!COON 17 .3 Spetiflc G ily= .55 min.(Typ.) APPR'O MULLION U ty SEE SEPARATE Na 0 O~ z U II III J Oma � )Ul 0 t 7 -LAMINATED GLASS `/1 I 2B S c� /I6' a rn Fill] " Min. a O III II NOTES: 1) REFER TO SHEET 2 OF 14 \ Edge Dist. N Lx) . .. FOR GLAZING OPTIONS AND DP CHARTS. s W I I I I 2) REFER TO SHEET 4 OF 14 ~ I- - - FOR HORIZONTAL CROSS-SECTION DETAILS. 2 0 N o O I' I I I 3) REFER TO SHEET 2 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY IAWSDN IND. yQIr a 0 p .= w 8 FOR MAX. ANCHOR SPACINGS. MUST SUPPORT LOADS IMPOSED BY GIAZINC SYSTEM AND A F/) I W TRANSFER THEM TO THE BUILDING STRUCTURE. ^^ 0_ O w TYPICAL ANCHORS• SEE ELEV. AT SHEET B FOR SPACING yy Qa I I P lor i QaQ ANCHOR TYPE CHART IN CONC. or MASONRY min. „^, o w ANCHOR OPTIONS HEAD-SILL JAMB IMeabd.-I Edge DISI.Concrete w H l) I0.0 ELCO ULTRACON 1/4" 1/4• 1 J/4" i" 2.65 Ksi s !� N N J 6lKLDEX 4• 3.2 Ksi n 6 yy Ot F N N BUILDEX - J/18• 1 1/4• J• 3.2 Kai • D o I I II II w = ANCHOR TYPE CHART IN 2X WOOD BUCK min. c `o `) o I I 17 ( ( 1/16^or 1/8• N HOR OPTIONS HEAD-SRJ.JAYB!.badmen Up DNI.EK Wood = SILL RISER / / / .55 SC riYlh:Plotidn s' I ADHERED TO SLI. a W w ELCO ULTRACON 1 4' 4' 1 1 / 1^ ODUCT REINCWF 5 I I I S \w N wma7y nO z 10 WITH SILICONE N BUILDER 1/4• 1/4" 1 1/1• 1" .55 SG '1durGCode It FULL LENGTH OF UNIT isnce Nn Q tg t ) #12 /12 1 1/4 1 .55 SG f i I• I• N S.M.S. Info 2X 1/4" DRI F X S F DRILLING SCREWS d g a INTO METAL STRUCTURES Muni Dude Pn:durt CII ® 21 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" IN. (6063-T5 MIN) %S11111,112% 14 19 2 \N= (STEEL S0 SMS CONTACT WITH MALUMINUM TO BE PLATED OR PAINTED) M pc. .......... h INTO APPROVED MULLIONS (NO SHIM SPACE) g$ to'•`'G0;(/j Ml U. N zS' a 'A I w TYPICAL Dto DI TAN O o) O O: I (1/4'� INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) A0 MCMI O H Q,�O j (1/4") INTO CONCRETE AND MASONRY . 4" MIN. (ITW BUILDER) 2~�� O R ��Ot• I `,r �+ •� • :�14. �� (3/167 INTO CONCRETE AND MASONRY = 3"MIN. (ITW BUILDEX) =a •• $ GO I 2." MIN. ' p \ 4 '•° •v ? A l/4• TAPCON or•APPROVED EQUAL BY EOR INTO WOOD STRUCTURE - 1' MIN. pe i� ••' "7 V/ 1•MIN.EMBED.INTO 3.2 Ksl Conc.!6' INTO METAL STRUCTURE = 3/4" MIN. gCg • I 39 .tr a FROM CORNERS L SEE ELEVATION AT SHEET SEALANTS: g Id • L�7 2 OF 14 FOR MAX.SPACING. BILb a Non-orink.Non-MeloKm TYPICAL ANCHORS IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL O Grout /Ldntmum 5 Ksi SEE ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS \ SEE ELEV. FOR SPACING y ^ 1/4" MAX. o&.. O 1/4" MAX. mph O A q SHIM SHIM 3 ii d y fn p • J Z p Qj O O r-! _ W O N 2 msLL 2 C7 � O METAL CTR CTT F. pTPp NY-NT DET T ! N z z i NOTE: , O 1. ALL STEEL IN CONTACT WITH y O ALUM, TO BE PAINTED OR PLATED. A O N METAL 2. METAL STRUCTURES: STRUCTURE A) STEEL : Fy - 36 KSI MIN. y (STEEL 12 GA. MIN. THICK = 0.105") B)ALUMINUM : 6063-T5 MIN. .� (ALUM. 0.078" MIN. THICK) e a "1., oda o $ k NOTES: 1) REFER TO SHEET 2 OF 14 V 1, IK FOR GLAZING OPTIONS AND DP CHARTS. 3X 2) REFER TO SHEET 3 OF 14 �''] D TYPICAL ANCHORS IN PAIRS FOR VERTICAL CROSS-SECTION DETAILS. Z A O SEE ELEV. FOR SPACINGe 3) REFER 70 SHEET 3 OF 14 PANEL WIDTH FOR TYPICAL 2 ANCHORS F AND NOTES. F+ V) 4) REFER T /4" MAX. C FOR MAX. ANCHOR SPACINGS. SHIM O O o 5 1/4" SHIM FT MAX. H 16 1 I D.L. OPG. tYPICAL ANCHORS IN PAIRS gg 1 1 7 3 111E ELEV. FOR SPACING g $ � E $ � n 16 6 24 d . z I 1 x � ,Jyyy 11 28 - - - 'E E S a t 4i i z 17wu 8 10 > n. ,6 \� vo��•*Lrl�r ,,,,, 3 ———— SCREENS OPtt.— —— rn O Rj ,.,... �•'�jV��, D.L. OPG. ' NOT REDO.ON 5 4' 10 ® cq SEE x ART N S PANEL WIDTH 1BY , N SEE CHART ON SHEET 2 OF 14 WOOD BUCK PROIDUCT RBNF.WED EXTERIOR M complying wish dw Florida O;Z r BWIdin4Code O O. 2D/2T — XO (SZ10Wn) DOOR WIDTH AcaptmxeNo �2� Q� lz 2D/2T — OX (Reversed) ` GO 6 a.