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WS-17-2675 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(306)795-2204 Fax:(305)756.8972 ols Inspection Number:INSP-292063 Permit Number: WS-11-17-2675 Scheduled Inspection Date: February 07,2018 Permit Type:Windows/Shutters Inspector.Riveron,Alexis Inspection Type: Final Owner: PADILLA,FERNANDO&MARTHA Work Classification:Window/Door Replacement Jab Address:365 GRAND CONCOURSE Miami Shores,FL Phone Number (786)269.8313 Parcel Number 1132060135950 Project: <NONE> Contractor: THE HOME DEPOT USA INC Phone:(954)336-0881 Building Department Comments WINDOWS REPLACEMENT 2 IMPACT Inflac ° —Ta'ased CoMments INSPECTOR COMMENTS False Inspector Comments PassedEf Failed El Correction ❑ Needed Re-Inspection a Fee No Additional Inspections can be scheduled until m4nspecuon fee is paid February 06,2018 For Inspections please call:(305)762.4949 Page 1 of 25 Pemut NO. W5-11-17-2675 �etjO1 s c,� Miami Shores Village Permit Type:Windows/Shutters .. 10050 N.E.2nd Avenue o,*Classification:Window/Door Replacem Miami Shores,FL 33138-0000 'Per I y�lN-- o„e Permit Status:APPROVED Phone: (305)795-2204 I FCORIDp` Issue Date: 11/9/2017 Expiration: 05/08/2018 wsmmw� Project Address Parcel Number Applicant 365 GRAND CONCOURSE 1132060135950 Miami Shores, FL Block: Lot: FERNANDO&MARTHA PADILLj Owner Information Address Phone Cell LERNANDO&MARTHA PADILLA 365 GRAND CONCOURSE (786)269-8313 MIAMI SHORES FL 33138-5238 Contractor(s) Phone Cell Phone Valuation: $ 4,109.00 THE HOME DEPOT USA INC (954)336-0881 �.__ .. ..... .... _.�- Total Sq Feet: 20 Type of Work:WINDOWS REPLACEMENT 2 IMPACT Available Inspections: No of Openings:2 Inspection Type: Additional Info:WINDOWS REPLACEMENT 2 IMPACT Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-11-17-65614 DBPR Fee $2.00 11/09/2017 Check#: 1002 $91.00 $50.00 DCA Fee $2.00 Education Surcharge $1.00 11/09/2017 Check* 14734 $50.00 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $141.00 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, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PL BING,MECHANICAL,WIND WS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I c ' that all the forego' g i ati is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F ermore, uth 'ze t ov -na ed contractor to do the work stated. November 09, 2017 Authorize r A�pplijrant / ' Contractor / Agent Date Building D pa py November 09,2017 1 Miami Shores Village RECEIVED Building Department Nov 0 91011 � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 r, �C INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201q S BUILDING Master Permit No.\'r\ S -7�0� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [] CHANGE OF ❑CANCELLATION ❑ SHOP � (' CONTRACTOR DRAWINGS JOB ADDRESS: 1 C4 �F J offn ` O��"' -'a City Miami Shores GC�ounty Miami Dade 7i— < < Folio/Parcel#:�,1 ' 3QdW -01'3 - 5�(]` "0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: 1 Flood Zone: BFE: FFES: n OWNER:Name(Fee Simple Titleholder)fTxrt `� �� I _Phone# -54 t� 0 I(3 Address: Ld� 1,,PrP n W— '"_e City:��Lll.�l'�1 SV lyt �-� _State: Zip: 3313 Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR:Company Name: The Home Depot At Home Services Phone#: 954-336-0881 Address: 290 Cumberland Pkwy 300 City, Atlanta State: GA Zip: 30339 Qualifier Name: R AG-A EL 5 W.A UC K Phone#: 954-336-0881 p State Certification or Registration#: C jC-A -�51� 0 �� Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 10C1 • 10(3 Square/Linear Footage of Work: c3O '1-—, Type of Work: ❑ Addition 0 Alteration ❑ New Repair/Replace Demolition Description of Work: t!1 QDU-Ls W_U:�o L-A C_-E- Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary S Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 10Q 28 3 V07gU' pace 110., • 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. 1 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$7500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. \ — � Sir Signature g r OWNER or AGENT ONT TOR The foregoing instrument was acknowledged before me this The fore g instrumntnit�was acknowledged before me this day of D r ,20_��,by day of V`-' bw 20 1:1 ,by who is personally known to RaG ueI sU) who is personally known to me or who has produced D I L as me or who has produced" _. -Ly—as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign• W •� �.�/itlil. Sign: Print: Mj�� - QQACQ I N I Print: MARIUSKA ;��` °% MELANIE PROCACCINI Seal: Y P� '' Seal: ;� �,, =ot'a B` Notary Public State of Florida ° * ? Notary Public-State of Florida . * Commission#FF 220105 019 • i r 13, �q do My COmi6.Expires Jun 17,2018 »oma: My Comm.Expires Ap 4•'' Com issi sq, P.• ationalNotaryAssn. ********** **** *********** *** + I,f,36�G** ***********************s* *.'s► R;t +$'4**Svi�iiRsild4ll� '* APPROVED BY f Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 11/9/2017 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER . . Summary Report Generated On: 11/9/2017 Property Information . Folio: 11-3206-013-5950 ,a. Property Address: 365 GRAND CONC Miami Shores,FL 33138-2746 �"... Owner MARTHA PADILLA&H FERNANDO �r- I Mailing Address 365 GRAND CONCOURSE MIAMI SHORES,FL 33138-2746 PA Primary Zone 1300 SGL FAMILY-2801-3000 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 5/4/0 Floors 2 Mi l r f Living Units 1 Actual Area 3,328 Sq.Ft Living Area 3,264 Sq.Ft Adjusted Area 2,993 Sq.Ft Lot Size 9,750 Sq.Ft Taxable Value Information Year Built 1946777 1 2017 2016 2015 County Assessment Information Exemption Value $55,000 $55,000 $55,000 Year 2017 2016 2015 Taxable Value $299,626 $292,333 $289,919 Land Value $343,144 $311,949 $214,797 School Board Building Value $225,869 $227,706 $229,541 Exemption Value $30,000 $30,000 $30,000 XF Value $33,666 $34,043 $22,759 _... Taxable Value $324,626 $317,333 $314,919 Market Value 1 $602,679 $573,698 $467,097 City Assessed Value $354,626 $347,333 $344,919 Exemption Value $55,000 $55,000 $55,000 Benefits Information Taxable Value $299,626 $292,333 $289,919 Regional Benefit Type 2017 2016 2015 Exemption Value $55,000 $55,000 $55,000 Save Our Homes Assessment Cap Reduction $248,053 $226,365 $122,178 Taxable Value $299,626 $292,333 $289,919 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 OR Vet Disability Exemption $5,000 $5,000 $5,000 Previous Sale Price Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Page Board,City,Regional). 09/01/2000 $318,000 19313- Sales which are qualified 4089 Short Legal Description01/01/1999 $0 18510- Sales which are disqualified as a result of MIAMI SHORES SEC 1 AMD PB 10-70 2627 examination of the deed SWLY1/2 LOT 2&ALL LOT 3 17139- BLK 44 03/01/1996 $245,000 0557 Sales which are qualified LOT SIZE 75.000 X 130 16917- OR 19313-4089 09 2000 1 08/01/1995 $240,000 2547 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795-2204 Fax* (305)756.8972 In§gection reguirements foie: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,Changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding} the permit holder or qualifier bearing his signature on th6 permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the pen-nit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion"bucks,shims., etc.Inspector will also verify anchor type,edge distance,embedment and spacing.11le purpose for this inspection, is for the verification of conformance with Product Approval (NDA), A edgement- ualifie �nefgi�;ature Date Print Narne WINDOW AND DOOR INFORMATION SHEET JOB# 10428388 Name PADILLA Location APPROVAL MULTIPLE Opening Corner PRODUCT APPROVED REQUIRED OPENING Window Opening WINDOW ARE Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REO. REQUIRED 1 1 4 1 17-0411.06 1 1 PNL 75 75 42.6 46.2 54.00 32.00 Mull Bar NO 2 4 17-0411.06 1 PNL 75 75 42.6 46.2 54.00 32.00 1 x3/ver NO 3 4 16-0218.03 MULL 170 170 42.6 46.2 1 1X3 42.00 1 N/A NO IPNU3PNL=SLIDER GLASS WINDOW/SH=SINGLE HUNG/DH=DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD=PATIO SLIDER DOOR/CASE=CASEMENT/ PICT=PICTURE WINDOW/ED=ENTRY DOOR/AWN=AWNING .. ... . . . . . .. .. ... .. . . . .. . ... .. . ... ... ... . . . . ... . . • . .. .. . . . .. .. ... . . . ... . . 1 OF 1 365 Grand Conc. Miami Shores,FL REcF-ivF-b NOV 0 9 2017 V. , zo -.10,0" _7 - 0" --- vu N First Floor 2 ;r Office 7 A— rw%uLl Front Door N/A ---------- Miami ShcresVillage Porch • P,- F' DATE 'Ff)NNGDeR�f* ----1 TO" _fl D. G D E 0 P.T .I . .:. : - : - # — SL43JE#',-T-JC-1A:pL11NC!VWIT�ALL FEDERAL :.• :. • 0 0:00 .:. :0 .: • . • "S" L STATE ANL)CC-IjNfiY fqLjL--:S AND REGULATIONS FLORIDA BUILDING CODE 2014-5th Ed. -ASCE/SEI 7-10-WIND LOAD TABLES-170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRE55URES IN P5F WIND PRESSURES IN P51' 170 MPH VELOCITY- EXPO5URE C 170 MPH VELOCITY-EXP05UKE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 1.0 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 46.3 50.2 61.8 50.6 1 54.9 67.8 51-60 53.4 1 57.8 1 71.2 58.4 63.3 78.2 LOCATION 13ROWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COU NTI E5 EXAMPLE COU NTI E5 WIND PRE55URE5 IN P5F WIND PRE55URE5 IN P5F 175 MPH VELOCITY- EXPOSURE C 175 MPH VELOCITY- EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 44.5 48.2 59.3 .48.6 52.8• 6�l1• 16-20 1 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62.4 ••5.1-1 ; 55.4. 68.5 •• 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 , VS, 59.4;1"". •.•.�. 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70.4 • •6,• 62.5 7.7.1 • • 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 54.9 59.4 73.1 .6004 65.0 P i30.2 0 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 56.6 61.3 75.5 •6+1!9 67.1 0 CC99 9•••• LOCATION LOCATION •••••• • •• 00004, MIAMI-DADS COUNTY MIAMI-DADE UWY • • • EXAMPLE EXAMPLE 60%6 •••• 00000* • • GENERAL NOTES: •• • • • 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTSAND CLADQWG. (;URRICAN� •••••• SHUTTERS.WINDOWS AND DOORSI APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN* • ' ' PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. •• 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES ORA SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings.For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building>30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the FBC- HVHZ,use Exposure C when building is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzt= -(FLAT TERRAIN) 10-DIRECTIONALITY FACTOR Kd= 85(Wind Directionality Factor) ♦y`''i,,r�,LJG' 11-TRIBUTARY AREA:10 SQF ,�� 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the ,•� ,,r" N Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 ft. � 4 �n'•.-- No. 526 9 "ro.. , : s,oFe E N G C O,Inc. STATE O _ 'moi T Engineering Services-CA 8116 �-" , /i �i % 0R1� ice' i �zs 1791BIountRoad-unit 907 �i�J�iY�� Z, \ Pompano Beach-Florida 33069 '•., �24y �, ate, Tel:(754)307-1319 Fax:(754)205-6846 �''•i. ,rrr# _ < •" A E-mail:Engco@,AOL.com a<=BWx0.1ora<= hx0.4 BW less or equal than BL DATE: 07/21/2017 a must not be less than PEDRO DE FIGUEIREDO-PE 52609 a=3 feet or a=0.04 x BW NOT VALID W/OUT SEAL MIAMI-DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/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 to Florida$wilding• •• Cod udin the Hi hVe rricane Zo • • • DESCRIPTION: Senes"HR-710"Aluminum Horizontal Rollin Window—km •• •••••• $VAZ raw t e 27-10, Alum. ornzontal RVVV; indowi Impact .... sheets 1 through 11 of 11,dated 02/28/06,with revision H dated 03/24/17,prepared byu1hnufaCtltrgr.Signed.... and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Produot4outrol Rexvisiou stamp..;..• with the Notice of Acceptance number and expiration date by the Miami-Dade•Eonnty ProauetControL..... Section. •••••• 09 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. •••:. LABELING: Each unit shall bear a permanent label with the manufacturer's ;am; or logop city, state; model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. Mu►rtwane coutvrr NOA No 17-0 11.06 � J Expiration D�� . eI&sl Z.t ( Approval Date: August 31,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window,Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision H dated 03/24/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing.LabQratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-FT7P,• dates"1'1'/16/159..... 06/07/16 and 06/02/16 respectively, all signed and sealed by IdaTYhis1Orteg%P.% •; ...... (Submitted under previous NOA No. 16-0714.13) 609:00 . 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201�R4 .... ;••••; 2) Cyclic Wind Pressure Loading per FBC, TA'S SAI'94 along with marked-up drawings and installation diagram of an MQA.%lumi"•• ••:••• horizontal sliding window,prepared by Fenestration Testing Lgtofatory, In1!,9Test ••••;• Report No. FTL-5330, dated 07/18/07, signed and sealed by Carfcvs . Riojnda,P.E. ••• • (Submitted under NOA No. 07-0815.09) ""'• 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94••• ••• :" 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202x94 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 an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M.Plasencia,P.E. Prodfict Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 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 an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with F$C-!th Edition (1014) and FBC-6'b Edition (2017), dated 03/31/17 rgvpd ATI/n/17....... prepared by manufacturer, signed and sealed by Anthony Lynn Mlldt,P.E;...;o • ... , ... . ...... 2. Glazing complies with ASTM E1300-09 • .... .... . . D. QUALITY ASSURANCE •••• 1. Miami-Dade Department of Regulatory and Economic ResourCCSMR). ' .. .. .... ...... E. MATERIAL CERTIFICATIONS •• • 1. No. 16-1117.01 issued to Kuraray America,Inc. for their"Tsosifol®U1lfi3 iur, • Clear, and Color PVB Glass Interlayers"dated 01/19/17, expiringon 0-A/A4/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 61h Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714..13) ,46'rge M.Plasencia,P.E. Prodfict Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13,issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Rolling Window—L.M.I., approved on 09/01/16 and expiring on 12/21/21. ...... . ...... .... .... . . .... .... ..... ...... . .. ..... . . . . ...... orge M.Piasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-3 GENERAL NOTES:SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPAcr RAnNG I DESIGNPRESSURERAnNG SEE DETAILS ON SHEET 2). LARGE a SMALL MISSILE VARIES PER OPTIONS, 1.GLAZING OPTIONS: ( IMPACT RESISTANT SEE SHEET 8 A 5/16'LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090"PVB INTERLAYER. B.5116"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.080"PVB INTERLAYER. C.5118"LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090'PVB INTERLAYER. D.7116"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090"PVB INTERLAYER. E.7116"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH A AW PVB INTERLAYER F.7118"LAMI CONSISTING OF(2)LITE$OF 3116"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER PRODUCT REVISED G.13/16"LAMI IG:(1)LITE OF 1/B"OR 3116'ANNEALED(MIN.)GLASS,511W OR 3/8"AIR SPACE AND SAW LAMI a•eompivine with the Florida CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A.090"PVB INTERLAYER eoildN • H.13116"LAMI IG:(1)LITE OF 1/8'OR 3116"ANNEALED(MIN.)GLASS,5/18"OR 318"AIR SPACE AND 5118"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE NOA No 17 0411.00 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Expl-e-ome 12/21/2021 1.13116"LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,5/18"OR 318'AIR SPACE AND 5/18"LAMI 13YCONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Miami- •rrodUCtE6-nGTf- J.13/16"LAMI IG:(1)LITE OF 1/8'OR 3118"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090-PVB INTERLAYER K 13/16'LAMI IG:(1)LITE OF 1/8*OR 3116"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 716"LAMI 32417:NEW LAYOUT.SHEET CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'PVB INTERLAYER. REORGANIZATION.UPDATED L.13116'LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/18"OR 114'AIRSPACE AND 7116'LAMI ANCHOR auiwrm PER Fac 11120T.CHANGEDANCHOR TYPES CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER 2.CONFIGURATIONS:OX,XO.XOX jt = 3.DESIGN PRESSURES:(SEE TABLES,SHEETS) m r41 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. C "0 3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. }eq 11 e s"° O 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. O y N 5.SHUTTERS ARE NOT REQUIRED. Z LL W w d 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, = u 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. U Uj ELCO ULTRACON NONS Z Mala ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL Zw 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 0 O TABLE 1: 1)WHERE SUBSTRATE rws Anchor Frame Min.Edge Min.O.C. Min, CONDITIONS REQUIRE Anchor Type Substrate Embedmentor # w co Group Member Distance Distance ANCHORAGE FROM MORE p F Metal Thickness THAN ONE OF THE ANCHOR N O Steel r. cut Pine(SG-0. ) GROUPS ABOVE CHOOSE THE 0_ Z A (min.d3 threeds beyond All 6063-75 Alianinurtl 318" 9118" 116" ANCHOR GROUP OF THE _ o motel subatrete) A38 Steel or Gr.33 Steel Stud 31W 9/18" 0.045" 18 Ge) LOWEST LEITER FOR ALL g LU t; *hl awl SUBSEQUENT TABLES IN THIS lY 1/4"Elco treCorl® All 1314" APPROVAL. ( _ B NOA DRAWING MAP •.o awriem ne ts 1/4"410 SS Elco CreteFlex® All Southam Pine SG-0.55) 1" 1" 13/8" 2)FLATHEAD ANCHORS MUST SHEET `1�1 rN�� Jamb Hollow Block, TM C90 2-1/2" We• i- 4" BE#12 TRIMFIT HEAD. GENERAL NOTES.............1 ��Op►Y LYNIy, C 1/4.410 SS Elco CreteFlax® • • • •• GLAZING DETAILS............2 �`4<,• All Concmte(mIrt 3.35 ksi 2-1/2" Jr •1314"• • • • • • ELEVATIONS.....................3N �� • TABLE 2: •• • • • i ••• •• VERT.SECTIONS.............4 _*: No.88705 • • • • • • • s • HORIZ.SECTIONS....... 4 Material Min.Fr Min.F. •• ••• •• 80DE9r SAW DNODS USED: CORNER DETAIL..............4 atom eomw 92 kei 120 kal •2017 FLORIDA BUILDING CODE(FBq.STIR EDITION o _ Elco UkieCan® 15S ku 177 kei •2014 FLORIDA BUILDING CODE(FBq.5TH EDITION PARTS LIST.......................5 a *ASTM E1300-09 EXTRUSIONS....................6 ^.� -` 410 SS Elco CmteRex® 127.4 kal 180.7 WI • ••• •• ANSVAF 1 FOR WOOD CONSTRUCTION '� ••.• ` 8083 T6 AWmlrtum 18 k•I 12 ks1 • • • • W yD4 INSTALLATION.................? i ••.R��• :0 81189-TSAluminum 23 kill 30kIJ • • •• • MIi1$1��ESIGry�ANUAL,ADM-2015 DANCIHORQUGN $ANT�S.......9-11 ' AFra`�t�� A36 BION 38 kU 58 kA •• •• • • • • �'i�3fx>-1B • A.LYNN MILLER.PEOr.33 Steil Stud 33 k.1 45-a-- ••• • • • • • P.E.a597W i' • • • • • • • • • • • •• • • •• • • • •• •• ••• • ••• • • 41 50 21 il KI SILICONE HOT-MELT BUTYL 112"NOM. STRUCTURAL 53 GLASS BITE 55 STRUCTURAL SILICONE 3/78'NOM. POLNIS08UTYLENE 714•NOM. FOAM WITH DESICCANT WITH DESICCANT 51 60,61,62 51 ER.GLASS EXT.GLASS PRODUCT REVISED wl th•e Fledda 1A'ANNEALED OR HEAT STRENGTHENED GLASS Sfle'ANNEALED OR HEAT STRENGTHENED GLASS NOA-No. 17.0411.06 .OW M INTERLAYER DAG PVB INTERLAYER 111'ANNEALED OR HEAT STRENGTHENED GLASS 3HG ANNEALED OR HEAT STRENGTHENED GLASS Expiration Date 12/21/2021 6116'NOM. 711E LAMINATED INT GLASS IVT.GLASS LAMINATED GLASS T116'LAMINATED GLASS M uct Control KODISPACE SUPER 4SG TPS SPACER®NXT T`I 3/24117:NEW SHEET EXTERIOR INTERIOR (ALL SECTIONS) ALUMINUM Qm = REINFORCEMENT POLYISO• DESICCANT FILL AREA W Y 50 `� ' to ati 21 50 21 DUTYLENE 5116"NOM. O O 00 65.86 5/15"NOM. 85$6 BUM& SLICONESFAL }^ 0 O 1/2'NOM. 1/2"NOM. DESICCANT ROLL-FORMED p a K 59 GLASS BRE FOAM STAINLESS STEEL Lei NQ N 5 GGLASS BITE o Z EXT.GLASS Z IL 8 � Tj2 52 � EXT.GLASS U v,ma,yy o 68,67,88,69,70,71 mi 72,73,74,75,76, Z a � tMia 1Ir ANNEALED OR HEAT STRENGTHENED GLASS SHG ANNEALED OR HEAT STRENGTHENED GLASS .ODD'PVB INTERLAYER ADD•PVB INTERLAYER NT.GLASS INT.GLASS Z W r 'Ar ANNEALED OR HEAT STRENGTHENED GLASS YAG ANNEALED OR HEAT STRENGTHENED GLASS U_ SHGLANINATED 711r LAMINATED AI AJ SPACE DURASEALO XL EDGEm � o SHG OR 3R'AIRSPACE UG OR3HGANNEALEDORTEMPEREDGLASS 1/6"OFNSHGANN6VEDORTEA�EREDGLASS 87 SPACER SPACER N 13HGNOM. 13HG NOM. NwNf 13/16'LAMI IG GLASS W/5/16'LAMI 13/16"LAM]IG GLASS W/7/18'LAMI TABLE 3: p a GLASS TYPES: Part Description Material N Til A.5/18'LAM]-(1/8"A,.090'PVB,1/8"A) p B.5116"LAMI-(1/8"A,.090'PVB,1/8'Hac S) 85 KOmffmdnp 4SG TPS Sper System 6 x p o C,5/18'LAMI-(118'H6,.090'PVB,1/8'HS) 86 Qumnex Super Spacer nXf with Hot Meft Butyl Sae this z D.7116•LAMI-(3116'A,.09("PVB,3/16"A) Sheet for u rr E.7/16'LAM]-(3116'A,.O90"PVB,3/18'HS) 87 QUanex Durmseel Spacer Materials Iq p = F.7/18'LAMI-(3116"HS,.090"PVB,311("HS) 88 Cardktal)l_Edge Spacer �n G.13116"LAMI IG-1/8"OR 3/18'A(MIN.),5/16'OR 3/8"SPACE.5/16'LAMI-(1/8'A,.090'PVB,1/8'A) i TeM a 897 H.13118°LAMI IG-1/8"OR 3/16"A(MIN.),5116'OR 31W SPACE,5/18"LAMI-(1/6'A,.OBO"PVB,.1/8"HS) I. 13/16'LAMI IG-1/8"OR 3/16•A(MIN.),5/16'OR 3/8"SPACE,5118"LAM]-(118'HS,.090"PVB,1/8"NA) ••• • ♦ • • • •• 't�'uGEMBF'••, J.13/18'LAMI IG-1/8"OR 3/16'A(MIN.),3116'OR 1/4'SPACE,7/18"LAMI-(3116"A,.09W PVB,3/7 A) • •••• • • • • • `: ' • • • • • • K.13/18'LAMI IG-1/8'OR 3/16"A(MIN.),3/18"OR 1/4"SPACE,7/18"LAMI-(3/16"A,.090°,3/18'HIS), •• • • • • ••• • �*: N10.58705 •:*_ L 13/16•LAMI IG-1/8"OR 3/16'A(MIN.),3118'OR 1/4"SPACE,7116'LAMI-(3116'HS,.090",3116'HS). • • • • • • • •000 so FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A °ioRLP►.•'�� TEMPERED I.G.GLASS CAP.BOTH THE DP AND • • .00 ••• •:• 060 ''csir7ONAL7LL� ANCHOR QUANTITY REMAIN UNCHANGED. ♦ • •• • • • • 7fJ/IL • • • • • • • • • • A LYNN MILLER P.E. 'PVB"-KURARAY TROSIFCO PVB INTERLAYER ♦•• • • • • • Pb.s 69706 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 27 318" 27 3/8" 27 3/8" MAX.DLO 54 5116"MAX DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED D D B PRODUCT REVISED 8 6 B as eomplylny with the Florida Building Code 1,110A-No. 17-0411.06 Expiration Date 12/21/2021 / ey Mlam et control ' X O X X 0 X— 3n4%7:N°CHANGES THIS SHEET. 110'MAX.WIDTH I.F.FRAME— —II - 85 7/18"MAX WIDTH I.F.FRAME--� (+----- WIDTH FLANGE FRAME 0 111"MAX.WIDTH FLANGE FRAME Imo--88 7/16"MAX. chi fA a DETAIL B-XOX(114-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) z rL' w a ac v At -24 tH NOTE: o a � 33 9116"MAX. 33 9/16"MAX. 1.SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. o Z d DLO FIXEDC DLO VENT w $ w O 67 MAX SEALANT OR CASKET rM° FLANGE AL Z A I A FRAME K y .aoe ALL 15 56" CONFIG. 