� �••.......... Miami D.&Prodncl Con 1 r�rgruunu �� a 0 NOTE: TWO TRACK FRAME DOOR CONFIGURATIONS 196 1/4" MAX. OF MORE THAN FOUR PANELS USING STILE ^ COMBINATIONS SHOWN IN THESE DETAILS 13" MAX. TYP. DOOR WIDTH CLUSTER OF MAY ALSO BE APPROVED (EXAMPLE OOXXOO). AT HEAD/SILL 4 ANCHORS AT STILE ENDS\ 6" MAX. TYP. C) A2 i `HEAD/SILL CORNERS v 77�L O c 3 `�GLASS Z a'_OxxO m i d i N F X a j z o � O a Q. a o0 rno lna rn OM Z z Oxo Y Z APPROVED CONFIGURATION Y 1 0 1 a o (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) 1 Jo 83 I ' STEEL REINFORCING O Y I -AS REDD. E' O BULB VINYL 17 X I X O , C J/18"HEAT STREN'D GLASS tl 090 PVB INTERLAYER A 2 A a DUPONT BUTACRE by: / a U' y a W E.I. DuPont DeNemours&Co. Inc. F. Z ~ 3/16"HEAT STREN'D GLASS 50" MAX. 44 3/4" MAX. NOTES: w a F - D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 V) SILICONE PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS. SCHNEE-MOREHEAD 5731 50" MAX. o `o 2) REFER TO SHEETS 6 OF 14 aD s o 03 DOW CORNING 899 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. TREMCO SPECTRUM 2 b 4 ti s n 4 DOOR - TWO TRACK > F �$� ' w "Oxxo" TYPICAL ENATION LAMINATED GLASS +� ` TESTED UNIT LARGE MISSILE IMPACT F ORS GLAZED WITH LAMINATED GLASS RATED FOR o LUSS-TYPE 'B' DESIGN LOAD CAPACITY - PSF RGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. = w GLASS TYPES 'A' OR 'B' s o STANDARD SILL 2-I 4" RISER BULB VINYL-@ PANEL WIDTH ODOR HEIGHT 3" RISER 2 z J/16' HEAT STREN'D GLASS NOMINAL PRODUCE RENEWED 090 INTERLAYER FT./IN. FT./IN. EXT. (+) INT. (-) EXT. + INT. mconA+lyfngu•DhtheiLonda ( ) (-) EXT. (+) INT. (-) _ O4 i2 sl i F d DuPont-SentryGloss by: E.I. a l4012 / F DuPont DeNemou s k Co., Inc. 2/6 KO760.0 56.7 60.0 60.0 60.0 Z CO 3/16'HEAT STREN'D GLASS 3/0 60.0 56.7 60.0 60.0 60.0 208 o��it'# a�rejeej SIL CONE 3/6 60.0 56.7 60.0 60.0 60.0 p . /SCHNEE-MOREHEAD 5731 Muni Dade Con N 5,,••••••••,DOW CORNING 899 4 0 6/8Q LLTREMCO SPECTRUM 2 / 60.0 56.7 60.0 60.0 60.0 O O%w 4/6 60.0 56.7 60.0 60.0 60.0W a w_ - Ct 4/11 40.7 60.0 56.7 60.0 60.0 60.0 O: ul PANEL MAX. D.L.O.: z ,r•, nnn 2/6 40.7 60.0 56.7 60.0 60.0 60.0 g o u &•, %Co 'r (I 3/0 X 6/8 = 32-3/4" X 74-3/4" 3/0 40.7 60.0 56.7 60.0 60.0 . 4/0 X 6/8 = 44-3/4" X 74-3/4" ops eeiee A TYP •A, 600 B/0 3/6 40.7 60.0 56.7 60.0 60.0 60.0 4/11 X 6/8 =55-3/4" X 74-3/4" 13 eje F•• 3/0 X 8/0 = 32-3/4" X 90-3/4" ° tltl F BLAZING DETAILS 4/0 40.7 60.0 56.7 60.0 60.0 60.0 4/0 X 8/0 = 44-3/4" X 90-3/4" o TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1" Min, TYPICAL ANCHORS W PAIRS METAL Edge Dist. SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE ^. �•- SEE ELEV.FOR SPACING y WO ,.Edge C • .;'d WOOD BUCK :e 9/1.6 2" MIN. 'e ° o ai = n o y . MIN. ..TYP. :a 'rd' y z ^ N O N O A u o FTL�v py::. uETAL CTR 1CT11 P A'M'A HYPNT DBT 7 a w •-+ t5 = 3/4" Min. NOTE: 000 S CL 2 < p A2 1B IV U) 1" Min. Edge DISI. 1.ALL STEEL IN CONTACT WITH p TYPICAL ANCHORS IN PAIRS ALUM. TO BE PAINTED OR PLATED. (') Edge Dist. Typ.j SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 2.METAL STRUCTURES: j Z Z p SEE ELEV.FOR SPACING A)STEEL Fy 36 KSI MIN. (STEEL 12 GA.MIN.THICK " 0.105") Q O I 4 B)ALUMINUM 6063-T5 MIN. )•j" 1028YWoo-Buck$ubatrole or� In (ALUM.0.078"MIN.THICK) ` .7 w Woo wood s1r1,iu.e./(SG) MIAMI-I?4DE COON � q I I I I Speoirlc ity- .55 min. (Typ.) APPR'O MULLION rn SEE SEPARATE NOA ` K I. 7/�-LAMINA7ED GLASS O u=i 3 4" Min. \ Edge Dist. v S a I I I I be NOTES: 1) REFER TO SHEET 5 OF 14 F FOR GLAZING OPTIONS AND DP CHARTS. p, 2) REFER TO SHEET 7 OF 14 , 1 0 U V Q. O 19 I I I I.- FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. = w µ; 3) REFER TO SHEET 5 OF 14 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND Ir�z = Tn _ � w FOR MAX. ANCHOR SPACINGS. TRANSFER THEM TO THE BUILDING STRUCTURE. Qp < W U TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING g g N CL I• I f as ANCHOR TYPE CHART IN CONC. or MASONRY min. o I I N U ANCHOR OPTIONS RM-SILL IAMB Emhedlnen BdHe Dial.Conerete Q N' 0 ELCO ULTRACON 1/4" 1/4' 1 3/4- 1' 2.8.5 Kal S i w M 33 ib O' J BUILDEX i/4" - 1 3/4 4" 3.2 Kai kk S W to BURDEX - 3/16' 1 3/4' 3' 3.2 Kai o € g I I I I In N ;,1= ANCHOR TYPE CHART IN 2X 1I00D BUCK min. 1 1/16'or 1/8" Ln •y SILL RISER `a w � oDucr RITN>TVP 8 a ADHERED WITH y ANCHOR OPTIONS R1dAD-SILL IAPB Emlwdmen DI•L Ez W \ w eo:Trylyi,-Ig with the Florida W ELCO UL7RNCON 1/4" 1/4" I 1/4' I- .55 SG IdinC Clxte _ 7 g w L I I I 5 CLEAR S41CONE In 10 FULL LENGTH N BUILDEX 1/4" 1/4" 1 1/4" 1" .55 SC oaPis�ceD u, ` Z I OF UNIT slLl I I S.M.s. (Into 2X) /12 /12 1 1/4• 1" .55 SG '" a I I 114" DRILLFLEX SELF DRILLING ING SCREWcY Mimrtl D�.fe Proda.Con. 1 ° o I INTO METAL STRUCTURES 21 2 STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. 606 -T kklkilllll/Jr� 1 N / ( 3 5 MN.) @ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �O,,,OJ •#"'a �N♦''i I 2 to \ x IO SMS 0 ." •�♦ I ♦ I'1 o N INTO APPROVED MULLIONS (NO SHIM SPACE) o �'• a O Vy♦♦ j -e•----•-r-w w.A vlw TYPI.A DICT N •i M ��G• 1 _ (1/4•) INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY " MIN TW U LDE ) 'V N 4 ♦ NOTCH - - 4 (I 8 I X Z • •�� tnl Z" Mw6 ;�: AT EACH END (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILOEX) Z Q.•v, : P 1I4• TAPCl7N ar APPROVED EOUAL Hv EOR4#WEEP I ANCHORS INTO WOOD STRUCTURE = 1"MIN. QA) O • , �I W/ V MIN.EMBED.INTO 32 Ksi 2 PER CLIP INTO METAL STRUCTURE 3 CI ♦ • 1 Non-Shrink,Non-LMbkic o SOF 3 FROM CORNERS FOR L SEEX. ELEVATION nT SHEET SEALANTS; /4" MIN. ♦♦♦,d,,"*••,\,Q ,�� ZI Crout of k6mmum 5 Kai TYPICAL ANCHORS IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEE ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. TYPICAL ANCHORS IN PAIRS _ SEE ELEV. FOR SPACING ,! PANEL WIDTH 1/4" SHIM p -�1 MAX, 1/4" SHIM I MAX. .. Q y .... z D.L. OPG. D.L. OPG. {Jf� o 3 B 6 6 I I J .,1' V)p m 3 z I I 6 OKE L! 0 0 cn W 2 17 4 t 6 _ - - t 6 4 23 6 6 u x I I ... —. _. —: .' S 'T o 0 - N E) 2 t 17 B 25 5 1 11 t0 ,•> U e 30 8 �z OC • Fi SCREENS OPTIONAL ——— ——— C1 D.L. OPG. O O EXTERIOR D.L. OPG. e d c PANEL WIDTH �-tWO�00 DUCK W C 4D/2T — OXXO j o c DOOR WIDTH N 61 S NOTES: 1) REFER TO SHEET 5 OF 14 W FOR GLAZING OPTIONS AND DP CHARTS. 2 Q C 2) REFER TO SHEET 6 OF 14 yp FOR VERTICAL CROSS-SECTION DETAILS. Ir. to 3) REFER TO SHEET 6 OF 14 /4" SHIM FOR TYPICAL ANCHORS AND NOTES. g 4) REFER TO SHEET 5 OF 14 PANEL WIDTH MAX. FOR MAX. ANCHOR SPACINGS. 1/4" SHIM i o n MAX. ley E $ rc2 2s D. 0. 9 6 i D.L. OPG. j WOOD eucR �i 6 7 4f q g 26 I I 8 3 8 04 fGGc ,A _qsA 17 `N S t6 6 4 z _--- u �i 41 A d1. lie a 8 10 17i I \ ^.X05••• •;v/�eee • � Zee I �+ SCREEN PTIONAI '.L--_— .�•i° 0 j'i O I EXTERIOR D O D.L. OPG. I n .:Yw �1L I PANEL WIDTH PRODUCI'RENEINM PIAV with the FM ib al 3D/2T — OXO 8 QKIe $ Aempt-r.No 12�' F: DOOR WIDTH �j4 IZ eey ••..... TYPICAL ANCHORS IN PAIRS !717 c0/S ..•SEE ELEV.FOR SPACINGuni DAQe PrnCxt Cont, r-- _-� 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET i o F i dt NON-POCKET MAX. WIDTH 191 1/4" THREE TRACK FRAME DOOR CONFIGURATIONS OF CLUSTER OF to 13 1/4' MAX. TYP. C I o 0 i MORE THAN FOUR PANELS USING STILE 4 ANCHORS �V. / o AT HEAD/SILL AT STILE ENDS _ 6" MAX. TYP. POCKET WALL c wa-' '�\ COMBINATIONS SHOWN IN THESE DETAILS MAY A3 - HEAD/SILL CORNERS SEE NOTE p. e p v 4 c cALSO BE APPROVED (EXAMPLE 6D-3T XXXXXX). r--I \ I (TVP.) 10 10 to S iJ mt -- -----� O: fy G= \ -SHE KNOTEET AL3 1 1 1 --------i N<p b V Q 1 I at e rX-RP or LP-X (nP.) y 1 1 I i o o A a ' ;4 e on l o F i I fl 1 1 ' a0 Z J= o c IOil,_ u i C3 /�. D 1 /�. II /� E 1 //. I a i m i O � N 1i A J o- 09 0,o o m z o < 1 I 1 F1 i .a o a �� `ar 1 D fl o s z XX r XX-RP or LP-XX or RP-XX-LP ' F 1 I fl F2 � ; ViO" zz p-� 7/16'OVERALL LAM. GLASS y '._STEEL REINFORCING 1 1 0- O "�'T z tl1 LI'; POCKET WALL Q I AS REOD. 30 g4 I o I ' i fD C O < ' ' SEE NOTE 3 ,1 a o o f (TYP.) 63 fl II 1 i o¢ ; C m r ' XXX or RP-XXX or LP-XXX - X n X ® X 1 X 1 I w o t� s F o f 43 1/2" MAX. OTES a ' U 01", �/ /�y % s 1t 1) REFER TO SHEETS 9. 10 & 11 OF 14 < I a % U t 48 3/4" MAX. 49 1 8' MAX. a` o D.L. OPG. / FOR TYPICAL CROSS-SECTION DETAILS. 1-` „p o- -0 -T PANEL WIDTH PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 c S FOR TYPICAL ANCHORS AND NOTES. ^ " ,� =t 4 DOOR - THREE TRACK 3) FOR POCKET WALLS SEE GENERAL NOTES 0 0 0 at PANEL MAX. D.L.O.: /15 & 16 AT SHEET 1 OF 14. rg p "XXXX" TYPICALELEVATION i4 1 G• G= =O =� I 3/0 X 6/8 = 31-1/2" X 74-1/4" 8 s r Y 4/0 X 6/8 = 43-1/2" X 74-1/4" TESTED UNIT a XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 3/0 X 8/0 = 31-1/2" X 90-1/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR d APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4" LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. WITH & WITHOUT POCKETS c 0 3y (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPACITY- PSF (2 1/4" SILL) DP CAPACITY - PSF(3" SILL) LAMINATED GLASS - ut BULB VI" BULB VINYL 17 NOMINAL DOOR SIZES GLASS TYPE 'A' Goss TYPE 'B' GLASS TYPE 'A' CLASS TYPE 'B' LARGE MISSILE IMPACT z WIDTH HEIGHT y 3/16-HEAT STREN'D GLASS 3/16'HEAT STREN'0 CLASS FT./IN. FT./M. EXT. (+) INT. (-) EXT, + INT. ; - ( ) (-) EXT. (+) INT. (-) EXT. (+) INT. .090 PVB Interloyer 090 PYB INTERLAYER 8/0(2DR) Soflex CP-Solbx&Saflex HP E p Dupont ButocRe or 8/0 56,7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 a by SOUITVL, Inc. y: d (W/ 1 STEEL) 1 < e w DuPont Butocite by: E.I. �,,T (')DuPont-SentryGioss by: DuPont DeNemoun&Co. Ino. h E.I. DuPont DeNernours&Co., Ino. 8/0 (2DR) 2 m Z m 3/16'HEAT STREN'D GLASS (W 2 STEEL 8/0 56'7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 1111111111] (A 3/SLICONE16- T STREN'D G1A55 g SILICONE 12/0(3DR)) (•) •) m Ten6,4y,/. '•"�° �/)y°ek. I LAO DOW CORNING 899 DOW CORNING 899 (W/ I STEEL) 8/0 56.7 68.0 56.7 68.0 - - 68.0 68.0 ,�°°CI; k I 40 L0 I..I 40 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 66.0 m o Uj y N LL 4c'.' :cn. OI (W/2 STEEL) (') (') n m N I 16/O(4DR) +:cmpIyiqg RENEWED z r(J) Lu `�' (W/ 1 STEEL) 8/0 53.3 60.0 53.3 60.0 60.0 60.0 60.0 6witnc=ttorideoode E 'A' GLASS TYPE 'B' (W 2 STEEL6/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 6D GLAZING DETAILS (•) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090"SGP LominatdMimli D4de Product Coalco j1 0 I" Mi, 1/4' TAPCON or APPROVED EGUAL BY EOR TYPICAL ANCHORS IN PAIRS METAL Edge Dist. V/1 3/4'MIN.EMBED.INTO 32 Ksi Conc. $EE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE B 6'FROM CORNERS L SEE ELEVATION AT SEE ELEV. FOR SPACING .. SHEET B OF 14 FOR MAX.SPACING. 39 x Q w �°. Via. •Y d .4. \ n o h D: o _ i<m +TI O z 0 }.�.iv1�:n 1 4 MAX. _ _T O O 6 s :YT;,I.,Y;;,♦ GAP --� a p c i L] rQn 1 BY P.T. 71 VOOD BUCK n W= O W METAL STRUL'TURB ATTACHYIiNT DETADc o�n ! � O � 1B IB TYPICAL ANCHORS IN PAIRS NOTE: V' In 1 SEE ELEV.FOR SPACING 1.ALL STEEL IN CONTACT WITHz, O O 15 ALUM. TO BE PAINTED OR PLATED. `� O CLEAR SILICONE TYPICAI.ANCHORS M PAIRS A 2.METAL STRU C6 KSI MIN.TUREJa A .0.1 Oq REDOING COMPOUND )STEEL: F A3 10 I 33 SEE ELEV. FOR SPACING (STEEL 12 GA.MIN.THICK - 0.105") V Tn rn I I B)ALUMINUM : 6063-TS MIN. I II II II II II ,U1 V 0 0:17 zeY woos B.ck s.eserote (ALUM. 0.078"MIN,THICK) or Wood trut.re /(SG) Mw -RADE COUNT 0 MULLION crwBY .ss m:.