2 F o 57 X. MAX 5 Q i DLO ALL O ALL r—{43 1 I.F.FRAME Lu _ w FD(ED / / VENTS 62"MAX.LITES I.F.FRAME ```til irrrrO I X ALL y LYNN at• ocriiNo.58705. FLANGE FRAME ,Z3 . .. ... �2 ... ai°�.' I� 73'MAX WIDTH I.F.FRAME .. • • • • • • • VIEW D-D 74*MAX i FRA • • •• • • • rrrrnulN�N • • • • • • •(FIRA$� CORNER CONSTRUCTION) ) • •• • • • • A.LYNN NITER,P.E. DETAIL A-OX OR XO ••• • • • • ;• REJ nems ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • INTERIOR 37 32 35 39 G1\ 22 P � q ,6 2 ,3 PRODUCT REVISED EXTERIOR INTERIOR as complyin with th.Florida Building NOA No. 17.0411.06 21 MAX.VENT DLO MAX.FDCED DLO MAX,VENT DLO Expiration oats 1212112021 Br % MAX.WIDTH(FLANGE FRAME) Mia rouct Cont EXTERIOR 19 SECTION B-B �� (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) SHEET:Nocwwoesnils HEE7. T MAX. INTERIOR 7 �r 32 37 39 � '"` HEIGHT _ ❑ 0 0 FLANGE > .Ap O 5 FRAME MAX N Y VENT 416 z�$ w DLO �lyy FF MAX z a `N wap FIXED Q Z DLO Z w 0 LL MAX FIXED DLO —►I MAX.VENT DLO I 43 o z o V22MAX.WIDTH(I.F.FRAME)ExrERIOR SECTION A-A iz (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) Z $ = o 0 8 22 21 41 22 2 MIi oiso `. 12 24 $ EXTERIOR INTERIOR 7 12 •• ••• • • • • • 21 LYN/� ,��i, ` � EXTERIOR INTF.%& ••i ••i ••• i i =* No.66705 6 � •�• ••• ••• •.• •.• �%�`•'•.!'?o�fo►.•.••'�: is 10 42 HEAD SILL • .• • ��'%rS�oNA�LL�NG SECTION C-C • • . • . A.LVI�1�lill�tK PE. (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION,3F.FR}VE) '.' '••(VERI CALESECTION, I.F.FRAME) PE.68705 ..• • . . . .•. • • . . . . . . . . • . . .. .• . • . .• .• ..• . • • •.. . • TABLE 4: HEM DWCDMM DESCRIPTION MAIL PG1W Erm DwG#hW DESCRIP'170N MAIL PGD/ 1 4102 1 A FLANCIEFRAMEBEAD 6063-T6AL612237 66 SS 13116"IAMIIGI/8"A . 318"AIRSPA MI 5/16'LAVrA .090PVB 1/8"A 2 4025 SASH STOP STD. (ANTI LIFT 6063-T5 AL 612244 67 13116"LAMIIG1/8"A IN. 3r8"AI RSPA S/16"LANG 1/8'A.090 ll8"HS 7834AA 68 13/16"LAMIIGIWA(MIN.).31r AIR SPA 5/16"IAMI 1/8' 090P 1/8"HS 3 k8X3/4PH PAN HEAD 0 13/16"LAMEIG3/16"A 5116"AIR SPA 1/8' 5116"LAMI A .090PVB.1/8"A 4 4053 SASH STOP COVER ASHS W9-TSAL 70 13116"LAMIIG3/16"A 5/16"AIR SPACE.5/16'LAMI 1/8°A .090P 1/8"HS 6 4136 1 1FLkNGE FRAME SILL 6063 T6AL 64136 71 " 13/16'LAMIIG3116"A 5/16"AIR SPACE,511W LANG I/8" A90 1/8" 7 4137 SIILADAPTOR 6063-TEAL 64137 PRODUCT REVISED 8 4131 SOL ADAPTCK 6063-T6 AL 64131 T2 13/16'I.AMIIGI/8-A IN. U4"AIRSPACE 7/l6'IAMI 16"A .090 PVB 3/16"A ascomp wlfh the Florida 73 13/16"LAW IGl/8"A . U4"AIR SPA 7/16"UMI(3116'A,.090 3/WBS gulling Eod• 10 712981 WMHOIECOVER POLYPROP. 71298 74 13/16"LAMIIG IVS'A IN, I/4"AIR SPA 7/16"IANII(3116-IM-090 P 3/16-HS) 110"o. 17 0411.06 12 1626 ADHhS[VSOPEN CELL FOAM PAD 7PAD1626 Expiration 6063 TEAL 612225 75 13/16'[AMIIG3l16"A 3/16'AIR SPA 7/1B IAMI 6'A .090P 3/16"A 13 4002 A FLANGEFRAMEIAMH 76 13!16'LUZI&VIVA 3/16"AIRSPA 7/16-W& l6-A.090 W16 HS) gy 14 4134 GASKETFORMAIN FRAME SILL JOINT 74134W/K 77 13116"LAMIICW16'A 3116'AIR SPACE 7/19IAMI 16"HS..090 3116 w"o 1Ot on trol 15 1155 781PQA 90 1014 SCRIM FRAME &VER 3105-H14 AL 16 4110 G ISCREENADAPTOR, 6063-13 AL 641100* 91 1630 SCREEN CORNERKEY W/RINGS POLYPROP. =4117:CHANWD GLAZING 17 4054 B IFUMMMMORAIL 6063HD-TEAL 64054A 92 1631 SCREEN CORNFRKEY W/OUT ROM POLYPROP. SILICONE 19 4066 W STP. 187 X F1N SEAL 64� 93 1073 SCREEN SPRING STST. 21 4105 SASH TOP&BOTTOM RAH. 6063-TS AL 612240 94 16yq SCREEN SPIRVE-.135 1NA.FOAM PM PW 22 1613 WSTP. X.270 RA FIN SEAL 616830 95 1635 SCREEN SPLINE-.135DIA.HARD QAPTH 23 225-1 ROLLERHOUSING&GUIDE 42112HD 96 SCREEN 24 226 IBRASSROLLERWHEELS BRASS 7BRWM2 0 29 4128 HORIZ-MAL ROLLER SASH TOP GUME POLYPROP. 44128N & o 2.710 U' N � 32 4006 D ISASHMEETINURAIL 60GHS-T6 AL 64006 33 1235 WSTP.170X=RA z� FIN SEAL 67S16G Z J m 35 1096 SWEEPGAT'CH DIE CAST 71096 = ! b p 36 1016 #8X.625 PH.FL SMS 7858 O 6063 T5 AL 64126 Z � 37 4126 SASH SIDE RAIL 2.624 eMa 38 1683 WSTP.2%X270BA FIN SEAL I 062 z w LL j 39 7070 BULB WEATHERSTRIP.187 X 275 11 40 1 UPTRAILCOVEtCAP 74078"0 LORR 00, L 1 41 4139 1 ILF.FRAMMI]FAD 6063-T6 AL 64139 lj 42 4140 1 11R.FRAMESILL 6063-T6 AL 64140 41 I.F.FRAME HEAD 43 4141 1 ILF.FRAMEJAMIB 6063-T6 AL 64141 414138.6063-T6 O 50 1(LAZING SWCOM DOW 791 899 995OIR 7700 Sl 1224 VINYL($AZINGBEADIIUIB 617247W.K Os 7 0 52 1225 VRM LAZINGIIFADBUIB 61'P248K 53 4039 B JGEAZINGBEAD-5116" 6063-13 AL 640398 2.784 � � S 54E511e C$AZINGBFAD-5116"W/GLILLKIT 6063-T5 AL 644703 a a 55EAZINGBFAD-7/16" 6063 TS AL 642?2 .082 3.152 qu am almll 56LAZINGBEAD-7116"WKIRILLKIT 6063-T5 AL 6985 ``��ll 59EAZINGBEAD-0/16" 6063-13 AL 64067 .062 `-, ....YN�r 60 IAMI 1/8'A .090PVB LS"A •• ••• • •1•� • ••61LAMI 1B"A .090PVB 118"HS 62LANG US'LIS.090PVB IW AMB * No.36793 63IAMI 16"A .090P 3/16"A •• ••• •• • • • •• 1 64 7116'LAMI(3/16'A-090M,3116" 7 ` 65 7/16"IAMG 3/16"HS.090PVB 3/16' 2.710 4 ' ............ ••. .. • ••• • a4'1 I.F.FRAME SILL AL ENG` • • • • • • • 444140.6063-TB ��1jHInIIIIO� • • •• • • • • A LYILL NN MER P.E. • • • • • • • • • • P6B706 f ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. •062 1.187 �+ 3. 52 .062--—rl.[73: 731.513-- PRODUCT REVISED 3. I •s eompyin with the Fbdd• 1. � •� .738 BWMInyCot�•17-0411.06 6xplr•Bon B•b 12/21/2027 E-+--2.71 By L-2'.710—� Miam UG n ro FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER O SASH STOP COVER #4102A,6063•T6 #4136,6W3-T6 #4137,6063-T6 94053,6083-T5 yrzyi�.iq�yy�N�ESTHis SHEET. I--- 2.784--+� w Y 2 IIS-.062 118-7 0621,63 I 490 437 •082 Y rov O �+-1.451 1.48 •403 a D N N O ui SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL 13 FLANGGE� RAM E�JAMB z i' `� taa �i a =w� #4025,6063-T6 #4131,6063-TB #4054B,6063HD-T6 F Wa "awi z o Z uui 71 O 0 m 062 2. Iwo 79 Q 2. 6 .050 i 0 1. 87 1. ]183 878 O c �1.349�4 1.081 F'- .291.4 1.098 SASH TOP 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16° &BOTTOM RAIL 21 O #40o8D, HS-Te O #4126,8083 TS #40396,6063-TS — w•p #4105,8063-T5 , ``tail IJ JJJJJ I 050 878 •• i •• : Bt_ • • • 683 ::L-060 : -06058705 *_ .676 • .OSa is ... . --- _ _ 1.098-}+—•I •• { � •• a ••• �4+—+1.097 1.096-, �I j GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" O GLAZING BEAD,7/16" 59 GLAZING BEAD, 13/16° 54 #404413,6063-T5 O #4222A,6063 T5 #985C.6063-T5 #4067,6063 T5 , pS........ • • USED WI GRILL KR � GRID b KR 0:0 •:• ( 1 • • (USE 1f/ •• • • , • • �J NAL i� �� • • • • • • • • • • A LYNN MILLER P.E • •• • • • • •• •• REJ 56706 = f s • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE ANCHOR TABLE,SHEET 1 2x WOOD BUCK, SEE ANCHOR SEE ANCHOR NOTES: TABLE,SHEET 1 TABLE,SHEET 1 � NOTE 1 1 3!8" MIN. 1.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS " SEE ANCHOR WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF 1XWOOD > ' t.;. TABLE,SHEET 1 UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS BUCK, DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE NOTE 1 OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. PRODUCT REVISED 1/� A)L J as com Iy�p with the Florida MAX MAX JI 2.FOR ATTACHMENT TO METAL:THE METAL STRUCTURAL MEMBER SHALL BE OF A Building Coda TT SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN NOA-No. 17-0411.06 SHIM SHIM Expiration Date 12/21/2021 IN THESE DETAILS FOR 2x WOOD BUCKS. SEE ANCHOR SEE ANCHOR sy TABLE.SHEET 1 DETAIL A TABLE,SHEET 1 DETAIL B 3•MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO htlam •Fm uct ontro CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. aaatT:REVISED Mores TO 4.0.131'DIA MIN.X 2 1/2"NAIL AT CORNERS AND 5"O.C.TYPICAL DETAILS G,H&1. COMPLY WITH NEW ANCHORAGE.ADDED NOTE 4. 1/4' MAX.I SI I3/8" 1/4"MAX SHIM SEE ANCHOR INTERIOR Y = I I MIN. TABLE,SHEET 1 Wj c co -,ay a (JAMB DETAILS E,EXTERIOR F&I) 2-1/2'MIN.EMBEDMENT 0 c� y3y N N SEE ANCHORgm w SEE ANCHOR — EXTERIOR INTERIOR E o _ Z co. �j a TABLE,SHEET 1 TABLE,SHEET 1 SEE ANCHOR >. t. SEE ANCHOR (HEA &SILL DETAILS A.B.C,D, &H) U$ •a ¢ urn TABLE,SHEET 1 TABLE,SHEET 1 2 o aaD o�Wti 2x WOOD BUCK,NOTE 1 ix WOOD BUCK,NOTE 1 SEE NOTE 4 5/8"MIN.EDGE r> 8 w 0 DETAIL E DETAIL F �- TYPICAL FLANGE FRAME JAMB SECTIONS 5/8"MIN. EDGE z w DETAIL H (HEAD) N ui Z SEE ANCHOR SEE ANCHOR re dV' �i•• TABLE,SHEET I TABLE,SHEET I i K c a 2 ' f1 ow .nv MAX. MAX. `µ1 ih�•. �.�` 1lY LYIWy SHIM SHIM c.� �7 5/8"MIN.EDGE •` l�`�"CEgo goo N jE fbE No ANCHOR • •• • • • • #: .50703 1318Alp7. •• • • • • ••• #_ _ TABLE,SHEET I SEE s •• ••i ••s ••• 0 0 2-1/2"MIN. SEE NOTE 4 = ANCHOR EMBED pTE TABLE, SEE ANCHOR ' _ . ORiD!.: SHEET 1 TABLE,SHEET 1 2x WOOD SEE ANCHOR TABLE,SHEET 1 SSS .....•• BUCK, • ••• 24/F MIN EMBED" DETAIL I(JAMB) '�.i OkAI DETAIL NOTE1 DETAIL : :i : : :DETAILG(SILL) - �i+lnlll� TYPICAL FLANGE FRAME SILL SECTIONS •• • • : : : : • :. T14-JCAL INTEGRAL FIN FRAME SECTIONS A.LYNN 1•LLER PE PE.i 58705 I ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 5: TABLE 6: TABLE 7: Maximum Design Pressure,DP(pall Maximum Design Pressure,DP(pan Maximum Design Pressure,DP(poll) GLASS TYPES: XO or QX XOX,1p•173-113 XO 1K-1/l-1K A 5/18'LAMI-(118"A,.OW PVB,1/8'A) ownu oma Oto• �� caws oraee Type O�fr•6 0w rd ales•Type B.5/18'LAM/-(1/8"A.090'PVB,1/8'HS) " (1!A'Hyl "HS VNOM Hsiyd A.B,O,M •F,L J.KL M7•h H&W A,B,C,O,K I D.E.F.J•K L VMimh ►Ilya a B,Q H oL.AMI-(3/18•.0,•080"PVB,9/18• 9 .75.01-75.0- •5.0a + - - - 46• +75.01.75.0 +T3°/-730 d4lr .eo.o r 40.0 w5.o/• .o so• +60.0 1400 .eao 140.0 .T3o r 76.0 F.7/18'LAM/- 3/16•HS,.090"PVB,3/18'HS SSt «730 -/76.0 +75,0/-75.0 +60.0 7-00.0 +79.01-730 74 +60.01 40.0 +00.o/40.0 +75,0/-76.0 ( ) 20• +75.01-75.0 +7301.730 25' +6°.°/40.0 +16.01-76.0 64• 20, +eo.0/-600 +660/40.0 +76.01-7x.0 G.13/18"LAMIIG-1/B'OR3/16"A(MIN.),5fi8'OR318•+75.0/•730 •730/-730 60.0/40.0 +75.01-75.0 +00.0/40.0 +500!-00.0 +7301.75.0 SPACE,5/16"LAAA1-(1/8'.0.090'PVB,1/8"A) PRODUCT REVI8ED 12' •76.0/-75.0 +75.0/-730 *00.0/40.0 +75.0/T5.0 106317 +60.0/40.0 +00.0/40.0 +75.0!75.0 H.13/16"LAMI IG-1/6"OR 3/16"A(MIN.),5/16"OR 3/8" ••compryi,�,p�with tae Florida T4s +76.01-75.0 +730/-76.0 +60.0140.0 +75.0/-730 for +50.01400 +600140.0 +75.0/75.0 SPACE,5116•LAM]-(1/8'.0,.090"PVB,1/8'HS) 6ufidinp Cotl• 3T• +75.0/-T6A +79.01-76.0 4r +50.0 40.0 +75.0145.0 111' +80.01-no 4WD 140.0 +75,0!76.0 NOA-No. 17-0411.06 g1/6• +6ao r 40.4 4WD/40.0 +730175.0 1. 13/16"LAM[IG-1/B"OR 3116"A(MIN.),5/18'OR 318• 4e• +730/-7x.0 +7301-75.0 SStfB' 460.°/45.0 +79.0/-730 SPACE,516"LAMI- 1/8"HS,.090"PVB,1/8'HS) Eupiratlon Date 12/21!2021 +76.01-76.0 +7301-7 00' +60.01 eD.0 +76.4 f 75 �' +fto I-foo 4WD 140.0 +75.01-75.0 e0. +Ts.o 17x.0 - er 3r 460.°/40,0 +75.01 T30 14• 460 0/440 +e0.o!40.0 .75.0146.0 J.13116"LAM/IG-118"OR 318"A(MIN.),3/18"OR 1/4' er +75.01-75.0 0/75.0 T4s +80.0/40.0 +76.0 f 730 �" 3r +80.0 40.0 4WD 1-00.0 +7301.730 SPACE,7/16'LAMI-(3/16"A,.090"PVB,3/16"A) dram roduet Control 7301-730 0C 440.0/-00.0 +75.01730 �' 480.0/400 +!0.0/400 +76.0/750 K.13116"LAMI IG-1/8"OR 3118'A(MIN.),316'OR 1/4' T4s +7301 76.0 +75.01-75.0 06711+ +W.0I-M.0 +75.0/•75.0 1D6,117 +60.01400 46°0140.0 +730/75.0 SPACE,7116 LAMI-(3/16"A,.090"PVB,31("HS) V71- +750176.0 +730/-73.0 4S 460.0/40.0 +750!T30 for .0/40A +000/400 475.0/75.0 L- 13/16"LAM)IG-1/8'OR 318"A(MIN.),3116"OR 114' 3/24n7:UPDATED+75.0175.0 +7301-750 "If7 +00.0!40.0 +76.0175.0 t1r +foo/43o a70 W01400 +730!.730 SPACE,7116"LAMI-(3116"HS,.090•PVB,311W HS) +79.01-75.0 +75.0/75.0 f0 +800140.0 +75.0/76.0e0.014oA .60.0144.0 +t30/-75.0 36.316' 4730176.0 4.7301.76.0 e7 36.916 +60.0 r 40.0 +76.0175.0 B0460.0r40.0 +60.0140.0 +74• +60o/40.0 +80.0/w.0 +7301 730+75.01-76.0 +7301-750 74• +00.0/40.0 +75.0/73.0 64• +800/40.0 +60.0140.0 +7301.730+75.0/-75.0 +75.0/•75.0 04• +80.0!40.0 +75.0/-TS.O �„ 30.316' 01-00.0 +60.0/40.0 +7301-75.0 W+75.0/T3o +7301-75.0 WHO, +60.0140.0 475.0/-760 106.5!7 +60.0!-00.0 +e0A/40.0 +7301730 > of aaf 3r +7301-75.0 +7301.730 d4lr +80.0!40.0 475.0!75.0 107 +80.0/40.0 +aDA140.0 +76.0/730 "aa34a' +7301-76,0 +76,0!•76.0 +8°.0140.0 +76.0!76.0t11" 480.0140.0 +6°0/4°.0 +730/730 } O*730!75.0 +7301-75.0 +80.0140.0 +79.0/-76.0 53•Lr +630/400 +!0.014°.0 +76.0/-730+75.01-75.0 • .0/-76.0 47 +50.0140,° +730/-760 . +�0 r400 460.0140.0 +7301-76.0 t (0+75.01-75.0 a60.0l40.0 .75.0/-75.074. +ao lw o -+80.0/40.0 .7301-75.0 o X Z72• +730/-76.0 +7301-76.0 +80.0/40.0 +78.01-76.0 w 450.0/40.° +600140.° +730/-730 U+7301-76.0 460.0140.0 +79.01-T5,° B5. �' +6pp/,80.0 +fOA140.0 +13°/-75.0 3T' +75.01-75.0 --;fro/-75.0 47 +50,0140.° 1730/-75.0 106916' +00.0140.0 +8°.0140.0 +76.0!75.0 U 4g• Ong +75.01-75.0 4730/-75.0 55117 +00.014°.0 +730/•75.° t07 +60.01.6°0 +80.0/40.0 +730/76.0 f Z V� � W 65115' +790/76.0 +7301T6D 0.7 +60.0140.0 +75.0175.0 171' +6001-00.0 +50.0140.0 +MDJ76. CD oris 80• 50.616' +79.01-79.0 +75.0176.0 07 60&15' +60.0/40.0 +73.0/79.0 w-Ur +80.01440 +60.0140.0 +7301- 0 r e6• -75.01-75.0 +7 145.0 74 +60.0/40,0 +7301-75.0 60• +800/40.0 460.0/40.0 +750/75.0 C Z LU 7T +79.01.75.0 +75.0175.0 64 +me/40.0 +75.01.76.0 74' 480.0/400 460.0/40.0 +7301 75.0 74• .76.0/.75.0 +730175.0 657117 *60.0/40.0 +76.0 I-76.0 y0. 460.°/400 +60.0/40.0 +7301 75.0 O c 3r +75.0/76.0 +75.01-750 4r +00.0140.0 -75.01-75.0 -sr 60a/7 +00.0140.0 +40.0/40.0 +7301 730 � '47 +75.0175.0 +75.01-730 t itr +e0.0/40.0 +730/-75,0 108910' +aQ0140.0 +80.0/40.0 +75.01-730 Irns 551/7 +7301.75.0 +75.01-75.0 +00,0/40.0 +7301-76.0 107 •60.0/40.0 460.0144.0 +7301- ,0 O 00• 64• +70.01-75.0 +730/730 Br 54` +00.0/40.0 +76.0/-76.0 111' +000/400 460.0/40.0 +7301-730 !!iF fA 80' +76.0145.0 +76.01 30 T4s +00.0/40.0 +75.01-730 69•V7 +00.01400 +0001-00.0 •7301730 Z 7T .75.01-75.0 +7301730 64• •000/40.D +75.01-76.0 00' +000/400 +000140.0 +730/-75.0 Ul "" 14' +75-0175.0 +730!76.0 68.7!17 +00,0140.0 +730/-75.0 7• +600/40.0 +000140.0 +730/-75.0 0 3r .76.0176.0 --+75.01 75.0 4r +90. I�.0 +75.01-?ED 6P �, /40.0 +730175.0 47 +76.0!76.0 +7301-730 8717 *00.0/40.0 +76.0/-75.0 66' +00.0!40.0 +50.0140.0 +730/-16.0 K _ 774' W +75.0175.0 +730/75.0 BO' +600140.0 +730/.75.0 10631+ M0.0/40.0 +600!400 +730/76.0 tWj • a0• -?5-2/730 +760/730 f7 or +60.0140.0 +7301-75.0 for 4500/40.0 +0001400 +7&0/-75.0 p = 0 • +74.2174.2 +75.01-730 14• +60.0/400 +7QD 1.76.0 111- +6641-wa +50.0/40.0 +7301-76.0 • +80.6/40.0 +75.0/730 64• +60.0/44.0 +7301-75.0 gV7 +500/400 +emu 140.0 +7&01-75.0. NOTESL •rr0 +e&Ti 46.1 +730/76.0 067/17 4e0.0 f 40.0 +76.01-76.0 am +5001400 +80.0 140.0 +7501-75.0 3r +75.01-7SA +75.014" 47 480.0140.0 +75.0/-79.0 T4s +60.°/400 +0001 .0 +7301.76. 1)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER 4e +76.o/a5A .7&.0/-750 gt/a• +eoor40.D +T6.DraaA 64• +60.01430 +5oD/40.0 +730145.0 WINDOW IN TABLE. x91/7 w5.o/730 +730/160 ear E+75.0 s / A .50040.0 . 1-15w 83• +7301-76.0 +730175.0 or 69• +00.0/40.0 5.0 t 7• + / / ° +1 / •0 2)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN+7°.21702 +7301-75.0 Ta' +e0.°/40.0 s. tar • + / r .° o/- WINDOWS,SUBTRACTVFROMTABLESIZEDIMENSIONS. `466 l 453 +730/•750 54 +800 f40.0 30 + a .0 + 76. "74• 403.61-03.6 +79.0/790 eel/17 +800140.0 30 SSW a 14" 0-mot-W.R. MAI _ FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE SEE SHEET 10. or +600140.0 +00.0/40.0 +79.0/•76.0 3)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS -0 14• 4 o r 400 +a0.o/40.0 .73o l•15.0 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. -� 3 /} _ a4• 63 +eao/444 +foo/40.4 +T6.al-T6.D BOTH THE DP AND ANCHOR QUANTITY REMAIN �O�` ATE 9r • •• +6521 +60.0 40.0 ..�t •• UNCHANGED. ''.QS toe3/r • +52x1 o +1 D • S/ N �` t04' • st.Tr r .o + -76.0 0�eN�A`L1'��1-1r` 111-• • .&00140.5. / A +73 45.0 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A LYNIIM•1ER P.E '' FOHOfa46E SELDSHEE?11! •• •• F.E•6e7os i i • • • • ell: 0 • • • • • • • •• •• • • • •• .• ••• • • • ••• • • TAB E 8: TABLE B: Anchorii3a111lf1••,X0orOX Anchor Duane' aXOorOX TABLE KEY; wllh Olay Ty{fes A^C,Q H&1 wkh Gina Typ F,J.K&L O X gpdr Owd Andes 6FwP A ArKt Gm*0 Mdxw C"p 4 o nr a..a ^-M w Gmtp A -dhw Amies Gmup C 1+C2+1 3 ANCHOR QUANTiTY PER JAMB Vfth Ft+W HW&SO JIM Hmd a SO I JAft HMO&91 JNM WN31 Height Had&82 Jur* &SN Jr,• fe"d&S6 Jrmb 37' 1+¢•1 2 I+¢+1 2 4+C2+1 2 3r t+a2.1 2 HC2+1 z 1+C2+1 2 HEAD AND SILL ANCHOR QUANTITIES 4&' I+¢r1 z t+C2+/ Z t+C2+1 z a1r HC2+1 2 t.C2+I z 1 .1 2 A CLUSTER OF(2)ANCHORS SyyrB 1+¢#1 z 1+¢+1 2 14C2+1 2 F3-71 trc2+1 2 1+02+1 2 1+c2'1 2 CENTERED ON THE MEETING RAIL w 2r 1+¢+1 2 I+C2+1 z 1+C2+1 z or 26+ I+C2+I 2 I+02+1 2 1+C20 z PLUS(1)ANCHOR AT OPERABLE PRODUCT a REVISED or 1+¢+i 2 1+¢+1 z H¢•t 2 to 7.62+1 z t+4x41 2 t+C2+1 z VENT AND FIXED SECTION. (4) a.maw Goda��•Florida 72 zK2+2 2 1+¢+1, 2 t+C2+1 2 7r 2.C2+2 z I+(1+1 2 1--1 2 ANCHORS TOTAL AT HEAD AND SILL NOA-No. 1743411.06 74 2K2+2 2 1+¢.1 2 1+C2+1 2 74 2+C2+2 2 1+42.1 2 1+02+1 2 3r I+2+1 2 1+(¢+1 2 I•C2+1 2 37' 1+C2+1 2 HC2+1 2 1+C2+1 z Expiration Dab 12/21/2021 4&• t+C2*t z 1+¢+1 z HC2+1 z 411' 1.42.1 z 1.c2.1 z t+cs+1 z (4'MIN.O.C.ANCHOR SPACING) 53y1r H¢+1 2 1+020 2 1+CZ+1 2 65176• 1+C2+1 2 1+C2+t 2 1.C2+1 2 Miam ro uc ntro OP 39' f«¢+t 2 1+¢+t 2 7«(2.t 2 80' !+C2+12 +(.7+1 1+42+t 2 18 3/4'MAX. 6 7+¢,1 2 1+¢+1 2 I+C2.i z I+C2+t 2 1x42«1 2 F-4-MIN.,10-112-MAX. 77 2+42+2 2 1*¢+1 2 t+C2+1 2 7T 2+Q+2 2 I+CNt 2 1442+1 2 3f2M17:UPOATEO TABLE a 7T 2+I2+2 2 i+¢+1 2 7.(2.1 2 74• 2+C2r2 2 1+C2+1 2 1#42+1 2 Ir MAX, X Q �ELEVATION. 3T t+C20 2 1+¢+1 2 H(2+7 2 Sr 1+421 2 1+C2+1 2 7+42+1 2 - - ._. 4117 t+¢+1 2 t+¢•1. 2 1+42+1 2 f 1+02+1 2 1+42+1 2 i+C2+t z53-1fr y+¢+1 2 1+¢+1 2 1+(2+1 2 1+4211 2 HC2+t 2 i+C2#1 2 or 383'8• 1+{2+1 2 1.¢+1 2 1+C2rt 2 34-W 1+42+1 2 y+C2+1 2 1.Ct+1 2MTG.RAILw +C2•1 z 1+¢+1 z t+(2+1 2 1.C2+1 2 I+C2+1. z t+c2+1 2 EXAMPLE CLUSTER W/QTY.OF(2)ANCHORS7r 2 t+¢+1 2 1+C2+1 2 2+C2.2 2 t+C2+f z HC2+1 22.(2.2 z I+¢+1 2 11(2+1 2 2+(:x+2 z 1.czr1 2 H132.1 z (SHOWN IN TABLE KEY ABOVE) o 3r 1+¢+1 3 1+¢+1 s 1 HC2+1 3 sr 1.42+1 3 1+G2H 3 1+c2+1 3 tzrt tV z d' 'H¢+1 9 1*C2+1 9 1+¢+1 9 4r 1+C2+1 3 1+C2+1 3 1+42+f 3 �,��+II e� Z N SSUB• 1.¢0 3 HC2+1 3 I+Q+1 3 33-Iff 1+G2+1 3 /+C2+1 3 1+C2+1 3 O p BV 461 1+C2+1 3 1+C2+1 3 1+C2+1 3 1101 41 1+42+7 3 1+02+1 3 !+C2.1 3 Ori 0B• 'I+QN 9 1.¢+1 3 1+C2+1 3 1111• 1+C2N 3 1+C2+1 3 1+C2+y s 77 2+¢+2 S 1+¢+t 3 t+¢+1 3 72' 2+Q+2 3 t+G2+1 3 t+C2+1 3 Z 7C 2+¢+2 3 1+C2+1 3 t+Q+t 3 74 2442+2 3 1+42+1 3 1+42#1 3 3T t+¢.1 3 117¢+1 9 S+Q+1 3 3'r 1442+1 3 1+C2+1 a 1+C2.1 s 4a 1+42+1 s H¢+1 3 1+W-i 3 4&' 1+G2+1 3 1442+t a 1.42+1 3 Z W 53Vff 1+42+1 3 1+42+1 3 1+(2+7 9 53.V11" i+C2+1 3 1.C2+1 3 1+C2+1 3 O B6' 5698' H¢N 3 1«42+1 3 1+(Zrt 3 001 Swill HC2+1 3 1.¢+1 3 1+C21 3 tr�,,,f'+1 3 1+4241 3 t+C2+1 9 6&' 1+43+1 3 I+42+1 3 /+C2+1 3 J X 717 2+c9+z 3 1+(2+1 3 +Q+t 3 72• 2+CS+2 3 1+C2+1 3 1.41+1 3 ® " *11 T4 2+(9#2 3 1+¢.t 3 1+C2+1 3 7C 2+C3+2 s 1+C2+1 7 t+C2+1 3 NOTES # X Iy- sT 1+¢+1 3 H¢+t 3 I.(2+1 3 3r t+02+1 3 1+62+7 s HC2+I 3 O Z Orr 1+¢+1 3 1+¢0 3 t.(a+1 3+ a&' 1'¢'1 3 1'C2+1 a 1+¢+t 3 1)WINDOW DP!ANCHOR QUANTITIES ARE BASED ON THE " 63VB' t+C2+1 3 7+Q.1 9 1+Q+1 3 55VC 1+C2+1 3 1+C2+1 3 HC2+1 3 as 64 7.W+t 3 IK•2r1 3 1+42.1 3 FOLLOWING DIMENSIONS: x 01 o 661 6r• 1+C3«7 3 I+(2+1 9 3+42+1 3 HEAD&SILL: 101!7 MAX.ON EACH SIDE OF n or 1+(3+1 3 1+¢.i 3 S+C2+1 3 1111• 1+17.1 3 1+42+1 3 taC2#1 3 717 2+Cs+2 3 t+¢+t s t«CZ+t 3 2.43+2 3 /44tH 3 t+cz.1 s MEETING RAIL CENTERLINE. " Z = 7s 2.15.2 s H¢«t 3 HC2.t 3 74• z+cs+2 3 1+(a+1 3 7+C2+1 a 183/4"MAX FROM CORNERS. 7T H{2H 3 7+C2+t 3 I+W+7 3 3r t+C2H 3 7+c2H 3 1+C2+1 3 JAMBS: B'MAX.FROM CORNERS AND 2212' a2 aea 4S I+CM 3 1+C2.1 3 1+42+1 3 46' 1«0+1 3 1.C2+1 3 t+C2r1 3 MAX.D.C. 53tfB' F�.-2 3 7+¢.t s 1+42+7 s 65175 1'C�t a t+c+t a 1442*1 a 2 FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER .� ONy•�YNH77j�''�, I 65 !Q 3 i+¢•1. 9 1+C2H 3 f10' 60' 1+43+1 3 HC2+1 9 1.G2#1 3 ) � 't�, :!r/ OS s 7.¢+1 s 1«r?+t s or 7+C3+I s ! H t •a s i ••• WINDOW IN TABLE. �S':•• 1JCE7'78�c 77 2rC3+2 s 1+C2.1 1 77 3 H¢+t 9 HC2+1 3 • • • 3 OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN ='*' N6- 7t 3 1+Q+t 3 1142+1 9 M' 2+C3+2 3 4+C2H +1 ••• • ) 37' 1.Ca+1 3 H¢+1 s 1.42+1 3 317 HG2+1 a 1 t w 1+•2.1• • • • • WINDOWS,SUBTRACT 1'FROM TABLE SIZE DIMENSIONS. 45 1+0+1 3 1+Qr1 3 /+C2r1 3 411' 1+GH1 3 .Cx+ 1 3 • • •• (tel ri�� ' 53115 1143+7 9 1+42+1 W1+12+1 65176' 43H 3 1+411.1 3 t+C2+1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS1-ct«t: 3 H¢+1 65 1+03.1 3 1+4241 7 H02+I 3 TYPES G-L SHALL HAVE A TEMPERED I.O.GLASS CAP. %F 'ZORIDII3 7+¢+11+02+1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN �'' �Tr 2K9+2 3 1+C2rt 77 2+43+2 • •t1NCHANGED.2+C+2 3 1+(2+1 74 2+G1+2 3 1+q1 3 7 r • • • • • • • i i 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2 A LYNN MILLER,P.E. � P.EJ 56703 i I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10: QTABLE 11: Anchor wntbW XOX,113-1 A-1A Anchor Oaantitles,XOX,113-1A-1/3 TABLE KEY: w1h(ides Types A.H.C.q N IL l wNh Glass Types D,E.F.J,K&L X O X 0,,,,I O,aM AeNwD,oupA AmhwCA,Iip• I AmhorGmupCt]t•nll al m AoolwCAayA Aadtw0lo0pIl Anel -%C 1403+1+03+1 3 ANCHORQUANTITY PER JAMB Width H-Vt H d a•M Aft HW a SNI Jxm H..d elan ArM width HW4M K.4&601 .arta Hrd a SII ,Yn• Hoad•8111 iwnh 4r t+c2.1.C2+1 2 1+C2+1+C2.1 2 1+C2+1+C01 2 48' I.C2+1+C2+1 2 I.M t+C2+1 2 1»02+1+42+1 2 HEAD AND SILL ANCHOR QUANTITIES as,A t+C2+1.c2+t 2 1+001.02+1 2 1+C2+1+C2+1 2 sstA »0x+1+02«1 x i+C2+1.C2.1 2 1-02-1+C2+1 2 A CLUSTER OF 3 ANCHORS CENTERED C2 eo t+C2+1+ +1 2 t+C2«t+C2+1 2 1+C2+I+C2+1 2 or 1+C2+tiC2+1 2 ,+02+»1 +, 2 1+C2+t+C2+1 z ( ) Se. 2r ,+01+,+02+1 2 1+C0t+t2+1 2 t+C2+1+C't+1 x er 2r 1+0x+1+02+1 x 1.C2.1+C2+1 2 1+C2+1.c2i1 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED 7r 1.C2+1+C2+t 2 1+C2+1+C2+1 2 1+C2+f+C2+1 2 74" 1.C2++1+C2.1 2 1+C2+1+C2a1 2 t+C2+14C2+1 2 ANCHOR AT EACH OPERABLE VENT a•com inQ wllh t••■brlaa ' Butidltg otli e4• » 1+02.1+02+1 2 t+cz+1+C2+1 x t.C2.taC2«t z e4• C2+1+C2+1 2 t+C24»C2+1 2 1+02.1+12+1 2 PLUS(1)ANCHORS AT FIXED SECTION. NOA-No. 17.0411.06 Barna 1+03+1+02+1 2 1«0x+1.0241 2 1+C2.t+C2+1 2 Bea/tr /+C2+1.C2.t 2 1+C2.1+C2-1 2 1402+1+02+i 2 (B)ANCHORS TOTAL AT HEAD AND SILL. Expiration D. 12/21/2021 4r 1.C2+1+C2.1 2 1+C241+C2+1 2 1+02+1+CN1 2 46' 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+02+1401+1 2 ssl/r ,+C2+1.02.1 2 t«c2+1«cz+i 2 J.M±!0t 2 53-IN t+02+1.0a1 2 14C2.1+C2a1 z 1+C2+1+C2+1 2 (4"MIN,O.C,ANCHOR SPACING) By eP 1+C2.1K2+1 2 t+C07+C2+1 2 1+C2.1.C2+t 2 W* t+C2+1+02+1 2 t+C2.1+C2+1 2 1+C2+1-C2+1 2 MI•m tie ontrol W 3r t+C2+1+02+1 2 1 t+C2+i+C2+i z I+C2+1+C2+t 2 er 3r »C2+1+C2.1 2 t.C2.1+C2.1 2 1 1+C2+1+C2+1 2 [---25 3/4•MAX 74• 14001+02+1 2 1+C2+1+C2.1 2 t.CS+t+C2.t 2 7r 1+C2+t+C2•1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 I e4• 1+C2v1+C2+1 2 t+C2+1+C2+1 x »C2+tiC2+1 R K' 1+C2+t4C2+1 x 1.G2+1aC2+1 z 740241+02+1 2 y "'y'��--'4"MIN..10-1/2"MAX ]RN77:UPDATED TABLE e aa71 1+02+1+02.1 2 1+C2+1+G2+1 2 I+C2+1.C2+1 2 8a7/1r 1+C2+1+C2+1 2 7+02+1+02+1 2 1.C2+1+C4+1 2 J-- ELEVATION. MAX 4r 1+C2.1+C3+1 2 1+02+1+C2+1 2 t.C2+14C2+1 2 481 1+Q+1+17+t 2 »02+1+C2+1 2 t+C2+1.C2+1 2 8" X O X SStfr 1+C2+1+02+1 z 1+C2+1+C2+1 2 I.C2+1+C2+1 1 2 wvr 1+C2+1.C2+1 2 i+C2+1+C2+1 2 »C2+1+C2+1 2 IT ar t+C2+t+C2+1 2 1+C2.1+C2+1 2 1+02+1+02+1 2 OF 1+C2+t+02+1 2 1+C2+1+C2+1 2 »C2+74C2+1 2 cp = tte• s&r taG2a3+c2+1 2 1+02.1+02+1 2 1+C2+1+C2+i 1 2 er 38" i+C2.1+C2.1 2 1+C2+1+C241 2 »C2+t+C2+t 2 MT(3-R/�IL,TYP• � � � U) y� 74• 14C2+,+C2.1 2 1+C2+1.C2+1 2 1+C2+i+C2+t 2 1 74" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C3+1 2 ar, 1.C2.1+C2+1 2 1+02+7«0241 2 ,.02.1+02+1 z e4• ,+C24,+Ca+, 2 ,+C2+,+CZ., 2 »C2+1aC2+t 2 SAMPLE CLUSTER W/QTY.OF(3)ANCHORS ea7ne• t+02+t+C2.1 2 ,+C2+1+C2+1 2 t+12+1+C2+1 2 8a7/ir t+Q+1+C2+1 z »C2+1.02+1 z 1+C2+1+C2+1 2 O 4r 1+02+1+c2.1 3 1+C2+1+C2+1 3 1.e2+1.00t 3 4r t+c2+1+c2.1 3 1+C1+,+(2+1 3 »C7+1+C2+1 a (SHOWN IN TABLE KEY ABOVE) 0 wyy = 4110 SSi/r 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+Q+14C01 3 Sa1A' 1+C2+1402.1 3 1.02+1+02+1 3 t.C2+1+C2+1 ] J J O X Z tV aP 1+C2«1+0 3 1+C2+i+C2+1 3 t+C241+C2N 3 dP 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 $ Z LL. er 4r 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C01+C07 3 8r 4r »C2.1+C2+1 3 i+C2+1+Ct+1 S /K2.1+C2.1 ! 