(TyP.) SEPARATES N04 I I I I I 7/16'-LAMINATED GLASS ---� O Q bd 29 o �_ O 51 I I I I I NOTES: 1) REFER TO SHEET 8 OF 14 w tT w FOR GLAZING OPTIONS AND DP CHARTS. od O I 2) REFER TO SHEETS 10 & 11 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. �. FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM ANDEn 3) REFER TO SHEET 8 OF 14 ,4 (W. FOR MAX. ANCHOR SPACINGS. TRANSFER THEN TO THE BUILDING STRUCTURE. K TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING Ga I I I I I In Ln 0 ANCHOR TYPE CHART IN CONC. or MASONRY min. a NBA ANCHOR OPTIONB D-BDt JAMB BmAedmen Baso Msl c000rete ng I ( I I N= IW U ELCO ULTRACON 1/4' 1/4' 1 3/4" 1' 2.85 Ksi $ s n BUILDEX 1/4' 1 - 1 3/4" 4' 3.2 Kai 4f I I I W 0 - BUILDEX - 3/16' 1 3/4' 3' 13.2 I I to 1 j ul ANCHOR TYPE CHART IN 2X HOOD BUCK min. O ODUCT'REM:WED s ANCHOR OPTIONS HEAD-SILL JAMB SmLedtmee I 1/8"SILL RISER '„1= 8d{e Dist Pat Wood b complying tvlGll�:Flmide I I I I I ADHERED WITH N ELCO ULTRACON 1/4" 1/4' 1 I/4" 1' .55 Sc Building Code 'S o m I I I 5 CLEAR SILICONE Accepter ce Nn FULL LENGTH w BUILDEX 1/4' 1/4• 1 1/4" 1' ,55 SG 9 Z I i I I OF UNIT SILL N I J11111W I I S.M.S.(Into 2X) /12 /12 1 1/4" 1" .55 SG - •, 3 $ I I 1/4" DRILLFLFX qFI F DRILLING SCREWS Mimoi padC Product a: 3 0 19 I I I INTO METAL STRUCTURES < m s 0 I 12 I I O I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) I 13 3o I ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) B I I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ►eA iIaDJ4� I PERINETE I I 21 I I 110 SIM. �`� it CAULKING INTO APPROVED MULLIONS (NO SHIM SPACE) y O;•• �s I TVPIGAL EDGE DISTANCE • n (1/47 INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) -4N •,d NI •J•y'I•` 21 y^ �,,� ��r~• &;•y20•.•4' 'n J (1/47 INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX) ' •� In * e Lnl °. .• .. ,, ' yl • A y'I n AIRY 3 MIN. ( BUILD ) � � ..•'�' •j�.i TYPICAL AN `N 016WOODT STRUCTURES�D MMAINS.O �.> N 4(•:GJo 4'• ITW EX � 1 4 ' - 2 PER CLIP INTO METAL STRUCTURE = 3/4" MIN. n' • • i/4' TAPCON or APPROVED EQUAL BY EOR ©•••, Q4JI 39 •' n FW1 V ROMCORNERSMIEMBED'INTO ELEVATION Conc.SHEET116' SEALANTS; y ��y� #.• ,`,�� ,. Non-Shrink.Non-Metollic B OF FOR MAX. SPACING. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL 4JJJId1111BN O Grout of Minimum 5 Ksi SEALED WITH WHITE/ALUMINUM COLORED SEALANT. WOOD BUCKS NOT BY LAWSON IND. MIST SUSTAIN IMPOSED LOADS 1/4- GAP MAX. p CLEAR SILICONE ADHESIVE BEDDING COMPOUND �. • 'R m C v 'Z 6. 33 • n mh 0Z t3 ` 7/16'-HS..LAMINATED GLASS 4• I F H aj h q. 6 .. B 7 29 3 d m p.o V Hn o ''� "• mp L)1 O A �o CLEAR SILICONE ADHESIVE ' L r-BFDDING COMPOUND ;W v t 33 412 X 2'F.H./PMI.-S.NS.V/ 25 2 2i> y (/] (w �•>1 I 13 11/4'MIN,ENDED. INTO 2X _ O 2 STEEL BARS REOD.ON z .•�: 7 P.T.WOOD BACK (SEE SHEET 19 SIZES AS LISTED IN DP O FOR FASTENER NOTES AND n W x C O ` 2�8 CHART W/PRESSURES m 2 AT SHEET * a Z O FOR F STTE+NER SPACING B FOR SHOWN ON SHEET 8 OF 14 ! .0 7 .N-� D 16 la 2X .T. O co 17 5 D a, e X 17 28 D D ,6 s l W O a 5 -- — < ` ' r• 1 amu Q o SCREEN DOOR PANEL SCREEN DOER PANEL '1s; 25 1 STEEL BAR REDO.ON C O O �-- - (�7IONAU M, t SIZES AS LISTED IN DP �y D O '' +"` Ca3 (OPTIONAL) 1 t ,,rte O �,�__ � CHART W/PRESSURES (• � y �` EXTERIOR ... SHOWN ON SHEET D OF 14 G EXTERIOR GRADE - DOOR WIDTH(142 1/2') PERIMETER CAULKING ` C, 3D/3T — XXX NOTES: 1) REFER TO SHEET B OF 14 F FOR GLAZING OPTIONS AND DP CHARTS. " 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. g b 3) REFER TO SHEET 9 OF 14 WOOD BUCKS NOT BT LAWSON IND. FOR TYPICAL ANCHORS AND NOTES. MUST SUSTAIN IMPOSED LOADS 4) REFER TO SHEET 8 OF 14 n P ry +y� 7/16-H.S..LAMINATED GLASS FOR MAX. ANCHOR SPACINGS. 2g 1/4" GAP - g CLEAR SILICONE ADHESIVE E d 8 � BEDDING COMPOUND 33 .. e, n 4 u° 3 6 7 13 37 c 35 .172%2'FH/PHI:S.M.S.V/ e s z 1 1/4' MIN EMBED. INTO 2X P.T.WOOD BUCK (SEE SHEET 19 FOR FASTENER NOTES AND x 28 8 ELEVATION AT SHEET 4 8 FOR 1 FOR FASTENER SPACING .. 16 2X .T. � •.••.. D —J 25 Zi y fqe' Ln(y O w. •:`,� r'�. B 16 .> %;:�::� a8'.••.,� a7i p `ry• N 4t p OtQ�yZ��I .[• 3 SCREEN DOOR PANEL mss; t?^. ' [n•L7 1"' "E,d, s„ ;'k� , aeooucrRSNewm (OPTIONAL) D EXTERIOR — 'k:}`�'i;r�k¢'i 4s mmW1'DB with U Flmids �` ••(� I •t`�`+�.-`,•'. Acct t�Cork EXTERIOR GRADE - P Ince,IQu DOOR WIDTH<96'> PER[METER CAULKING n a"_ / ��, � 'II,,, 471 d 49 2D/2T — XX Mi:cr�!llsd:i':,.r_c'tC'•.,�:ro O I • DOOR &ICK WIDTH(189 3/4') O b C v p12 X 13/4'FH/PHI.SNS ` '. :• n"" h 1�4" MAX V/1 1/4'MIN EMBED.INTO - -.1�, rf y a 2X P.T.WOOD BUCK w ! SHIM (SEE OPTIONAL INSTALLATION :d• (/1 p m CV! z o DETAILS AT SHEET 12 OF 14) O Q •U I/4' TAPCON or•APPROVED EQUAL BY EOR 39 N V/13/4•MIK EMBED. INTO VA IO Cont. NOTE: ,.'�� POCKET WALLS ;I•'.,,, < a • 6'FROM CORNERS L SEE ELEVATION A7 CLEAR SILICONE ADHESIVE STEEL BARS REDD.AS •1- .♦> SHEET B 14 FOR MAX.SPACING. BEDDING COMPOUND LISTED IN DP CHART W --1 I `I-.,SEE GENERAL NOTES =w o 0 PRESSURES SHOWN ON/ -.It&:/15 & 16 AT -•= O ... 13 3 SHEET 8 OF 14 31 16 ! SHEET 7 OF 14, y0)w= O Uj 37 9 el m s o. ti oo N ' 286 - 16 _ _ (� C _______ ___-c_==- _____ BEDDING COMPOUND - - , Z N O 1 N V1 U L) p < ...'4y 18 8 538 Np^ oM < z0 . . .K-. I _ _ 39 6 F1 c a 0 17 B 5 � 30 0 '.w: ------ N ce � • C.l t 7 C � l� SCR EENS OPTIONAL 'gym';'F^F''- `' EXTERIOR GRADE O EXTERIOR —--—--—_ — POCKET DEPTH o o PERIMETER CAULKING TEST DOOR WIDTH(190 5/8') c p N 4D/3T — XXXXP NOTES: 1) REFER TO SHEET 8 OF 14 $ g TYPIC/1L ANCHORS IN PG FOR GLAZING OPTIONS AND DP CHARTS. n E SEETYPEL.ANCHORS IN PAIRS SEE ELEV.FOR SPACING 2) REFER TO SHEET 9 OF 14 SEE ELEV. FOR SPACING 1�4" MAIC FOR VERTICAL CROSS-SECTION DETAILS. 3 n r 1/4' MAX. SHIM 3) REFER TO SHEET 9 OF 14 o N J SHIM -------------------------------- FOR TYPICAL ANCHORS AND NOTES. n -------------- -----= 4) REFER TO SHEET 8 OF14 - o FOR MAX. ANCHOR SPACINGS. 2i� } � i 3 8 9 6 16 7 ` 3L 6 o' o METAL STRUCTURE ATTACHMENT DETAIL �•'•♦ • rk I 2Bm Q.♦ I 4 NOTE: - - '6 LLL• ' 1. ALL STEEL IN CONTACT WITHd 0 •'.' ALUM. TO BE PAINTED OR PLATED. ___ - $ !'�JZ�3 NMETAL 0• STRUCTURE 2 METAL STRUCTURES: sgO •n A) STEEL : Fy = 36 KSI MIN. (STEEL 12 GA. MIN. THICK - 0.105") :�� "',�o% N v• -•- a. .� B) ALUMINUM 6063-T5 MIN. Z ` / ICS ; ALUM. 0.078' MIN. THICK PROD lyh;g l .'.- ( ) comolyirg lv�ilh the Fiprida 7� `• (G • .o �LO� 17- --' _-_ 4 off I F _ 6 • SCREEN DDDR PANEL �' G (OPTIONAL) q we.:T.�i n>taz r�.a.a corn(o Miami Shores Village Building Department : ,�4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010 BUILDING Master Permit NoJ20- 114- la q l PERMIT APPLICATION Sub Permit No.Ti... ` I LI I� `} ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP /,� / CONTRACTOR DRAWINGS JOB ADDRESS:, 3 2- P (X/ AO 5�� City: Miami Shores County: Miami Dade Zip S� Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: // BFE: FFE: OWNER: Name(Fee Si�mple Titleholder : / ' L (Phone#: �� 2,1 Address: oSiU O City: State: Zip: -3 r 1 Tenant/Lessee Name: _ /t' Phone#: Email: 1r CONTRACTOR:Company Name: V C..