2 U S Q 7r t+c2+1+CZ+1 ! f+C1+1+Ct.t 3 1.C2+1+C2+1 ] 7r i+CL+t+02+1 3 t+C2+t+C2+t 3 t+C2+t+C2+1 ] U IM• 1+C2+14C2i1 ! /.C2+1+C2+1 3 1.C2+1+C2+1 3 94• 1+C2+1+C2+1 3 1+C20-00 3 1+02+1+120 3 F"'{Z� 8a7nr 1+0241+02+1 a 1+C2+t+C2+t 3 t+C2+t+00 3 86711! 1.01+1+C2+1 3 1+02+1.C2+1 3 1+C2a1+12+t 3 4r 1+C2+1+02+1 ! 1+C2.1+C2+t 3 i+C2+14001 3 4r 1+C2.1+C2H 3 1.001+02+1 3 1+C2+1W7+1 3 O � z�, - o 6'}tAl' 1+02+1+02+1 S 1+12+1+G2a1 3 1+02+1+C2+I ! 83-US 1+001402+1 3 1402.1+0241 $ t+C2+t+R+1 ] ev 1+02.1+C2+1 3 t4C2+1+C2+t 3 t+C2+1+C01 3 tla` t«C2«1+C2i1 3 »02+1+02+1 3 i+Cz+1+C2.1 3 p 0 1 air SOW »02+1+02+1 3 t.007+C2+1 3 1+C2+1+C2+1 3 N' ee&r 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+Q+1 3 7r 1+02+1+2+1 3 1.C2.1+C2+1 3 1+C2+1+C01 3 7r 1+C2a1+C2+1 3 »12+1+02+i 3 1+001+02+1 3 J ar 1+02+1+1=0 3 t+C2+1+C2+1 3 t+C241+C2+1 3 eP 1+C01+C2+1 3 1+C2+»Q+1 3 1+C2+1+C2+1 S # O O y e8-7110• t+C2+1+C241 3 »02+1+C2+1 a ,+C2+1+C2+1 3 W/110, »02+I+C2+t 3 »C2+»C2+, 3 1+02+1+02+1 a NOTES x IZ- 4r 1+CZ.t+C2+1 3 I-2+1+C2+1 3 t+C2+1+C4+1 3 4r 1+02+1+02+1 3 1+02+1+t2+1 3 1+CZ+»C2+1 3 - svt/r ,+cz+1+02+1 3 t+C01+c2+t 3 ,+cz41+C2+t 3 AA• 1+0241+02+t 3 1.02+1+02+t 3 1+c2.1+C2+1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE p er t.C2+»C2+1 s t+C2+t+C2+t 3 t+C2 1+C2+1 3 er 1+C2+1.C2+1 3 »02+1+G2+t 3 1+02+,+<2*1 3 FOLLOWING DIMENSIONS: = d o er s4 1.G2+1+C2+t 3 t+C2at+C2*1 3 t+cz.l+c2+1 s ee 3r »02+1+C2+1 3 t+c2.t+02+1 3 1+02+1+C2+1 3 HEAD&SILL:101/2"MAX.ON EACH SIDE OF = n 7r t+02.t+C01 s 1C2+taG2+t 3 1«C2+1+C2+1 s 7a t+C20.0+1 3 1+C2+1+C2+1 3 1+1241+02+1 ] MEETING RAIL CENTERLINE. U er i+C2+1+02+1 ] »Cz+t+C2+t 3 1+Cz+t+c2+1 3 ea 1.C3+1+C3./ 3 1+0241+02.1 3 ,+C2+1+cx+1 3 25 3/4"MAX FROM CORNERS. a = tla7nr 1.c2+t+C2+1 3 102.102+1 3 1.0x.1+02.1 3 aamr t.C1+,+C3+1 3 t+C2.1+C0/ 3 1+02+1+001 3 JAMBS: V MAX.FROM CORNERS AND 22 1/2" +3 ,•o k 4r 1+C2+1+C2+1 3 t+C01+001 3 /+C2+1+C2+1 3 48' »C3414C2a1 3 t+C2+iM2+1 3 t+C1+1+02+1 3 MAX.O.C. 6'}Ur 1.C2+1+C2+1 3 1+02+1-02+1 3 I+C2+1+C2+1 3 53-1w- t+C2+1+02+13 1+001+0241 3 1+02+1+001 3 1,,11111111/,// w 1+Cx+1.e2+1 s 1+C2+1+02+1 3 1402+1+C20 3 ePt+C2+1.G2+1 3 1.C2+1+(2+1 3 t.C2+1+Q+1 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER `�.��Qr1Y lYlyN� er er 1«02+1.02+t a »C2«14G2+1 3 140+11402+1 3 ae tq »0241 ! 1 .Cx 1 WINDOW IN TABLE. •' �1GEnrgE •�!�'� 74• t+C2+14C2+1 ] 1+C2+»C2+1 3 1+C2+1+C2+1 3 7r t+C3+t+q•1 3 1+`t+1 tM• »rt+1«c241 s 1+001-00/ 3 !+2+t+C2+1 a 01 1+03+1+CSN a 01.2+1.02.• • OC2.1•C•.1 s 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN =*: No.58708 = ! barns• ,+C2+1.02+, 3 1+024,+02+1 3 14C2.t.c2.i 3 ea7nr 1+0341+ ! +1 + 3 WINDOWS,SUBTRACT 1'FROM TABLE SIZE DIMENSIONS. 49' »C2+1+C2+1 3 t.C2.1+02+1 ! t.42+1+001 3 4r 1+C2+1+C2.1 3 I+&-17= a 1 , 1 ssvr 1.0+1+0241 a t.c2.1.c2+t ] 1+c2.1.c2.1 s 53-lirt+c2+10+1 s t+Ct+1+C2+1 3 1+02+1+12+1 ] 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS ar »C2+1+C2+1 3 »02+1.02.1 s 1+02+1+C2+1 3 88 102.»02+1 3 1+C2+1+c2+1 a 1+C2+1 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. X ae• ar ,+Ci.t+cx4t 3 7+02+1+02.1 s 1+02+1-02+1 s 7t' or t.C3+t+pl+t i 1.c2.1tiCz.1 3 to;+ + • BOTH THE DP AND ANCHOR QUANTITY REMAIN %,PS+S;` ... UNCHANGED. li ar t+C2+t+C2.1 s t+R41.QN 3 ,+02«»02.1 ] w »C S+t.C1+, • »02+1.Oe.1 • tK2+»0S. 3 • �2,,"NAL eaanr l.C3+1+C3+1 a 1+C2ataQN s 1+02.1+02.1 3 ea tnr » t t » 1 + +C2a 3 • 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A LYNN MILLER.PF PEA 58705 F 1 I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12: TABLE 13: AndwrGua nfflm,XQX,114-1/2-1M Anohm QuatilXin,XOX,IM-IR-114 wNb Glom Types A.0,C,G.H 81 wNh Gh1t1•Types D,E,F,J.K&L TABLE KEY: aw.a �DAMS Ano-cl wA Achor&.pa AnMwG=pC DMd 0.,.! AohorGmwA ArahwG B A,,*-G t•D X O X W4h d tb d&tdl J•f• How a 6, JMeb HMd 4 sm "b wdh tH*d H-d a Sa J•,b HSA 6 ala A b Hrd A Sa J•rib - - - I+C2.1+C2+1 2 l.c2+1+CZ+l 2Wan 2 1+C2+2+C2+1 3 ANCHOR QUANTITY PER JAMB !p 1+12+ric2«1 2 1+M.I.C't+1 2 '1+02+7 +1 aR +020+01+1 2 1+0x+1+020 t3 2 1* ++C2+t 2 4 t.C2+i.G2«i z 1+I2++C2+i 2 f+CB+t+Ct+t 2 7a 1+C2-2+G2. t+C20+C2+1 x t-c2-1.12+1 2 HEAD AND SILL ANCHOR QUANTITIES 1+02+2+020 2 I+C2+-c2+1 2 1-C2+1+C20 2 e4• t+C3.2+C2. 2 t+C.2+1+C2+1 2 t+C2.1+C2+1 2 L- or f+0x+2+a+1 a i H2+t.Cz+1 2 1+C2+1«c2+1 2 ar 2a 2.C2.t z t+e2+2+CZ+1 2 t+C2-1-M+i 2 A CLUSTER OF(2)ANCHORS CENTERED 1+c2+2+C2«1 Z i.C2+I I 2 I.C2+1+C2+I 2 Ice" +02+2+(2+1 z I+CZ+2+c2+1 2 t+C2+1-02+1 z 1 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED to t+ a+ri+t 2 t+C2+142.1 2 I.C2+1-c2+1 2 Tor I-c2.2+C2+1 2 1+C2+2402- 2 I+c2+1+07+i 2 ANCHOR AT EACH OPERABLE VENT as colnpl with the Florida 111 t+cx.x.ct«1 2 t+a«7 t 2 t.c2.1.C2+l 2 tr t+Ct+x+cs.t : 1+c2+2+r2+1 z t+c7.l+a+t 2 PLUS 2 ANCHORS AT FIXED SECTION. Qullmnyi In wvr t.C2+t+C2+1 2 i+C2.1 .f 2 t+C2.1-M+I 63.7/6 f+cx+1-C2+1 2 1+Ctr+C20 2 i+C20 1 3 () NOA�Io 17-0411.08 KR ow t.c2.1+c2+1 2 I.CZ+t+CZ+t 2 1.02+1+02+1 2 eo" +02+1.Ca+i 2 t+C2+1.C2+ 2 1-CZ+1+C2+1 (8)ANCHORS TOTAL AT HEAD AND SILL r t t.C2«1 a 142".0+1 2 t+c2-i+C2+1 2 tae 1+C2+ 1 x t+ct042+1 2 t+C2+ t 2 Plcplration Date 12/21/2021 ell 3 1+C2-2+C2+1 2 I+Cx.f+C2+/ f-C2-t-C2-1 z 9r M„ 1+02+2-CZ+f 2 1+02.1.02.1 2 + 1+CZ. x (4"MIN.O.C.ANCHOR SPACING) By all 1.C.r2«C2+1 2 1.C2+t-C2./ 2 I+C2+i+C2+1 2 all S+M2.C2+1 +CZ-2.42-1 1 +02-1 2 Nlaml-0ad ro ue! ontro 1 1+C2+2+C20 2 1.CZ+2+C2+1 2 1+C2+1+C2+1 2 171,16• t .C2+ 2 1+ 2 iTcz + for 1+C2-2.C2+1 2 1+D2+2+C2.1 2 1+C2+142-1 2 it•• 1+CZ+a.CbI 2 I+C2+2+C2+1 2 f.CZ+2+C2.1 2 25 3/4"MAX. ,if 1.C2+2.C2+1 2 1+02+2AC2+1 Z 1+C2+1+C2+1 2 for i+C2+3.R+1 2 1.C2-2+C2+1 2 1+02+2-c2i 2 I .y.{ �,4"MIN.,10-10 MAX. X24/17 UPDATED TABLE B&Ifr 1+t2-1+42+1 2 t-,C2+1+C2+1 2 /.C2+1-C2.1 2 6ity 1+C2+t+C2+1 2 1+C2+1+C2+1 2 t-C2+t+C1-1 2 L ELEVATION. 6C' 1+M4I+C2+1 2 1+02.1+02+1 2 I+C2.1+C2+1 2 all 1-c20.C2-1 1 t-C2-I+C2-1 2p1+C2+2-C2+I 12+1 2 74• 1+02+1X02-1 2 i.C2r1M1+1 z I+C2.I+C2+l 2 7r 1+C2+2+CZ+I x 1+C2+1+C2«1 20-t z �MAX X O X •1' 35" 1+02.2+f2+1 2 i+C2+1+C2+1 2 1+Cb1M2N 2 all ,a, 1+02+2.010 2 1+02+1+02+1 2C2+1 2 T ea' t+C2+2.C2H a 1+02-1+02+1 2 1+02+1-02+1 Z !e• 1.02-2+01+1 2 1+02+2+02+1 Z -02.1 2 TI = 10ealr /+C2-2+02+1 Z 1+CZ+2K20 2 t+C2H+C2+1 2 ice" I.M3+C2+1 a 1+C2+2+C20 2M21 2 for 1+02+2-020 a f+C3+2+CZ+1 2 1+Ca0+c20 2 for 1+C2.3.C2+1 Z 1.C2.2.CZ+1 Z C2+1 2 MTG.RAIL,TYP. n] co fir 1•f2+2.C2+i 2 t+C2-2+CZ+t a fK3+1+Ca+f 2 till I+C2+3+C2«1 2 1+02+2.03+1 2 +02.1 203va• 1+C2+I+Ca+1 3 I+C2+1+C2+1 3 f+(2+1+C2«1 7 67-Lr i+C2+t+C2+1 3 I+C2+1+C2+1 3 CZ+f a EXAMPLE CLUSTER W/QTY.eQ t+ca+»cx-t a t+02.7+2+1 3 1+02+1+02+1 a all t-C1+i+CZ+i 3 f+c2.l+cz«t a 1x+1 a Y 1. etq 74" I+C2+1+C2+1 3 1.02.1.420 3 I-Ml+C2+1 3 7C I+C2+2+C2+1 a I+C2+1+C2+1 3 I+C2+1.CZ+1 3 OF(2)ANCHORS w of r br I M2+42+1 a t+C1+t+C2+t 3 /+C2+1+C2+1 a a4 4r 1+0X+2+C2*1 3 1+C2M+C2+1 3 I+C2+1.Ct+t a j M 1 Z N all I+C2+2+C2+1 3 f+CZ+2+a2+1 3 t+C2+1.e2«7 a all 1+02+S.c2.1 a 1+C2-2+C2+t 3 I+CZ+I.cx+t 3 (SHOWN IN TABLE KEY ABOVE) z LU I tt1e261' 1-M3+C2+1 3 i+C2+2+Ct+i s I+Ct+f•C2+t a f08.31r t+C2+3+C2+1 3 I+C2+2+C1+t 3 I+C2+2+C2+1 3 m 1- 4 MI I-C2+3+C2-1 3 1+c2+2+C3+1 3 1+Ct+t-C20 3 toll I.Ct+hC20 3 I+CZ+2+C2+1 3 1-Ch2+C20 3 0 �a !7 till f+C2+3«Cz.t 3 1+CL+2-M-1 3 I+MI+C2+1 3 tit• t+C2+3+C3+f 3 1+C2+2+C2+1 3 1-03-2+=+I a I.W..Z �� 1 tw I aw w-f/r 1+C2+142+1 3 1+02+1+C2.I a I+C2+1+Ca+1 3 63.1A' 1+C2+1+02+1 8 1+02+1+02+1 9 t+C2H+C2+1 3 p ^ o _ ar 1.42.f c2.1 a 1+CZ+t-C2+1 3 I.2+1+CZ+1 3 or 7.C2.1.C2.1 3 1.C2+1.0+1 3 1.C20+c2.1 3 p dJ' �- 74• 1+C20+@H 3 i+C2+i+C2+1 3 I+C2+1-(2+1 a 7C 1+C2+2W2+1 3 1+02+1+01+1 3 1•C2+1M2+1 3 Z"' Lu a LL w tpdr /+C2+2+C2+1 3 1+C2+1+CZ+1 3 1.G2+1+CZ+1 3 W !fir 1+02.2+C2+1 a 1+420.02+1T3l4C2+1+Cl+l 2+1+C2+t 3 � O I or I+C2+2+C2+1 3 /+C2+2+C20 9 t-f2+1+C2-1 3 fw 1+C2.hC2+t 3 i+CZ+2+C2+1h1+C2+1 3 O 1o6SX• i+C2+a+C2+1 a 1+C2+2+C2+1 3 I.Ci.1+(2+1 3 106-W 1+Can3.C3+1 3 1.C2+2+C2+t2+2+02+1 3 10r 1+02«3.020 3 14(2+2+02-1 3 1.02.1+02*/ 7 106• 1.ChhOh1 3 1.C2+2+02+12+2+02+1 M•� 111• 1.02.3+02-1 3 1+02+2+020 a 1+C2.2+CZ+1 3 111• t+C3+3.C3+1 3 1.C2+2+CZ+12+2-C2+1 3 r" X y 63.111' t+M+I+MO 3 t+MI-M+1 3 1-12+1-C2+f a a3-tta• 1+a+1-C2.1 3 I.Ca0+C2+1x+f+C20 3 NOTES O X Z ell 1+C2+i+C2+1 3 I+C2+1+C2+1 3 1+C2+1.(2+1 3 n0• 1.02-7-02+1 3 t.C2+1+02+1 3NI+C2.1.2+1 a I+c2+t.et+t 3 f+e2+t+c2.f 3 74• t.ex.2tCl0 3 f.cz+l+cz«f2+4+c2+i 3 1)WINDOW DP!ANCHOR QUANTITIES ARE BASED ON THE Q all t+C2+t+t2+t o f+C2+t+c2«I 3 f+C2+f+C2.1 a K 1.(2.2.1x+1 3 /+c2.1-cx+t a /-D2+f+c2+f 3 FOLLOWING DIMENSIONS: o 6r w f+C2+2+22+1 3 1+02+3+020 a f+C2.t+C2+1 a all h• f.Ch3.CJ0 a 1+02+2+C2.f a 1+0x0-C2+t 3 = o HEAD&SILL:101/2"MAX.ON EACH SIDE OF 1 vow 1.C2+3rC2+1 3 1+CZ-2+02+1 3 1+C2+1+C20 3 wa31r f+00W+C3+1 a f+Cs+2+02+1 3 i+ -2+02+1 a � 2 for 1+02.3+02+7 a i+c2+x+Ca+1 a 1+tx+I+C2+I a tar f.ca+a-p.t a 1.cxn+c2+1 s I.cxn+c2.t a MEETINORAILCENTERLINE, a = fir 1+C2+1+2-1 3 t-C2-2+2-1 3 1-c2-27(2+1 a Ifr 1.caa.caN a I+czn+c2.1 a 1+C2+2-M-1 a 253/4"MAX.FROMCORNERS. JAMBS: 9"MAX.FROM CORNERS AND 22112• 6Y1fr 1+020-020 9 1+G2+t+C2+1 a 1+02-1+02+1 s W.1/6• 7+02.7-02+1 a I+(2H+02+1 3 t-C2+ivc2N 8 � '� e0' MAX O.C. I.M.I.C2.1 a t.C2-t+C2-1 3 1+C20-CZ+t 3 w f+C2+1-C2+1 a 1+C2-1+C2-1 3 NC2+1+C1+1 3 N' 1+02+2+02+1 3 1-(2+1+(2+1 3 f.c2+1+c2+f 3 ell f-C3+2+Cd+7 3 •11-cx.t`cx.f 3 1 I+CI.t 3 • •• 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER �.``\�pNYt�YNA1or all 1+C3+2.c3.1 a t-(2+2+(27 3 1+C2+1+02+t 3 f. 1 a . 1 a 1 i+ a • • WINDOW IN TABLE. ` •� 10611' 1-03.3+030 3 1+C2+2+C2+1 3 t+C3+1-Cx+1 3 1063•• f+C3+3+C3+1 3 •+ci-2-020 •3 1p.2+WW.I 3• • • C N�•'• for I+C3+a.CW a i+C2+2+02+1 a t+120-02.1 3 for 1+03+3.00 a I.62r2+2+ e3 I+C•.2-U+l a••• • 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN 111' t-a+-3-M-1 3 1+C2+2+Q+1 a i-C2-2+Cz+i 3 tIr i+n+s+cs+I 3 • t 3 t 2+ '1 3 ••• WINDOWS,SUBTRACT 1•FROM TABLE SIZE DIMENSIONS. 6Lvr f-C20-C2.1 3 1+C2+1+C2+1 a t+C2+1+C2+1 3 61tm 1+C20.C2.1 a f 3 ell 7+12-1-C2+1 3 1.02«t.C2+t a 1.(271-Q+I a ell i+taHi.p+I 3 I+C2+f+12+1 a 17(x.1.1z.f 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS 74• f.Ca+1.C•!+1 3 1+C2+f+C2+1 3 1.02.1+12+1 a 74• I+C3«2+C3+1 3 t-CZ+I+C2+t 3 f.Ca-1+C2-1 3 % •'• ell f+CS+2.Ca+t a 1+G2+t+G2.I 3 t+C2.t-O2+1 a 64 f+12.t.c3+1 a t.cx.f+ax-1 3 f+02N«cx-1 a TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. or 61' �?omu�.. all t-C3.2-C30 3 14C2.2.c2+1 a 1.02+1+a0 3 air I+Ch3+C30 3 7 a I I+ a ••• •60TH THE DP AND ANCHOR QUANTITY REMAIN %t`S,'•.. G t 1-01.3700 a "C2-2-C2+1 3 f+C2.fl+cvl+�+f a t-C3.3.C3+I 3 I I a 1+�N i1 : NCHANOED. �'� ONALt��``� 4 1tt• I.c3-.a.c3-t 1 a t-C2.2+Q0 a I f+Cz+2-C2+t 3 1»• 14(4.2103.1 • I.cx+21q/ 3 t+W260+1 a •• ),SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.L1�w uacaR,PE. 1 ••• • • • • • REN,670a e P. f t ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i MIAMbMIAMI-DADE COUNTY 07 mi, 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 OA www.miRmidAde.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. . This product is approved as described herein, and has been designed to comply with�the 171401f Milding..... C the High Velocity Hurricane Zone.- •• • DESCRIPTI : Series•`P 'Clipped Extruded Aluminum Tube Mullion-LW. .1. ..... . . APPITO— D : Draw o. OOSR, pec-- n Aluzduum Tube JAIllions';•••'; sheets 1 through• 25 of 25, prepared by manufacturer, dated 08/2'W1•b,••with*•revision )Z.... dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E_, bearing the M&?JisDgde CQut}tyrroduat•:••• Control Revision stamp with the Notice of Acceptance number and expiration'8atb'by the M1Mni-DadE••%• County Product Control Section. . . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's dame or log,'ditl, state., model/series, and following statement: "Miami-Dade County Product Control Apprcve;[", 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 and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. LNJkk No.16-0218. CMIAWMADEOUNTY Expiration Date' Z6-,2021 �JrJ Approval Date:April 14 2016 r Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300.IR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped•aluminum mullions, prepared by Fenestration Testing Lab, Inc., Tess Rrpprt No. ATL-6443--:- (samples -6443••:-(samples A-1 thru E-1), dated 02/28/11, and addendum lettef Bated WWI signed...'. ...... . .. . and sealed by Marlin D. Brinson,P.E. ...; 0 (Submitted under NOA No. 10-0819.05) ..•• .... .... ..... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, coj9V0pVjpg witfi6fbC-2010*::' and with FBC 51h Edition (2014), prepared by manufachu&, &t1d 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. Manue ez,P.E. Product Contof aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. • Y •••••• • •••••• • •••• •••• • • •••••• • •• ••••• •• •• •••• •••••• • Manuel ,P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE , MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE IV �+ 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. ELEVA INSTRUCTIONS .................-...--.1 LEVATIONS..._.............................1 `! MULL To 2X WOOD.....RY..............2 FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHESTO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1x a MASONRY........._...2 ox MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN U4•FROM THE CLIP. MULL TO MASONRY............._.......3 LoN A4)•GA SHAPE MULL TO STEEL STUD..................3 SHEETS 2.3 's m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINSo.THE CORRESPONDING TO THE REQUIRED MULL To MULL._.............................3 j T T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED N+C�SPECS..............._..._..._..3 Z 8 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATK)N OF WOOD SCREWS. BAYALTMULL INS CUATION......_......4 O BAY MULL MULLSPECS._............4 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSI&LITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.125 MULL SPECS...............6 J W 1 X 2.5 X7 376UMULL SPECSPECS.._......7 = _ 1 INSTRUCTIONS. 8 7 1X2.7fi X.85 MULL UJ C �a 0 SEEATETULOS / I 1 111 I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.500 MULL SPECS_..._.9 In O F iii /_ I SEE DETAILS ANCHORAGE FOR THE COMMON MULLION.SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 x.1zs MULL SPECS.._......_..10 F SHEETS 2-3 I A THRU G; 1 X 4 X.376 TUBE MULL SPECS....11 Q _�_ __- / OPENIIK ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.376 T MULL SPECS........11 W I' I i I I SHEETS 2-3 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.186 X.265 MULL SPECS.-12 I I III 1.25 X 3.26X.100 MULL SPECS...-13 Z )LI$ 6 ��. HEIGHT g)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 x 325 X.62a MULL SPECS 14 C1 MULL FOR 1.26 X 3.94 X.824 MULL SPECS.....16 LENGTH HORMIII AL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 x 4 X.25 MULL SPECS_..............16 Q Z SEE DETAIL E, 2 X 8 X.26 MULL SPECS_..........._.17 SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.26 X 2.11 X.125 MULL SPECS....16 �„ O WIC AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•X 3.25 SAY MULL SPECS...._...19 a7 tV REACTIONS. 45'X 3.25 BAY MULL SPECS.,....._20 ZO C MULLION 6 CLIP DIMENSIONS....-21-23 I– z FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACON/AGGRE-GATOR NOA'S LOADING EXLES I 6 2...ES......_..............24 N `- PROa1CTSMAY LOADING EXAMPLES......................25 fn BE OF AIW TYPE• 9 MULLIONS AND CLIPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W Y Y �T CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z N to MANUFACTURED W 3 / III BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Zbi(A (n 1 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. /SEE DETM LS AAC• 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 5t I HORIZONTAL SHEETS 2-3 WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS MOA. I-- MULL LENGTH HORIZONTAL MULL INSTRUCTIONS: LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: NIXL OPE I WIDiH--�I ---Hafiz NULL LENGTH---I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. LT -'ILENGTH� 67% 1 � `, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANCiULAR'OR'TRIANGULAR/TRAPEZOIDAL'.aOPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISEDa�cemPlYint wiW FI0f1�HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPAWNING VERTICALLY OR HORIZONTALLY).THE BLd�CD&we MULLg ` VERT. MULLION CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT ILBS/fT')FOR THE OPENING OBTAINED W pcoepIS �aoaDWms's•/ LENGTL 1 r r MULL STEP 1). LENGTH L L —I 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE.FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE By L REPRESENTS THE W�LO"VtgSF%RREDT O THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. NNU Pie" • \11 oPEHWG wroTH 6)FROM THE ANCHOR CAPACI' A :44 t.�1 TIE�M1�SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE o y LYNN SINGLE MULLION FOR VERTICAL MULL I,Tq M S` OPENING WIDTH ANCHOR/SUBSTRATWANCH�49CL1B PA;TE✓;N Y I� %SECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �\�N`1�ENSF• FOR VERTICAL MULL CAPACITY IS MET. • • • • • • • • • Q' SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LOS/FM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE >; N0.56705 FROM FXIURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE •'"• 6 4 STANDARDS USED: • 000 •• • ••• 000 %�) ••. •2014 BUILDING CODE(FDC),5TH EDITION 8)VERIFY THE DE GN PRESSURENATING(LBS7FP)FOR SHE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION TE F : *2014 FLORIDAF ORI NDS-2012 FOR WOOD CONSTRUCTION CAPACITY LBS/ OBTi(INED�OI=*j ML4LLI @N SYSTE.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION % T FLORIOP..•j�\� PRODUCT ASCE LY. ALUMINUM DESIGN MANUAL,ADM-2010 B)HIGHLIGHT OOTjON U:EU AND tLl VAtift USED INPSPECIfIE APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. 1"� qt: &AISIS700.07IS2-2010 FL P. 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • DETAIL A: DETAIL B: Muu1DN MULLION TYP.ANCHOR MULLION TO 2X WOOD BUCK ULLION ATTACHED TO 1X BucKSTFBP Ri ccc�� PERSUBSTRATE, o OR WOOD FRAMING WOOD BUCK AND MASONRY ellkATTAC ENT SEE SEE TABLES 18168 u (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, N SEE NOTE 1, 5 m SHEET 1. I MULLION (0 N I SEE SHEETS b I MIN 2.T KSI EDGE W I 1 21-23 FOR HOLE d CONCRETE Oti CMU ��,SEEDISTANCE. SEE T W EITHER THE LOCATIONS I I EDGE DISTANCE 5-611E TABLES STANDARD EDGE o I a FOR MASONRY W Q p O OFFSET MUI ° DISTANCE ' ANCHORS UU F INco STALLLLEYD d I I F�EWS i I SIDE VIEW ] Z THIS a 260'MAX FOR °d d° ~ O J ALL MULLIONS c ° E EITHER THE e STANDARD d Z' OFFSET MULL ? 0y CDP MAY BE ' d • ° INSTALLED BY d EXTERIOR Z rlws METHOD. a d EDGE r 4 < DISTANCE 4 z j aj O ° ° - d FOR ° m Q O Z OO�aVa ° MASONRY THE OFFSET CUP IS ANCHORS U7 a RECOMMENDED FOR W FIN-FRAMED EXTERIOR °d WINDOWS.BUT MAY F N ALSO BE USED FOR r fn OTHER FRAME TYPES. V Z Q O O a z 0 TYP.ANCHOR '' -1 TYP.ANCHOR PERSUBSTRATE, TYP ANCHOR PERSUSSTRATE, SEE TABLES 1B-IBB PER SUBSTRATE, SEE TABLES 15-168 SEE TABLES 1S•165 EDGEIEND BUCK8TRW DISTANCE AI's SEE TABLES -- ATTAOHMENT 1B-168 T .• ....�,. 13 OTHERS, EMBEDMENT BUCKSTRIP EMBEDMENT' SEE NOTE 1, AND I ': ... SHEET 1. ATTACHMENT . . By DTHE SEE NOTE 1, ' SHEET 1. - MN 2.7 KSI CONCRETE OR CMU PRODUCTREVISED FRONT VIEW m complying witth 66 Flo" •.•.,' �'..' . SIDE VIEW Duildws Code Ac' --No 03 FRONT VIEW L'* Fgi-D'10 440124 By, INSTALLATION NOTES: p jrR{ EroAud 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 I I •• 00: •• • • • • • •• \\ OC`"1 1,YNN 2)QUANTITY OF ANCHORS AND MULUON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION •• •ltt•.•''Gf NS F'P ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE • •• • • • • ••• • F•c, �\ F CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE • • • • • • • • • _ FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. •• ••• •• • • • •• __ -y'' ND.58705 or 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. "• 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • 0:0 •• • ••• ••• S 1 Of PLOT 5)FOR MASONRY APPLICATIONS INMIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED • • •• • • • • 'i CCSS" (GCS;�` ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • � 14L �� • •• • • • • •• •• A.L{'NNIMILLE. ••• • • • • • FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: —I 126•MIN MULLION TO MULLION DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR'CROSS• MASONRY STRUCTURE FINTERSECTIONS. s (STANDARD CLIP SHOWN) vARIEsY 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. N TYP.ANCHOR EITHER THE I I PER SUBSTRATE, L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 T7 m SEE TABLES 18-138 FOR CORRESPONDING MULLION. Z L U)F [OFFSET ULL I 10) j TOP VIEW MULLION O WCUP MAY BE I I I EDGE DISTANCE JSTALLED BY 11 I FOR MASONRY ypR1Eg •HIS METHOD. 1 I I ANCHORS I f12STEELSCREWS. 5 _ SELF-DRILUNO OR PRE-DRILL W O MULLION AND USE SMS CO co za \� MULLION O j d° 8 EXTERIOR q , THE OFFSET CLIP IS Z U qqq EDGE DISTANCE RECOMMENDED FOR L FOR MASONRY ° - '• FWFRAMED INfERBECTION ANCHORS - WINDOWS,BUT MAY U-CLIP J Z ALSO 6E useD FOR EXTERIOR Q Z 8 e OTHER FRAME TYPES. j O TYP.ANCHOR ''dd IZa-' 0 L PER SUBSTRATE. 4 ° s O SEE TABLES 18.138 SEE SHEETS 21.23 FOR 11 TYP.ANCHOR HOLE LOCATIONSA O PER SUBSTRATE. J BUCNSTRIP SEE TABLES IB-13B FRONT VIEW EDGE Q Y Y AND DISTANCE F• co co ATTACHMEM SEETABLES N BY OTHERS. 1B-13B U -Z Q N O •:• •.. SEE NOTE I, � •� d — EMBE SHEET 1. " EDGE �_.. _.DSTANCE SIDE VIEW SEETABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B•1313 DETAIL D: FRONT VIEW SIDE VIEW MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: PER SUBSTRATE, 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE. \ SEE TABLES 1B•138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �` SEE SHEETS PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ® os mroNYing with lha Florld� \ HOLE Building Coda CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONS Acoapalux Now�L •eS FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. \� Expieai MUI.uoN 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. BY, 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. EDGE ® Dn,tda L 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DARE COUNTY APPROVED • • • • • DISTANCE ��(LYNN. ..,/, ELCOULTRACANORELCOIl4"S.9.AGGREGATOR MASONRY ANCHORS. •�1�,�•�.� • • ELI STUDSTHWIERTHAN MASS LE5 �0�,.• ' N •.,�F,� FRONT AW •• • ANDdbMPLIMTW17HTHEFLBuaallo 10138 JcC SE • • • OD2.A 2X WdbD BACKER MUST USED. - •• 0041 7.�• • *TT/tHAIIIR BY OTHERS. _y';:• No,JB%D' k - EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW _ /�// ry I L = NOTES: ••�L,• /�( 6 l O � C -- a _T/A LU; • ••• •• • FOR 2x ff(9ODIBISOKED STEEL STUDS,WOOD S E OF :• J\ • • • •0 00 tNCHOR 4LUES f kY BE USED. • •• • • • �)SEE COpRESPOJIWNG MULLION TABLES, ••• • • •SHEETS 540,FOR QUANTITY OF SCREWS. A tY14LEA\P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) BEEDETNLSAE. 30'OR 45• d SHEETS 2 AND 3 FOR INSTALLATION BAY MULL N TO SPECIFIC SUBSTRATES. ,,-MULLION ILII � j,"�m O O Z N O O O O O O O O O _ W TOP VIEW 2 W N O O I W V Zo O SIDE VIEW TOP VIEW i Im N coo rn SHOWN WITH i'XI'XA2V I I Z j MULLION I I I A I TYP.ANCHOR F PER EXTERIOR I i SEE TABLESUBSTRATE.5B OR 108 Z j 00 b N TYP.ANCHOR I I i EXTERIOR u Z STANDARD MULLION CLIP I I SEE TABLES ATE, j I Q Z MODIFIED TO FR FIELD CONDITIONS. I IIIANGLECLIP, Z I I I I I I j 1 2 PER MULLION END.MUST BE Q Qz N s- INSTALLED INSIDE OFDAY MULL F. � O 1 1 I m I N I MULLION -' 2XWX.125to I ANGLE CLIP. _ I 2 PER MULLION END, Q `• 1 1 MUST BE INSTALLED A �n I I INSIDE OF MULL. �W b ' ) I I I ",_TYP.ANCHOR PER SUBSTRATE, SEE TABLES 113448 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELO. \ EXTERIOR EOOE'Isl �� `®� PRT'iUUCT RhVISED O PER FIR f as complying with Yw Fh)Ti" Building Code • Aceepwnee No 02183 1 ® INTO WOOD,STEEL, EXpwrom Dale /�7L ALUM,CMU OR MASONRY 1 MO ® ® EDGE DISTANCE 11Y PER M1am ANCHOR DISTANCE E • • IEO7�3 PbRMS7ALL9kTION OPTION G&H: PER ANCHOR ©� •;)U:E 4N4_9LIPS%RMULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. x '�(;ENSE••'•'� ' NOTES FOR INSTALLATION OPTIONS F: •• ••• •• • • • •• ` L 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _-L-; tSo.;)IMGS 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2('X2.11-X.125-MULLION. LOCATIONS. rr_ 2)SEE TABLES 1BA3B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. • 000 •3)DETOLIL H:SEF•TA§LE%'I%OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �•••,Rte` (,� �6•:�1 • • • LOQATWNS. • • i�C,. SLI <l/; 3)THE 2X5 CLIP ISNOT SUITABLE FOR THIS APPLICATION. • •• • • ••• • ••• Ar/.IF LUII ••• • • • .�8 �.E/ 705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A •�� E - Mullion Cawltv Table Ibellt3 openingWldlh(brved Ivep"rlpmidlora)orOp6nIng Height(forMAmrf64"aPemirunvAcle) t80N $ 701. e0N 00in 1dN 1120 In 110N 5/N 60 In R.CWVAWer RwtnWer Tnprmen8. ItM•ia+ler TMs- 11aat.n9dr TnPRdetq. RaelnP6ar TMprm•q. wet.nv+lr TMprinero• Rea1•gder 7laprrdela• Rectenp4ar Laura Loedno toedno Ladng Laednp �Y 1 x2 x.126 Loadne Lwdno Lwdnb U.&V r11H LoWrVLednf L.oaft Laiq {$jLdn9 Laidn9 L°' "9 Alum.Tubt7 CDJIF 11f Mullon LU 42N 11L9 4d 128.5 372 632 4a 116.6 325 M9 100 107.6 721 69.9 Ia faA 319 02.1 108 Id.O 319 65.9 /d Ia.O 319 16.6 Id 1a.0 310 30.9 406 1a.0 310 30.0 106 ta.0 31f J x ION 7/.9 312 0.1.6 266 92.1 ]I2 731 2Y1 6,1.6 J72 67.0 248 18.9 312 BIR 218 41.8 312 61.3 244 37.5 SIR 01.0 214 11.2 112 61.0 244 20.6 312 61.0 241 29.4 J12 OtA 211 a. (n 80.028N BSA 261 70.6 234 61.2 261 61.6 226 bA 281 65.7 12A ]9.6 261 51.1 222 36.6 261 50.1 220 31.6 261 40.3 2t9 26#A2 19.7 21f n.e RN 49.7 . 219 mO aN 62A 217 SIA 207 IJ.9 217 W.0 202 77.6 247 44.8 199 32.0 217 /tA 186 R9.R 247 39A 194 20.3 247 36.4 193 31 301 19] 10. .BON 16.{ 200 41.2 170 720 100 J6A 166 2JA 200 JI.B 167 21.0 200 26A 160 21.3 200 21.1189 10.2 R00 25.9 157 16 28.0 1!6 07N 331 161 75.3 135 27.8 tet 30.3 10 237 161 20.9 140 20.7 tel 24.3 140 10.4 161 22.0 144 16.6 1al 21.7 NS Z g ffi• i 06N T9.6 165 30.6 142 24.0 165 25.1 139 20.6 165 231 136 16.0 1e5 21.0 1J4 7 W W 12N 122 130 23.3 120 18.5 139 19.9 Ila 16.0 139 VA 116 7e N 16.6 125 19.7 zz IOf 15.7 126 16.6 107 --r ~ 7 Q o 7eN n.5 ne 1e.z I. g63 TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA Anchor Ce U Table Ibs DPm)X/ANCHOR CM.,„,,..•` ANCHOR CAP.- tq BWY•I 2.7k0arotete 15kCaw. 1toSwCMU FadC44U PT Wad 3fetel ( `MULLIONCAP.,,o,,,..,/ W X 515M Ebo 11{'68 Eko 5/16•Eko VI'SS Eko 6108feel f128Me1 91261ed Arc6ar type: y16"Eko UlNcan IIP Eko Uweean u•. ytr Eko UR(mm t74•E106(•reoaa �e1 y U � Aypya goy p51 eamr(05) ow"(051 USE THIS FORMULA TO OBTAIN THE*ANCHOR d' Y Y Anchor Clip Pettema CAPACITY REQUIRED'CORRESPONDING TO AN FL X Q 3 Ea9.Dielrae Onk 1 2.12 r x-t2 stre 1 2 vY r 2-12 r ave r o.4r o.sl e.aWI ACTUAL PRESSURE REQUIREMENT FOR THE Q � z O O EmOs•aent V314• 1•yP lair 1.3+4• r 1-v1• 1•vr 1•ur 1-tu• larr 1.1rI• r faro' taro' NIIB' OPENING,WHEN IT IS LOWER THAN THE MULLION d m0 z Anetw•O/.7r MN.o.c.r 6uMr9«ae•ab(Flg.13 390•e 390 a Iso b X• IMI IM zro is xeOIM ]51 Ra 710 Bx 374•e ed ae 916 a 361 s 412 in. 300 CAPACITY(FROM THE TABLE)OF THE SELECTED 1 Ananae®1.1Y MN.C.C./BNded(or CIeeU COO ffb•23 480 Be Br WA WA WA WA J80IW WA WA WA WA WA 885 t t20 b MULLION.IT W ILL YIELD A MINIMUM ANCHOR I Ancl•n®r Mn o.a/0)a6 Anpts ape 1 ffb 33 7e0 a leo b, 660 ae 1510 b tloe°° 540 6e 59lb. WA Teo•e 71e d eeOlbe 19f2 a (Will* �id It20� CAPACITY WHICH MAY BE USED TO QUALIFY 2 Ant Mn 9 0.15 Mn O.C.t ualp,Mo.1R5'Alum.(Fp.4) WA WA WA WA WA WA WA WA WA WA WA WA WA WA 710 ba ADDITIONAL ANCHOR OPTIONS FROM THE I Analar/FGp ffb.s7 193 fa 795 b 2251M 41S Nm 822188 135 ne 110IM I77lae J70 bw 107 b 3321M 473 a I70•s 121 Ilr RIO b ANCHOR CAPACITY TABLE. 2 Am;- 1.15'MM.O.CI F17P .6): Y40 b 350 b WA WA WA WA 1801M WA WA WA WA WA a1 8• M210a 580 b NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: pRODUCT R6vISBD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. u complying whh do Florid Fe 1111 *1 • 1.000" NO DuildN1 g Cody SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 'I I`- ACCITIM m •p EAP w I1ote 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSK)NS,SEE SHEETS 21.23. Mimi • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED.APPROXIMq#E HDYCio(rnONS. • • • •• • • • • • • • • • 725• �\p�(LYNN Mq�F�� / ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL ORM TQ��CI 30T�PEdFI0ATI0NSJH0I�OW AND GROUT-FILLED ,.j. ,•CENSE CONCRETE BLOCK UNIT(CMU)SHALLOFATIj1 A�Tmi gftdbD%RkPL BE PRESSURE-TREATED r ,�,- �• r'; FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SW 0.5 I HAt�gE 6�3-�ANp CA MINIMUM OF.125• T � THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THI (18 A E).p�UCTURAL STEEL TO BEAT 1"X 2•X.126•MULLION _5c: NC. LEAST.126"THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL.#1014#12 ANCHORS INTO WOOD MAYBE STEEL,18-0 S.S.OR 410 S.S. '�� • ••• T6 •• • ••• ••• I • • • • • • • • • • ��;S \- � • •• 0.0 • • •• •• A.LYNMSI ry1� R;�•E• ••• • • • • FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 000 • •• •• TABLE 2AA Mullion Capacity Table 1161107 opening Wldth(for v9r5ceey-spanva millons)orOpening Halpht(brhmlmrftW4PaMrlpinAon6) yy11 501n BD N 701. 0 N go M 100 In 120 N Ito In iso In y R.t.v'a Tw"An0. ROMM)" Tmgr • RwtrWu 71ap/Tnaro. RadarouW TnpTdrO. RUWONar Tn#Td•p. Redarg1Yr TaWnWO Ft"W0lkr T7yY8WV. RadslOUr TlLoRdnro Rso ding ❑aPeft a 1 x 2 x.376 LoadbV Lo.mw Ladro Loaft LoadYO Loa•ro Loft Losdiro Lnedk• Wbro Laadin9 Lamm LoadkV lnadkV Laa•I1p LoWnO Ladiro 1oadY0 Alum Tub g d g g � � t 1 aloiMlf I I 111 I GD F o 1Z N 170.0 620 170.0 1.76 151.9 682 1700 470 129.7 6112 170.0 608 113.5 BB7 10.5 616 100.9 am te6.9 511 Me 682 166.9 517 75.7 662 186.0 617 64.8 6112 1869 617 56.7 887 1869 677 J W 48 In 121.6 507 130.0 419 IMA 507 119.2 410 66.8 607 100.7 403 760 877 1028 30 61.e 507 0.6 397 eas 507 960 306 0.7 607 0.0 We 434 907 0.0 906 36.0 07 0.0 996 � _ Cn 0.6161n 10.7 150 174.0 379 664 156 0.0 971 74.1 456 90.5 384 64.6 456 ate 360 57.6 40 61.3 367 51.6 150 600 356 432 4711 0.0 956 37.0 40 'or-35e 321 40 60.0 356 Uj O 541n 8511 400 0.9 338 71.2 40 60.0 328 6f.D 100 72.7 322 6111 400 117.3 318 47.5 40 68.0 315 427 100 62.3 314 96.8 40 ace 313 30.5 400 61.8 313 267 400 81.0 313 en � N ON 82.3 3111 0.0 27e 51.8 324 67.6 270 K5- 321 57.Z 764 369 324 4611 20 34.8 331 119 737 91.7 321 12.0 256 26.0 324 40.5 253 222 324 40.5 257 09.5 324 165 263 � m J ON 53.6 291 57.4 262 446 291 49.2 2M 30.4 204 43-6 241 316 284 366 237 28.9 298 91.1 234 20.8 291 362 232 221 IBB 315 730 79.2 294 $3.4 23D 7911 291 93.1 230 ? 7 s ON 1611 266 N.8 730 30.0 206 424 225 334 260 37.5 221 262 20 341 218 28.0 266 31.6 215 214 20 tae 212 765 20 26.0 210 78.7 760 27.7 20 11.8 288 27.7 20 72 N 36.0 726 97.9 196 30.0 226 322 191 267 225 20.4 160 225 225 258 lea 20.0 225 23.6 182 160 275 220 10 160 275 20.3 771 128 226 19.6 1M 11.3 213 10.8 116 1yaJ 781n 3011 202 82.0 177 266 201 27.2 779 27.8 202 21D 170 10.2 202 21.6 1117 17.D 202 78.7 16S 159 202 164 10 128 200 16.7 10 00.11 202 15.9 150 8.6 202 168 155 Q COLLI� 78 in 263 192 2D.e 166 216 160 Zdt 185 20.7 192 22.0 182 17.7 1112 19.7 10 15.7 192 16.1 157 14.2 Itl 10.6 155 11.8 192 15.2 162 10.1 1112 14.1 10 6.8 1110 14.2 10 J r Z f) Q rn o 9D In 16s 1N 110 128 164 1w 16.1 1Z6 Q 2 z 7-V � ON 162 127 168 113 U) ..� TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: W Mchor Capacity Table 1116 /(ANCHOR CAP.,,a,,.,, ANCHOR CAP.„. But1Y•N: 2.7k0-Ms 3.5kcono. Www CMU FhadCAW PT~ MAW (Dw)X`MULLIONCAP.,,o,,,•a,� iu 1/1•SS Eloo it Eb of88Elso 6108N81 612 8trl 1112 BN•VWE1wIltl v1•FJdotxkw- Sne'ElcoUlUmn V4E..UIWn A9psG.W Unno" AW*GO k9 saw(G5)saw(os) So-(GS) USE THIS FORMULA TO OBTAIN THE'ANCHORAnchorCllpPalt•ms CAPACITY REQUIREWCORRESPONDINGTOAN Edps lxatanoa Onk 1• 2•ur 1' 2-vi 3.118• 1• 2-Ilr f• 2-IrC i 3•v0' r 0.46• 0.51• 0.321' ACTUAL PRESSURE REQUIREMENT FOR THE FmBsdnen1701: 1•Y4• 1-YI' faro• falx r t-v4• 1-1u• 0411' t-018• t4lr 1.114• r lana• ' w1W OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Amnas®4.75•MN.O.C./BlaMerd w geAl db(FI9.1k b 3011 45011 0011 1&411 27011 28011 75111 14011 AI b 66111 M Its Nub w2 b 5011 1 Ammn 41.111•MN.O.C.I eWldanl(a OIYsq(IIP(FV. MULLION.IT W 2k 460 b 700 b WA WA NIA WA 30 b WA NIA WA WA WA 60 b 665 b 1110 b CAPACITY(FRILL OM THE TABLE)OF THE SELECTED 4 NWars O 9'Mn.O.C.I r1)2x5 Mips Cllps l(FIO.3k 7011 1011 eeD b 056011 169611 51611 SeD b WA leo b 7�s b eeD b 169211 eel b 66s 1a 112011 CAPA .WHICH MAYBE USED TO QUALIFY 2 Moms 4 0.45'Min.O.C./U1d•,Inb.126'Mun.(F19.1): WA WA WA WA N/A WA WA WA N/A WA WA WA WA NIA 715 b ADDITIONAL ANCHOR OPTIONS FROM THE I Mcba I FLalp(FW at 1951a 195 b 276 b w5 b M IM 19514 140 b 177IW 370 b 147 lb. 332 b 479 b 770 b 221 Ibs 20 b ANCHOR CAPACITY TABLE. 2Amnas 1.1S MN.C.CIF (FV.6k 2wb 39Db WA WA WA WA 1011 WA N/A WA WA WA Nub 44Z 1W 66011 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. rRODUCTREVISBD FIGURE I: FIGURE 2: TABLE NOTES: as COmplyim with do pb7i11 BO)IdN6 Coda 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ._.� 1,000• f--- FA,°P�Nion p/ ( SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mlam) Product FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN A NQTJ SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 1 11111 K , , ON SHEETS 21-23. 2'0�• �� LYNN • • • • HOLES TO 8E DRILLED IN THE FIELD F01�. IN N 0r�1�nITn�L FST�tIC�ONdR SFVR ` t\Up1( N FIGURES SHOW SUGGESTED.APPROXIMATE HOLE 'Y't1'. • • • • • moi` .• �7GENSC'•.,C,P • •• • • • • ••• • .375' P ' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ASI 304 SRECINCA51ON6•HOLLOW&ND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL dB4FORk?jt STMC•J0.WOOD SPALIPBE VRESSURE-TREATED _T _ ; No.58705 FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' 1•X 2'X.375'MULLION = THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(111 GAUGE).STRUCTURAL STEEL TO BE ): (,('Vr _ • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • %THE MATERIAL.V70&M12 ANCHORS INTf1WEMDMAY BES17BEL,1668S.S.ORd1OZS.••• �O 4'1',U • • • t • • • i�A•'•.ACORIOP.•'• \� • •• • • • • •• •• ••• • • • • • A.L NN MIhbEF:,P.E. FL P.E.%58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • TABLE 3A ^ Mullion Ca ac Table beM17 �le Opening tMcith(for verlicaly-9pamklp mUIIon6)or 0penlnp Ha1ght(tor halmrf 1v-Spamirp ml6om) A. 501n 0o In 701n I 0in 1 00 In 100111 120 in 14*In 149 in . a d g �• r'S �' . �7!, md Rwl•p6v TA74FwrglTWeO7 • Rvgdv RIPT11si Ra 7YRe4WIv 7rWIenO. R 1R4ctan•v w Reew•v T1 ow 1X2.76% odL"A" L"Ang Ladp e4dn6 L'.24 L.W00 1ofdrq1.0.029 1 Imdro luadro ro Ldro Loeq L-doe I.-ft LOW% LadnMu llion U).3m F1, iii ffiF10 gffl i 42 In 170.0 720 170.0 436 170.0 7N 170.0 476 170.0 aea 170.0 505 170.0 992 170-0 519 170.0 1116 170.0 621 170.0 1740 170.0 621 148.7 1301 170.0 521 tn.6 1301 170.0 621 111.6 1301 170.0 621 J W /8111 170.0 709 170.0 004 170.0 aso 170.0 694 170.0 9W 170.0 630 170.0 11]3 170.0 111 131.6 1139 170.0 677 1310 1139 170.0 an 113.9 11]0 170.0 656 97.6 1039 170.0 6W NA 1138 170.0 660 _ 50,23In 170.0 747 170.0 563 t3 - 110.0 631 if7.6 1032 170.0 864 146.a71_-_F170.0 723 130.5 1032 170.0 747 117.4 1002 170.0 760 97.0 1033 170.0 755 67.9 1032 170.0 756 73./ 1032 170.0 756 W 6/N 170.0 797 110.0 712 170.0 601 1362 907 164.7 730 120.0 907 162.5 720 107.6 907 116.0 714 90.5 907 N0.1 710 60.6 007 110.0 709 60.1 807 140.0 700 Sol 907 140.0 709 m &D In 141.1 713 151.5 626 130.3 611 100.6 735 110.0 699 51.2 7ffi 106.2 00 690 70.{ 736 904 673 70.6 735 86.1 675 66.8 733 91.6 674 504 7JS 91.8 67/ 11.1 733 91.5 671 J { 03 in 121.9 618 130.0 610 101.6 687 101.6 667 77.0 661 96.9 547 76.2 606 00.1 639 67.7 ON MA 531 90.9 656 79.9 526 50.6 866 76.7 621 /3.6 666 781 621 30.1 696 754 621 = U 66N ica.0 307 1124 5n 18.3 307 9e.t 511 75.7 1 007 1 85.0 501 662 307 "A 4W Sa.9 607 71.5 411 6].0 607 674 161 N.2 707 e3A 176 374 701 72.7 474 11.1 707 62.7 171 Z �� 72k 81.6 610 69.1 N3 080 510 734 47 66.3 f0 M.] 126 $1.0 510 57.9 41t 15.1 610 63.3 /1] 40.1 610 50.0 108 J4A 510 ISA 102 29.2 610 /1.4 398 26.6 510 N.3 399 ? J Z 76 N 694 /5e 72.6 400 67.6 466 01.7 392 N.6 158 %.1 385 411 166 18e 378 JIA 466 N.6 373 31.7 456 11.6 388 70.8 168 J7.7 362 21.8 /66 J0.0 369 21.7 166 56.7 J58 Q 70 N 611 435 57.0 30167.0 4]5 664 373 168 135 194 360 40.1 4J5 14.7 310 15.7 136 NA 365 921 135 J6.1 331 20.6 {76 344 J14 72.9 {SS 32.9 741 20.1 133 32.2 340 F. Q N O 90 In 41A 327 43.1 700 31.9 377 36.1 296 29.9 J27 31.8 200 20.1 327 28.3 276 23.2 777 23.7 271 20.9 327 23.7 269 17.4 J27 21.0 282 1/.9 In 19.3 267 a7 ^ Z O 95N 3/.1 297 ]6A 267 28.7 277 294 262 24.7 267 26.0 216 21.6 767 23.1 7AI 10.1 297 20.8 240 17.2 267 19.3 277 1/4 267 10.0 232 T~A X � � 109 N 74.2 717 24.7 205 20.2 227 20.4 201 17.3 227 16.0 185 16.1 180 195 W Y Y 111 In 22.3 215 22.7 191 15.6 215 181 IN 15.9 215 174 100 N 120 In 17A 191 17.9 lel 0.} x Q O 0 TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: '9 AIL- Z A N Anchor Capacity TabM Ibe Rd"cmu FOkd Gal PT Wood mew (DP,,.)X( ANCHOR CAP.,,, 81Atlnls: 2.7k caeret4 15k caw. `MULLION CAP.,o,,,., L 5116'Eko 1114'58 Eko 3/10'Ela 1!P 88 Eb4 610 8ww 112 81111 612 Stcel Anolwrrype: y18'EkoUNnra 1/I'EkollOrwan tftreea 9I76'ElooUlOaea v+•Ebouw.ca �. �a� Aro�ytw 8tW(05)BO�.PS) sawr((is) USE THIS FORMtAATOOBTAIN THE'ANCHOR Anchor Clip PaSems CAPACITY REQUIRED'CORRESPONDING TO AN Edge Oktl (k} t• 2-ti[' r 2-1rt 1117• t• 2717 V 2-12' 7 sub' 7 a+5' oma' o'er• ACTUAL PRESSURE REQUIREMENT FOR THE Ei•1•Ma IN 1.3/P 1-3/1• taro• 1-311• 7 1-v4• 1•vIb 1.1N• 1-1H• 1.1/4• 1 1 0 1mc 1x1It vara OPENING,WHEN IT IS LOWER THAN THE MULLION 7 471144 475'Min O.G/8wrdv6 aON19 CMp 0.q.1): 3909w J906w 4509w 109 1011.4 7/0.1 26017 351 Yw 7+Oq 71/161 65417 9180w 311.1 N21a 164CAPACI THE TABLE)OF THE Ty /Anohaso 1.14 MN.O.C./SwMrd for 061eq C900.q.2} 480 Ow 7001bt WA _NIA WA WA 360Ibt WA wA WA WA WA en la ee6la 1120 bt MULLION.(FROM WIILLLVELD A MINIMUM ANCHOR TED 4 Aaha19 r wn.o.c./(2>216 An9w c891/0.q.]k leo b Teo 169 ew b 1590 011 1e9e Aw 540.1 Seo Ia NA leo G 74817 e601W 1892 is 062 8w ees 161 1120 e TO 2 Archon C 0.15•Min.O.C.I UC09,kto.12Y Akxn.IFq.4): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 715 b ��RI IOTMNAL ANCHOR OPTIONSFROMTHE QUALIFY 1 Arwha/FLYp 0.q.6): 193 V. 193 b 115 b 115 b 611 b 135 b 1+017 117 Y• 370Ow 197 IM 352011 +73 9• 170 b 111161 260 b ANCHOR CAPACITY TABLE. 2 AnoAm 1.16•MN.O.CI Faq(Flp.B): 240 eK 750 Yw WA WA WA WA 190b WA WA WA WA WA N18r N2101 SBOb 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. PRODUCTREVISED w..MAyi^8 wilh de Flo" BAccepffi='Jr.-aux-to FIGURE 2: 1.000' Expinl)OnDate Qo21 By FIGURE 1: TABLE NOTES: • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 Product Orchil SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHO*0 000 DS. 2)LINEAR INTERPOLATION BETWEEIttMULL LENOfH9YWMOFi0PSh11N61MDTH6•IS•ALLOWABLE. ��\tp1'( LYNN p7l FIGURE 3: • • •• • • • • • �� v, •• '••<< '� 2.750' F ''•.Q 3)MULLION AND MULLION CLIPS SHO RE T S LE O EX1Wb1MEAIONS,SEE SHEETS 21-23. ��;• �tGENS • • HOLES TO BE DRILLED IN THE FIELDf�OVtjI 1W� XL0STBIC1:0NjVtWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCA IONS.E_ 1 'y Mo.68705 •�r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375• ;-0 / LL CONCRETE BLOCK UNIT(CMU)SHACQIJFQRM TO A$Tlyl C-90.WOOD SHALL BE PRESSURE-TREATED ("�/ 81 C ;• /�/ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN OM 555.ALUI�PI%SF E /CJD 6L•d�11NIMUM OF.125' %�U•'. 's TE OF • THICK.STEEL STUDS TO BE A MINIS,WM GWE 33 045• '!t (18 GAU ).STROCTURAL STEEL TO BEAT 1•x 2.75•X.375'MULLION '•.•FLORIDP,.•' \� . LEAST.125'THICK AND A36.ALL PNCHORS9INTOMIETAL W1AW E)6TENP AT ST 3 REW THREADS BEYOND %��Q. •• •••••• "z THE MATERIAL.1110 3#12 ANCHERS INTO NeOD MAW BOSTBEL,68-8 S.S.011410 S.Sa• S ••• • • • • • A 4A EB 870P.E. FL 55 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4A � MulNon C6 Go TabN I'll t! Opening WIdM1(forWICRIP'eP°a'InO"Aoro)orOpm1npHNpld((orhM0d aM+Panni^Omulli°ns) uoln 140 o wn SpIn 701n soh OO In Pooh 12046 IK Rswo9w 4Ad7d11q• R+Wnpder Tnp/TMnp. Rsotaw Trap RW"' RsolrWer T7eP/Tdr10• Ractrlpdr hePRtlrq. Y 1x2.76x Rectenoulr Tts"ang. Rwtslgdu Tmorld" Reelmpdr fro. Rlddn9 Lo6dctsnodiR � Ladnp Lo6An0 Lu•09 Lo1•np Load to Loading L"ft Ladnb LOriq LOS" b � a 11 g OD ASO Alum. J III 42 In 170.0 820 170.0 NS 170.0 746 170.0 17S 170.0 66S 170.0 508 170.0 002 170.0 610 170.° 1118 170.0 621 170.0 1210 170.0 S21 170.0 1116 170.0 521 166.7 1020 170.0 621 1]8.6 1620 170.° N h 170.0 708 170.0 524 170.0 860 170.0 5M 170.0 602 17to 030 170.0 113] 170.0 881 170A 1275 170.0 877 170.0 1417 170.0 810 141.7 1467 170.0 610 121.5 1417 170.0 880 108.3 1417 170.0 810 (n 50.625h 170.0 717 170.0 683 170.0 190 170.0 831 170.0 1046 170.0 084 170.0 1105 170.0 723 162A 12M 170,0 147 146.3 1268 170.0 758 121.0 1286 170.0 738 101.5 1246 170.0 768 61.4 12M 170.0 750 W p 0 6{h 170.0 107 170.0 812 170A 956 170.0 891 770.0 1116 170.0 751 150.7 51]0 770.0 803 137A 1170 170.0 037 120.6 1130 17°.0 6SG 100.5 1160 170.0 461 86.1 1130 170.0 S81 75.3 1130 170.0 601 J 40 In 770.0 685 170.0 701 146.5 013 102.3 Tel 125.5 015 144.5 746 100.0 015 132.3 73S 97.8 916 123.0 726 87.0 916 116.5 720 73.2 016 114.4 715 82.8 91S 114A 716 51.6 916 11{.4 715 ? U Min 151.6 870 181.0 710 126.5 630 136.0 001 108.6 530 123.2 Get MA 830 112.2 070 844 830 104A 082 75.9 630 00.4 851 63.3 630 01.5 540 5{Z 870 04.1 646 47A 6b 01.1 610 � Ly 0. Bd In 132.1 767 110.0 160 110.0 767 110.6 G3B -OU 757 05.9 024 02.6 757 ,LI 511 73A 737 46.1 Soo 08.0 757 M.2 GOD 63.0 767 79.0 397 47.2 757 76.2 501 41.3 767 76Z 601 U) S% J z 72h 101.7 078 IOe.O 652 81.1 678 SIA 510 72.7 678 10.1 630 87.8 846 72.2 521 56.5 SSG 05.5 514 50.9 070 Sts SOO 42.4 0.Y 573 500 30,3 G3G 55.3 407 31A 676 38.2 � _ ' d 78 h SG.S 571 00.1 106 72.1 571 TSA 46S 6. 571 STA 470 54.1 571 00.0 471 48.0 571 65.6 464 47.2 671 51.6 !SI ]OA 671 47A 461 30.9 671 14.6 147 27.0 571 N.S 446 78 h 00.0 542 83.4 {71 46.7 612 TOA 146 57.1 512 62.1 156 60.0 512 55.7 446 444 542 Ste 462 46.0 642 47.6 467 33.3 6{2 12.9 129 25.6 512 40A {25 �.0 562 46.1 123 Z C 90 h 62.1 107 57.7 701 N.I 107 15.4 SSS 77.2 467 AS 749 32.5 407 36.3 913 20.0 407 32.1 831 25.0 461 20.G 734 21.7 107 2G.1 321 18.8 467 24.1 $23 15.3 107 23.0 319 X 9°46 12.9 366 11.1 720 75A S50 37.2 311 30.7 ]38 ]2./ 309 2G.G 358 26.6 301 2].1 936 28.1 300 2i.5 355 24.0 205 17.0 350 21.0 2S0 10.3 756 10.2 246 W J#f 108 h 30.1 207 70.8 265 25.1 283 259 251 21.5 283 71.6 217 11A 267 10.0 246 18.7 283 16.0 246 16.1 107 1G.5 277 � n Y Jilin 27.8287 26.3 242 23.1 217 23.6 230 10.1 287 20.6 235 17.3 207 10.3 231 16.4 267 18.6 226 U X Q O O 1201 122.0 1 226 1223 209 10.3 220 10.1 20S 15.7 229 1G3 202 TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor CG Ic Table bt (DR-) /ANCHOR CAP.,,„,,,. ANCHOR CAP- au6atretr. 2.7k Conu•e 15k talo. 1! labor CMU F61ad C6111 PT wood ANbI X\MULLION CAP.,,,,,,,,.. _ 611r Eleo 1.88 Elm 51W El'. 1M•SS Eto W081ee1 6128101 6129154 AWWIVpr 3/tr EkoUitlOan tN•Eleo U•eom Utracan 11r E14.MUM v1•Elw tbOscSn AW.G&W UtInwan AW.