� ,[�,,,/ j `� //K� Phone#: S-3lG Address: 11D:24 $� L'� �_� / City: we A State: Zip: :Sell Qualifier Name: iV AeV9 Phone#: � ilG �SGJY State Certification or Registration#: t� 6��7 Certificate of Competency#: I DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Workf r thi Permit:$` '� Square/Linear Footage of Work: Type of Work: Addition ❑, Alteration El [:1Repair/Replace ❑ Demolition Description of Wo k: Specify color of color thru tile: Submittal Fee$ �� )� Permit Fee$ 2-2-5- x>° CCF$ 2 �(� CO/CC$ Scanning Fee$ �� Radon Fee$ ;, DBPR$ Notary$ /J Technology Fee$_ y� Training/Education Fee$ V Double Fee$ m Structural Reviews$ _ Bond$ TOTAL FEE NOW DUE$ I (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the firstPOWNIRorAGENT h, oc- rs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection wed a a reinspection fee will be charged. Signature _ Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of - 20_ILI by � day of U 20 , by F16 is personally known to _Ef o� rr i e ra, who is personally known to me or who has produced as me or who has produced �Y �Lv 1 G��e as identification a�wida ath. identification and who did take an oath. NOTA Y PHNOTARY PUBLIC: AR A ERRERO •'c M ON#EE176700 Sig Sign: Pr nt: Print: C Se Seal: L lLA >3 APPROVED BY `J' //—/`/' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t iami Shores Village ildin g Department ��T�''".�a, " � JIJN 1 X015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972Ir: INSPECTION LINE PHONE NUMBER:(305)762-4949 ---- FBC 20 g BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. C,BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,� /',W/ CONTRACTOR DRAWINGS JOB ADDRESS: 13 7 /V /D( 75r City: Miami Shores County: Count : Miami Dade Zip: w Folio/Parcel#: / 136 0 � Is the Building Historically Designated:Yes NO�_ Occupancy Type: Load: Construction Type: L Fl000d Zone: BFE: ( 2FFFE: OWNER: Name(Fee Simple Titleholder): I' 6r- ^lea( E_<44 e.tL& Phone#: ✓057 ! ✓3 Address: �� G'Jdly./ &'5 Dc, / Q City:�/h.Pot State: F(_ Zip: 3 3 61 Tenant/Lessee Name: Phone#: Email: LcQfq/o CONTRACTOR:Company Name: Phone#: �S59 �� Address: 1%q5,7 S W 1140 5T City:JA I cm IState: Zip: 3 Qualifier Name: tloy Aclr,e1'0' Phone#: State Certification or Registration#: (',Fc-054-:7�S Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Fo ge of Work: Type of Work: ❑ A clition ❑ Altera ion ❑ New R pair/Replace ❑ Demolition Description of Work: "I�Z3 o f Specify color of color thru tile: Submittal Fee$ Permit Fee$ "t7 CCF$ CO/CC$ Scanning Fee$ 'n , Qc� Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Y (Revised02/24/2014) 1 Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has com,menced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ."WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap roved and a reinspection fee will be charged. Signature . '� Signature OWNER or AGE CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this e� day of `s_v 20 1f by 9.L day of —f-u--,& 201 , by Mar r who i ersonally known't ffickAwh personally known me or who has produced as me or who has produced as identification and who did take an oath._ identificati o AAGONZALE,Z NOTAR P, T d ZALEZ MY COMMMON 0 F:194283 NOTARY P EXPIRE$JW4Wy 25 2019 MnY C)MWS81 S FF194283 �,+07 i-0 sa EXPIRES 2 Floie1Na1rlOrMp�� Sign: "'R Sign: Print: Lick-aPrint: �` e Seal: Seal: APPROVED BY ��75 Plans Examiner Zoning Structural Review Clerk (Revised 02/24/2014) Miami Shores Village - IL I partment � 122015 5 W2nami Shores, Florida 33138 BY-REVIx:(305)756-8972 UMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. r�( PERMIT APPLICATION Sub Permit No.,2z 22 ❑BUILDING ❑ ELECTRIC ❑ ROOFING [REVISION ❑ EXTENSION []RENEWAL [PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:/ I ) 136, .