(yta earn(05)eam7(05) 8tt (G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip P•klm6 CAPACITY REQUIRED•CORRESPOND W G TO AN Eaq O•tenu(ht 1 2-Irt 1 2•t7r 3-1/8• 1 2-trr t• 2-ttz r 3 t/r 7 0.46• 0.51• °'M ACTUAL PRESSURE REQUIREMENT FOR THE EntetdmeM ): 1a14' 1-14• 1J/4• 1311' r 1-11r W/4' 1-1M• 1-146' 1-114' 1.1M" 7 1.7/6" taro' rtl0 OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anolan Q 1.75•Min.G.C./Slrldrd a C0N alp ffq.t7 ]G° 090IDs tG14•s 270 p leo as 754•s 7 5• 314•s S841a 0160' 711•s 462IDs 6S0 b CAPACITY(FROM THE TABLE)OF THE SELECTED 1AA h= 1.ISMh.o.C.lslrtdrd(a05W)Cln(FW27 4°004 WA WA wA 7e0b WA wA WA WA wA eel M• 51 it20ex MULLION.IT WILL YIELDAMINIMUMANCHOR /AIwl15n Q]•Ma.C.C./(!)a5 AnpM Alpe!ffq 9k 7B0 1300IM 1896•s 610 a 560%6 WA 7601 746Id 4601[• 169210 G02 bb 1110 b CAPACITY WHICH MAY BE USED TO QUALIFY 2 Arot•n00.45•Min.O.C.lugW 5do.12Y AUr.(FlO.lt WA AMA WA WA WA WA WA wA WA WA WA WA 716b ADDITIONAL ANCHOR OPTIONS FROM THE 1 AnoDr/F121p ffq.5t 193•s N51b3 e22 b 135 b 110 as 177 ft. 370 6w 1611b 332161 477 as 170 b 221 x• Sop 10 ANCHOR CAPACITY TABLE. 2 Ancho•Q1.t5•MM.O.0/F ffq.6C 2/0 bs WA WA wA 100 er WA WA WA t0A WA NI 461 442 1b. 5eDb PRODUCT RBVISBD 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. a1,w,Iyi g wjib bo Fkd& Building Cod0 fj(j�CZ•1�/,0.7 Aocepu5a 460 Qp1� FIGURE 1: FIGURE 2: TABLE NOTES: --1 1.000" Eepu itloe D6ld • • 11)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. "� By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I I ion 2)LINEAR INTERPOLATION BET1%ElEit MLfLeItN(tfH JAND/a.OPI!NIf.WID1NS IS ALLOWABLE. I �� p (( i� ��,.• 1�tNSE '•.FP FIGURE 3: 3)MULLION AND MULLION CLIPS SIOWN ARG NC97 484!-E:704 CT00 ENSIGNS,SEE SHEETS 21-23. 2.750' ,• �' _ HOLES TO BE DRILLED IN THE FIELDIFOLLOVdINGaDIMENS NL IT ICTIdNJ SHOWN ON SHEETS 21-23. T�;:• IJo.58705 •' '� FIGURES SHOW SLIGGESTED,AFMOXIN641L•HOLI?LQCATIONS. • • •• - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ANGLE CLIP MUST BE USED IN PAIRS. ' �O ! CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED STA t� 4j FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE W1TH64N YG)QF 0.55,Al -6HISHALB(1- M A MINIMUM E TO � THICK.STEEL STUDS TO BE A MINIMUM GRADE 40 AND.645"THICK(7B G UCTEW T STEEL B BE AT t•X 2.75•X.850"MULLION -i�(C F(OR\DP••�('j LEAST TE THICK AND 135.AWL-HORS Ift INTC.-dETAL 1HAbL-EXTF %-8 SISL LEAST 3 SCREW THREADS BEYOND ��•,�`S/ONA�-�\�`` II II �I II I THE MATERIAL#10 8#12 ANCHORS IlQfsl VJ�OIAI B�STE�L,t8 B 3.s.o R 41::5. l I 1 111 t't 1 000 • • • • • A.LYNN MILLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• a:. • TABLE 5A kkk OR F Mullion Capacity Table OW it 5� Opsning Wldth(for\•rd W-sPwvtrB done)or 0posting Height(tor hDlkortely-g-rlp • so In min 70In mN 001. 100 in 1 140 In fmN R6o19npix T69rTdxp. p a. x T1opr711xq. Raatm9dx Traw ". R6ctxp4x MWTdxt9 R6cIxIPir Tr6WlYlxp. Ibdxpix TnWMup. Rx4nrym Trr1y01an0. R441up11r TyYTdMO. Lo6dn0 R4dxglx 7roPrTdlnp. RwWgl! Lasting LodinO Loaft LOOa<'i9 Lft Loaav OY v 1"x3.126"x ID6del9 Lo0*4 I.a1dn0 LWdrq Io1dF1p I•a6•rq 4.IednY La96119 l.oea$ro 101619 LoWnO 04 Tub Mull ' g = dgag Sugg.50 Mum � � a � � � � W im HIM , {244 170.0 020 170.0 135 170.0 744 170.0 470 17410 aee 170.0 606 170.0 09x 170.0 LU 519 170.0 1110 170.0 521 170.0 1249 170.0 521 170.0 7448 70.0 621 1-0 1735 170.0 621 154.0 1002 170.0 521 0 = 170.0 706 170.0 524 170.0 Oso 170.0 504 17410 902 170.0 030 170-0 1133 170.0 051 170.0 1276 170.0 077 170.0 1417 1ra0 600 177 1ra0 eeo 135.1 1A7 170.0 eeo 111.2 1617 1ra0 000 ' to O m.32S In 110.0 747 170.0 fib] 170.0 O90 170.0 631 170.0 1016 170,0 631 170.0 1195 170.0 727 170.0 1445 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 766 121.6 1496 170.0 766 100.0 1405 170.0 750 W p F 5444 170.0 797 170.0 612 170.0 956 170.0 m1 170.0 1110 170.0 761 170.0 1275 170.0 am tm.1 1401 I70.0 637 1403 1401 170.0 850 124.4 1401 170.0 mt 106.0 1101 170.0 ml 03.{ 1401 170.0 061 to j 60 In 170.0 eSS 170.0 701 170.0 1003 170.0 791 160.5 1700 170.0 d7 167.0 020 123.3 11511 150.6 917 111. 1156 140.7 910 02.5 1156 144.5 003 79.3 1160 144.6 OM m.4 1130 144.6 9W ? N 7 y 6344 170.0 O70 770.0 745 159.3 1019 170.0 Sm 137.0 1W9 155.5 119.0 1019 741.7 016 100.5 1049 132.0 430 95.9 1049 125.5 028 79A 1019 110.] 020 00.5 1019 110.0 019 59A 1010 116.9 Oto Z W 1 , y 06 In 106A ON 170.0 NO 09.0 956 151.3 304 119.1 906 1317 708 104.2 955 121.4 776 02.6 055 112.6 706 43.4 066 106.4 737 09.6 OSS 49.0 749 50.0 955 90.7 7M 621 966 90.7 7M d 3 7244 120.6 007 194.0 m7 107.0 OW 1/4.O eel 91.0 6W 101.1 070 m.J O03 912 069r7l 101 03A OIO M.2 e00 73.0 612 63.6 Om 72.2 442 46.9 eo] mA 028 40.1 003 m.7 027 ZTON 709.2 727 114.1 02O 91.0 721 97.0 e70 70.0 721 M.1 0115 60,3 721 76.5 SOS 721 70.1 Sm SI.O 711 05A 570 ISS 721 69A 010 30.0 721 66.3 SM 34.1 721 44.1 60] _ a 70117 101.0 601 105.1 090 04.2 BO/ 39A 687 72.2 644 76.4 576 63.1 504 70.4 R154289 MA 593 50.S 004 59.0 SSI 42.1 8O1 54.1 541 36.1 001 61.3 630 31.6 044 m.6 534 �r � Q N O 9044 OSA 614 07.9 460 64.0 614 67.] 446 17.0 611 m.0 440 41.1 614 44.6 40.6 427 32.0 611 37.3 121 27.4 614 33.0 {12 23.6 614 mA 406 20.0 674 20.0 103 a Z ..O 96 h 543 432 55.7 404 45.2 452 47.0 390 33.7 {62 40.0 390 ]7.9 152 38.4 2 J2A 371W27.1162 30.3 773 22e *45221.L...O. 335 10.4 452 24.2 359 10.9 452 22.0 366 �10444 301 957 93A 322 31.7 367 327 317 27.2 357 21A 712 23.4 367 26.2 7 22.7 303357 20.8 299 119 793 f3A 357 10.2 207 11.9 351 15.0 217W `� Y1111- 36.1 97e 313 300 20.2 336 ]0.1 301 25.0 336 20.1 296 21.0 370 23.1 0 20.4 258376 19.0 234 14.6 270 12.3 336 /1.e 27J 11.0 S70 1JA 269 f 7 fn (n 120117 27.7 244 2A.2 203 23.1 2m 27.7 269 19A 249 10.6 256 1T.] 249 161 b] 219 17.0 230 44.0 246 17A 7m 12.3 240 0.9 269 11.4 230 9-7 239 IOA 232 UQ K Q O O Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m Oa,X8 TQM•69 ANCHOR CAP.,,",,,,., SU10 6 2.7¢Corcrtle 368 Cane. 11011-cultF•cd CMU P7 WooO M•• (OP)X( >=ANCHOR CAP.,,, � � tl4.OS Ego 6/1B FJco 1Ir SS Elco 9108161 61291601 912 at ad FORMULA TO OBTAIN 7YP6 ON UlueicNon AyP6f40Ior 111mon AgPOGd acnlr(G6)earc•(05) scrw(G5) USE THIS FORMULA TO OBTAIN THE'AN AOehorCllp Petbml � 9118 Elco uOrcon Yr EkoU•Kon yte•EKO UInxm 711•EIC6Ulnx011 FAR attx0a Qn) r 2•vz r z-vz &11r 1• xvr +• x-ur z 3tIS r 0.49• o.x o3xr CAPACITY REQUIRED'CORRESPONDING TO AN lar lar lar far r 1-vr 1-vr 1.7M 1•w• 1•v4• av4• r talo' lair woes ACTUAL PRESSUREREQUIRFJIIFJV7FORTHE 2ArclmA4.7awna 9oDn 99017 Icon 19017 +64406 Iron 2m 106 361x7 7401411 94 es n 41917 34117 442a 137017 OPENING,WHEN IT I3 LOWER THAN THE MULLION 490 n 7m n NIA wA NIA WA 3m n NIA WA WA WA WA 66217 985 n 1120 n CAPACITY(FROM THE TABLE)OF THE SELECTED L-MAIMMIA1113.3mmu M6,4Arc1161s 499•MN.O.ti./a12i3 Aryk C9q/(1793) 7mn 7mn emn 15mn Imm 64017 5W I- NIA 7m lti 74517 em 106 139217 60217 O16b 1120 Its MULLION.IT WILL YIELDAMWWIUM ANCHOR 9Arctn•00.4YMN.O.C.IU4Ap.Nx.l2lrAlux.(F191j WA WA NIA 4441 NM WA NIA WA N/A WA WA WA WA 107317 CAPACITY WHICH MAY BE USED TO QUALIFY +Archon/Fit (RQ 67 195 as 105 n 229 n 445 n en n 135.6 110 n 117 n 370101 Tor M sax n 4730. 77017 221101 won ADDITIONAL ANCHOR OPTIONS FROM THE 2AMFP- 1.7s'Mrt O.0/F - 2101 Jmn NIA WA NIA NIA 10017 NM WA NIA WA WA 31117 11217 6mn ANCHOR CAPACITY TABLE. PKODUCT RBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. at a plying with do Fkdb F1.000"-I Building Cods AcCWSQca NO FIGO FIGURE2: TABLE NOTES: E rat mDew �v4•I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By 1 OakSEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. P4odIW 1\\1111111// 2)LINEAR INTERPOLATION BEaE%N A&CLEJGTBS V819R f E1 jNG.*"HS IS ALLOWABLE. 3.125' `\Ory••"' "••�<<F�� FIGURE 3: • • •• • • • • •��' \GEN Sg '• 'P 3)MULLION AND MULLION CLIPS16HOWNI"E NOT 90%CAIS.Fp%q:cAC'fpIMENSONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELb FOLLOWING DIMEIISIONAIN2E41TRICTIONS SHOWN ON SHEETS 21-23. - yz 50705 FIGURES SHOW SUGGESTEO,IAQPROlAME HOLfLOCAINONSP • •• _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.FOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED ,'� ►,(/ b w' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WIT3t AR"OF 0.55.ALWAINL M SHALL BE60i3-Ti4ND BE A MINIMUM OF.125• � ' VX 3.126•X.5'MULLION %0 p r��I THICK.STEEL STUDS TO BE A.%INI6ft GRAD@ 33 ANCa.04T THICK(16 GAUGGO.STRUCTURAL STEEL TO BE AT (V VF MULLION) /•`� •.,rL oR%0 •' •• • III III II1II1 �-•JII �///I•S� "" �v LEAST THICK AND LLAN f ��TA SHALL EXTEND AT 3 SCREW THREADS BEYOND ONO'THE MATERIAL.#10S#12diNCHOR$6jTO70 Y�ESIEE�18-8� .OR#I0S.S. ••• � ` • • • • • A.LYWOWLLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE BA w Murton Capacky Table(IbsW) Q ce Y Openlnp Wldth(tor IewCeW-sPeminp muYom)oropsnlnO HNpht(for horla9ntaMyDpDrr'1n0 mUlons) I0a In 120 In 140 in ISO N IQ re 60N 80N 701n p1n 90N Rwbn9Nrt RaW11imy. 10 ReehRl9aW 7Raprmeq. R CWWAW 'Dwrdeng- Rsdm•Lr 7R•P/1NsR10• R.at•g14sR TnWnt•w MONnpI• 71w N•IR. Reelanplr 17epTlsn6 rot• ite tiRroM Lead"°'W70'"4 testing waro �Y c� 1 x 4 x.126 W-4110111 lusting LWAIn9 Loetin9 Loadng Ustino LM 4.g Ls.tinp testing L..'m Lasting LestiRN le MUISon � � �' 6gg �' 3g} g 0� 1d � ^ y +• R� FIH � 6�I I I I I fis, F10 b m 1, if, m I I 9 12M 170.0 820 170.0 136 1M.0 7M 170.0 1711 I7D.0 Dee 170.0 600 1LU 70.0 102 170.0 519 170.0 1115 170.0 621 170.0 1210 170.0 621 170.0 14118 170.0 521 146.6 14" 170.0 621 127.{ 11N 170.0 621 J = 16N 170.0 7011 170.0 621 170.0 1160 f 6M +70.0 212 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 Deo 130.3 1303 170.0 860 111.7 1303 170.0 1180 17.7 1JW 170.0 080 60A261n 170.0 747 170.0 503 170.0 898 8]t 170.0 1016 170.0 661 110.0 1193 170.0 723 160.1 1216 170.0 747 140.6 1236 170.0 766 117.1 1236 170.0 766 t00A 1236 170.0 706 elA 1276 170.0 736 W 0 64 h 170.0 797 170.0 012 170.0 156 891 170.0 1116 170.0 761 761.4 t15S 170.0 603 137.2 116{ 170.0 837 123.5 f ids 170.0 6611 102.0 1166 170.0 Mt 86.2 1161 170.0 601 772 1166 170.0 761 m 601n 170.0 813 1700 704 106.7 1042 707 142.9 1042 161.1 832 125.1 1042 148.7 $IS 111.2 1012 176.0 601 100.0 1012 130.2 791 034 1012 123.1 762 71.3 1012 126.+ 762 67.0 1012 123.1 762 89N 170.0 970 170.0 71S 1513 912 1110 129.0 992 141.0 799 113.4 902 131.0 782 100.7 192 121A 706 60.7 992 111.7 77{ 711.0 182 100.4 71S M.6 992 1011.0 7M 30.7 902 108.0 7M 66N 160.0 117 170.0 710 137.6 147 776 tle.1 917 170.) 766 103.4 947 117.7 732 91.6 047 100.7 736 82.7 M7 102.2 727 1111.9 t47 95.1 713 09.1 947 94A 711 SIIJ 847 M.0 71t Z • f.C 72N 170.0 7u 112.7 TJT 1733 619 121.6 722 97.0 149 100.9 701 K.9 N9 90.4 696 766 eu 81.7 6116 67.0 M9 02.7 070 116.0 619 76.3 669 41.0 649 72.6 662 42A 149 MA 661 Z S 70N 170.6 782 120.7 603 00.3 762 102.0 662 02.6 762 00.0 640 72.2 782 80.9 629 64.2 762 743 120 67.11 762 {0.2 H3 17.1 762 112.0 602 11.7 772 69.9 697 30.1 702 69.1 695 Q 7DN 106.9 7?A 111.0 1134 M.0 m w.b 621 70.3 72A 112.0 609 88.11 721 74A 699 118.0 724 11{.1 501 63A 724 03.4 661 14.6 724 57.3 673 Sea 77A 61.3 667 33.4 721 63.6 665 t- 901n 69.6 617 11.11 467 00.0 SN 60.7 171 It.7 643 02.0 106 43.6 6p 47.1 /W TAD 317 42.8 162 31.6 613 30.6 116 26.0 6q SIA 131 21.6 615 32.1 430 21.7 313 30.7 126 `� Z ,O 1 .. 90N ST.o 4711 76.9 403 17.0 476 49.7 419 10.9 176 p.2 412 35.6 4M 38.6 400 31.8 176 34.6 400 26.7 47S 320 397 23.9 478 29.1 361 20A 170 25.6 380 17.9 470 243 376 N h0 106 In 10.3 377 H.1 Kf 13T? SIA 736 211.0 377 30.0 370 262 STY 26.6 726 22.4 37T 240 321 10.1 377 220 111 111.11 377 10.0 310 143WWXfI1 N 37.1 357 37.5 323 31.11 316 266 757 27A 313 23.2 767 24-4 30920.6 3S7 22,0 306 10.3 367 20.1 301 164 367 17A 291 (ny120N 29.J Toe 26.11 279 25.1 271 21.0 3011 21.7 270 17.3 708 16.2 2117 2113 367 17A 207 V X Q O 0 a � .. R IN In 17.0 212 172 198 o 02 ANCHOR CAPACITY ADJUSTMENT FORMULA. I0' TABLE BB ANCHOR CAP.,,„,,,,.. Ant horCa 61 TOM I / ,:ANCHOR CAP.,„ SubetmW 2.Tk CW WO 3.5k Cone. Hallow CMU Fled CMU PT W0011 M-W (DP°)X\MULLION Y18 FJao tq'88 Ebo 6/18 file. 114 88 Eko 910 SMI 02 Steel 012 8tM1 Amber Type: Y16'Eke INU.eOn 11/'Eko UOr.em two. Y18•Eko Ubsem tl1•Elan IAbscan A99n0.W Ult c AWbpyy Scow(CSI SOW 615) Sew(051 USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorC6p PaWm{ SPONDING TO AN Edp l3bbR•e(N7 +• 2aa• r 2-trC itAY 2• znrr 1• 2-IrC 2• 3.118 z• 0.49• 11 0.321• ACTUAL PRESACITY SURE REQUIREW RREMENT FOR THE En•.•RwIt 6n1: t•YI• 13IP 1-SN' 1.5N' ? 1.1R t-Y4' 1-t/4' t-1M' t-1/P 1.114• Y I�Ie' 1dIS' rRW 2 Al+clOn®1.76•Mb.O.C.19isM•d orO114M CAO(Fq.1821. 390 as 390 450 b1 e90I. 1044 be 210 lbs 2110 Um be 740 be 3741119 664 Ins 916 N4 341 b. 442 Ne 560 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 1 Anah00®2.28 1, O.C./8YMsrd(ar Oe1e0 Cip g.1 2) 700110 700 b 500111 11101611 952 be wA 5601. WA 03D be WA 1170111 WA tNl2 N. 8651. 1120 be CAPACITY(FROM THE TABLE)OF THE SELECTED B Ane10•q 1.15'MN.O.C./8lended(or Diol CIP ffq•4k �•n 14001. WA WA WA WA 780 be WA WA WA WA _WA +363 b 1710 p 2210 be MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anon B r Mln O.C./(2)h5 Angb qtp./W9.5k 780611 780114 BBO bs 1680164 1896 b 6101 760 I. wA 700 be 148161 86016' 11192 a 6S2 Y0 8861611 1120116 CAPACITY WHICH MAY BE USED TO QUALIFY e Anahgs O r Mlrt o.c/Rl 2.5 ARpb aw/ffq.63 too Ne t tto Ne 1020 V. 2340!be 2s116s eta b 1119 b. WA 1140 ba 1122 e» t3zo a0 Zo W 6a 1022 b u27 b 2660 e» ADDITIONAL ANCHOR OPTIONS FROM THE PRODUeI'REv1sH0 1 AroM0 OOA8 Wn.O.C.111-pO,hlo.125'AOm.(Fq.74 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14J0b ANCHOR CAPACITY TABLE. 2 M•bo•®2.28 N6.J. FCOp(Fq,0L 75011 3501. 29060 70S b 1781. WA 2901. WA 31311 WA 440 Ns WA 311 R0 4121. 78011 0,plyfill with the Fl00ifY IAno.O 1.15'MN.O.0/F171pIFq.9r IBD 611 7001. WA WA WA WA J801. WA WA WA N/A WA 80290 8631. 11101. -.-) 1.000' Acaeplanwplpl(rC2)S•O� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Hx im17R+n 0910 RD!•I TABLE NOTES: By �,0� FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR tf'($�U&TjjOO S�Uwg,INGT,�THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • ff • • SHEETS 2-4 FOR GE�ET2AL IKfAa `^Y"EY"'QS.• • ••• \�t�0\> ,.......,1((��/ GENSF P 2)LINEAR INTERPOLATION BEWMEWMUbL L•6NGjHS Q•{ORUQENING WIDTHS IS ALLOWABLE. Q�-;'• • • • • • • • • • • '•,it S. • • • • • • • • • _ DIMENSIONS, 4.000• _ No.50'I05 3)MULLION AND CT O BE DRILLEDIN THE�FIELD�FOLLOWING DIMENSIONAL RESTR RESTRICTIONS SHOWN ON SHEETS 2111-23.FIGURES SHOW ~• FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. -n-'•,�" 6 . • • • • 4)SUBSTRATES:CONCRETt36HALL CONSORMi0 AC130Wr#C7F"T�ONS.HOLLOW AND GROUT-FILLED ' 0TALE 1 � .125' LURIn. �\ CONCRETE BLOCK 2N IT(OMU)SHAL!CONFOIRM9O ASTM 1.90.WQOD SHALL BE PRESSURE-TREATED YELLOW %�C•'•• P•'•�(� • • • • SOUTHERN PINE)+�111TH AN G OF 0. ALUMIA M IISHALL 898083-T6414ND BEA MINIMUM OF.125'THICK STEELS,p•'.....-•' STUDS TO BEMAAINIMUM j1 333jND•04 Tt,�tya..�•tI8GAUGE).S?RUCTURALSTEELTOBEATLEAST.125'THICK I//I�itN/�\;1t+� ANGLE CLIP(FIGURES ti&6)MUST BE USED IN PAIRS. AND A36.ALL AYGIWRS 11470 METAL Sj1XLL (jEND AT LE3 SC:&W THREADS BEYOND THE MATERIAL.#10& 1'X V X.126' A,LYNN�e�I�.LER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S..S. MULLION FL P.E.#58705 ••• • • • ••• • • TABLE M Mullion C&Dacftv Table Ib•lll3 Openlnp V6WaI(br wric6ly�apeMnp mUl2ons)or Op•ring H•qM(tor hoOmrOay ePaMrp myons) 184 N teo N tJ 58111 60in 70111 6084 901n 100h 12084 4 1 x4x.376 btu Tt"'T"q. R.a.t g TrL..Map. ReaOdrd 711, Oil) Reoading• TtL."'lly Rsot-ft Tr.WMsre. R4oading r Tworms 18 R anguim 7r.Wn.no• Rect•19ua TI1lpinbl* F19dansulu 711101x1841- 1..ere lasana ta.are twerq Le.en9 l..e.o tn.dq LaOre twere Lwarq LNenP laanp Lo1e9 14.620 Lwe99 1<.aro 'Y LOAft Alum.Tube C"I Mullion E 5:LM via 0 W 4284 170.0 620 1r0.o 476 v0.o TN 170.0 0.e 170.9 Bee ILI 110.0 hoe 170.0 M 170,0 619 17x0 lie 170.0 521 170.0 1284 110.0 321 170.0 1466 170,0 alt 170.0 11!3 120.0 621 110.0 1581 110.0 621 J = Nh 170.0 758 170.0 624 170.0 No 170.0 564 170.0 912 170.0 670 17o.0 1131 170.0 act 1ra0 1276 170.0 677 170.0 1417 170.0 SM 170.0 1100 170.0 W 170.0 1587 120.0 0.W 1116 2/784 170.0 858 Of L N no 50.626 1n 170.0 747 170.0 hes 170.0 098 170.0 581 170.0 tae 170.0 eN 170.0 1196 170.0 72] 170.0 +711 170.0 747 170.0 1404 170.0 766 170.0 1703 170.0 lee 138.0 1979 170.0 766 176.6 1999 170.0 761 tL O 0.N 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 17o.D 70. 170.0 1276 170.0 603 170.0 1431 170.0 637 110.0 taw 1ra0 658 169.0 1700 170.0 661 1]7.1 1199 170.0 581 120.0 1758 170.0 061 j 00 a01n 170.0 663 170.0 701 170.0 1081 170.0 797 170.0 1240 170.0 678 170.0 1411 IMO 944 170.0 1504 170.0 Me 153.6 1819 170.0 103] 120.6 1849 nao 1583 111.0 1610 170.0 106] 97.2 1119 170.0 1058 I- J 5884 170.0 930 170.0 784 170.0 1116 170.0 650 170.0 7702 170.0 ON 170.0 1858 170.0 1015 158.7 1662 170.0 1076 141.0 1542 170.0 1122 117.6 1642 100.6 1158 10D.7 lag 107.0 1167 58.1 fat 107.9 1167 j N g�11 Mh Jr. WI 170.0 758 170.0 1169 170.0 90. 170.0 1354 170.0 1002 leas 1472 170.0 INS 142.0 1472 158.6 1148r-44.6 1472 1M6 1130 107.1 1/72 147.6 1101 046 1.172 184.0 Eta M.J 1H2 184.0 Ila Z LU g 72111 170.0 106] 170.0 e7e 170.0 1273 170.0 1009 150.6 1320 160.2 1101 1]2.0 1720 IN.9 1002 117.3 1720 137.0 1066 1320 1266 1049 58.0 1320 117.0 1024 711.4 1720 112.6 1017 58.0 I!m 112.0 tat 0 Z 76(n 170.0 117] 170.0 137 INS 1184 1'50.4 1013 128.2 1184 139.0 MI 1122 111 128-7 046 04.7 1184 116.7 954 1184 IOTA 952 7/50 116 97.i 040 64.1 1184 93.1 927 68.1 1104 923 925 7 79111 168.1 1121 170.0 107 110.0 1124 147.0 806 IIIA 1124 128.8 047 703.6 1121 115.6 931 921 1124 105.3 018 $ 1124 98.5 we M.2 1121 58.0 658 69.3 1124 N.] 581 DIA 1174 R7.2 676 F = Q o OD N 106.1 658 111.6 760 00.1 eN 04.3 736 77.2 658 62.1 724 67.6 644 7J.] 712 80.1 844 US 702 644 61.4 583 84.0 684 84.2 676 30.6 684 50.0 586 ]0.6 844 {7.7 582 Q � Z f• U3.. 98 In 58.1 742 01.6 e61 11.2 742 77.2 852 el.e 742 97.2 841 36.7 742 Me 631 40.6 742 0..1 622 784 10.8 614 37.1 712 84.0 600 716 712 79.8 690 27.6 TN 37.6 594 4M talo 62.8 686 676 630 62.1 606 536 521 44.7 658 84.8 517 39.1 658 41.4 558 316 558 37.3 458 11.3 585 34.2 102 20.1 658 296 Ni 22.3 558 26.0 472 19.6 686 24.7 458 � X d Y Y 111 N 37.6 0.3 M. em 84.0 535 49.5 495 {1.2 656 426 847 36.0 583 70.0 458 18.0 563 582 171 26.1 336 71.3 847 24.0 365 27.1 847 20.6 583 2/0. 841 10.0 (135 22{ 442 () X Q O O tmin 45.6 473 84.4 177 16.0 476 39.0 /te !28 475 77.7 420 26.6 475 29.0 414 20.3 476 26.0 458 220 475 24.5 404 19.0 176 21.1 793 10.3 /75 18.7 317 t1.J {75 17.2 301 a 14{h 21.4 330 26.7 305 22.0 330 22A 301 160 ]]0 10.3 207 10.6 370 ITT 203 � TABLE n ANCHOR CAPACITY ADJUSTMENT FORMULA: - m� Meho►C• i0 Table r ANCHOR CAP.,,v, ANCHOR CAP.,,,, 91111181 2.7k CanarMs 3.5k Oma. Fl.la1 CMU F•M CMU PTWOW kb111 (�)X%MULLION CAP.,,,,,,,,.. _ 3116'Elco 171'SB Elco•5116•Ek. 1N'SS Ebo 040 81.84 Nit Stsel 012 SN• AnalwTypl 3110'Eye.Uhe.m tN•Eko uboen ukwm 31110'Elco UVacan 114•Elcn uenam Upreaan �rspsty g.16w(05)wmv Kis) So,Jos) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Pa81m• CAPACITY REQUIRED'CORRESPONDING TO AN E6q glaw.(hk 1' 2•t7C t• ata• sur f• 2.170' r 2.172• r sv0' z 0.41• 0.0 0.321• ACTUAL PRESSURE REQUIREMENT FOR THE E11bsdnau(h: 1114' 0.w• Tarr t-yr r t•v4• 1184• 1-v4• 1.181• 1.04• +-t0.• r lair +^V9' Ma OPENING.WHEN IT IS LOWER THAN THE MULLION 2 A1kM11 A4.75"Mb.O-C./Sl.nderda Ofbu Cllp(Fb.t 2k 390011 b 450b 890b iWIts 270b 2e01b. 70.b 710b 371b .SOGlu lbs web 1b 412b 120b IS -T303 Mh O.G I811x11C for OBasq Cep lF9.1k 700b 700b 560b tIt01W 952 Its NIA 560 ON WA O301b. WA HIA WA 582b us Its ttmb CAPACITY FROM THE TABLE)OF THE SELECTED eAnah.�sOt.t-Mho.a/a1-(010")CSPIFIo,4k 060b 14�O1W wA WA NA wA 76oros NIA WA WA wA wA 1161104 n7ab 22Nb CAPAMULLI0N.RWILHMAY BE MINIMUM ANCHOR /Anew.O7'Min.O.0.lR12.5AnpbCJPs/(F1p.61: 760b leob No M. t558IG fewb - 658b wA 758°' 746 Joe 160b 189211 D62b us lb. 1120b CAPACITY WHICH MAY BE USED TO QUALIFY e Anolprs®1.58111 O.C.la)2�SAnye Clp.l Pb.Ok 117ob 1+7oia tomb 234ob 2841b Blob 84ob WA 1140 lbs 112211. +32015. 2e361a 1oMb RE ApDITK)NAL ANCHOR OPTIONS FROM THE 4 AncAas Q 0.15'Min.U.C.I UL11p,NO'=.(IV.7): WA WA WA WA WA WA NIA WA WA WA WA WA WA ANCHOR CAPACITY TABLE. PRODUCT REVISED 2 Anoh-C f 2.75•MN.O.C/F4]p(FlP.6k 350 b 150 b 290 b 703 b 47c Its NIA 260 b WA 315 b WA 484 b WA Nil- b- at torttNYiOi with We Florida 4 Awhon 1.15'Mh.O.CI Fl]Ip(FI7.9k 480 b Too b WA WA WA WA 360 b WA WA WA WA WA 662 b Belldin8 Code -� 1.052' �- "1 1.000" AooegMce Ivo 16-a 218.03 NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. E Pint' Due lb-21 By TABLE NOTES: Mian•Dade Product 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION {1 1 I 1 111 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET • • • ON LOADING.SEE SHEE;g2-4 j:9%GENER6iL INS=AL AIK)N METH06 ODS- � ,(LYNN .• FT2)LINEARINTERPOLAfIONBETWANMULI••LEMGTjS44DIMRd'ENINGWIDTHSISALLOWABLE.3)MULLION AND MULtt��O.�NCLIPS SAOUIN ARE NOTWO$CAU-FOR WACT DIMENSIONS,SEE 4 00("• • • • • • • • • • SHEETS 21-23.HOLES BE l� E613 INafFIE FIELD FOLLOMINOOIMENSIONAL RESTRICTIONS 4'000' _ NU.50705 - SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ..:_ FIGURE 5: FIGURE 6: FIGURE 7: I� I U Z' FIGURE CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ="�� TL 0T • • • • GROUT-FILLED CONCRETE BLOCK UNIT"U)SMALL CONWRY TgA$9/1490.WOOD SHALL BE %"A• 6•' �� • • • • • PRESSURE-TREATED ELLtrIV SOU RN PINE W6TH AN SG•F 0.55.ALUMINUM SHALL BE - '..,,rLOR\Oh•''�C'9 8083-T5 AND BEA BVMUM•OF.1��66 l S •3TllJDS TO BE A MINIMUM GRADE 33 AND.045' .375" .375' %��5'S+�CI....• �``\: THICK(18 GAUGE.STRUCT+IRAL S. Tt BF AT�EAST.12,1IHl D A36.ALL ANCHORS 11 1�� INTO METAL SHAIII.EMTENDtJtT LEAST 3�CREW JFFFFTTTTREADS B ND LVMATERIAL.#10 8 812 t'X 4'X.375' 1'X 4'X.375' A.LYNIV�MILLE'A,P.E. ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. 'T'.MULLION MULLION FL KEA 58705 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • TABLE 8A � Mumon Caaackv Table Op97Nng W Wth(for var5ca"PaMnp ro ions)or Opening He ht(Mr tW06 laH+Pannin➢mulIDns) if SON ON 70in ION 90in im In min 1401n 10. Ra AM" TraplTdanp. Nwy.IWnr Tnartnaw. RadenwMr TrapRd4ro. ROO.Wr TMNdWW Raalae•A- Trap7Maro. Itaclarl•Oar 1FL daro. R4daepa. nap/Manp. Rectu9d. T•Y+alM Ra"we L--&V lid' 1.26"X LwdnO Loa6np Ladng Loedro Ladn9 raadn9 Loaft LoadnO LadnO Loadlro Loadro Loadro Laadnp laaan9 LOai19 Uoadnap aLoadNp $Y CNI .264-Alum Tuba Mull Ili ON F-1 111.1111 fill) 11111 . 1 No N m � 421n 170.0 620 170.0 433 170.0 7!1 170.0 476 170.0 866 170.0 506 170.0 992 170.0 510 170.0 1116 170.0 821 170.0 12.00 170.0 321 170.0 1166 170.0 621 170.0 1735 170.0 621 761.0 1769 170.0 321 J W I/ln 170.0 706 170.0 S1A 170.0 660 170.0 SM 170.0 992 170.0 630 170.0 113] 170.0 661 170.0 1275 170.0 617 170.0 1117 170.0 660 164.6 7700 170.0 660 132.7 16N 170.0 610 116.1 1616 170.0 aw 0 In _ lY 00ANIn 170.0 741 170.0 553 170.0 698 170.0 031 170.0 1016 170.0 864 170.0 1106 170.0 721 170.0 1316 170.0 747 167.0 1!86 170.0 756 1392 1l86 170.0 756 110.3 140 170.0 766 170.0 1166 170.0 TO W M 1� Min 170.0 797 170.0 812 170.0 90 170.0 01 170.0 7110 170.0 761 170.0 1273 170.0 806 10.1 1376 170.0 07 146.9 1176 170.0 656 122.3 137a 170.0 01 10La 1376 170.0 01 fl.l 1376 170.0 01 m win 170.0 60 170.0 701 170.0 1063 170.0 797 158.a 110 170.0 870 130.0 110 167.4 030 123.6 1163 156.8 919 111.2 1156 10.0 912 927 110 114.1 905 79A 110 170.0 905 0.5 110 744.0 905 F=- W O J 01n 170.0 NO 170.0 7!5 10.1 1081 170.0 80 1372 1051 155.9 802 120.1 1051 142-0 706 10.7 1051 1]2.3 637 0.1 1051 125.7 730 x0.1 101 110.3 622 0.6 101 119.1 021 0.0 1061 119.1 621 ' N 01n 1a7.1 07 170.0 70 139.3 937 131.0 108 119.1 957 134.0700 170.4 967 121.6 777 92.8 967 112.0 707 a3.6 967 106.6 70 0.6 057 100.0 70 0.7 157 0.0 716 62.2 061 0A 711 Z 721n 12.07 670 133.2 606 107.3 OM 115.2 U4 01.0 101 101.3 671 00.4 804 91.4 80 71.5 870 NA 050 MA 04 70.! 613 63.6 eat 72.3 633 l6.0 W4 0.0 620 402 W 69.6 626 � ��' Z '3 76 N 10.1 722 114.4 630 01.2 722 07.2 616 762 722 16.3 006 0A 722 70.7 50 0A 722 70.3 50 70.7 722 0.5 50 45.6 722 0.5 670 39.1 722 0.7 60 34.2 722 0.2 564 -I in ! � i78 in 101.2 663 106.0 a0 70.4 605 0.6 60 72.3 666 70.5 577 0.3 60 70A 608 50.2 05 70.5 60 0A s0 0.1 633 422 60 70.3 703 38.2 8e6 S1A 637 31.8 616 0.7 60 F N Q C 070 0A 61b 0.0 457 70.9 516 57.3 449 47.1 515 0.1 441 412 616 44.7 434 36.6 616 !0.6 476 3].0 515 31.4 422 21.6 616 31.1 !ti 23.6 SU 30.5 4W 20A 616 20.1 470 00 Z DD.. p 01n 70.3 133 56.6 470 l5.3 Y33 47.1 397 36.6 453 41.0 301 11.0 433 30A 30 30.2 153 37.0 370 27.2 461 30.4 374 22A /0 2aA 30 10.1 461 21.3 160 17.0 461 22.9 356 N 00 O w- IOtN 36.1 30 30.0 323 31A 30 32.0 318 27.2 - 26.4 313 23.6 358 26.2 108 21.2 356 22.7 370 19.1 30 20.6 30 16A 356 1/.0 291 N Min 35.1 330 35.8 306 29.3 330 30.1 301 25.1 336 20.1 207 22.0 3]6 21.2 293 19.5 330 20.0 20 17.6 336 19.1 765 X 120. 27.1 20 20.3 270 272 20 23A 20 19.9 20 20A 20 17.4 210 162 263 15.4 200 16.4 709 V [V Q O O 144. 16.1 201 18.3 10 Q � a mo TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: .� D' •� MehorCa aol Table Ib• ANCHOR CAP.,,o.,,,,)aANCHORCAP.- 8 Su01Ud6 2.70 Comfda ]5a Cent. Halow CMU F71a0 CMU PT Wm0 Md• (OP))C 5/18•Elto iN'85 Eko dl8•Ek0 114-SS Elto 010 Sled 012SMd 012 815d M6horCllp Ptlbma Anchor Toff WOOF Elco Leman U4•Ekoua•coo UBotm 3'19'Elco Ullman VC Eltouwacnn AWOGtlor ul•con AmatGd. Schwa(05)screw(05) 6erw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR FAP 0Is18rs:a 0rq r 2.122 1• 2•Vr 3.14- r 2797 I. IVK r 34ff r o.w• 05C 0.324- ACTUALTPRESURE REQUIREMENT FOR FOR HEDING TO AN 8nbdaed tali 734- -1,-VA- 13r r 1.94- lair 1.7/1' INC 1414- 1.1/r z 739' 1.VC v.lu 2 AnC11514®1.78.Ort O.C./SMM.tl a4-n6d Ctp 6+9 tk 105 900 b 4E0108 80 b 1611 b 270 b 20 b 370 b 740 374 b 670 Itb 91G b 341103 442 b owes OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arc70rs O 1.16'MYt O.C./SIa1d.1d a C181e1) (Fla 27 4aa bR b N/A WA NIA NM 380 n NIA WA NM WA WA- b0 b 665 b 1120 b CAPACITY(FROM THE TABLE)OF THE SELECTED IArclsNs o9'Mh.O.C./Q)236Arob CIp310943Y 7w atabSeob15wb1606Mob awb NIA leo ld7Yb 06Db1602b fi02b sash 172ob MULLION.IT WILL YIELDAMINIMUM ANCHOR us•0.45•Mh.O.C.I UCYp.INo./2a•AMM q, 11 N/AA NIA WA NIA WA WA NIA WA WA WA WA NIA WA 1/30b CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arc1n/FiW 9ta 51 19s b5 Re las b 445 b a22IN 135b 1q b tows 370Ib 167b 632 We 479 b 170r 221 b 260 b ADDITIONAL ANCHOR OPTIONS FROM THE 2 Antlwn i16'MInO.C7 FCY ylg6) zwinb N/A WA NIA NIA 106b NIA NM NIA WA WA 311b 112b 560b ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET VIP, THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS HE STANDARD CLIP. Il camplyily wiN 9a Pk1id• Umpb l�Wo..6216.03 FIGURE 1: FIGURE 2: TABLE NOTES: 17.250'-^I EAx��T..WDM. 196 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MiamON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• 000 • • • ��a1• `\�� LYNN.4j, 2)LINEAR INTERPOLATION BETWEENIAUYLLWGSHS;Nr;0RQPE�IING WIDTHS IS ALLOWABLE. '•eF� �� • • •• • • • • • 3.188• FIGURE 3: 1' F 3)MULLION AND MULLI� CLIPS HONN ARET(OTTOaS•ILE.FOR EXACT DIMENSIONS,SEE � T ANGLE SHEETS 21-23.HOLE$JaBEDBI jtEttlpl VEf Eb,F&LO WING DIMENSIONAL RESTRICTIONS ' CUP MUST SHOWN ON SHEETS 21-23.FI R S S SU ESTED,APPR&IMATE HOLE LOCATIONS. 285" No.587G5 ._ BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND p• I/ n '- GROUT-FILLED CON�(REIIIE��_BLOCK UNIT[CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ;n '.0. D "r:•.lIl` FIGURE 4: FIGURE 5: FIGURE 8: • BE PRESSURE-TRE/�ED LROW SO "RN E WITH AWN OS 656.ALUMINUM SHALL BE L'U • 8083-TS AND BE A M��111IMU1�OF.125• ky�K:K. E STUDS'R)BEA IMNIMUM GRADE 33 AND 1.25•x 3.766•x.zes•MULLION �` '••:`L • .045'THICK(18 GAUGE).SY(UCT�IR $T�EI.O E L T.125' HICK AND A36.ALL (1.1//'VF MIALION) ��C N. •'��\`�\ • • • iANCHORS!0 d N 2 AINCH(1RS1NT HOOD MAY BE STEEYT 8S.S.Ew4110 9D BEYOND THE MATERIAL. II �� A.LYFIN NJIILI��i,P.E. FL P.E.R 58705 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A Mullion Copmaky Table(IbOW) FSS Opining Wldth(lor9erscalvapandrd muillol•)or opening He lit(for twrizomayepambq muton) 6pN Gal. 701. 80 In 90 In 1001. 120 In 14 In 1601. p Reennpdrr Trop7lNuq RlebegrAe7 TneP7TN^0. Iteel•01. Tnp7ilerm. Re11.e9a1.r TrePmlen9 IMIern0018r TroplT6rq RabnOvW rm;v w% RommgAr T•PITrWm. Ree18e0e1u TI*Tft,% it"18MAN Tue Td nil. 1$5x7.25 Loft LoednO I-&* I.Q.&O I.-" LaMm Laden LOe6im Legn9 Load99 Leede6 L."m Lwdng Laedne LoeOem L080im Laedrm Ladnp �Y V FFAlux-100 ��66jj mMutlhb ? O pp qg Oppgpp yMullion � � a 3 S A � @. A g 1 Y S Z i 3 Z z w p m w I! 1 11 o r`� 421. 170.0 no 170.0 136 170.0 744 110.0 1 ae +ro.o eN +ro.o sN 170.0 Nx vao 519 +ro.o +ne 17170 5x1 1613 Ins 170.0 621 $27.711116,170.0 alt +01.6 nu 170.0 sit 9s.e me 170.0 n+ wr 170.0 Toe 170.0 621 170.0 eso voo sN +87.6 ole 170.0 630 11x7 m 170.0 Nt 130.1 ms To.o 877 117.3 918 170.0 6Q 97.5 978 170.0 690 QA 879 170.0 Seo 713 176 1710 680 ] S 50.025 in 1710 717 170.0 NJ 110.0 605 110.0 Ql 150.7 m 170.0 ee4 1]1.9 927 lea, 705 111.2 811 159.1 699 105.1 907 IN.3 eN 0L9 ni IN1 05 76.4 927 156.7 405 Q.0 977 1LLJ NS O I1. 64 In 170.0 797 170.0 612 169.5 60 170.0 691 112.1 ee9 162.9 66] 115.9 059 141.8 609 100.0 059 134.0 Be0 92.7 eN t20A 851 77.3 eN 1ieA Q2 05.2 805 128.5 sax 67.0 905 1219 662 W 0 H BON 143.2 716 153.0 04 1184 746 132.3 620 +02.3 /b 117A 506 90.6 705 107.6 605 H.6 705 t01.0 052 71A 7b NA SIT N./ 746 913 NS 511 7M QD 667 11.6 746 813 5Q J Q in 181.1 677 132.0 579 1011 677 +13.2 SN NA 677 100.4 666 77.3 977 91.4 646 05.7 877 65.2 Q9 61.9 877 81.0 631 etA 677 77.0 S29 M.2 677 76.7 629 38.1 677 H.7 679 W J N1. 107.8 H7 114.1 670 05.7 617 97.6 St9 7sA 617 6179 309 87.3 811 76.3 600 NA 617 72.9 W-1 05.7 405 14.6 057 05.1 IQ A4 617 Q.7 Ie2 SSB H7 Q.T 461. �g 721. 62.9 316 81.1 150 05.1 616 74.2 140 58.2 516 Q1 432 51.8 1116 NA 426 05.1 615 W.R 6D.7 NI 14.6 618 IB.e /N 19.6 618 15.0 105 218 616 45.0 405 J 76 N 70.6 4Q 717 Ioe 05.7 /Q ei.e 305 60.3 Ie6 &.8 790 05.1 186 N./ 305 391 IQ 16.3 42.2 374 25-4 465 303 367 25.2 106 35-6 Jet 22.0 Ies 312 363 Z7805 Q.2 111 85-0387SIA MI 57.7 379 N.0 Nt N.e 7M 36.4 441 41.0 1 05.7 ]58 27.2 441 140 J/9 23.1 111 33.1 718 211 411O4 Q2 Qa 295 311 31.0 YN J0.] 332 727 2M 05.6 337 NA 2Q 27.8 Sk 211 1. 05.1 1.72 17,7 Qi 2+.] 056 16.2 372 19.8 3B2 113 332 10.7 2b NN 350 291 36.9 160 70.1 191 303 205 26.0 291 20.4 262 21.9 20T11'4 6 MB 194 281 213 1 10.1 2H 05.6 Al 17.1 738 12.6 291 15.8 x31. 1M Y 74A 270 26.1 206 1.0.6 770 71.1 206 17.6 1]0 18.3 101 13.1 1.3R 105 fn LO O III In 1.[.e 216 iJ.1 107 10.0 215 18.4 +N 16.2 218 10.6 701 14.1 4 / 105 N 120 In 17.9 187 164 f70 14.9 1B7 16.3 167 x V N a 0 0 -o TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: � � �D' •� An4d1orC6 ac Table IM ANCHORCAP.,A,,,,E SSS 8a : 27kCanerofe 3.68 Care. Ho62mCMU Filled CMU PTV10ud IAelal (DP_)X( )-ANCHORCAP._ 5I1B'EM* IIP 88 Eloe 5✓18•EI. 1/P 88 Eke M081881 812 SMI 612 SWel MULLION CAP.,,,,,,•„ 116•Elm Ubaeon 1/P Elm UI09ean � 3178•Eko Utt•em 11P Eleo UNnman � • �,�� A99"dme (GJO 8C19N(053 Swam(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Palterna ) 1• 2-212' 1• 21/2• 3.7R' 1' 2-171. 1' 2.1lC r sve• r 0.4e1 0.54• 0.331' CAPACITY REQUIRED"CORRESPONDING TO AN Ero1•dn•a 817 talc lar4• I V4' fat• r 1-v!' 1-114' 1-1/• 1.71• 1-11• +-vP 7 tars• tale• wYe ACTUAL PRESSURE REQUIREMENT FOR THE 2 AneMro A 1.11.MN.O.C./BINdNd ar 041881 a41Ft9./): 305 b ]90 b 150108 IM 1054 b 470 b leo b ]61 b 40 b 714 b ON b 905 b 341 b 442 b b OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amnae•+11.MN C C I SI•deM I.OieO alp(Fig.2) 480 b 700 b WA WA N/A WA Seo b WA WA WA WA WA 002 b 605 b 1120 m CAPACITY(FROM THE TABLE)OF THE SELECTED 1 Ano11I-W Mi M O.C. I st 46m I.nile ape l(F1p.s} 7801. leo b Nob f56o 168 1805 b s4o b SBD b NIA m no MOM Seo b len b 692 be 080 b 112 Im MULLION.R WILL YIELD A MINIMUM ANCHOR 41� 9 AroMro O OSP MIn.O.C./Ulip,Nb.100'ABN.{Ftp.') WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 6S0 b CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arohor/F13b 6V.5k low 195 b 22516' 445 be 92R dee 135 b 111 b t771M 3701a 1e11G 372 b 1731°' +lob 22+168 500 b ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchm 1.1a•Mh O.0/F12m(F10.61 2401. 3501. WA WA WA WA 1901. WA NIA WA WA WA 7111. 4421. 5eDb ANCHOR CAPACITY TABLE. PRODUCTREVISED ns complying with d•Florida Building Code*.pQ.18.0'i 1.250' AcOr:Maow No FIGURE 1: FIGURE 2: TABLE NOTES: E11pin1i n Delo OZ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY • • Produet ON LOADING.SEE SHEETS 2-4 FOR GENERAL tNSTALLATK)N METHODS. I I 1 2)LINEARINTERPOLI,TIONBETMIfEl,MUy-L�jHS)N*RpMlt4GWIDTHSISALLOWABLE. ��\\n�� FIGURE 3: • • •• • • • • • " 3)MULLION AND MULLION CLIPCdHOWN•+RBNOT►T06YALE.FQR EXACT DIMENSIONS,SEE 3.250' .� *�;.-''\)CFNSe'•Fn ANGLE ji ICag �•. • ANGLE BE ED T SHEETS 21-23.HOL SBE I EOIN}HEfIEL4 FALLOWING DIMENSIONAL RESTRICTIONS �T CLIP = 7•:' SHOWN ON SHEETS 23.F S SX? SUdGESTlD,�PAq!(IMATE HOLE LOCATIONS. //��Nu-:0870-v PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100. V- INGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL -"U -/' 1FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TR E[ dOW SOU9WRN PINE WITH AN"010351.ALUMINUM SHALL BE ; . s • . 13083-TS AND BEA IMUI�IDR0,.1004NH�ICK.STELL STUDS M BE A MINIMUM GRADE 33 AND '�'�i.'•.FLOIi1U?; 1 .045'THICK(18W E).S UC�1P41EOJE TL 125-NICK AND A36.ALL 1.25'X3.25X.IW �%�•�5�1• • ••- • `�'-` • ANCHORS INTONIETAL SFWIO.EXTEND L S-pyg,^,EW WYOND THE MATERIAL. MULLION `L'\1'•` #108#12 ANCHSWANTO WOOD MAY BE STEEIL 18-8 S.S.O 410 A.L�'Nhl�MILL2♦'2,P.E. FL P.E.#58705 • ••• • • • • ••• • • • • • • • • • • is • • •• •• • • • •• •• ••• • • • ••• • • TABLEIOA �^ MullionC lb• MgDmoon)OTOpK#Lih HIMbroiAise/ti nlnoWdD(DM9prig mlre OpyL'f�0.1 t6o 1. 1S 1001. A.in t/11. 681. 601. T0h 08h K1. Reclxqulx Trtpm1.al. el Rtelgl4tr hlgrtrfang. Ratlan9Jx Tnpli4anp. Rstln9dx T,. n9 Rwingule Tn9Rdsn9. Rtclan•4r Tnp/Trin9- R1tlrgWr TnpI7Nn9. Rt..VIW Tn{Jlriap R1tln•Iar Trp71e19. p LaadM Lang Loelxg Losd"n9 Lowing Loa&I LOMn9 Ltwi• lmdi• laxliy lna6S• SY 116%216 L.Ong L.0i% Lwiq Lowig lnwFO L. M�^I Tfl-1. %.624 „ r r '• S F 'C04 Alum.Tube N"IlIon i e� $ € i �e � is i $ ie• i i�. i �� iii d €3 €�u u u u u u u u u u u u u u u u9 u u5 � � s F ss � to 11 a a .1 Al a 1a � a � � € � � oi :a -a fa a fa d fa 1 fa 3 to fo fa I 4a l fa 1 r7a 9 as fa fa d fa ga a as fa 121. 171.0 620 170.0 475 170.0 711 170.0 ITI 110.1 168 170.0 511 170.0 192 110.0 fill 110.0 111{ 170.0 641 170.0 1210 1!4.1 681 Ilse 7008 170.0 521 170.1 1736 1700 521 170.0 tl13 110-0 521 W 7 = Nln 170.0 708 110.0 021 170.0 080 170.0 SM 111.0 222 170.0 670 170.0 1133 170.0 681 170-0 1276 170.1 671 170.0 1117 110.1 pl 170.0 1708 1701 608 168.7 1979 1700 Nt 168.6 1770 110.1 p0 W O Y CO 50.7261. 110.0 TII 170.0 681 170.0 IB6 1701 6)1 170.0 1686 170.0 611 170.1 1115 171.0 tri 174.0 1315 170.0 747 170.0 1!!1 170.0 768 170.0 fTq 170.0 IN 1625 1Q7 174.0 76{ 133.6 1177 110.0 768 {d! 0 681. 116.6 Mi 171.0 612 110.0 !S6 170.0 at 170.4 III$ 170.1 764 170.0 1276 1700 103 170.1 U34 170.0 137 170.0 1591 110.0 ISI 154-0 1769 110.0 Kt 131.1 170! 170-0 KI 117.7 1168 170.0 081 co J Nin 170.0 08fi 170.0 741 171.0 106] 170.0 791 170.0 1210 170.0 171 170.0 1111 170.0 966 161.1 1571 170.1 9% 705.0 1611 170.0 1033 140.1 1511 110.0 1017 107.6 1511 1700 loN K.{ 1511 170.0 g UJ d d 63 in 170.0 931 170.1 745 170.0 1116 use 668 110.0 1302 170.0 SO ties 1370 171.0 1016 1397 1371 170.0 1eM t%.7 1370 161.0 1012 101.1 1310 168.9 71tt 08.5 1370 108.3 IOM 777 1310 168.) IOM 661. 1700 !74 170.0 708 170.0 1168 170.0 !08 166.{ 1211 170.0 1002 1312 INS 168.6 1013 121.1 1246 117,1 1000 108.2 12/1 73lA K! 08.1 1268 170-0 970 774 1214 129.0 !Ifi 68.1 1211 129-0 176 Z J Z -, Mi. rl7..l IN9 110.0 070 177-0 1019 1682 412 119.9 IK9 132.1 IT6 768.9 1010 1U.1 468 933 1019 108.7 111 93.9 170! 102.1 171 69.! 1019 68.3 125 N.! 1019 91.2 120 62.1 101! 91.1 120 J 7 Z 76in 1 119.1 122 /11.9 911 136.1 IDS 101,! Kt 111.2 MI 08.2 911 168.0 777 79.3 911 91.7 708 71-/ 911 K.S 151 68.6 941 71.1. 768 HA MI 71.0 70768.6 911 17.3 7]1T/to 491 177.6 MI 110.0 081 114.9 167 70.3 191 1021 767 12.6 195 71.9 740 73.3 991 64 730 08.1 191 70.7 tt1 ae 194 10.7 707 47.1 081 67.0 701 11.3 491 K.tNIKln 611 68.1 608 11.5 611 7/.! SK i/A 771 65.3 676 6].7 611 68.2 668 17.7 671 62.9 668 43.0 771 68.1 551 %.1 671 68.1 670 ]0.7 Al 71.7571 26.! 071 37.9 686Kln SK 70.1 627 69.0 590 61.1 511 68.1 SN 57-/ 689 11.7 608 17.6 602 39.3 590 68.0 408 35.1 590 390 108 24.6 608 31.7 171 K.) 608 714 468 271 590 29.1 168NZ1087. 106 68.1 421 IfA 1st 424 IN 76.0 408 37.1 468 71.1 166 32.9 402 21.6 466 20-7 396 24.9 688 27.1 701 20.7 468 43.6 312 17.1 468 21.2 315 15.5 468 19.6 370 lh 11710 N.I Itl Ie7 108 313 681 39.7 3!3 32.7 681 37.1 3p 10.0 IN ]0.Y 7@ !6A 411 273 370 22.9 681 21.9 372 ICA 441 21.6 368 164 681 193 ]Sf 11.7 681 17.1 ]61 � X 1201. 30.3 311 36.1 344 30.2 370 31. uj 0 379 26.9 370 26-t 334 22.7 370 23.7 329 20.1 ITI 21.3 ]26 11.1 ]tt 19.6 321 15.1 370 16.7 711 N Q O O 1111. 21.0 262 212 212 17.6 X2 11,1 239 150 268 15.3 236 d ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE 108 MchorClpacily Table pb•) ANCHOR CAP., ,,,,•, HtlleW CMU FMdWfloSted Mee (DP,.e)X( )=ANCHOR CAP.,,, alfeatrtla 27k Dort rt3e a08Corc. MULLION CAP.,.,.,... IiIVElco VI•SSMcN&NrElco UCSSled 612 SIMSMeborCflp P•tbmt 91tsr Eko WC08 v4•IUcouewon e18'FJc0 U1am v1.7icoUltxan « AIpler(O6) Berea(Os) USE THIS FORMULA TOOBTAW THE'ANCHOR z•vz stfr r 2•vz r 2-vz z 51' 0. CAPACITY REQUIRED'CORRESPONDING TO AN Emf•atnt - 1JI1• tsrr t,q• ta'r r f-w• 1-vC 7.174, 1-vt• 1.1/1• -&r vele! ACTUAL PRESSURE REQUIREMENT FOR THE OPENING,WHEN 2Tn Ou9'MIAo.c.ISWVWx0setCopoiti 30070 900. ISO los 000 D» 1644106 27an 208. 361. rwwt 374. 651. SMB. s11n 4121et 668. 1 Arctlm®t.ts•Mh O.G f SIar10tN(e OISeI)Clp 616 2) 480 W 700 n NM WA x70 NIA 960 tee NIA run N/A wA WA seen IW n /120 n CAPACITY(FROM THE TABLE)OF THE SELECTED 4A1CONe•SMIe.O.C.I75219-0 Clps/4.189J[ 76870 7BOb 680106 15W 011 1006.1 510100 580 to NIA 7NIb 768. IBO Iet 1682. N2be nKn 1120. MULLION.IT WILL YIELD A MINIMUM ANCHOR 9ArcMn®0.51.701..O.C.IUCIp.n0.10V A9e1. 4j NIA WA NIA WA NIA NIA WA NIA WA NIA WA rYA NIA WA 960. CAPACITY WHICH MAY BE USED TO QUALIFY 1Arcrnrf-W pl65) low 1.6 195 o5 225 an 4151.1 B12lot 196{ls Ian 1771a 970106 tum 990. 103 1* 170. A42IS 26851 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2 Arclm 1-15 NA O C/FC 0 bl 240•s 350 n WA WA WA MIA 168 n NIA wA NIA WA WA 911 n 442 n 568 n ANCHOR CAPACITY TABLE. ,v complying w116 60 plai• lluitding Code , rbZl$.bJ� Acvsplwx IVo ) t160' Ex'nlion00 7 FIGURE 1: FlGURE 2: TABLE NOTES: • MI • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By 'Dads ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. v)11 1 2)LINEAR INTERPOLATION BE E=LiNGiH4NWOP pMIWG WIDTHS a ALLOWABLE. \:\qC�,.. • • •• • • • • • :l`• �1GENSE FIGURE 3: 3)MULLION AND MULLp�CLIA:H N Of T(PSME.FOR EXACT DIMENSIONS,SEE 3vi ANGLE SHEETS 21-23.HOLD jO RF"W_ I.E� HE17 a F�LLQWING DIMENSIONAL RESTRICTIONS CLIP MUST G }( plo,5k;705 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SU GES D, PPRIi)(IMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND Q• / Ly' GROUT-FILLED CON EEJ� BB�OCK UNIT CCMU)SHALL CONFORM TO ASTM C•9D.WOOD SHALL4• ;•�)'• ' TL p rf0FIGURE 4: FIGURE 5: FIGURE B: BE PRESSURE-TRE47Edl L1.OWSq�Tr RrjA E WITH"So OF 5,96.ALUMINUM SHALL BE Ute r((7R10F`...• •� • • 6083.75 AND BEA MINIMU 0 OF.IOD VICK. E STUDS BE A MINIMUM GRADE 33 AND .045'THICK(18GP6JOE).SiRUCTdJRdtI.SjEEI•TO E46TL T.125' HICKANDA36-ALL � Sq/()(Vn1,.��.\`� • ANCHORS INTOTAETAL SI#v11L EXTEND K LBAST•3 SCREW dREAC BEYOND THE MATERIAL. 1.25'X 3.25'X.824• A�L�'NW #10 6#12 ANCHt Mu INTONOOD MAY SE STEEL,18.8 S.S.OR 410 S.S. MULLION Its.0 687,P.E. FL P.E.#58705 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE IIA Mullion Cep•dty Table Qbee@) Opening W dlh(forredlcey-6pa1WR¢millions)or Opening Height(brazolwttspmuia¢Rl9ons) 1401, Uorn Tor in 90 n wIn I. N p' $ Q Reda u T Mn Recti Wer Ae N • ReelanpuW Trep7Mn6. RedergW TLned. . R=ineN 7rL..deM. Reonbjer TLod•rp. RO-dog TrLaWing. Recwa irL.Wing. Red".9 7rep/7Mrq. OV � • M eaen• 130 gJJ11 Landoll gyp Laane Loe•ep Laednp Leeleq Leebv loeanp Lai• Loednt Lee6eft p LoMS• lwednp Loednp lade• Loe6q Leelnp Leading �Y x.124 Alum.Tube I Ti -I., Flit; E £.. 11 3_ TI -41 Td. TH T141 ., .. .. aMorton a €H 5H �H HH S R i IH $ lH 9 4H i gH4 $H u u u u u uu uuuE m H VA fEa I3 a 3 r(a r(a fa 3H is 3 fa g �a 441e 170.0 620 110.0 136 178.0 711 1710 171 170.0 W 171.0 016 170.0 992 170.0 611 110.0 1116 170.8 6af 110.0 12A0 171.0 521 171.1 U98 110.0 321 170.0 fT]S 170.0 341 110.0 7913 170.0 M1 J W j1" 170.0 iN 170.0 641 170.0 KO 170.0 501 1780 /!2 170.0 630 178.0 1137 110.0 K7 110.0 1275 170.0 677 110.6 1411 170.0 601 170.0 1701 110.8 660 170.0 1017 178.8 NO /01.0 2217 110.0 iN _ U) +70.0 TIT 110.0170.1 1046 170.0 011 170.0 11% 170.0 727 170.0 1316 170.0 717 170.0 1101 1110 701 170.0 +il3 170.0 tN 111.0 tax 110.0 illi +7. . 0 110.0 791 170.0 612 170.0 %6 170.8 691 110.0 1116 170.8 761 7700 1476 110.0 013 1700 1131 00 110.0 177 178.0 1501 170.1 656 . . W 101.8 015 170.0 711 171-0 1601 170.0 7!7 170.0 1210 771.0 171 170.0 1117 7M.0 911 170.11 1591 170.0 901 110.0 1111 111.0 1017 110.0 2125 110.11 1063 U1.3 21 . . . �170.0 930 171.0 715 170.0 ilii I70A tN IIOA 7712 110.0ilea 1111 1110.0 111 170.1 7N 170.1 1101 110.0 907 170.0 1761 1170.0 1063 170.0 118 1700 12% 1700 IOK 170.0 UM 176.0 1128 110.0 1701 170.8 1221 161.1 tfl1 170.0 1315 1%.1 1731 16lA . . - .170.6 1122 170.0 017 171.0 1311 170.0 10M 1N.6It 1501 170.0 INS 117A 1501 101.2 12K 131.1 1Ni 161.5 1201 117.! 1556 111.3 1261 . . . Zan -170.0 1161 176.0 017 170.0 1391 170.0 1116 1%.9 U17 16x3 1016 D6A 1111 +52.0 127A 121.2 U71 139.1 VK ta.t 1{77 147.6 1191 01.9 1177 1161 1101 77.9 U71 1ro1 1101 01.2 1177 1013 +101 112.0 1110 116.6 9K 11eA 11U 127! 101wtd 1110 107.9 951 01.1 +110 K.3 936 71.9 1771 87.5 922 71.0 1110 K.i 910 593 1110 713 Nt 01.1 1+10 65.6 111 11.1 04 1110 62.7 Ii0 Z 111.0 B75 1203 872 97.6 916 101.6 eN 631 97S 8t] M2 73.2 976 71.5 129 66.0 915 71.2 117 N.S 875 K.1 017 11.8 976 S1A 719 11.1 916 623 716 36.6 976 19.7 181 Z 62.2 771 01.001.5 771 70-7 6K 01.7 771 61.3 674 SIA 771 64.3 601 IS1 111 49.0 901 41.1 771 M.9 011 U.7 711 M.! 632 21A 771 75-1 621 26.1 771 32.{ 612 76.7 730 11.3 011 63.1 770 01.0 601 N.I 770 567 018 17.3 738 49.1 631 42.1 730 45.0 622 91.9 IN {1.1 su 71.6 770 35.6 601 27.0 730 31A 019 27.7 730 213 Nt X n 69.1 621 61.1 601 H9 tl1 61.2 SN 123 621 /l.7 K2 37.6 641 79.x 611 37.3 tl1 35.3 537 70.0 621 ]23 011 %.1 621 277 619 21.1 tl1 21.6 019 10.7 691 22.6 011 to (qn 34.7 117 75.1 101 21.9 173 29A 3% 24.1 433 261 390 21.7 133 24.1 785 19.7 433 20.0 391 11.3 433 0 2 376 H Q Q Q Z TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: 01, � MchorC•pedtj Tabl•(Ibe) ANCHOR CAP.,,o,,,,,,` 888 "ECISUM9 23k W18eear suCem. HcNDW CIU ed 81 01.7 (DP,,,)X( ANCHOR CAP...d1B ENO vl•SS Et0 d18'Elco vC 99 EItD eroSled H231ed 0112 81001 MULLIONMehorCllp PatNme3117 Elco Ulrrca v1'I]coU6mc0/1 "axon die Ecco U0le01 ur Elcounr6can A u9rac01 AWren•or Sc••(05)Sew wen rA USE THIS FORMULA TO OBTAIN THE'ANCHOR r x uz r 2-vr 9-tIC t• z-vz r z-vr r sire• z o.N' nw' o.sx/• CAPACITY REQUIRED"CORRESPONDING TO AN 1.11• 1yr wale• 1yr r /-w• - 1a11• 1-vt• 1-fu• ave• r tye• lye' wanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anc0o•617d Mtn O.c.191s1Wmv tlD pt¢t) 300 4 SNn 150n 6nn 1611n 27 n ?mn n 7/0n 971n 661•t abn 34 VA Ilan 'Mee OPENING,WHEN IT IS LOWER THAN THE MULLION l ArchOra®1.15•Mn o.c./slrnarn M olan)dq 0+¢2) Inn 701 b N/A WA NIA Nu 201 n NIA tllA WA WA N/A 012 n eN ran +101 n CAPACITY(FROM THE TABLE)OF THE SELECTED IArclgl15'Mk1 O.C./pp2i6A1ps08/►/(Fl¢9k Inn 7Nn aeon 1560n Logen 61on 6n 1• NIA 780n 1Mn Blob N92n N2n /16n 112on MULLION.IT WILL YIELD A MINIMUM ANCHOR IArc01m®0.51'MYn.O.C./UCIIp,Irco.w7 Num.(ft¢R NM NIA NIA WA NIA NIA WA Hu WA NIA WA WA NM WA 12678• CAPACITY WHICH MAY BE USED TO QUALIFY I Arcror kwr-p Sk 195 n 1K ne 743 n M5 n 82210& 135n Iron ton 370 n +07 n 332 n 0311• +To n 221 n aeon ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMInoB 7.19'Krt O.CI FCep 21Dn 3Nb WA WA NIA N/A Inn NIA WA NM WA WA 911n Il2b 650n ANCHOR CAPACITY TABLE. PRODUCT REVISED m-Spring Man dis Fl13dt 1.250" Building Code K/•0Z1s•O Ac«plana No FIGURE 1: FIGURE 2: TABLE NOTES: e><pr Dery �2I • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DY • • Mi Dodo hi I I I I ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. t 11 1 f l l l/ 2)LINEAR INTERPOLATION 89TIYJE41,J�LVt ViSFnN*R gMING WIDTHS IS ALLOWABLE. r�>( YN1�J,fd FIGURE 3: • • •• • • • • • 3.94" •�'�:''��C(`_NSk ''•h+ i 3)MULLION AND MULLION CLIP6 GHOWN ARNNOT9TOj%4E FCWt ExACT DIMENSIONS,SEECLIP BANGLE E USED SHEETS 21-23.HOLE$S IIOBE DRILREOINlHEfIEID FOLLOWING DWENSINALRESTRK;TIONS "•: No 56705 • • SHOWN ON SHEETS 2�23.FMAS SHO*SUGtESTLID,/PPROKIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS !(/ .HOLLOW - / GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �) �• �A ' FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREPRED•PiLlOW SOUi1NERN PANE WITH 49lrS6 000{4 ALUMINUM SHALL BE -'f7 ti flQr(1 6D63-T5 AND BE A M IMU OF.j1I00'WHICK.SI ELt STUDS 10 BEA MINIMUM GRADE 33 AND "( p'•./-L OHIt)1;.' C9:� • • .045'THICK(18 ANCHORS INTOE L)S I4.ET)ZTE *jLE�SI SCREW J2EAD�BEYOND THE MATERIAL. ��'i/Srs��)�)n,-L�\��• * #10&¢12 ANCHONBe1NTO WOOD MAY IJE STEF� 6$S.S.0 10 S. 135•X 3.01•X.624• A.LVNn1 MIL R,P.E. MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A SIR Mullion Ce o T6ble bsMe Opening VNdth(for 1•rli %-6P8r911g tnlMaro)0 pening Hight(tor h3dxortry-9pen9nA nvAons) 50in 60 jn 70in 86h 901. 86 100 120 in +4086 186117 16 Reeton991w ttapn5w•. R--W W TnWntwo. RwMnpbr T•PI75•I•. R•9hngrw Tr•OIMang. Reot•g9w TrcWld•ng• R•auww Tn1Wr0•ng. R•aWl9dw T7•W5+•nF R6cwrpS TrLove"p R•--&V Tr•PRdn9. C lodn0 Lo•!n0 lo6•np Loe•ng Loaft $a Lowing Loans lo6•ng L•••i• ls•dng Loa•Ip Lo•••1 Lo6•Iq loafing e: Ile V it III i III i 1,1F111 1 z mAlum Tube Muglon 0) 42 In 170.0 e20 110.0 476 170.0 744 170.0 476 170.0 M +70.0 506 170.0 992 170.6 619 170.0 1116 170.0 861 170.0 1240 170.0 621 170.0 JIn 176.0 521 170.0 17]6 170.0 621 170.0 1177 170.0 621 ri 1786 170.0 700 M. 624 170.0 050 770.0 654 170,0 990 170.0 630 1mA 1133 170.0 061 170.6 1276 170.0 077 170.0 1417 170.3 000 170.0 1717 170.0 666 170.0 100] 170.0 686 170.0 7267 170.0 000 = _ 60.025117 170.0 747 170.0 863 170.0 696 170.0 671 170.0 1017 170.0 6K 170.0 H86 170.0 723 170.0 1345 170.0 7{7 170-0 1494 170.0 786 170.0 1786 +70.0 786 1m.0 2092 170.0 786 770.0 2]91 170.0 The O to ILI 0- 6186 170.3 7% +MA 112 170.0 oss tra0 691 170.0 +11s 176-0 754 1m.0 1276 +7o.0 003 170.0 1191 170.0 p7 I70.0 1511 170.0 65e 170.0 ISO 170.0 171 170.0 m+ +70.0 661 170.0 2666 170.0 861 86117 170.0 s9s 170.0 701 170.0 tos9 1ra0 7% 170.0 1240 170.3 e70 1ra.0 1417 170.0 944 170,6 1594 170.0 999 170.3 1711 170.0 toll nao 2125 170,0 last +70.0 x479 170.0 1ml 100.• 2686 nao +0,69 Win 170.0 930 170.0 745 110.0 lite 170.0 656 176.0 1302 176.0 040 +70.0 1466 1ra0 tots 170.0 +073 170.0 1017 170.0 1666 170.0 1122 17170 2231 170.6 +161 117.7 2553 170.0 1171 143.9 2653 nao 1171 a C get" 170.0 %4 170.0 TM 170.0 Ilse irao 903 170.6 1361 170.0 1002 170.0 1559 tra0 1006 no.e 1751 170.0 tteS 170.0 +we 170.0 lzto 170,0 2lle 170.0 1276 16tH z13T 170.0 12M 1329 2867 170,.0 1x61 ? N FE• 7217 tro.o 1063 170.0 %6 +70.0 t27s 170.0 1000 +70.6 u0, 170.0 1726 T7a6 176D Iran +22e 170.0 +913 170.3 u+s 176.0 x126 trao 13% 145.3 m11 170.6 i4/e +21.e x1M 110.6 t%9 109.2 2169 52.7 +530 U S 76h 170.0 1122 170.0 977 170.0 1346 170A Jose 170.0 1576 170.0 +209 170.0 1794 170.0 t3L 1ee.1 19eD 170.0 t/xt t4_ +990 17170 1606 1r4.6 1900 IetA t6u toe.l 19eo 1a.o 1Ws 92.0 toe6 162.7 161+ J ch ch � x 76117 170.0 1151 176.0 177 ITO.D 17e1 170.0 1+11 170.0 1611 170.0 1x00 170.0 1/92 170.0 1389 162.7 1661 170.0 1474 137.4 1861 161.1 1500 k... 147.3 1473 90,2 1601 130.1 1469 BSA 1061 137.0 1457 H J Q p7 O ION 170.6 1328 170.0 11M 119.1 tn/ 151.0 1210 tn.e ISOs 136.0 7191 1 11.8 1396 121.3 1179 99.4 i3n 110.2 1182 86.6 1398 1018 1147 69.6 1122 838 1386 627 1105 63.9 tin TS.9 1696 Q 2 08In 147.4 1729 161.6 fon 122.9 1220 127.0 1070 105.3 +229 111.2 1861 02. 1229 98.9 1OM 61.9 1229 69.8 1029 77.7 1729 e24 1016 7x.2 994 94.7 1720 85.9 977 46.1 1x]9 02.1 867 N 18686 10.16 %1 1m.e 077 86.J %1 00.0 68x 7/.0 971 773 049 04.7 %1 66.4 6J7 61.5 971 81.6 926 518 %1 60,6 116 4ao Tn 37.0 %1 44.0 712 32A 971 40,6 771 x Y Y Jill. 95.4 910 97.3 IJ2 79.6 019 61.9 e19 10,1 919 70.9 In 86. 19 12.0 717 6J.0 Ole 17.7 764 17.7 919 61.0 774 M./ 717 34.1 919 10.2 742 29.0 910 37.1 732 tm In 75.5 786 768 716 029 717 01.6 705 33.9 70 65.8 095 47.2 786 49.4 686 41.9 786 MA %7 37.7 786 40.6 009 318 853 27.0 717 J1.0 641 236 788 28.4 671 F V 1A to 114h 43.7 616 M.2 504 30,4 616 37.0 191 312 686 31.9 O1 27.J 616 tax 405 21.5 b86 17.3 {79 21.6 617 22.0 471 196 171 l6A 616 17.2 406 13.7 NO 15.6 M6 d N Z 01 0, TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: L'�•s0 MchorC• •el Table • ANCHOR ."°•'•"•)rANCHOR CAP.,•• 9u061rMc 27k L1trcnk 56r Care. Posow CPU FM CMU P7 sod Mrr (�)X(MULLION CAP.,e,,., 818 Ego VP SS Elco 818 Eko tr SSENo 0b&0,r #1251wl 012 StewOBTAIN Anclly 7YP• 311.18I.UUacm yr EkoUlmcon "'L 3178 Elco ulrecon yr ElcoU6•con ��•ef unncm Apyrtror 6a"(05)Error lDS) screr((15) USE THIS FORMULA TO ORRES THE-ANCHOR TO Anchor Clip P6tMm6 CAPACITY REQUIRED'CORRESPONDING TO AN Edpaarrae 617) r z-uz 1• 2•vz sits• r avr r z-vz z s+lr r o.1e• asr oon ACTUAL PRESSURE REQUIREMENT FOR THE EnOeraeO fat• tar tan• far Y +-1I1' 1.114• 1•t/t• 1-1/r 1-/N' +-vr r *5•' taro' ra0n OPENING,WHEN IT Is LOWER THAN THE MULLION 2 Anclp•®4181Ort O C I Slarrwd or061e1 CAIp 676 16 3171 3901m 4901 6001 +64171 270 2861 354 866 74610, 3719• 694 q 91 q 511 q 442 q WIN CAPACITY(FROM THE TABLE)OF THE SELECTED I nchx% 0 2.S•Mh-CC.j SjMowd(er Cd;e1) 619 51 7401b6 74D E6 �•• 5485 SO 1�•6 NIA 5m•6 NIA 905 q WA am" WA meq ee6 q nm q MULLION.IT WILL YIELD A MINIMUM ANCHOR SArcllr•®t.Tl•MhO.CIst•tdw(aar•M)ap6794 enne om 755 So 1946186 NIA NIA 705 RX NIA 79010, WA WA WA 1022106 19271 16861 CAPACITY WHICH MAY BE USED TO QUALIFY 4A ChM l#T Min O.C.1(2)2i6AMIOCIO151 .61 ISO I• 7 86Dq 15601 18061 0 6mq NIA 7501 746101 W•• 1°°oq mxq ee5q t1�1 ADDITIONAL ANCHOR OPTIONS FROM THE sArcMn 3'MN.O.C./0,j 2i6 A Cp6/eta 6T 11761 1170 q 10201 2317 q 26441 8 140 q NIA 1140 b 11221 tam 1 2a1e q 11@2106 1321 q lrte q ANCHOR CAPACITY TABLE SArcM•A 1.91•Min O.C./UCllp.990.128 AMI.(Fl6 71 WA NM NIA WA NIA NIA WA NIA WA NM WA WA NIA WA 079 PRO()()(,-(,(�Y(SED 6ArcM•®0.84•MN.O.C./UCAp,Inlo.728 Aka116701Y NIA rYA1 WA WA N/A NIA WA NIA WA NIA WA 1YA NIA WA 21 q osilding odaiN Ws FI011ft 2AMrM 0268656O.C1FCp6101) 3701 %0q 3131 7431 7121 NIA 2861 NIA 9Yq NIA 4qb WA --91-M /12b 6601 DuJld'u16 Code ,b�y16.0� 9Arclola 1.71'Mh O.0/Fag( .101 4431 106 9701 %50 NIA NIA 9521 NIA M106 NU WA WA 6711 6511 --Iwo-to Ampt•uco No NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN TP�prrrl•Drc ��) HE EXAMPLE ON SHEET 24. ' 2•�• Mi Dade Product FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 1 t 1 t t 1 1 1 11 III • • • • • • • •.L. �T • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE WFJ A�SVAJ 2510FONFRO W6 MN ON LOADING.SEE SHEETS 2-4 FOR ��`�nCN(,.:.; GENERAL INSTALLATION METHODS. • • •• • • • • • ��'�t �1,entsF '•.FP . • • • • • • •• • • • • ••• • - �•� .;'cam% FIGURE 5: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MU6L.LL- GTg:NDOR%PE61IN*WIDTH&ISALLGWABLE. 4000• 'I 14. r,6705 • • • • .250' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN /'� (% EA • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE :,O L1.' II g •,�1,�_ LOCATIONS. IFC • • ••• •• • 000 ••• - CONCRETE BLOCK UNIT (,`` FLCR\U�';..•',. FIGURE 7: FIGURE B: FIGURE 0: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONPRM ACI 301GPECIFII:A1#DNS.NOHOW AWP GROUT FILLED • •• • • (FIGURES 58,8) (CMU)SHALL CONFORM TO ASTM C•90 000 AIL�E �S UT�EATED Y8!LLOW SOUTHERN PINE WITH AN SG OF 0.55. 2•X 4•X.25'MULLION �1'IS�/UNAG. MUST DE USED ALUMINUM SHALL BE 6063-T5 AND B6•A MINIM F.12 T1t�.�`ETE,frL STUDS QBE AWNINUM GRADE 33 AND.045'THICK(18 A.LYtJNIMIC�.ER,P.E. • •• • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAiHEAST41 THICK 1140 836 AN(' 10SINTOTIITAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STE L,18-8�1 S.OR 470 S.S. FL P.E.#58705 t • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE13A Mu111onCe a TebN IbsAtl OpeningWkth(for v0frbrA -apercUgmJNaro)oropeningH•IpM(brFalmmetPYpanninamlA-) p � ,5048 0048 701n in %N I In 12048 UO In 18048 nep/rd-m RIC VA TrrPl+ItnO Re WOW TnWrxero• R.clwWw WWRI-4 R•a moM Tte"mag. Rmlan9ft LL0&&9K. Real•pier Tr.WTaena Re0+0npAw 71epJMelp• a RKWOW Tnprlemq. R4clailder tnedn0 LOedn• Mang Lo4Wro Loft L"ft Ladno LaK%9 L dr,6 Loedro Lwdro pp 2 x 8 x.26 La ft L0ean0 Loedno LOS" Lwdro Loadro LadnY 15Y 111.Tube $$ yg _ _ LL Mullion 0� g phh g q6 q 08j s0. ]¢I�a [07gJ �' N 4148 170.0 020 170.0 175 170.0 748 170.0 478 170.0 ON 170.0 548 170.0 002 170.0 St9 170.0 1110 170.0 521 170.0 1210 170.0 521 170.0 IIN 170.0 621 170.0 1736 170.0 511 170.0 11% 170.0 521 O m W 45 In 170.0 708 170.0 604 170.0 850 170.0 bel 170.0 002 170.0 630 170.0 1137 170.0 eel 170.0 1276 170.0 077 170.0 1417 170,0 010 170.0 1700 170.0 MO 170.0 1509 170.0 000 I70A =I 170.0 NO 50.02648 170.0 747 770.0 483 170.0 650 170.0 631 170.0 1010 170.0 044 170.0 11% 170.0 723 170.0 1446 170.0 747 170.0 1401 170.0 76e 170.0 17% +T0.0 750 170.0 2002 170.0 766 170.0 2301 170.0 748 N Min 170.0 707 170.0 612 170.0 DSO 170.0 M+ 170.0 1116 170.0 754 170.0 1276[70 tN 170.0 +1441 170.0 NT 170.0 1501 170.0 050 170.0 1013 170.0 501 170.0 2z3+ 170.0 501 170.0 2630 170.0 181 U.1 M 0 So In 170.0 805 170.0 701 170.0 1%3 170.0 707 170.0 17.00 170.0 876 170.0 1417 S48 170.0 153 170.0 990 170.0 1771 170.0 1033 170.0 2125 170.0 1003 170.0 2176 170.0 1%7 170.0 1177 170.0 +067 40 N Nh 170.0 Ob 170.0 745 170.0 1116 170.0 050 770.0 1900 170.0 010 170.0 1480 1016 170.0 1677 170.0 +070 170.0 1%0 170.0 1171 170.0 ?251 170.0 1150 170.0 2603 170.0 1171 170.0 2076 170.0 1171 NN 170.0 574 170.0 748 170.0 1169 170.0 ero 170.0 1]44 170.0 1002 170.0 1660 1048 170.0 1759 170.0 1153 170.0 131 170.0 1210 170.0 2930 170.0 1275 i20.0 2727 170.0 1250 170.0 3117 170.0 1250 Z 7248 170.0 1083 170.0 071 170.0 1215 170.0 1000 170.0 1450 170.0 1+16 170.0 1700 1120 110.0 7013 170.0 1315 170.0 2125 170.0 1907 170.0 2550 170.0 1450 170.0 2W6 170.0 1525 170.0 7100 170.0 1590 W W 7648 170.0 1122 170.0 037 170.0 19/0 110.0 weo 170.0 Is20 170.0 1250 170.0 173 . 1322 170.0 2011 170.0 1421 170.0 2213 170.0 INS 170.0 2002 170.0 +020 170.0 7110 170.0 +e3 170.0 SSM 170,0 17% J Z 3 a i 7SIn 170.0 1161 170.0 507 770.0 7361 Ime 11+6 170.0 tett 170.0 1250 170.0 1442 170.0 1]50 170.0 20n 170.0 1171 170.0 1350 170.0 166/ 170.0 27W 170.0 1750 170.0 3721 170,0 7777 170.0 70H 170.0 1750 ` ; a o MN 170.0 1776 170.0 1114 170.0 153 170.0 1920 170.0 1050 170.0 HN 170.0 2115 170.0 1057 770.0 2JS1 170-0 1107 170.0 2650 170.0 1016 170.0 7150 170.0 2125 156.0 3113 170.0 2273 170.5 311] 170.0 2161 N NZ ,O Nln 170.0 1117 170.0 1232 170.0 1700 170.0 1434 170.0 1183 170.0 1622 170.0 2207 170.0 173 170.0 2550 170.0 1152 170.0 2631 170.0 2048 160.0 1150 170.0 2336 137.1 ]150 166.0 2170 110.0 7150 150.1 .3120 14850 170.0 153 170.0 1/50 170.0 1013 170.0 137 170.0 1271 170.0 1670 170.0 2550 170.0 2616 144A 2781 170.0 1171 148.3 2781 161.0 2339 123.0 2701 f10A ?201 1%.S 1781 125.0 2234 12.7 2748 118.0 tl% (ry 1111n 170.0 1090 170.0 113 170.0 1048 170.0 1700 170.0 ?163 170.0 1131 f70.0 2621 170.0 2119 151.6 2672 162.9 11.05 1]6.0 2062 116.4 2716 113.0 2482 118.{ 2148 e7A 2012 IIS.t 2120 %A 2062 150.3 2050 Uk Vk 120 in 170.0 120 170.0 7548 120.0 2115 170.0 1050 1St./ 2212 150.0 1901 133.1 7252 141.1 703 120.1 2262 1176 1%6 748.1 2252 11&1 IS15 00.1 ?252 M.e 4872 772 2262 48.1 1630 07.0 ?rig 01.1 1048 ~ X 150 In 125.1 1548 126.611115 13.7 1561 148.1 1425 50.4 1361 Hb 1107 70.2 153 80.7 t0% 00.5 153 72.3 1373 e7.e 1484 %.7 1350 52.1 163 50.0 19]0 50.7 1484 102 1348 39.1 153 11.4 1203 0.a.N Z y O TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnohorCe ee Tab_ /ANCHOR CAP. -2.7k AP.,o,,,•, ANCHOR CAP.,,,, BWInle: �11le 3.51,can. HolowdAU FiledpAU PTNbod MOW (�)X\MULLIONCAP.•,„•,••e) f/Ir Elco lie S8 Elco VIS'Elco 150 SS Eleo {10 bled YIz BWI Yf2 BtM A_hor Type:Ile-�Ek. /1•Elco Ule4on ' UIV.. 1d'Elco Ullman ASW.GsW Ulueam AOpeOd« &4w(05) W 1051 6«ew(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnehorClip Pe1NmeEOpeOMWwl6tkr 2•frrSve' r 1•f/C r 2.171• r Sub' r 0.48• 0.44• 0.331• CAP IT REQUIRED'CORRESPONDING TO AN Embe•ndil(NT ta -w• t•v1• r t•v4• i-tu• t-150• 7-150 1•tn• 1 § Y tare• I.- rdw ACTUAL PRESSURE REQUIREMENT FOR THE z Aroha►04.76•MN.O.C.IaWdOid«p•d C6pffq.1627 Soo b. 300 Me 450 Ie w 1644 IN 2701- 250 the 354 eM 740° 374N 664x• 046 e• 3411_ 44148 560 roe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Mahn 0 4Ar Min.O.C./BlenddA(«OMI)CYp(Fq.9k Tool. mum eN rm 1n o roe 3232 e• 540 be 6501_ TNM• HM e• 7101_ 1272 b 7502 Me n3.-]M 2 Ms a%148 1120 s CAPACITY(FROM THE TABLE)OF THE SELECTED OAnon4n®1.7r Mrt.o.C./sunderd(orOi01)CU ffq•4k 1fM1_ 14oDM4 1010ft HOF WA WA Yw1_ wA f0%b WA ?UA WA 1761a 1720 Me n7 - MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 MwUae 0 r MA O.C.!(2)b5 AroM dpa I FW.5Y• 750 IN 790 504 /e0 b 15%1_ 1006 Me 540 b 310 Mn WA 760148 748 IN 648IN 1507 IN 662 M B%IN 1120 500 CAPACITY WHICH MAY BE USED TO QUALIFY e Arwltae®r Min O.G!R)b5 AMM C"S/ffq.e7 IND Me 1600 Ne 13-6-oft 372°be 37021°' 1000x• 1120 VA WA 1620148 14%5+ 1750148 373 Ma 1367 b 1770 a taw Id ADDITIONAL ANCHOR OPTIONS FROM THE 12 Mohon 01.5'501.3 O.C.I(2)21 CIpe!E-'97 k 10500■ 2100148 I4w Ie 37501_ WA WA 1320 e■ WA /5%IN WA WA WA 10w Yr 2%150 993Me ANCHOR CAPACITY TABLE. memplyPRCX)UCIngwit as 1 Anatdn 01.31'1An.O.C./UtlIA NN.125•Alum.p"q.el. WA WA WA WA WA WA WA WA WA BD WA WA WA WA WA 1490 M. m 00mMYl'u tvlW 100 Phxt� eAnclan 00.44'Mn.O.C.I U[9p.Mo.i25'A1m.(Fq.9k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2481° F•--2.000'�I 6ANldbtg�Iro-a tta•C3 2 ANhae *,Lev Min.O.CJ FLIP lFq.10): 3%Ie 9%b 450 Me 0%Me PTA 270 Me 250148 YN M 740 _ 9141_ 030 Me 36Ie 311 Me M21N 6eD Ms qD I 4 Anabae 1.11-MN.O.CJF .I1' m: 70DW 6%I_ 12%1_ WA WA 470° WA 5447° WA WA WA N2I' ON Me 11T0h .250• NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTEN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: +ty Miefn hoeu/e FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES:FIGURE 10: FIGURE 77: 1)SEE F(�ET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1' • • • • • • • • •• • • LOA K T 4EI:2-;FO:OENEI�OL P STALO flON METHODS. `�� `V,V•...,h1/( •. • �'0O.. ee • • 2)LMEMR INTEaW1t4BE=WjN j4jLER%jHS ANDIOROPENING WIDTHS ISALLOWABLE. 0�^ ��'� .•'J�t_N3C • •• 3)M&EIION/MOS IOIULLIV::LIPSSSHOWN A&E Id's TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Tl� Ito.58/0' ;- • • • • • • •• • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ - FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. q- G! I b .11J ANGLE -rj D • • • • • • • • CLIP 4)SU6S�7ES:CONCBEVE SF#LL CONFOg�TOe 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �'7) 5 nTL 0,- CLIP I (FIGURES CONERET86BLOCK UNIT(CMI*SHALL CANFp M C-B0.WOOD SWLLL BE PRESSURE-TREATED P ,r-r-o727OP:• (.,` • • • • • • • • S-') Y LOWSOUTHERN PINE WITH AN SG OF 045.ALUMINUM SHALL BE 0083.75 AND BEA MINIMUM OF.125^ ray '• \�� MUST BE CK.ST SAD5•f0 44E AVMIIAMIIM GRADE 33 AAD.045•THICK(18 GAUGE).STRUCTURAL STEEL TO • • • • • • • • • USED IN LFA TL.125"7F� ANIA ALL ANC+�S IN"METAL SHALL EXTEND AT LEAST 3 SCREW 2'X S'x.25• A.L111 4 MILLER,P.E. THREADS BEYOND THE MATER#10&#17ANCHdRS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 ••• • • • • or • • • • • • • • • • • • • •• •• • t tr •• •• ••• • • • ••• • • TABLE14A € Mulson Copaefty Table Ib•Rt2 pp 3 Op•nlnp Wldth(for wr6ceI"parWlg m7AloM)orOp•nlnp H•Ipht(forflod2or6a"ffiving nvAorr) In WN TON bD In 901n t00N 1201, 140 in 180 In R"cl4ryulr Trpr7d6f•. R4e119•Ur aPIUM WWTMr• R4ctr•uW TrWrdrip. RIUr•Uu TRWTMf•. RowenrAr TrgMam. R4dr•Ur Tmomm ROOMWAr lF4pTdr1B RrK1 �r L�4ro Rte • TrLo6df• �Y 1.28"x 2.11" Lo661rip Lomd,g Lo6drr9 LwOM• Lo6driB Lordro Lo6anp Lw01np L1rdN9 Loodfp IA4dt• Le4dnp Loa** LoadkV ! $$ $ $ LL XTub.Mulln I§ � �g z °a m viFi O W 121, 144.2 526 167.0 416 k11,0213 14&9 418 1000 628 13&9 414 90.1 625 134.6 411 Sal 61a 134.1 411 721 51'6 1311 411 60.1 628 731.t 411 51.5 a05 131.1 411 45.1 626 131.1 411 J W W N 96.8 103 10&0 333 917 325 WO 403 0&4 310 80.4 403 6fA 317 6&7 407 79.1 316 4&3 403 7&6 J74 40.3 103 76.0 J11 84.6 407 70.8 911 90.2 400 7&8 314 2 lY N 50,625 In 82.3 382 97.0 301 799 291 5&8 362 71.9 7W 61.6 361 67.2 266 4&T 3B1 d1.8 161 11.2 362 67.6 263 319 382 63.6 2&7 29A 962 636 289 26.7 362 67.tf 2B3 •'7 641, 67.6 316 71.1 167 64.2 2b 4&5 316 67.7 268 124 316 S35 263 37.1 316 6&8 250 339 316 4&6 249 2&3 316 49.1 248 24.2 976 49.1 246 21.2 316 48.1 246 m � O m N 4&6 266 53.1 219 46.7 214 3&7 266 10.7 210 30.9 2S8 37.2 1D7 27.6 266 34.9 204 217 256 33.4 203 20.8 255 32.2 101 17.T 256 322 201 1&6 2m 37.2 101 V J 63 N 42.7 134 15.6 200 98.1 IBS 30.6 231 91.7 192 2&7 231 97.8 76B 23.7 234 28.4 185 21.4 231 2&0 1B1 IT 234 28.6 183 1&3 234 26.6 183 134 291 28.5 1B3 � 661, 97.1 219 3&4 783 93.7 179 28.5 279 29.0 176 23.2 213 27.0 173 20.6 213 26.1 170 1&e 213 71.7 16B 16.5 213 22.2 187 19.3 213 710 106 11.0 213 27.0 iB8 Z U3 c 721, 2&8 178 301 166 23D 179 2&8 162 10.4 77D 21.5 149 17.8 179 20.3 147 t5.e 179 1&7 115 J u Z 76 N 24.3 161 25.4 140 203 161 21.6 137 17.4 161 1&0 135 1&2 761 17.D 133 Q a 781, 716 162 23.6 133 1&8 162 199 731 i&1 152 17.6 126 ~ N Q W TABLE 14B ANCHORCAPACITYADJUSTMENTFORMULA: Q Anchor Cape"TabN b6 ANCHORCAP.,,o,,,", BU•Ua16 2.7k l;pCflla 9.5k CQc. lfolowcmu Fae0 CMl1 PT Wood MC• (D-)X( >•ANCHOR CAP.- N ' MULLK)NCAP.,,",,Lz to nj 6e76•Eko 114'9S Eke 6/16'Eko 4 Fxo 910 sten 612 steel 612 sial USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor rypn ytr Eko uwrm 11r EkoumcOn WE11 3ns•ecouameon 114•Eko la9arm �� Mmcon Atlire0tor ecnw(r36)ecfw4(05) Straw 1Y75) AnehorCOp P•ttema u1tmon Etbe asurce(1,T +' ave r alrr 3-116• r ave r alrr r 3-VW 1 7 a4r o.61• 0.324 CAPACITY REQUIRED'CORRESPONDING TO AN F m N ACTUAL PRESSURE REQUIREMENT FOR THE N O Emoemla9ftnl taro, 1.Y4 1x14 ia14 r 1-1K t-114• 1.111' 1-iw I +-114 1-114• I 2 ta•• torr '•'tn OPENING,WHEN IT IS LOWER THAN THE MULLIONZ a..•' 4 Arcrom®r Mtn O.C.1 2r5Af0e C%*1 13 180106 760IDs mole 15sD n 1686 as 540 n 660 n wA 7B0 n 749 n ea06» 1602 n m2 n4 BB6 n t n CAPACITY(FROM THE TABLE)OF THE SELECTED to MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. �1 Y88•� r•RrA)UCT REVIS13D SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 os complOW wilb the Flbrii BOildotg Godo ��-0Zi�•Oj 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDFOR OPENING WIDTHS IS ALLOWABLE. Aeoeptrr FIGURE I: RxpfnlfoS Dto 2CZI 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. 2.116• B Diode FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I 171 1 i i r r r ANGLE CLIP MUST BE USED IN PAIRS. IL 125• .... 4)SUBSTRATES:CONCRETE SHALLC8IHFORM TO ACI!(It SpECIPI('ATIANti.HOLLOW AND GROUT-FILLED \`'�'O`�(�.YI N hf�(�� CONCRETE BLOCK UNIT(CIIIU)SHALL CENFbq O� SMALL BE PRESSURE-TREATED r \ \SENSE >Q YELLOW SOUTHERN PINE VOlyi AN S( 0.�$... I J T5 AND BE A MW MAUM OF.125' r v THICK.STEEL STUDS TO BE IMU E A 5-j=jFFFIIIICCC��CCC 18 GM)GE).STRUCTURAL STEEL TO BE AT 1.28'X 2.11'X.125'Ml1LLK7N LEAST.125'THICK AND A36*%L ANGl"S INWdUETAb SHALL EiTEND*\T LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MILLION) =-7`: No.58705 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. - - -13 luz • •• • • • • •• •• A.LYtfN'B4111 t,P.E. ••• • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 15A Ila, Rai Mullion Ca ao Table Ibe C'� Openlnp Wldtlh#0r ver9CaMy sPeMnO mAone)or Openlnp Hstpht((or horimrtettapan i v mldola) 1. 701n so in 4491 7Nh 120h 14o 1n tNh 4 50 In 60V 1`u RAMP& heplhla,4 Reclmgda7 TTapq". R4dm9NY hWnlYq. Pechn6Wr 7YWnlan9. PxWgdY 7t4elMm9. ReclYgdr Tw9m1Yg. Racltaing hL"cing R14Yn9u14r TLO V^°. Reclm0lu lYLOG&q. Loading lnetin9 laem! Lwdn9! to DEG.ALpy L.-ft f! Loading pYLaad• Laadnng R py Lasting t LO-ft■ LadlyK■ taed�yqf sLoWn9 Y��Y¢9! I�bMyp LOedn9■AYMULL �� I,oatingCg ffi i7U6O OsU6 6 66 06 OO O 0O� 6 �-Il 1i16F11HJ J W 42h 170.0 610 170.0 Iasi 1».0 741 170.0 478 170.0 644 170.0 500 170.0 997 1».0 610 170-9 1116 170.0 521 1».0 1x10 1».0 421 170.0 1444 170.0 621 170.0 17% 170.0 021 119.1 1740 170.0 52 W N 170.0 744 t».0 624 1».0 0460 170.0 aN 170.0 099 170.0 630 1».0 1133 1».0 661 170.0 12» 170.0 677 1».0 1417 170.0 SN 1522 1622 170.0 844 tes.6 1622 1».0 ON 4412 1612 170.0 644 In 50.Cr6h 170.0 747 1».0 %l 170.0 ete 170.0 B31 170.0 1046 170.0 am 1».0 11% 170.0 723 170.0 1316 170.° 747 154.2 1443 170.0 744 136.9 1443 170.0 760 117.3 1443 1»A 756 1026 1413 170.D 744 7 O 64 In 170.0 »7 i70A 612 170.0 956 t»A est 170.0 1116 17°.0 764 170.° 1276 170.0 803 INA 1]5] 170.0 837 144.9 1353 1».0 eN 120.3 1353 1».0 %1 1W.1 067 1»A est 44.2 1363 170.0 Nt m y so in 1».0 0% 170.0 »1 170.0 1%] 1».0 797 167.0 1210 1».0 0.e +46.1 Me 170.0 944 129.9 120 144.6 938 110-9 1218 162.1 921 041.4 1210 148.1 913 N-9 1x10 148./ 913 73.1 1218 11041 91] F U Z In Nh 170.0 930 170.0 745 170.0 1116 1».0 Il - 17m 2 1150 169.8 033 J31A ties 163.0 914 11046 1150 141-9 448 1%.1 1144 04.2 616 87.6 7150 120.7 671 704.1 1144 1x5.2 h0 65.7 TIN 1262 870 ym, Nh no.o n4 tto.0 lee 162-9 lase 1%e 8 tae 146.6 W4 114.3 1046 133.1 0450 104.6 lase 12sA 839 n.1 1048 Itaa 850 »s lase 104.1 821 Ns las 144.2 els sT.1 tole 1es.x etas IR 140-9 eN 147.9 704 117-9 no 12&0 s eN 110.6 7x %0 sell 100.0 722 762 eN 92.0 712 7041 e% %.2 703 60.7 ND ».2 es3 NA 8040 7046 644 4t.0 0444 7eA es6 = Z -QL »h 119.7 7% 125.1 ND N-9 700 1aa4 7% 93.3 443 74.8 700 N-9 652 6045 744 M9 5404 es.9 744 71.7 6304 1eA 744 %.t 621 42.8 7% 021 449 77A 7% 81.6 517 } ` Q .o 7th 110.6 744 115.6 %7 92.3 TN 98.1 1 744 1049 632442 750 77.1 021 61.6 744 70.6 812 66.4 744 44.7 e% 162 750 NA T4N 39.6 750 662 644 N-9 744 es.6 64400Z%h 72.1 650 71.4 644 44.1 653 62.9 6 6a7 N-9 444 45.1 644 /049 175 401644Afes38.1 hes 10A 462 040.0 ON 39.2 462 tae 443 33.3446 72A 443 71.6 M2 N h NA 1% 19.3 /% 61.6 1% 4t.0 427 37.1 190 39.9 421 93.0 4% 36.1 415 20.7 4% 332 409 24.8 4% 29.1 IN 21.2 1% x0.6 304 tab 1% 23.0 3% 01NM 17.7 991 42.6 353 54.8 344 9040 9 391 31.1 ]12 28.1 j!gW_ 1.9 0433 2D.9 301 22A 328 17A 391 19.7 321 11.9 0401 17.6 446 1111n 36.4 ]» 442 SSS 320 a» 33.0 .S 370 26.6 326 24.0 .0 316 192 370 20.8 0412120h 30.4 317 30.9 289 25.3 317 26.0 .7 917 22.5 244 19.0 7.9 3704 [$ 14tH 17-9 2x0 17.5 207 ANCHOR CAPACITY ADJUSTMENT FORMULA: a TABLE 15B AnehorC TabM a ANCHOR CAP.,,,,,,,, NoBOw thdu Faad c091 Pi wood MaIY (OP)X( )=ANCHOR CAP.,,, auhlwlc 2]k CmclYa 3.5k Cone. MULLION 6116•EM VC a8 Elco 5/16•Elm 114-SS Eb 010- 11281881 8128iW Anrxnr 7y01: 3/16'EVD Uh0 IN'Elco WOacm I11Da0as L10'Elco t110acon 1/4'Elco 1111 n AgWCMa Ignl AWLGata gpM(05)8asw 105) saw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorC9p Patterns CAPACITY REQUIRED'CORRESPONDING TO AN Eda ltiL t• 2.112• r 2.1rr Sale• r 2.11r r carr r 3-118' r O.a• 0.54• ° ACTUAL PRESSURE REQUIREMENT FOR THE EmOadtOa9 Mt 10411' 7-314' Ia/4' 1.W 1-1/4' r tale' OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anelgto Q5'Min .C.l 2x5An9V l:Ypa/(Fq.11: 390b ]%1604 450b BNb 1700b 2TOb 24th ]54b IOb ai/lb 710 Was Nob 311b 412b b 4 Arceat®SY Mn.O.C,1(2)2x5 AngV CY9a 10q.2C TN b 744 b 790 b 1570 b 2525 b 54o b Nom. wA H2O ra 140 b ee0 b 1892 b 4424. a%b 1 t2o b CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Aatwa A 271•esn.C.C./(2)2x5 An9V Clea I tFq.3k 1120104 +1201ba %8 b 2248 b 2234 b WA Nob WA 10591604 WA 1920 b WA 1022 b 1327 b 1850 b CAPACITY WHICH MAY BE USED TO QMULLION.IT WILL YIELD A MINIMUM UALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT g with 6D a complying with Lhe Flalde FIGURE 1: Building C.