-(?L4—0 Is the Building Historically Designated:Yes NO Occupancy Type:(j,- _'.-'r oad: Construction Type: Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder): , C�" I� �_ /� k-57t/i Tc C:Phone#: 4 Address: City: E _ ; ��:..Y State: Zip: 5 Tenant/Lessee Name: Phone#: Email: S Z , n CONTRACTOR:Company Name: r :!^ % f= v ��' ? i;, Phone#: Address: City: w 117� �I �r State: G Zip: Qualifier Name:�� A6 J G 1 !6- Phone#: State Certification or Registration#: C L U ,u S S, Certificate of Competency#: DESIGNER:Arch itect/Enfiinee r: )jL-QZ tc� Phone#: Address: ] I Lz_a F City: #14,-COV State: zip: ) L.; Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: S 14 h i -t'a- 0 U; S t h �` 4L q .1r 1 ►=f E�'.� h? f� r�>^ (^Z-l�- y► L' i.�� -r' (� `j i T F i^�) N h[..) t Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW (Revised02/24/2014) .t Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (pays after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a,reinspegtIbn fee will be charged. Signature I Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /✓'F•t .20 Ir by LP day of J0 'XO I I by wh s personally known &c n to me or who has produced -= s me or who has e = MY C AM631 . •178700 as • •, R •n*A6..2Q18 identification and who did take an,oath. -� identification. to NOTARY PUBL Q NOTARY PUBLIC: r �----- ''"'T CARL.O$ U ERO .•._ s EE176T00 Sign: 1$. . --'sign: Print: ___ Print: r SeoSeal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) /0 CENTRAL Fumigation Department Inc_ Notice of Preventative Treatment for Termites (as required by Florida Building code(FBC)104.2.6) 137 NW 106TH STREET MIAMI SHORE FL 33168 Address of Treatment or Lot/block of Treatment 12/30/2014 2:00 PM RAFAEL Date Time Applicator Premise 75 Imldacloprid 50 Product used Chemical used(Active Ingredient) Number of gallons applied 0.1 1,658 Percent Concentration Area Treated(square feet) Lineal Feet treated Stage of treatment(horizontal, vertical), adjoining slab, retreat of disturbed area) As per 104.2.6-if soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment,initial and date this lane 12/30/2014 CENTRAL FUMIGATION DEPARTMENT INC. 20319 SW 86TH COURT MIAMI, FL 33189 Inspection Worksheet ( Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225836 Permit Number: RC-8-14-1741 Scheduled Inspection Date: December 30, 2014 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Floors Owner: , Work Classification: Addition/Alteration Job Address: 137 NW 106 Street Miami Shores, FL 33150-1247 Phone Number Parcel Number 1121360080290 Project: <NONE> Contractor: C&C BUILDING INVESTMENTS INC Phone: (305)433-6659 Building Department Comments INTERIOR REMODEL, FIRE REPAIR, KITCHEN & Infractio Passed Comments BATHROOM INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 29, 2014 For Inspections please call: (305)762-4949 Page 31 of 32 Jose A. Martinez P.E. Civil, Structural Engineer Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 Date: 12/12/14 Project: Single family residence Address: 137 NW 106 ST. Miami Shores, Florida 33150 Contractor: Attn: Chief Building Inspector: Please be advised that I inspected the footing increase along the entry wall.A footing increase was approved for both sides of the wall but was unable to be fully completed because of site conditions. An existing footing was present inside the building. I found this existing footing along with the increase to the outside wall footing reinforcement to be adequate enough for new truss loads. If 1 could be of any further assistance in this matter,please do not hesitate to contact me. Truly yours. /ceA rtinez, PE 1509 24 EAST 5 Street, Hialeah, FL 33010 (305) 450-6228