&) _vZI8.0 TABLE NOTES: Aa7epreaas No 3 pIM Y t3Ye toll • 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- By Mi Dade Product 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. +t t I I I 1111 FIGURE 2: •• ••• • • • • • •• .125' �� 1(�,,.•.•AN !!!� 3)MULLION AND MULLION CUPS SHOWN ARF•NOT TO SCAL.E.fOR9EXACTDIM WSWNS6SEE SHEETS 21-23. ` 04)1•'' ENS/�•''•F�' �� EA • • HOLES TO BE DRILLED IN THE FIELD FOLLO4WNG DIMENSIONALRSSTIMCTtONS1SH#WMON SHEETS 21.23. 30' ��,�'•.'or FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOUR00440. 0 • • ••• •• .1; 3.250' '.-6705 4)SUBSTRATES:CONCRETE SHALL CONFORRI`fO AdA?SPE&tATI014S.H&.L(%V AAd GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' 1 Ig�« THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY )] (A7F F •,•�� LEAST.126'THICK AND A36.ALL ANCHORS AD11000tSHALL I!il1EN XTLEAST�REWst�i�FADSBEYOND MULLK)N %.(�;,•.,.,FL.OR70P•' �C�.•. • THE MATERIAL.#10 B#12 ANCHORS INTO W(g)D Mgt'BE STEO•18-8S. i 410 S.S. • :�/�`�` •'�-`; ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. • •V • • ••• •• •• A.L11NN AdIL 6,P.E. • •• • • • • FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 16A Mulllon Capacity Table IS60) � � Opening VYldlh�IeN�Pt�rV )or Op9nIn0 Height(for ha12o19aN'eP>twlrli nxlfi0rt9) � 70In 90 in 9011 1001n 120 in 1401n 1aN SON OON 0. R4c1•rper Trlpl111r9. RKIVOI TnWRlrq. R4C1e1VAr 719W1114r10. RaoUr101Ar MWTANV* RKtNWW TreWTA•9. WCIr9Jer inp�8{en0. Relw9lir T drp. t� Tr"&* r �r PY SJI6"46 Ine•ro Loeanc Le.•ro Lee•o0 L06Aro lodro l.06•r19 L066r0 4.0669 1..01449 LmI L/96rp LOS" b ri DEG.AL ill ABAYMULL dd die d E$r d ydjq �y1�} d }rade •4d�q (]191jpe dqyA1p�7 d C{J�1p7e +yd�Y r91pTr $�jq1s�r1 �1pTry2d am. 18 S, d, 0 i @ 3 i6 6 is @ ie , 76 �@ iC ' dI 4 3 1 < 8 d6 Z N y 6 0 a N 170.0 620 170.0 ISS 170.0 714 170A 4711 170.0 He 170.0 509 110.0 002 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1406 170.0 521 170.0 1770 170.0 521 100.9 1971 170.0 021 - _ NN 170.0 709 170.0 624 170.D 650 170.0 606 170.0 902 170.0 810 170.0 1133 170.0 at 170.0 1275 170.0 067 170.0 1417 170.0 000 165.7 1837 170.0 600 110.7 1677 170.0 ea 122A 1067 170.0 690 2 R to 50.025 In 170.0 717 170.0 a3 170A O05 170.0 631 170.0 1016 J0O4 170.0 1195 170.0 T23 170.0 1515 170.0 747 170.0 1401 1170 706 117.1 1552 170.0 756 126.1 1552 170.0 706 110.4 1552 170.0 706 m M O 04 N 170.0 79'7 170.0 612 170A 958 170.0 a1 +70.0 1110 1 170.0 1275 1Tec 003 170.0 1431 170.0 037 155.2 1455 170.0 ea 120.7 1455 170.0 851 110.0 1455 170.0 at 97.0 1455 170.0 061 (� J 00 N 1nA 906 170.0 701 170A 1083 170.0 707 110.0 12/0 6 157.1 1709 170.0 944 139.7 1308 170.0 090 125.7 1909 183.5 994 104.8 1300 157.1 082 aA 1300 167.1 962 768 1709 167.1 062 2 w 83N 170.0 070 170.0 743 170.0 1116 170.0 650 1929 1217 0 112.5 1247 106.5 983 126.7 1247 1526 905 114. 1217 1M,9 952 T5.7.39-W 116.2 036 e1A 1247 133.7 935 71.1 1247 133.7 9]7 Z ry, eeN 170.0 971 170.0 706 110.0 11a 110.0 903 116.4 1100 129.0 1180 1{7.0 945 115.4 1100 150.3 990 103A 1190 129.4 911 119.6 ll 1190 fU.1 90.1 04.9 1190 110.1 683 J 72N 106.0 1010 fa.0 977 131.7 1010 14/.O 830 115./ 10602 105.0 1D10 111.7 1m 80.0 1010 IOSA 617 80.9 1010 00.9 eo7 80A 1010 67.6 780 50b 1010 07.7 769 7 2 3Y 06 7e In 137.1 906 143.6 792 114.s 906 1220 775 u.1 0061 65.9 906 96.2 749 78.7 906 a.2 736 OLT On O ss 729 711 906 71.1 Ifo 429 908In 127.1 a1 13x.5 761 105.9 a1 112.5 738 90.9 al25 X74 S81 09.5 713 70.0 u1 51.0 703 020 061 76.1 094 06.1 eet 06.5 675 9906 at 06.7 872Z82.7 810 83A 574 069 616 721 361 0671 61554 511 616 561 615 16.0 616 60.9 837 41./ 648 47.0 530 41.5 816 30.2 511 2SA 610 36.6 a7I4- � Z96N alt 506 70.1 506 06.8 Sa 69.1 499 IL7 Sa 51.4 491 12.6 Sa ISA 183 37.9 306 11.4 470 3171 5a SLI 470 20A 509 SSA 3a 70.5 172 21b 066 20.7 M7 faN 47.p 149 48A 105 3/.0 M9 41.2 70894.2 410 95.7 393 20.9 M9 31.7 387 20.5 449 288 362 23.9 149 19.1 377 20.0 MO 22.7 N8 20.4 701 16A149 1L9 358 o111 N N.1 /26 15.0 185 96.6 115 77.0 310 31.5 425 32.0 373 27A 425 29.1 167 21.6 126 29.2 962 221 {25 21.0 706 IIIA 425 20.7 126 fe.0 347 110N 3{.9 206 33.6 731 20.1 364 29.6 326 24,9 Vol 20.6 321 21A 3601 22.0 317 10.E 41 306 20.5 313 17b 906 10.7 300 Q •a J44 In 207 251 20A 233 1L9 255 17.1 230 ANCHOR CAPACITY ADJUSTMENT FORMULA: 149 TABLE 18B ANCHOR CAP._,, AnehorCa acl Tabl9lb9 vrwaoa Meld (DP )I >=ANCHOR CAP.- StO.InM: 2.)k O.- to 3.6k Conn. Hww CMU MULLION CAP.,,,,,,,, 5110 ENO 111.88 ENo ylO'Eko 1N'BH Eko WOBWI 0128NM 012 SN• Alpllr Typr 3118 Eko lAoeem UYr06 3I10•Eko Ul0w" 114-ENO UNK06 �� UMrecan A901401Nr Saw(OSI Ser•1051 8erw(tL9 USE THIS FORMULA TO OBTAIN THE'ANCHOR Aneho7Cllp Paltems CAPACITY REQUIRED"CORRESPONDING TO AN Eao4 p4tY e4INI: r 2f7Y 11A r 20672 r x417 2' 3.116• T o.w O.SY 0.3x1' ACTUAL PRESSURE REQUIREMENT FOR THE Emboln4rlt(h 1JN' 11414• 2 1114' 1-IIP t-1/4 1.1!4• 1-1/1' 1.114 2' 14fP 1•LS' terNt 2 An4tpr/g 5'MN O.C.l(2)2K6 AnIIN glpe/fig.11: SBD 9• 990 RM 430.4 09D 156 1700 be O b 280196 754.4 7101M 371 20 W9 046le. 3/f 9• M21O4 SBO b OPENING,WHEN ITHE T IS LOWER OFT THE SELECTED MULLION /Arofrw4 g Sb'Min O.G/81213 MON I,lpt I(Fb.27 7BO N4 leo Yre 790 b IO701o/ 252361 510 9• 060 YM WA 1120 0• 7N 1W 560 4.06 1a21M e52 0w 883 Mn 1120 b MULLION.IT WILL YIELD ABM MINIMUM ANCHOR ED aAdwa x.7r MN o.c.7(212k6MON 7 ff4 3L 1+20 W 1f201M 90606 22191a 22510M wA ea Ne wA 1059191 wA 1720 N4 wA ton b 132E•1 1080 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCE'REVISED a CanFl7irr9 wish We FW9i& H�aainecea� 16•o21b.o3 FIGURE 1: TABLE NOTES: Ion Veell ACa14 Ex' Ion e 202) • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Dy Mi1m' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: • ••• • • • • • •• _--!! O M S N EE SHEETS 21-23. ��Q�.1 1.YIdN nq�l 3)MULLION AND Ml1LLION CLIPS SHOWN ARW OT TO SCOLE.f RIEXiCT W GN IC 8•S HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENS7ONALdWTWCTIONSISHOW WON SHEETS 21-23. .125'QBAY \'` • C N q •(��5 • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCAT9ON11. • • • ••• • - 4)SUBSTRATES:CONCRETE SHALL CONFORAI TO AGT361`SPEG'MAT*%S.H&AV AW GROUT-FILLED N`.Ii3��`' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED _ /] IY• • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 808375 AND BE A M611MlJM OF.125' -xi .A THICK.STEEL STUDS TO BEAMINIMUMGRADE33AND.045'THICK(18GAUGE).STRUCTURAL STEEL TO BE AT ;'!l,/; LEAST.125'THICK AND ASS.ALL ANCHORS IMO IIIL•f11L SHALL L•XfEND AT LEAST 35EREWOfA�ADS BEYOND P u7G}EGF ; THE MATERIAL.#10 6#12 ANCHORS INTO WdPD MJiY BE STEP•L•18S%%.(It 410 S.S: � ��`�''•.h7,ORtO1*.•''�C�, ' ANGLE CUP(FIGURES 1.3)MUST BE USED IN PAIRS. E. 000 •• :• ••• ••• • • A,tl'N�Ily(1JlER;�. FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --I 1.000' r-- --1 1.000' r - 1.000• r-- -( 1.000' r'-' I .125' e .125' .125' �>! 3 2.760• 2.750` .125' 3.125' 3'188` 25' d "IIIA .126' [1125. 2.11819wit, N2:pp' 2.000' .265' 00.125' Z �.125' L 6" .375' '� .500' O W T T T J = 1'X 2'X.126'MULLION 1'X 2'X.376'MULLION 1'X 2.75'X.376'MULLION V X 2.75'X.858`MULLION 1'X 3.125'X.6'MULLION 1.25"X 3.1 Or X.285'MULLION 1.26'X 2.11'X.125'MULLION Q t'n 80X.12 ALUM. OW3•T8 ALUM. 6083-TB ALUM. 6883.78 ALUM. OW3-T8 ALUM. 8883.78 ALUM. 8083-TO ALUM. o O X-SECTION XSECTXk1 XSECTION X-SECTION X-SECTION X-SECTION X-SECTION Go 171 C O � J �---.125' -�-{x.125 -.1 l-.125- N 7 TABLE A Z W g I 2X5 ANGLE CLIP Dimension Value(in) For Mullion: 0 W STANDARD CLIP 8083-TB ALUM. _ 8083•TS ECTIONI. 2.125" XSECTION A 1.825 d Z 2.000 X-SECTION 2• ucLIP 1'XY X.12b' t- V I 808&TB ALUM. .125' B 2' Aluminum ZZ Q O! O .125' X-SECTION C 0.895 Tube Mullion Q Z� 22 D 0.740 y QZko 126'r I Q A 1.125 1'X2X.376' LU O 8 88 -I.740"I- B 2.401 Aluminum w J N ai 6.500• C 0.835 Tubs Mullion U Q CUTHERE .375' 5.000• O O .375• 3.125' -�I _CREATE F-CLW.SEE MIN. F .375'MW. D 0.490 a Z .y y MIN. DE7AILF,SHEET4 A 1.87$ 338'MW. B 3.000 1'X 2.75"X �-> r--------1 r- U-CLW A h-------- L- ------J � L-------J A A I 8083-TB ALUM. `- -----`--- 2X5 ANGLE CLIP EA 0.757 .375 Aluminum TOPVIEW 8083.78 ALUM. 1.118Tube MUYion TOPVIEW- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .460 Mil. STANDARD CLIP8083-78 ALUM. DASHED BOUNDARY.SEE SHEETS 5 FOR THE 1.312 1•X2.76•X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 11118'. 3.000 .850'SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED 0.478 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER•1118'. SHEETS 5-17 FOR THE TABLE B D 0.836 ANCHOR O.C. DISTANCE.MAXIMUM POT Parts B 2.837 1'X3.126'X.000 �R�MnK VISBD ANCHOR HOLE Mull Dimension shoat "COI" wilYb FYdlr 5.5DO'� .375' ( .600'Alum Building Code DIAMETER:ANCHOR Mullion Std.Clip OMwt Cllp U Cllp Angle,Cllp C 0.883 140-ow-p-03 .375• MIN. DIAMETER 1/18'. Tube MUY Acano No MIN. 1"X2"X.125"(5) 88605 888113M 8861118M 868243M 888511M p 1.137 psi' D.le rjD2! _, 1"XT X.37b"(8) 888008 888114M 8881119M 868244M 888512M A 2.826 By _--- ------- ----- I 1.25X3.188' Mi Dade Product r----- I 1"X2.75"X.375"(7) 66807 668116M 6WI120M ON245M SM13M B X.285'Alum 1 �681121M 888248M 888514M C 0• Tube MWI AA7 1"X24�'X.(6): • ^Y i LYNN --- --- D 802 e 1"X15.125"X. (0 • 7 ��•ep,1 6881114M 666242M 686515M D 1.782 \. Off\ •.••• ••.. I i I i I i" 11 1.26'X2.11' `�',..•\`G@NS@ ->Y I I 1.25"X3.168 X.2815 (. 1AI i117�11 e881113M MU41M 686516M A 1.613 A21'Alum Tube Mull Nom-'810'. I 1.28"X 2.11"X.126"(18) 69370 WA WA WA 888517M - - .�- U u^ C OFFSET CLIP NOTES: 1 Lu 6063-76 ALUM. '-� fff - .125• • ••• •• • ••• ••• HALO = I TOPVIEW 1)HOLES TO BE DRILLED IN THEIFIELNFOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .740•-I•�+-1 • • 4• . J6Y 4§ DISTANCE 'c�s• 2)SEE SHEETS 5-20 FOR SUG6ESTECILAPPRbXdMA H E ION AN O.C. . /I � A.11'NKIn1y��iR;I'.E. 3)SEE SHEETS 2-4 FOR GEAAA WSl'ALLATION MtTHODS • • FL P�E.#58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• �{ 1.000" f~ --1 1.000' 1.aer- .0 • '`" .126' -"I F'--.126" �` �' • .082' I g � 4.000 1 '125'STANDARDCLIP 2125• 2X5 ANGLE CLIP bEel 4.000' 2.825" 2.000" 6063•TOALUM. U-CUP 2.000• 4.000' 8083-T6 ALUM. .125' I X•SECTION I 6063-T6 ALUM. XSECTION .126' N ,125' X-SECTION (1) W .125' .126' .031' O 125' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE i = 125 DASHED BOUNDARY.SEE SHEETS 620 FOR THE : N .375' '1�" -376' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR LU m HOLE DIAMETER:ANCHOR DIAMETER+1/18'. - /n OO 0 V X 4'X-125' 1'X C X.375" 1'X 4X.376' 5.500' 6.000" 375' O (O J MULLION MULLION 'T-MULLION CUT HERETO 375• 6063.76 ALUM. 8083.78 ALUM. 6083-TB ALUM. .376' 3.125'--y_CREATE F-CLIP,SEE II MIN. y X•SECTION X-SECTION XSECTION MIN. DETAIL F.SHEET 4 1 Z LU y9 3� W .375' -----------i 376' 1.260' r------� CENTER OF r I � 1 r_______ I I 1 ANCHOR HOLE j I MIN. a Z 1.250' t2W I I 1 I 1 MUST LIE WITHIN I J r I I I I THE DASHED I 1 f•' V F I i I BOUNDARY.SEE I P SHEETS 5-20 FOR F I _______--j Z Z o 2.875' 1 } I --- I THE ANCHOR O.C. 4 I Q ..� I I I I I F I DISTANCE. I 1 y Z 3.94' I I I I I MAXIMUM 1 1 1 I ANCHOR HOLE 1 J N rle n 3.250' 3. j I I I I I DIAMETER: 1 I I t I ANCHOR c_____________________j U O Q .700. 00' .100• L -_----J L_______J DIAMETER,1116'. Q ZPuxi •1�I4' 824' rC STANDARD CLIP U-CLIP 2�TOPV EWM. � �- Z.E..TER,OFANCHOR HOLE MUST LIE 6063-T6 ALUM. 8083.78ALUM.--I 820' F•� �I .820' F•- �1 •820. 1--' N HE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW ---ISHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. X 3.25'X.100' 1.25'X 3.25'X.824' 1.26'X 3.94'X.824' DISTANCE.MAXIMUM ANCHOR HOLE mansion Value On) For Mullion: gmenelen Value(In)For Mullion: MULLION MILLION MULLION DIAMETER:ANCHOR DIAMETER,1118'. 7 EF 1.93 1. 60D5-T5 ALUM. 6005-T5 ALUM. 6005-T6 ALUM X-SECTION XSECTION X-SECTION G 1.000 .129' 0.500 X.624' H 2.680 Alumhem1.438 Aluminum 3.489, 5.500" I 3.000 Tb 3.260 Tube Mullion 2.661"-1Q- 1 .375" _ .376' F 3187 1•X4 X2.625 1.25'X 3.94- MIN. G 0.757 .315'1.377� 126" H 2430 Aluminum1.500 Aluminum---- ---� I �------� 3.250 The MWNon I 3000 Tubs 3'T a complying with me Fleride F 2.250 1.26'X3.25' 2.813 30'Be Mull Building Code IG-clJ3.03 O .760X.100' F 2.875 45•Be Mui P�, patee •c.NoH 1.500 Aluminon125' 2.260' i I 3.250 The Mulllon BK.yIIIIH IMi Dede ProductI3.260"qs'BAY M • •I• • • TABLED PGT Pelta �� yNN MI 30•BAY MULLION ----- •- -•-_ateYull OYnenebn8083.76 __•� � ( ENS <8083-TB ALUM I X•3EC • • • pheetp Mullion iW.Clip OMwlClip lFGllp Angle COp \ •, GEX-SECTION • I• • 1 F51fT CLIP• • 1'X4'X.125'(10) OWN 666111M 6651122M SM41M 668516M �� .• y1 i'X4'%.376'(11) 88810 663112M 6061123M 668242M OW19M � H0 X0705 T .tt •• BOBST6 ALN.• •• _ 7 .228'J �•«.987'� TQM 1'X4-X.378'7(11) 88853 666112M 601123M 600242M 666S19M .226'J �-.981" •74� 1.25"X3.25•X.100•(13) 20150 6681127M 8861124M 0082410M 666S716M = �/�; IY NOTES: �� ,bI I k LL1-- • ••• •• • ••• ••• 1.28 X3.25 X.624'(14) 20181 050112SM 6661125M UN411M 6566116M •O 0 1`F 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • • • • • • • 1.28 X3.•1'X.628(16) 20182 6661117M M1126M OS8241M 806517M •A 9 jr U • • •• • • • • 30 Deptss(19) 88819 WA WA WA Q665110M X',.•..FL...... 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • S, A \. • •• • • • • :• :• 45 Degree(20) 880 WA WA WA 660S711M A.LYN1Y \R,A.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ••• • • • FL P.E. 58705 0.0 • • • • • • • • • • TABLEE � Mull Dimension POT Partly (sheet#) Mullion Std.Clip U-Clip Angle Clip r' '125• IJT -j r-.125"2"X4'X.25'(16) 66602 686261M 666271MSTANDARDCUP FU-CLIP 2X5 ANGLE CLIP 2"X6"X.25"(17) 66604 666282M 668272M 8885113M 8083 TB ALUM. 6063-TB ALUM. 6063-TOALUM. M�2.00x' X-SECTION 2.125' X-SECTION 2,000' X-SECTION D:Lo NOTES: .126" I .125' .125' N 1 4 m1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING L DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z N 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1.490" LU 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 , CUT HERE TO 5.000' _ 375' W ap 3.500' CREATE FILLIP, MN m Z M 2.000' 't I_SEE DETAIL F, .375' rC .375' .375' I� MIN. SHEEia _1 MIN- J Z 7 ----------------- i-------- ------ -------i --I-- i---- i Z f •' � o z a z 4.000' 3.438" @ + 3.438" Q j--------� Z U .250' 2"X 4"X 25' i --- - I 3.438' i I Q Z!..Z o MULLION I I Z y jj0 a� 8083-Te ALUM. j I I I 375" [7 a XSECTION I L_____________________J MIN. w O Y Y �- STANDARD CLIP 2X5 ANGLE CUP V Q Q Q U-CLIP,6063-TB ALUM. a �2 CENTER OF ANCHOR HOLE MUST LIE 6063-T8 ALUM. SED FOR 2"X 4"MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 8083.70 ALUM. .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW mO SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS E.M FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE EE w DIAMETER:ANCHOR DIAMETER*1116". WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+ SHEETS 5-20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DIAMETER•1/18. 5.000" .375' 3.500' CREATE FILLIP. ,375' .375' _SEE DETAIL F. MIN. MIN. MIN. � SHEET4 376' j I I I I ODUCTREVISED I j .complying with the Flaridr I I Hnilplanwde (fe-O�Ig.03 j I I I ACt n ilt0 No I I I I iNio•,Dme Q0�' I I I I 6y .260' 8.000' -i-- T- --i_ 4.688' Q r 5.438" f ------- i Mlrl U lhedl r r, I I • 5.438" i I - • •• 5 ."• • pN Mq I e • • • • • i i ` '�� ''�GENS••-•!F 2•Xe•X25" I I MULLIONi I • • • • 1 I 8083-TB ALUM. • I • I I IJO.56705 XSECTION I •• •• • • • I I .375 �_ • • • OR50 •• • • FC P'. STANDARD CLIP •• • • 4UP • 2X5 ANGLE CLIP .250' 8063-T6 ALUM. • • • • • • • •6063j8ALUMi 8083-T6 ALUM. TOP VIEW • •• • • USEWOR 2"X 6MrRUOr-MiEET 17 TOPVIEW A.LYIfI�FhILLER,iP.E. ••• • • • TOeVIEW • FL P.E.#56705 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-80.0 PSF.NO ANCHORS 11 HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32'+32*1'=85.REFERENCING SHEET 25,THE COLUMN USING n RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT(SAT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REWIRED DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. '--SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.76'X.375-MULLION(LENGTH=72",OPENING WIDTH-70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSF AND WOULD Q ci FENESTRATION DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. S a PRODUCT'S SHEETS �Y APPROVAL z 3 FROM TABLE 4A,SHEET B.THE 1'X 2.76'X.660'MULLION(LENGTH=72,OPENING WIDTH-70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE Lo 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. N MULLION tf m LENGTH ^ 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)Ai2 ANCHORS AND THE 2X5 Z N a ANGLE CLIPS WITH(4)812 ANCHORS HAVE A CAPACITY OF 855 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. O oEi�Ls 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 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 j = 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D: N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-80.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, GO w c 0 NO ANCHOR8IN W WIDOW BILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF BO PSF: U) 32•-'I MULL NRDTH (60 PSF)X( 638 LBS)=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) Z) OPENING WIDTH 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.3/8".THE OPENING REQUIRES A 2 Z DESIGN PRESSURE OF+50.01.55.0 PSF. a FOR THE VERTICAL MULLION: ~ Q 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 38'+3G+1'=73'.REFERENCING SHEET 25, Q Z �3V 0 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/6'AND WILL LU MOM EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0655.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 8 w a FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH=807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF d' MULL MOTH-1FROM AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. N y IL U � ¢ O O FROM TABLE 12A,SHEET 18,THE 2"X 4"X.250'MULLION(LENGTH-108",OPENING WIDTH-S07 HAS ADESIGN PRESSURE OF+1-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z y`yn SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �_ A DETAILS, 32SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 38'+36"+2'=74',NOT 73 AS PREVIOUSLY '> 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN rl NTHE 73'DIMENSION(35.1/2"+35-1/2+2'=73').II2)USE TABLE 12B 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 WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION _ USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER.AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LHS. 6 DETAILS, DETAIL E. FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 2.3 SHEET HEIGHT 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 FOR MULLION TYPE COULD BE CHOSEN. M LLIZ. PRODUCT REVISED MULLION T2' ea comMYu�{wiN 9e Flarl� 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72'+2"=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE Buildina Code USED.FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250'MULLION(@ LENGTH-42'•OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Acro�w Nu IG•O Rl S•O J REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pinlion Dale DET-'.. 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' By sHEET6 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mico Dade I'X k1 I 23 (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED W 1 III 1 1 I ANCHOR CAPACITY OF 521 LBS. •• ••• • • • • • •• \��UNC -YNIV 41 L."'OPENING 0'.HOaz. 3s.Haaz —J 4)FOR THE U-CLIP IN THE HORIZONTAN MULLION TA VER?ICa1l IRULL N 411y� ME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE ULLIP SHOWS THE ANCHOR LLLENGTHMULL LENGTH---IIICAPACITY IS 1074 LBS WHEN USING 3 AI�CHORS,qlICF;IS LREfE%A1•�TF REF SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LSS.THE WIDTH FOR VERTICAL MULLANCHOR TYPE IS A B12 STEEL SCREW. • NU.53705 •• ••• •• • • • •• .�` FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; ��.• !1 p ' ::.!U; +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU: ;n +/-170.0 PSF FROM THE 36"HORIZONTAL MUWOW OTjACHINGTQ&HE VritTICAL MuAt"(IWIMECTION). ��; ATF V� ;J` THE LOWEST DESIGN PRESSURE IS 41.64.7 P`F ANP WOULD ABPLY T04ALL OF THE MLI&LIONS.• ,LO(t\V,,.' • • •• • • • • S CJNnI. VERIFY THE DESIGN PRESSURE OF THE FENESTRANION PRO9UCTlS USEDMTIRTHIS%ULL SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �i PRODUCTS,WILL APPLY TO THE OVERABL ASSEMEVP FINAL OESI&N ftAURE RE 11ES T THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MIULEk,P.E. ACCORDANCE WITH THE INSTALLATIONSPEEIFICATIONS INTO IZESPEE SUBST�S AND-FENESTRATION PRODUCTS TO MULLION. FL P.E.S 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL TRIANGULAR LOADING: I PW p I PW �• PW I 6= I � u eq SH/DH SFWH SHIDH SHIDH PW PW Z N y l O w Q Q Q Q _ In m g LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED j DOOR I SGD Z " LOADING OF VERTICAL MULLION W Z PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION d SS I Z � Q Qf O PW I Q alb I Z PWPW Ac« 1 PW C7 L s— SHIDH SHIDH I Q O Z O O SHIDH SHIDH I QQ SHIDH E � LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 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 I P HINGED I NOTES: C'kGOUCT REVISED DOOR PW PW as cofMlyuis with dw FWWa 1)DRAWINGS ARE DuildngCode I RERESENTATIONS OF TYPICAL �Icc No ,p3 PW CONFIGURATIONS. int' Dale i• j - CONFIGURATIONS NOT SHOWN I MAY BE EXTRAPOLATED FROM Mlwa' THOSE SHOWN. I• •• /i ••• / 2)IF THE LOADING TYPE CANNOT �N��\`y LYWN 41/, FE� t{ • • BE DETERMINED.USE PW / •• • PW RECTANGULAR LOADING. ��,.' ��CFIJSE •.••p PW •• y• • •• 3)SEE PRODUCTS APPROVAL FOR No.50705 ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 0- PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j ••�, N '.l!1 t S II ••i •• •LQftING QF'VERTICAL�• •• LOADING OF HORIZONTAL A�LslNNIIRI�.E. MULLION MULLION FL KEN 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •