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WS-16-1438 Inspection Worksheet U i/ Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-259681 Permit Number: WS-5-16-1438 Inspection Date: July 06,2016 Permit Type: Windows/Shutters Inspector: Mesa,Michel Inspection Type: Final Owner: VILLA,ORA CATHERINE Work Classification: Window/Door Replacement Job Address:1700 NE 105 Street 511 Miami Shores, FL Phone Number (825)325-3607 Parcel Number 1122300500870 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone:(954)792-4415 Building Department Comments REPLACE 9 IMPACT WINDOWS SIZE FOR SIZE. n fracuo INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid � S For Inspections please call: (305)762-4949 July 05,2016 Page 1 of 1 4 Miami Shores Village "� eri9 tyc 10050 N.E.2nd Avenue NE �+ +�r Miami Shores,FL 33138-0000 A�F P > � � "v Phone: (305)795-2204raw 61101 Expiration: 1 07/2016 Project Address Parcel Number Applicant 1700 NE 105 Street Number: 511 1122300500870 Miami Shores, FL dock: Lot: ORA CATHERINE VILLA Owner Information Address Phone Cell ORA CATHERINE VILLA 1700 NE 105 Street (925)325-3607 MIAMI SHORES FL 33138-2145 1700 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 8,890.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 9 IMPACT WINDOWS SIZE FOR S Available Inspections: No of Openings:9 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Structural Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 DBPR Fee Invoice# WS-5-16-59917 $2.85 06/10/2016 Check#:30098 $292.10 $50.00 DCA Fee $2.85 Education Surcharge $1.80 05/25/2016 Check#:30097 $50.00 $0.00 Permit Fee $190.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $12.00 Technology Fee $7.20 Total: $342.10 In consideration of the issuance to me of this permit, I agree torform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, atements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done b either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WIND DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inform i accurat and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the abov ontract r to do the work stated. June 10, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 10,2016 1 C EIVlIA-, Miami Shores Village I=X016 111 Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 �Lt BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1-7 O L)C—*� 10 S ST Q l � �11 City: Miami Shores County: Miami Dade zip: 5139 Folio/Parcel#: o i'-L2-5c).OS© -C7�1 O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Ine A C° \)'w �k A Phone#:92,5•NS co 6'Address: I-NO O A-15- 10 S ST ulnl I 1t S i City: I-A'l q nl a S lii Z rC-> State: zip:b?)i 3 Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 -x2--L3 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New FE1 Repair/Replace ❑ Demolition Description of Work: REPLACE 04 '1�M P� �� Lk) a Sig 9- Specify color of color thru tile: Submittal Fee$ n '� Permit Fee$ . � CCF$ `a° 4 CO/CC$ P Scanning Fee$ 12- • C� Radon Fee$ v i� S DBPR$ - v�� Notary$ 16 Technology Fee$7 - 2-U Training/Education Fee$. �� Double Fee$ Structural Reviews$ � - .CJO Bond$ TOTAL FEE NOW DUE$ 2-912—. (0 (Revised02/24/2014) a Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature L`/ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 3 day of �t ck( Q ,20 6 So by Z``5' day of i-�GG�� ,20 ( (0 by Di G C I l�4 who is personally known to Wct�:?Y1.2 t �v r C�i-f,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �� Sign: I(I Print: f�'j✓ �U ��a' Print: C&Lf (lata W"t Vh n4 otPav pis ANTONIO HERNANDEZ Seal: �9 Seal: � %"�":�'� u1Nel �' 16 * * MY COMMISSION;#FF 164915 EXPIRES:October 1,2018 M * 191aE N ,ypub Bonded 7hru Butlget Nohry Services APPROVED BY (L "� Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) Al 4/7/2016 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:4/7/2016 Property Information s *yf> ` Folio: 11-2230-050-0870 ' Property Address: 1700 NE 105 ST UNIT: 511 Miami Shores,FL 33138-2145 Owner ORA CATHERINE VILLA „F., - - 1700 NE 105 ST 511 Mailing Address MIAMI SHORES,FL 33138 USA Primary Zone 4900 MULTI-FAMILY- CONDOMINUM 0407 RESIDENTIAL-TOTAL VALUE Primary Land Use :CONDOMINIUM-RESIDENTIAL 41 Beds/Baths/Half 2/2/0 iv Ild 1061 Floors 0 Living Units 0 +._ Actual Area Sq.Ft Lhring Area 1,154 Sq.Ft Adjusted Area 1,154 Sq.Ft Taxable Value Information Lot Size 0 Sq.Ft 2015 2014 2013 Year Built 1965 County Assessment Information Exemption Value $43,846 $43,3001 $42,291 Year 2015 2014 2013 Taxable Value $25,000 $25,0001 $25,000 School Board Land Value $0 $0 $0 Exemption Value $25,000 $25,000 $25,000 Building Value $0 $0 $0 XF Value $0 $0 $0 Taxable Value $43,846 $43,3001 $42,291 - CRY Market Value $127,345 $127,345 $77,090 Exemption Value 1 $43,8461 $43,300 $42,291 Assessed Valu® $68,846 $68,300 $67,291 Taxable Value $25,000 $2.5,0001 $25,000 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $43,846 $43,300 $42,291 Save Our Homes Cap Assessment Reduction $58,499 $59,045 $9,799 Taxable Value $25,000 $25,000 $25,000 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $18,846 $18,300 $17,291 previous OR Book- Note:Not all benefits are applicable to all Taxable Values(i.e.County,School sale Price Pae Qualification Description 9 Board,City,Regional). Corrective,tax or QCD;min 10/05/2015 $68,500 29804-4931 consideration Short Legal Description 06/19/2014 $100 29209-3857 Corrective,tax or QCD;min THE SHORES CONDOMINIUM consideration APT 511 5TH FL 08/01/2007 $197,000 25843-3647 Sales which are qualified UNDIV.0110%INT IN COMMON 04/01/2003 1$140,0001 21158-1020 Sales which are qualified ELEMENTS CLERKS FILES 64R-124472 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.rniamidade.gov/info/disclaimer.asp Version: rt Villa Residence 1700 NE 105th SL#511 f I ; Mfami Shores,FL 33138 w T Change out: �L E 9 windows. 5/19/2016 no size modifications Type W H MAY 252016Mark AERM 1 CA 36.8 50.5 • 2 PW 57 50 B)': i _ 3 CA 36.8 50.5 E 4 CA 36.8 50.5 i •� I 5 PW 57 50 6 CA 36.8 50.5 1 7 CA 36.8 50.5 8 PW 57 50 _..._.......r..._.. 9 CA 36.8 50.5 10 1x4 Al.Mull. 46.9 50.5 3 1 i r i 11 1x4 A.Mull. 46.9 50.5 j -_i _.._ _......_`1 __._..._.... ..._ ._. ... ......... ... 12 1x4 Al.Mull. 46.9 50.5 "-" 13 1x4 Al.Mull. 46.9 50.5 T)R cc H P'E R.� 14 1x4 AI.Mull. 46.9 50.5 t { 15 1x4 AI.Mull. 46.9 50.5 JFU _._...... _. __..2.............._......._................_._ ...... ....._... KCO ;- - I i } IN '_._ _ ® Adam• °°®,� i I �'°� e��G�ENs••�/��s� __.._ _.. _ NO 77012 - 1 •• ••.•. w• • • ._� _�• � �LI : ••• ..• • '� P. • •• • • • • • • ®®° •• AL y?� 1 of 3 Specialty Engineering Consultants,Inc Contractor •1599 SW 30 Ave.#20 • • ; ; •;• ; ; Florida Home Improvements Boynton Beach,FL 33426 7 10_CC FIVHZ Villa 321379 • • • • ••• • ' ' ' 4070 SW 30 Ave D.Adam LeBlanc,PE#77012 •:• :• •: ••• • • • • Hollywood,FL 33312 FL CA#0009217 Home OwnerVilla Residence Contractor Florida Home Improvements Address 11700 NE 105th St.#511 4070 SW 30 Ave Miami Shores,FL 33138 Hollywood,FL 33312 Date 5/19/2016 Job# 321379 Specialty Engineering Consultants. Inc. •�vr S�� Window/Door WIDTH HEIGHT Window/door Allowable pressure Req'd Wind Shutter Product rated MARK replaced? Product Approval# see NOA Pressure,see calc's required? for impact? Comments SGD,mull (in) (in) (y/n) (+)psf (-)psf (+)psf (-)psf (y/n) (yln) 1 CA 36.75 50.5 y 15-0519.13 70 89 53.4 58.0 n y Living Room 2 PW 57. 50. y 15-0528.26 80 80 52.6 57.3 n y Living Room 3 CA 36.75 50.5 y 15-0519.13 70 89 53.4 58.0 n y Livina Room 4 CA 36.75 50.5 v 5-0519.13 1 70 89 53.4 58.0 n v Bedroom 1 5 PW 57. 50. y 15-0528.26 80 80 52.6 57.3 n y Bedroom 1 6 CA 36.75 50.5 Y 15-0519.13 70 89 53.4 58.0 n y Bedroom 1 7 CA 36.75 50.5 y 15-0519.13 70 89 53.4 58.0 n y Bedroom 2 8 PW 57. 50. y 15-0528.26 80 80 52.6 57.3 n y Bedroom 2 9 CA 36.75 50.5 y 15-0519.13 70 89 53.4 58.0 n Y Bedroom 2 10 1x4 AI.Mull. 46.875 50.5 y 14-1105.01 170 170 53.0 57.6 n y Vertical Between Windows 1&2 11 1x4 AI.Mull. 46.875 50.5 y 14-1105.01 170 170 53.0 57.6 n y Vertical Between Windows 2&3 12 1x4 Al.Mull. 46.875 50.5 y 14-1105.01 170 170 53.0 57.6 n y Vertical Between Windows 4&5 13 1x4 Al.Mull. 46.875 50.5 y 14-1105.01 170 170 53.0 57.6 n Vertical Between Windows 5&6 14 1x4 AI.Mull. 46.875 50.5 14-1105.01 170 170 53.0 57.6 n y Vertical Between Windows 7&8 15 1x4 AI.Mull. 46.875 50.5 y 14-1105.01 170 170 53.0 57.6 n y Vertical Between Windows 8&9 NOTES 1 Replace e)dsbng doors or windows as designated with new doors w/current Miami-Dade product approval or State of Florida product approval 2 No change in rough opening sizes were made. The wdsting opening is not to be modified. 3 All door frames to be attached through existing wood bucks with a 3/16"diameter"Tapcon"screws minimum embedment into the concretelmasonry shall be not less than 1-1/4". Quantity and spacing of fasteners shall be in accordance with the NOA and/or manufacturer's specifications. 4 Shutters or impact resistance is required in accordance with the"E)dsbng Building Florida Building Code"section 507.3,"area replaced is greater than 25%of total aggregate area". 5 Wind design pressures are calculated in accordance with ASCE 7-10,Method 2,see attached calculations. 6 We have attempted to accurately depict the field conditions based on information submitted by others. This information may be lacking but we respectfully submit that this does not impact our calculations. If there is a substantial difference,then notify this engineer for a revised plan/calculations. F,dam �4�°°s®®® No 2 . .. . . . . . : MAY 9 201 . .. . . . . ... . STAT a • • • •00 • • • • • •• • • • • • • ��©r000BBZBaa� Specialty Engineering Consultants,Inc ••• • • • • ••• • • 1599 SW 30 Ave.#20 • • • • • • • Boynton Beach,FL 33426 7_10 CC HVHZ Villa_321379 ; :•••: : : : :•••: 2 of 3 D.Adam LeBlanc,PE#77012 _ _ ••• • • • ••• • • FL CA#0009217 K Component and Cladding Pressures,Wall and/or Window components in accordance with ASCE 7-10 w/mean roof height<60 ft Home Owner Villa Residence Contractor Florida Home Improvements k KqE Address 1700 NE 105th St.#511 4070 SW 30 Ave o Miami Shores,FL 33138 Hollywood,FL 33312 Specialty Engineering Consultants, Inc. Date 5/19/2016 " �~ cul S� Loads specified are for Allowable Suess-0.6+W ult 2.4.1#7 0.6D+0.6W Zone 4 Zone 5 For theta<10 degrees the GCp values have been reduced by 10% Unbreached Unbreached Effective Area Opening of component GCp GCp GCp P P P P Mark width in heightin ft^2 Area Used (positive,4&5 (negative,4 (negative,5 positive negative positive negative 1 36.8 50.5 12.9 12.9 0.87 -0.96 -1.21 53.4 -58.0 2 57.0 50.0 19.8 19.8 0.86 -0.95 -1.18 52.6 -57.3 3 36.8 50.5 12.9 12.9 0.87 -0.96 -1.21 53.4 -58.0 4 36.8 50.5 12.9 12.9 0.87 -0.96 -1.21 53.4 -58.0 5 57.0 50.0 19.8 19.8 0.86 -0.95 -1.18 52.6 -57.3 6 36.8 50.5 12.9 12.9 0.87 -0.96 -1.21 53.4 -58.0 7 36.8 50.5 12.9 12.9 0.87 -0.96 -1.21 53.4 -58.0 8 57.0 50.0 19.8 19.8 0.86 -0.95 -1.18 52.6 -57.3 9 36.8 50.5 12.9 12.9 0.87 -0.96 -1.21 53.4 -58.0 10 46.9 50.5 16.4 16.4 0.86 -0.95 -1.19 53.0 -57.6 11 46.9 50.5 16.4 16.4 0.86 -0.95 -1.19 53.0 -57.6 12 46.9 50.5 16.4 16.4 0.86 -0.95 -1.19 53.0 -57.6 13 46.9 50.5 16.4 16.4 0.86 -0.95 -1.19 53.0 -57.6 14 46.9 50.5 16.4 16.4 0.86 -0.95 -1.19 53.0 -57.6 15 1 46.9 1 50.5 1 16.4 16.4 1 0.86 1 -0.95 1 -1.19 53.0 -57.6 V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-la ( 1.0 P:=q h 1GCP_GCp�l Risk Category 11 Table 1.5-1,page 2 Exposure D Section 26.7 Length of Building(ft) 260 Width of Building(ft) 240 5 Mean Roof height(ft) 50 i® 4 e®vaeaolaa®®o Kz 1.27 Table 30.3-1 i O % Ndam as-Bo Kd 0.85 Table 26.6-1,page 250 i i a o el • -,(9 ®®� %% Kzt I Figure 26.8-1,page 252 C. 1 5 `®® pAl •••\G E n/S'•�i ,®® pitch of roof 0/12 0.0 degrees O Qp o / theta 0.0 degrees v 77 12 0.9 Red q.M faLRlj-jo4 of j&j i i ••• 5 qh(psf) 84.65 Velo:ty Wind P*ssur•�meane.0hert 2 • ' Y GCpi 0.18 -%8 •i i .0•4 i i•• •• -0.55 See Table 6-7 pg 62 v al 24.00 l0%eAwidtI9 P• •• • • • •• S a2 26.00 10%of width 2 •• 4u a3 20 0.4'mean roof height •e!•' p, a 20.00 Emi Zonadstance • *00 ••• ••• %• I Q•A\�®�0�0 • • • • • • o ,• 9� ••• i• ••i ••• ••i ••• ®OAo®�Vrea Specialty Engineering Consultants,Inc ••• • • • • ••• • • 1599 SW 30 Ave.#20 • • • • • • • . Boynton Beach,FL 33426 • • • ••• • • • D.Adam LeBlanc,PE#77012 7 10 CC HVHZ Villa 321379 0 0•••i 0 0 9 e••00 3 of 3 FL CA#0009217 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:1700 NE 105 ST UNIT 511 MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW 15-0519.13 +70.0 -89.0 +53.4 -58.0 36 3/4 x 501/2 NO 1 x 4 YES 2 .l. 15-0528.26 +80.0 -80.0 +52.6 -57.3 57 x 50 14-1105.01 3 15-0519.13 +70.0 -89.0 +53.4 -58.0 36 3/4 x 501/2 (+/-170) .�. 4 1� 1� 1� 1� 1 1 x 4 5 .l. 15-0528.26 +80.0 -80.0 +52.6 -57.3 57 x 50 .(, 14-1105.01 6 15-0519.13 +70.0 -89.0 +53.4 -58.0 36 3/4 x 501/2 (+/-170) .L 7 .l. 1l .L 1. 1� .L 1• .l. 1 x 4 J• 8 .l. 15-0528.26 +80.0 -80.0 +52.6 -57.3 57 x 50 14-1105.01 9 .j. 15-0519.13 +70.0 -89.0 +53.4 -58.0 36 3/4 x 501/2 .l, (+/-170) .. ... . . . . . .. . .. . . . . ... . 600 . •:0 .. •.• . *so . . .. . . % . . . . . .. • 000 • . • . Or . . . . ... . . . . . . -0-0; . . . .. ... . . ... . . FHA - DIAGRAM SHEET Y C=8oriieDa pia.�,aa-yren�ar®veamnc�rce MEASURING TECH MEASURE DATE gra CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS \1i/fp 3213 9 Gon.0 5 S , ke i _j..i-. ___�__ _ _��- V-.._}may--- W-�f�Cf•} V_••-F_..__- �� - _ _...-_��•__ r , , t i' , -,t ' -y--•-i--rte=---- -- ----' __ - ��--r- f T- `-� ii-t 0004*0 . � 1 k _•j_ : _ _ _ _ _____.I__: _.� -t-t—;-�_-�•--_--- r .-`... ----•- ---_...__�_ _ - _._ -�iiia.�.-. i.. :0Go* sloop 3 , - -� �• '_..__.--- ��-L--;��- --- .� +' -�-_-. --- �_-- . is--•` .+---._. . .�. ? y t x , i . I F 1 M IAM I•DADE MIAMI-RADE 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.miamidede.eov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 •• • SCOPE: . . 0 .0..' 0000.. This NOA is being issued under the applicable rules and regulations governing•rhe Use of CopSquction •, materials. The documentation submitted has been reviewed and accepted by Mf Mtr"ade CoVity RER ! Product Control Section to be used in Miami Dade County and other areas where Anffed by the A.uthorit;....: Having Jurisdiction(AHJ). 0 • 0000 0 This NOA shall not be valid after the expiration date stated below. The MiapLTpjoe CouptX.groducl.;..• Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miamr-JAde Cdkv#)kservu..... the right to have this product or material tested for quality assurance purposes. Lf Ws Product ov material . fails to perform in the accepted manner,the manufacturer will incur the expense o;such testingggl elle AHJ... • may immediately revoke, modify, or suspend the use of such product or material w4hit their jurisdiction,....; RER reserves the right to revoke this acceptance,if it is determined by Miami Dade r-oulhty Prodd=ontrol Section that this product or material fails to meet the requirements of the applicable building code This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No.MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA##13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0528.26 COMM COUNTY Expiration Date: February 19,2019 12 J1� Approval Date: July 09 2015 7yPage l y PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, jprepwed 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 An TOC,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,T4§161-94 •,;• 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 20244 along with marked-up drawings and installation diagram of an alamrnum txeli•• •• window,prepared by Fenestration Testing Laboratory,Inc.,Test Report N(?.' FTL-7212, dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 031145.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel'Perez Z-11 Product Control Exa -.er NOA No.15-0528.26 Expiration Date: February 19,2019 Approval Date: July 092015 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVH Glass InterIayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. forx(Vir "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 0672.540, •••••• expiring on 07/04/18. • 3. TREMCO Part No.TR-14271E EPDM exterior glazing gask(! j h lyingVith'the " •0.0 following: • a) ASTM C864 Specification for Dense Elastomeric CompreS"'Seal C:asUl, ..... Setting Blocks, and Spacers with Option 11 exceptions. •••••• • :0: ••••• b) ASTM D412 Standard Test Methods for Vulcanized Rubbef Ad Thermtdplattic Elastomers—Tension of 1600 PSI. """ • . . . . ...... c) ASTM D3 95B Test Methods for Rubber Property—Compressipn Set j'22HRS. 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional VulcanizW Robber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 20,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. (Submilled under previous NDA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. JWJIAW I .4A/i— man I I ef Por ,,VIE Product Controla91,26 r NOA No. 15- Expiration Date: February 19,2019 Approval Date: July 092015 E-2 GENERAL NOTES:SERIES 720/820 roESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW vAR1E3, RATED FOR IARGE&SMALL SEE SHEETS 2-S MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48"TIP-TO•TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY 48"BUCK WIDTH 48"SUCK WIDTH HURRICANE ZONE(HVH4 4T BUCK WIDTH 44,7/4"VISIBLE 4x-1/4•VISIBLE 4&114'VISIBLE 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT Wm7H LIGHT 11VIDTFI LIGHT WIDTH PRODUCrRBVISBD WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS m PIY�B with 9NorMa INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD -+i - 8"MAX. D, T►{ 8"MAX. F,MEET 8 2" ding Code LITE(CAP)MUST TEMPERED. B,SHEET 8 H.SHEET 9 Acaeplaaco No rJ" ,2o _ nrHm Date tLt 3)FOR MASONRY APPLICATIONS IN MI M-DADE COUNTY, l USE ONLY MIAMI-RADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS I BY a Rmdacl C E,SHEET 8 I E,SHEET B EDITION FB UPDATE WERE 30UTHFUtP1 PINE,ASTM C90 CONCRETE MASONRY A I A 06" C I SHEET 7 G.SHEET 9 O, EET 9 a61+1 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS SHEETS BUCK SHEET7 9B" 1 12 AT :07!02/16 4)ALL WOOD BUCKS LESS THAN 1.1/P'THICK ARE TO BE ,I HEIGHT JI — — BUCK CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE HEIGHT 93-114" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. --u---- 92.1/4' VIS/ -- W000 BUCKS DEPICTED AS 2X ARE 1-'1/2'THICK OR 12"MAX. / VISIBLE 12'MAX. , 93.114" VISIBLE v GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE b'MAX. I HEIGHT a DESIGNED TO PROPERLY TRANSFER LOADS TO THE 1 / HEIi#1T "�" / LIGHT G.C. ► / STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 8B- T HEIGHT � SUCK cr) ^Q� THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP TO ARCHITECT OF RECORD,(AOR} I TIP I I HEIGHT a sY � a 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I HEIGHT I I �•A n e7e0 O BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 1 0 N N y OC SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED I ..i. J_, O c`+S �j W ON ALLFOUR CORNERS OF THE FRAME INSTALLATION _ -- O J �a g ANCHORS SHOULD BE SEALED.OVERALL f I F.SHEET 8 ZLo Z@ d SEALINOffLASHINGSIRATEGY FOR WATER RESISTANCE OF g" B_.� �- 12"MAX.O.C. I '-_�D�( Imo- 12'MAX.D.C.T MAX H,SHEET 8 8 V x f!1 d G INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEETS MAX. SHEET 7 5"MAX,O.C. O- cY� .eN THE SCOPE OF THESE INSTRUCTIONS W 8)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION. ti> Y Z z o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UN ELEVATION(TESTED UNIT) NESTED UNIl1 z ri z F a SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING g Q O a APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: THEM BY THE WINDOW. GUIDE TO SHEETS: 12"G.C. SHAPES AS SHOWN BELOW OR 81MRAR.MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 24L ® z ca '-Is 7)DESIGN PRESSURES: GENERAL NOTES..._.._....W._.1 j�r ANCHOR SPACWG TO BE W MAX.FROM CORNERS AND 1T O.C.MAX.FOR ALLCURVED FRAME ? to N A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALLJCYCLE ELEVATIONS..........................1 /l `� MEMBERS.SEE FIGURE 1,THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS..........,._.25 8 Z ✓ E7300. DESIGN PRESSURES...............25 '12-O.C. WIDTH =-� )' _WIDTH--i �-WIDTH--•I I""WIDTH'"I B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE..........8 MAX. PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEO--..7 T ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INH.FIN A........8 O W 1 / I GI z 3 INSTALLATION,INT.FIN 6..........9 J� pp W IL 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...._....._......10 8" I x I x I I1 LL O DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES.._...._....10 MAX 1 i L J 1 L- -J X1 0 e� TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS PARTS LIST..._........._._......_._...10 1.INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS F -yyIpTH -.=, Wro1H wwTH y1 I�WIDTH PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR TABLE 1: THE EVALUATION OF ANCHORS INTO WOOD.ANCHORSTHAT T r`` -�• • • r �.` Op1Y LYNN /i��i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPE D860dpU0e Sheat T •• ••• • i uoo-� \SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 71W Land 18'An-. PVB-3{18"I �MT, 11 ••• •' • • • • _ NO.58705 '�}9)REFERENCES TEST REPORTS FTL-3635,3850 8 7212: 3 1-1118'Lem!.Ki T-7118"Atr-3/18' •.090•PVB.3118'FIS 3 J ''t1:•�- ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSUAFSPA 4 1-1118"LaaL X3 18'T•7/8'Atr•&1 1•IS•.090'PVB-3118'HS 3 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 8 7/18"Lmrd 18'An-.090'SG-3/18"An 4 r—WIDTH =i E•" WIDTH"-I 1"'WIDTH"I WIDTH-•I �, 7��S •:��` MANUAL' 8 7116,LOW 18'HS•. 'Sa-3118'HS q 1-�-- - -•�•7"f-"i i •'['�- -i T g 10)THE 720 SERIES USES APVBINTERLAYER.THE 820 7 1-u18'Leml.1G 18"T-7/1r�tr-3/1S'An•.090'80.3118"Art) x � • • • � � • •� %HISS C� �- a 1-1H8"LamL W T-7118"Air•3/18"HS-.090"SO.3118'H8 a o •• t • �� •I• �, /O SERIES USES AN SO INTERLAYER.THE 720 AND 820 SERIES ^ • • •� •z • • �� nli MAY ALSO BE REFERRED AS THE Rif SERIES. L�1'SG'_'KURARAY SENTRYOL.(13 INTERLAYER"BY KURARAY AMERICA.INC. x ••• "FVB`_"KURARAY BUTACT PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 •• t I •• 1 1 A.LYNN MILt.ER,P.E. L .L 1 .L P.E28870x • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE 2: Mudow Design Pros swe(+/-,pal)for Glass Type 1 ag n 7118'LAMINATED I 67.718 A 72 1 76 80 1 04 86 92 go I 100 104 108•V2 GLASS STACK I 30 -17W +1.80 +140 44.60 H +1.80 41.80 +1.60 +FED +1.80 +140 32 +1 +1.80 +/80 +180 +140 H40 +180 +190 +1w +1.80 +1•80 .090'PVS INTERLAYER 34 H-W +190 +1-W +140 +1.80 +140 +1•80 •190 + +1- 8 +/•79.4 3HB'HEAT STRENGTHENED GLASS 38 +1-BIL +1.80 +1-80 +1.80 +1 N 0-79. +1-77.2 +/-76.1 +1-734 +J-722 3/18'ANNEALED GLASS PRODUCT R6VISMA ding Go& 36 +/ +1.80 +1.80 H•BO 08D +1.781 H-75.2 rl- 6 44.70.3 +1.86.6 +1-08.3 as oumFl7ing wiW 8ro Fla•Wa 40 +F80 +1.80 +1.80 +/•79.8 H-77.2 +1-743 +/-71.3 N-BZ9 •t .1 H N�T.B 4 11 AuBsce eoNol� 42 +1.80 +/•80 +180 -1.71.4 +/-74.9 +f-71.3 088.2 x/-847 +181.8 +1.599 1,%2 radon D= 44 +1.80 +180 +/-78.8 +f-75.4 +1•72.1 +188.9 0.65.8 •182.2 +159.7 +1.57.5 USED AT CURVED 48 H•60 N$0 H•772 *1•73.8 +/-70.1 +1.888 +1936 +1883 +157.7 FRAME MEMBERS ONLY 2g GLASS BITE �- LONG SIDE M i Prodatl $� H-79.3 .1•75.8 44.71.9 0$8. +1-64.9 081.5 +1882 11-7i8'O.C.MAX. 50 +1.80 -1•77.5 0.74.1 0.70.3 +188.7 H831 H-59.7 13 +1-75.e tr-72 a +1936 +r s5.1 +-81.5 SHORT ; NO CHANGE THIS SHEET 64 +1-774 +/-73.8 H-70.5 H-87.3 +183.6 EXTERIOR SIDE 56 +r-Ise H-7z +198.6 H-i.3 2p 13 a° 0 E:07102116 W 71742 +1-70.3 +14atl b BD +/-72.7 +193.7 +185 GLASS TYPE 1 0 82 +1.71.2 H87.1 84 H887 +185.5 �+--- LONG SIDE -�•{ 88 0883 67-718 +1.67 S2 Q NOTES: SHORT f/ a M •,ub 1)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT VFROM THE TiP•TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. SIDE 9/ O 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ++ ❑ 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. _I__. N iV Ir TABLE DIMENSIONS MAY BE O ORIENTED VERTICALLY OR Z LL w a+o HORIZONTALLY AS SHOWN. = FZ $p TABLE 3: > p Window Design Pressure(+h,psf)for Glass Type 3 z L z W LMO J O 87-7J8 72 78 80 84 Be 92 98 100 104 imV2 1-1118'NOM. 7110'LAMINATED cV GLASS STACK 30 +1$0 +1.60 +1.80 +180 +180 +190 +IBD +180 +1.80 H$0 H•80 � GLASS STACK F 32 +180 +180 +1-80 +1-80 +190 +1-80 H•80 +190 +/•80 +190 +13116"HEAT _ I SHORT N W IAA1a 34 +180 080 +180 +1� +l +1 +/a 080 +1.80 •/•� -1'80 3/18"TEMPERED GLASS STRENGTHENED GLASS yl SIDE 38 H9b I.80 +/80 +/80 080 +1.80 H80 0.80 080 +1.80 +190 38 .180 +1-80 N90 080 *180 +180 +1.80 +180 -179.4 +1.78.q +f-4.3 SMV ANNEALED GLASS O 40 Tl-W +18(1 +1-80 .1-0 +180 -+)M- r/•Be +1-787 0.736 +/-70.9 •1.89 7118'AIR SPACE 09v PVB W 42 +190 +1.80 0.80 +180 +180 +1-011 +1-Ti +1.731 +1�.8 -1.68.9 +1852 11 INTERLAYER Z eWa3 44 +/•80 +1.80 +/-80 +/-BO H� +1.77.8 +1.74.1 +1-703 +187.6 +183. � 3 Z �• 48 +180 +1.80 +190 H90 H• .2 ,1.754 .1.1.7 *I8fl1 -1 .1 6 LONG r� $ 48 N +1-80 r/90 +1.80 0-77.2 +/-73.3 H89.6 +•888 USED AT CURVED fiff SIDE1 y 50 +190 .190 4440 +1-79.4 -1•75.3 +/-71.3 097.6 FRAME MEMBERS ONLY 29 52 -+14W-- +l 41.80 +r-77.7 •J• •1.886 11-718'O.C.MAX. GLASS SITE 11 1 N 54 r/40 -+-IW- y- 9 +1.78 +1.71.8 -3 wlu •SBO says 56 +19D +190 +1.77.5 +/•738 58 +1.80 +/-70.4 +/•75.4 EXTERIOR LLJI • • • • •• \�� N� LYNN A?/ 60 +1.80 +1•71.8 +/-73.5 G7 22 •2 • 3• • • • • • SHORT ,j,0 \ ,. .. ze 62 +180 +1•75.8 • • !• • • • • • SIDE `�Q�..• yLGENS�c ••..p 64 +/-78.8 H-74 • • • • ••! • 86 +l .2 �� - • • • ♦ • • • = T`' No.50705 X 8T-7f8 +1-74.9 •• ••• •• • • • •• NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TG-TIF DIMENSION TO DM ERMM E THE BUCK DIMENSION. +rj' 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 'pQ'•, ST TE F 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN, • 0:9 •• • ••• • • • • • • • • • • i� AS/ •• • ••• • ••• • A.LYNN MILLER P.E. P.E.0 58705 ••• • • • • ••• • • • • • • • • • :so. • • ••• • • • ••• 6 • TABLE 4: V4lndow Design Pressure(+/-,psQ for Ohm Types 2&4 Lem M 87-718 78 N 84 88 92 98 100 1 109-1/2 112 118 120 12 128 132 136 140 144 30 +/-SD H•80 +180 +1$0 N80 +/$0 +/-80 +1.80 +140 H$0 4m N80 N N-811 +1-w +1.110 +1.80 +1.80 +1•80 HAD +/•80 N-80 NAO y$0 +/•80 +f H +l +1 •SD N80 H-8) N$0 N•80 N +I +!•8D H�0 H•80 34 +140 +140 H80 +1.80 +140 +l H +140 N +1.80 +f40 N80 +40 N- +1 N8D +I•BD PRODUCT RBVISSD 38 +140 +140 +180 +140 H•60 N40 +/$0 H40 a 40 —HAO H N•80 N•80 HAO H-00 +!•8D BulWngas de 38 +l40 N80 +180 H40 H40 +!-SO N80 +1.80 +1.80 +f +! +/40 N80 +140 Building Ca4a 40 +! +1•� +/40 H-80 +140 N40 41.80 +180 +180 4440 +/4D +180 Accitat eat J6—O528.Al irW Dale 42 740 H80 +1•80 +140 +/� +140 +/40 +14D .140 H40 080 44 080 +140 +1•80 140 MOOD +140 +180 +180 +140 +1 BY 48 +180 +140 +14D +140 +186 +t +1.80 +140 Mi Dada Product 46 +140 4480 040 +IBD +180 +180 +180 50 0.80 +140 +140 N• N40 +/.6o a NO CHANGE THIS SHEET 62 140 +l40 +140 «/ +/.79.1 54 4440 N40 +1.80 +140 a DATE:07/02115 m 58 N80 +/-m 080 +1•78.1 L 58 +mm +/40 +140 x 60 +180 +14D 079.3 82 040 +180 84 180 4480 68 +140 c') S Q 8T•718 +180 a N ores NOTES: 1)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. D a O o 2)FOR SIZES NOT SHOWN.ROUND W TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. >- N N e+o0 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR VrfCHIN. y =Z to W w W ZW d Z) ara 1-1f18'NOM. 00 TABLE DIMENSIONS MAYBE ti> O YO GLASS STACK ORIENTED VERTICALLY OR o 7/16'LAMINATED 7/16'LAMINATED HORIZONTALLY AS SHOWN. Z d Z •• F N LL CLASS STACK GLASS STACK LONG g W O 3fir HEAT STRENGTHENED GLASS .080'PVS INTERLAYER 3116"TEMPERED GLASS SIDE _3116'HEAT -3/18'HEAT STRENGTHENED CLASS �...— LONG S10E W l STRENGTHENED GLASS 7118"AIRSPACE -.0W P1B INTERLAYER ® Z I 3118'HEAT STRENGTHENED GLASS v 11 SHORT Ix 4 11 tw SIDE O DI USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 518' FRAME MEMBERS ONLY 29 SHORT 0 z Z Ri 11-TB'O.C.MAX. GLASS SITE 11-7/8"O.C.MAX GLASS BITE I• O �pW1 O 1-3 1-3 X E EXTERK)R f✓— LONG SIDE —�•'� O 20 13 �l 22 21 13 ��qT 111 aeeQ ee,as GLASS TYPE 2 GLASS TYPE 4 •••SSID@' i •• i •• sloe \`�. N 11lYNN 1 Ml�� • •• • • • • '��,•''�\GENSC '•.F.p • • • • • • • • 7�' •• ••s •• • • • •• _.l�� No.58705 •. SHORT •v': twr SSIDE S.:i ••i i • ••• •• • ••• i i �%NAV- .....• ; •• • ••• • ••• • A.LYNN MILLER P.E P.E.658706 ••• • • • • •••000 • • • • • • • • • • • • • •• •• • • • •• •• 000 • 0 0 000 0 0 TABLE 6: Window Design Pressure(+h,psQfor Glass 7yps 5 on) 7118"LAMINATED I� 07.7/8 72 1 76 80 1 84 1 Be 92 98 100 104 10&,2 GLASS STACK I 30 +901-126.4 +90.120 +90.115.5 +90.111.5 x901-1015 70•106 7574IN6 +90r-103.6 +9U-1026 +9G-100.7 «9©-97.9 .090'SG INTERLAYER 32 «90-1119 +90.1108 +90-1063 +90-101.8 +90.98:7 +90.95.7 +90.923 +90/- . +9V-90.3 +149.9 +1.69 34 +90-0419 +90.103 790-9a8 +90.95.1 +90.91.8 -+14W2-- +1.84.4 +1-81.6 x/80.1 +1-79.8 +/.79.4 -3/18'ANNEALED GLASS 36 +901-1028 +90-87.1 + -928 +/88.9 *1.85.5 +1828 +!•79.7 +!•772 +1761 +173.4 +1.72.2 3118"ANNEALED GLASS PRODUCT REVISED 38 +90-98.4 +90-922 +188.7 -1•83.2 +1.80.7 +l +x•76.2 44.725 +l-7.3 41815 +188.3 m complying �Florida -4'6- 42 + +/88.2 7182.8 N-79.8 +1.77.2 H-74.3 +7.71.3 *1W.0 H861 +1.83.4 +141.6 4 11 BoOd'm8C& 42 +90.91.3 +/44.7 80.7 +1-77.4 +1-74.3 4/71.3 41 .2 71447 +141.6 +159.8 44-68.2 USED AT CURVED 44 +1813 4182.4 +/78.9 t1-75.4 ;-721 -1 9 +145.8 +1 2 --+17W7-- +157.5 FRAME MEMBERS ONLY 20 048' A p`c iful a 46 +1454 +180.8 +f772 +1-73.8 +f-70.1 +1868 +183.5 +1813 -151.7 {�11-7/8'O.C.MAX. GV�35 BITE �- LINO SIS B7 46 -4427 +1•79.3 7/•75.8 +/-71.9 +188.3 +784.9 H$1.6 +1412 60 +1$19 +i-71.5 N-74.1 +!- .3 +188.7 +1 1 +l .7 1^3 T- 52 +,-79 +1.75.8 PMA +188.8 4186.1 +161.5 64 +r-77.4 .x•73.8 +/-70.6 +187.3 +153.5 �L., SHORTa CHA GE HI SHEET 58 41-76s 41-n +88.e -1•86.3 4r'' 20 13 SIDE a qA E:0702115 44742 +J-70.3 +!•88.8 L m Bo +1•727 +x48.7 71& GLASS TYPE 5 62 0-71.2 +107.1 84 +/ 7 +/-96.5 �- LONGSIDE 04 +!408.3 T- 07-7/8 +1871 NOTES: SHORT ,�/ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE �a 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �R d, 0 3)FOR ARCHITECTURAL WINDOWS,FOND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O aFop O N 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WINDOWS.DO NOT 113E WITH FIN-FRAMED WINDOWS. ,�„N N R TABLE DIMENSIONS MAY BE `�j' h ORIENTED VERTICALLY OR O Rj�I W a Z HORIZONTALLY AS SHOWN. z to W o`D pUJ U_ XOof g = 'av TABLE 6: r Z m O ( DMO o Y WlndowDeslgnPreasure(+IL,psf)for3)ase Type? 0 0 z O ri o Lam .-Z Q.Z F Lou u- 67718 72 76 80 84 Be 92 96 100 104 109-,2 1_1/1&'NOM. g �Jq O 3D +901.130 +90-130 -901-130 + .128 +90-1226 +90-,19.9 +90.1111 +901.117 +904158 +9014127 +90-109.9 GLASS STACK 7116'LAMINATED e( 32 +90.130 +90-1251 +801.1)8.9 +90.114.8 +90-111.5 «90_108,1 ;80.104.3 +90.9k.4 TIF-102 +90-101.4 +90-99.7 CLASS STACK 34 +90-123.1 +90-1114 +x/•111.7 +90.107.5 +904018 +90/88.7 «90-95.3 x90.92.1 +90 .5 190 0-06 SHORT 35 +90.51 +904 8 +901.104.8 70-INT-7U.-S&S +90.93.3 44-90 +187.3 4184.9 +1823 081.2 3118'TEMPERED GLASS 3,18'ANNEALED GLASS � SIDE 0 Z ? 31,8'ANNEALED CNl.M4S 444eee 38 +90.11,2 +987-1042 +901-97.9 ;90.94 •91.1 +1.812 ;-84-9 +181.9 +-79.4 +1784 +174.3 3 _fes!) Z 40 +90.046.9 +90-99.8 +90-934 +90-90.1 +707.2 +184 H-80.5 +1-71 +1• .6 44.70 r! 7118"AIR SPACE- .O•SG INTERLAYER g I,y « •1 .2 +90- .7 + -91.2 +181.4 +184 ;1-858 +f-TJ +/•731 :f .6 +1819 +1852 IL *39 44 +90.917 +801.93.1 +189.1 +185.2 +/-81.4 +1.77.8 0.74.1 +1-70.3 +147.5 0.83.9 11 1 Z 46 +90.98.6 +90-91.3 4187.2 +183.2 *179.2 +1.754 H-7,.7 +1-�.1 ;85.1 5 O Z VV 48 +8093.5 ;8.4.8 +185.4 +141.2 +177.2 0.73.3 +/89.6 +1858 LINO t Q (Jr I.aQ 50 +90-91.4 -1-87.8 +183.7 +/•79.4 ;-75.3 ;-71.3 +!$T.6 USED AT S ONLY so SIDE GOi W N FRAME MEMBERS ONLY 29 X W 52 +189.4 +1•86.5 0-8,.8 ;-77.7 +1-73.5 ;$9.6 GLASS BITE IL O fid «)87fi ---+1-4r37-- 0-79.6 +178 ;•71.8 11.7!8'O.C.MAX. 56 +/-85.8 041.4 41-77.5 0473.8 1-3 alk! O5 68 +1838 0•79.4 0-76.4 11117! 6D +1821 ;77.6 +1.73.5 EXT 22 21 • ••i i ••• I•SHM ��\1 y LYNN,I, e2 +1-saa ;-75.6 a • •• • •�"I• gaE �� ,I,ON..........r/!! 84 41-718 +/-74 • •• • • • • ••• • ��•' 1,,CFNgF'•.,F,� �� as +1-77.2 GLASS TYPE 7 • • • • • • • • • Y' ' •• ••• •• • • • •• : 1t 87.7/8 4l-749 440.58705 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. //�• �•�^^�� 2)FOR SIZES NOT SHOWN,ROUND 0 TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �•• 5' � 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • 000 • ••• • • ff 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. • • • • • • • • • • -C) S ATE F :• �!(/ •• • • •• • • •• • • %S LPS• �� •• • ••• • ••• • ""Lm M6.LF1L A.E. P.E)F 68706 ••• • • • • ••• • • 90* • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE T. Window Design Pressure(+/1,psQ for Glass Types 8&8 Lane tin 67-716 1 72 76 So 84 80 92 98 100 104 109-19 1 112 118 129 124 12B 132 138 140 144 30 .981-130 +901-130 +9.130 + •130 +9-130 +90t.13D +907-130 +981-130 +101-130 +901-130 +9-130 +901.130 HX'-130 +90J-130 .9W.130 +OW-13D +90t•130 +901-530 + _ +9N•130 32 +0-130 +N-13D +W-130 +9W130 +907.130 +901-13D +901-13D .9-130 +981-130 +9W-130 -53D +9(-130 •9817 + -5 --+W 1 D .10130 +901.130 -7W1-3-0 .881-130 34 +90V•530 -130 +901.530 +8-•5 +9(-130 +901-130 +00/-130 +901-130 +9--5 + -t30 + .130 +9(.130 +9(.f + •130 +9(-130 +O(-1 +9-130 PRADUCTREVISED 38 +9W/30 +901-1 +907-130 —+W.-13D +0430 + •130 +901.130 +981.130 +9-•130 +9811 +901.1 +90!•130 +90<•130 +9�•1 +9W-53D -0-130 mempiftwall a*Fb* 38 +9(•130 +9(•130 +9-•130 +�1.13D +9-•130 + .130 +6-.130 +9-.130 +981-130 +981-130 +981-130 +OOf-130 1�.2 +9-127.3 BuOdiagCoN.16-0528.9* 40 +9(•130 +9(-130 +9(-130 +9-130 +9W130 +9-130 +9W1 +981.1 *9W13D +9b_128. + -1 .2 +GWS AcwplaacatVa Is-a 528.R>'o Dale 19 42 +9-•130 +9(-130 +9(-130 +9-•130 7-ST.—IM + -530 +9-•1 +9(•128.3 *90'•1232 +9LY-119.7 +g(_118.4 44 +981-130 +ft•130 +901.130 +9(•1 +9--13D +9--13D +9-130 +W.124.5 +9-•119.4 •115 BY 48 +9--13D +=•130 +9(•130 +9W13e +W-13D +W-13D +94-128.9 +9d_120.5 +901-115.3 M 48 .9-.130 +W.130 +W-30 +9811 +9-130 +9-129.7 +907.173 +9(•1185 1. I8 50 +9-130 N1-130 +9-•130 +9-130 +001.13D +9(.128.2+89.41.119. N 52 +981-130 +9-730 +2W530 +9--130 +8-139 +66.01.123 a NO CHANGE Tl l?J SHEET w 54 +901-130 +9W-130 +9W 330 +9-130 +898t•127.1 ¢ ATE:07 f5 m 58 +9W13D +9-130 +8-130 +8941.129 g 58 +981-130 +9-130 +981.130 80 +9--130 +9(.130 .89.81-128. 62 +981-13D +9W-130 64 +981.1 +9(-13D 88 +M-13D a7 Q 67-718 +9--t90 a c y NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 5'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O O 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. }ti e7o0 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO tAMIDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O�j pNf pp W zu t0 LL tD I • g IIUWIU_ X� 0 TABLE DIMENSIONS MAYBE o m Y O 0510 ORIENTED VERTICALLY OR o .O p d 1-1tHr NOM. HORIZONTALLY AS SHOWN Z C Z j LLO 7/16'LAMINATED GLASS STACK 7116'LAMINATED LONG mpp 0 GLASS STACK GLASS STACK SIDE Q AW SG INTERLAYER 3116'TEMPERED GLASS 3118'HEAT STRENGTHENED GLASS �- LONG SIDE N W tyWS 3/`161 HEAT 311W HEAT STRENGTHENED GLASS T- F z t7?� N 3/1 W HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7M0•AIR SPACE -.O9p'SG INTERLAYER SHORT I SHORT I ��r,FF O W z 4 11 I i F1� d Z em L 5 ._L.._ SIDE ] },s Z USED AT CURVED --I CURVEDUSED AT FRAME MEMBERS ONLY 29 GLASS BITE FRAME MEMBERS ONLY 29 GLASS SITE � W (1$11-7/6.O.C.MAX. @ 11-7/9'O.C.MAX 1-3 1-3 �-+-- LONG SIDE —►j U.. D e�tu .�saves EXTERIOR EXTERIOR �• a 20 13 C] 22 21 13 SHORT i••" •i 6 i i '• i GIDE \��%�pNy 1LYMV GLASS TYPE 8 GLASS TYPE 8 • • ••• Q�:• �SceNSE'.�Fp ••� ••i �•i i i • 6 'Y No.58705 SHORT • ••• • ••• SIDE t!5 ;'♦4�i; • • • • • • • • • • =,a s E r• A.LYNN M11ER,P.E. P.E'88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EMBEDMENT ,y STAN OR FRAMING,SEE T _I DISTANCE NOTE 2,TtiI,S SHEET TYPE C INSTALLATION EMBEDMENT 1X WOOD SUCKSTRIP, TYPE A 1/a'MAX SEE NOTE 2,THIS SHEET •' EMBEDMENT IW PRODUCTRBVISGD ` TYP.ANCHOR TYPE.EMBEDMENT AND EDGE ex 0mviying wBhUre Plott�l . e- EDGE DISTANCE PER SUBSTRATE. Of Brdldto6Code "XG Il iEDGE B SEE TABLE 8,THIS SHEET Aeeeptan� 19 DISTANCE .� 114•MAX 1 SHIM 1 BY M• e 4 ANCHOR AND EDGE NO CHANGE HIS SHEET 11 DISTANCE PER SUBSTRATE, a ATE:07102115 SEE TABLE S.THIS SHEET I° USED AT CURVED - 11 ep 29 FRAME MEMBERS ONLY ° � ° 11-T/8.O.C.MAX. CONCRETEf✓�tU I 4 11 '< U PER ANCHOR VISIBLE LIGHT WIDTH 5 REQUIREMENT WINDOW 13UCKWIDTH-2.314• ''• . WINDOW BUCK WIDTH CONCRETEMMU Q WINDOW EXTERIOR -— TIP-TO-TIP WINDOW WIDTH PER ANCHOR �j a Ca 'eaa SUCK REQUIREMENT p a O c HEIGHT 114•MAX.stitM -�{ � HORIZONTAL SECTION A-A I �N � B� � N JJ pp Z e HEIGHTVISIBLEVISIBLE SELF-DRILLING SMS L zLIGHT LL 1 W HEIGHT= (G8), THIS TABLE TABLE B: Min.Edi Mex O.C. tD U X Q WINDOW ` Anchor 8ubatrate Mtn.EmbedmoN WW o BUCK Distance ° 12 d1O O OfAO HEIGHT- Ahanlrama, mhL� 0, 12* O O �i O_ 2-314• INSTALLATION 012ar#1441083Screw A36SteN 3i� o,�•• it z az METHOD D Steel Stud Or.33 min. aw .045'ie Ga• 12• v r p INSTALLATION ANCHOR P.T.SUR"Fine(8G=0.80 M18• 1.318• 'I2' .�J.1 co UNDERNEAT14THE AWmkmm, 75 mTn. 318' 0.063'• 1r 4 Z 612 a a14 Steel Screw(08) A38 BEADING EXTERIOR Stud. Steel 0. 17 y leays > ata Or.33 min 3i8' 0.040.116 Ga• 1r ® z g U CMU,(AS C80) 2-117 1-114• 1r MIAMI-DADE APPROVED MULLION V4.410 88 C1deFtex Comfete(min.3.35 key 1• 1314• 12' ~pS Z 21 (SEE SEPERATE NOAJ ALUMINUM. Conorete min.2.85 k 1' 1.3/4• it p 5 STEEL FRAMING OR STEEL STUD. Corwrete 86 ke0 2-t17 1316' 1r Z SEE SUBSTRATE PROPERTIES, 114.6tee1110rfxon U leafed CMU, 6TM 2-117 1.114' 17 W 04D 5 TABLE S.THIS SHEET am ted CMU TM C4k1 24ir 1314• 12- p V' op 114•MAX SHIM Cenerete(rmtn.3.b keA 1-114' 1314• 1 1L1 3 6/1s steel U en Grouted CMU TM 2.117 1314• 17 LL 0. •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, ell!t ' 0+reNeS 1X WOOD BUCKSTRIP. SEE NOTE 2,THIS SHEET ••• ••• ••• ••• • • ••• �� p}lY.il.YVitt�� f CONCRETE PER • •• • • • • ••• • ��•�� ..•y10ENgF'•.�ct,Q EMBEDMENT 14 INSTALLATION NOTES: • • • • • • • • • Q; - - REQUIREMENT •• ••• •• • • • • 'Ct r 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ No.50705 I• EDGE• • • 2.WOOD BUCKS DEPICTED ON THIS SHEETAS•1X•,AREBUCKSWHOSETOTALTMCIWESSISLESSTHAN1-12•.1%WOODBUCKSARE – INSTALLATION TYp.ANCHORTYPE,EMBEDRAENT OPTIONAL IFUNRCAN BEINSTALLED DIRECTLY TOSOLID CONCRETE.W�gBUC1(R EpICTED A32X"ARE 1-1h'THICICORGREATER. ~� 7P—&/ ij LU DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED q OVERS BRAS APP§dV Bf RU:HORIT jV%•• t7'•, STF T s SUBSTRATE,SEE TABLE a THIS SHEET JURISDICTION. ��•* :I:�'•."LORIOi,'' N VERTICAL SECTION B-B •o ' " • � ''S`�%NAI.k:.N.N 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MENDER SHALL BE OF A SIZ[TO pitf6lADE FULL SY�PaRT THE 1Mt00VY °' . •• • ••• • 000 • 'tiff llltlrl�` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM A LYNN MLLER,P.E. RE.0 w06 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD 13UCKSTRIP INSTALLATION INSTALLATION EDGE -OR FRAMING,SEE TYPE CG TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1X TE 2.THIS SHEET EMBEDMENT SEE NOTE 2,THIS SHEET v INSTALLATION - ' 1/4'MAX —�I ��-- TYP.ANCHOR TYPE. R SUBSTNT AND RATE, TYPE E _ © EMBEDMENT �� EDGE DISTANCE PER SUBSTRATE. E� PRODUCT REVISED DISTANCE as corn i avifi dw Florida -/ _ , S SEE TABLE 9,THIS SHEET 1 Build'a grf-ode EDGE '° •. AcceplmiteNoIS 5 DISTANCE 2 No _1 1 -24 14"MAX 14y 2 SHIM _ Si8 pada Product 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE a NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE, 11 " DATE:07102/15 SEE TABLE 9.THIS SHEET EXTERIOR m USED AT CURVED 4 11 b EXTERIOR 29 FRAME MEMBERX ONLY .- F"� 1 6 VISIBLE LIGHT WITH= 'd �11-718'O.C.MAX. CONCRETElC.MU NaNDOW BUCK WIDTH-2-3l4' b PER ANCHOR REQUIREMENT WINDOW BUCK WIDTH _• .,.. •' CONCRETFJCMU t7 N ,< OR eu� HORIZONTAL SECTION C-C REQUIREMENT lx a 3 HEIGHT 114"MAX.SHIM -+•� }n a gj I` Iv a�oa O 912 STEEL N to SELF-DRILLING SMS VISIBLE (G5),SEE TABLE 9, z L u CL' °ro HEIGHT=LIGHTTHIS BHEET TABLES: Auftr Substrata min.EdgeMtn.Embedment 1m W O5 r ' .1 W�U_ X- WINDOW F z cD O O' Swd! BUCK o Y m rte & ' HEIGHT- 012 or014 410 SS Somw AI:m 6oes•'rs 2' c p z o 23/a^ INSTALLATION B/eel s�9• o.osG• 1r a-Z n z O LL TYPE H Sleel8 Or.33 min. 319' 0.045'1 Oe' 1T .. P.T.BmAhem Plne 9(GaO.BS) 9118' 1.318' 1T EXTERIOR 012 or 014 Steel Screw(05) AbmlNam,808378 stn. 0.083" 1T F- 36 Steal 318' OA63'• /T 8tee1 S Or.33 mbn. 378' 0.046' 18 CGa• 1T MIAMI-DADE APPROVED MULLION 114'410 SS CreteFlex Unprouled CMU,(ASTM 090) 2-1 1-1/b 1T Z N F 21 (SEE SEPERATE NOA).ALUMINUM, Conorele(mm.3.36Ire1) I. 1&4' 1T Z Z STEEL FRAMING OR STEEL STUD. flororete stn. LUG 1' 1314 12" (� olo 6 SEE SUBSTRATE PROPERTIES• 174 Steel IAlmcon COneroM '2.86 2-1/T 13/8' 'Q' 0 z J o TABLE 9,THIS SHEET lingtOLled CMU.(ASTM C90) 2-VY 1-U4' 1T O 5 Cl , BTM CAO 2-1/2• 13/4 YC � � tN�oQ 114'MAX SHIM Cororete(min•3.8 kM) 1--- 1374' 1T W 6118'Steal Udrecon Otoulad CMU 8TM 680 2-1 1T LL W d 'MIN.OF 3 THREADS BEYOND THE METAL.SUBSTRATE alt'1 tisa()aeyas SEE NOTiX E 2U,THIS SHEET •• ••• • • • • • •• �.��0�1V LYN/y CONCRETE PER • • s• • s O • • P LiGENSF••••F,P EMBEDMENTANCHOR INSTALLATION NOTES: • •• • • • • ••• • i't; ". _ _ • REQUIREMENT • • • • • • • • • No.5B705 ••1`.•�_ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDEE•bISTAiLOh41T5•• • • • •• _ /` •, INSTALLATION f 2.WOOD BUCKS DEPICTED ON THIS SHEET AS^1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11Y.1X WOOD BUCKS ARE TYPE F Y''— EDGE •TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE.WOOD BUpC�KS DEPICTED AS'2X'AIiE 1-112'THICK OR GREATER. ;() ST TE OF DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED Bf%TH94 @R AS APPAOVED"AUTHORITY•IAVWG• SUBSTRATE.SEE TABL.E9,INS SHEET JURISDICTION. • • • • • • • • •'•F.�ORIDP,.•'• VERTICAL SECTION D-D • • • • • • • • 3.FOR ATTACHMENT TO METAL•THE STRUCTURAL MEMBER 9HALl.BE OF/l$�E TO��OVI�E FULL UP$ORjTO�FiE MRf OV�FR�dE. 11 A[1 0' •• • ••• • ••• • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.Ei 88� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP.ANCHOR TYPE, 2X WOW BUCKSTRIP EMBEDMENT AND EDGE -+I EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE/0,THIS SHEET INSTALLATION C7 EWE DISTANCE 114'MAX EDGE DISTANCE DISTANCE SHIM PE I O 2X WOOD SUCKSTRIP as�r+as ED TYS dw FI0ft W 2X WOSUCKSTRIP OR FRAMING,SEE OR FRAMNG,SEE NOTE 2,THIS SHEET MamaN 1' NOTE 2,THIS SHEET to T•!o tatlwi Date I 1 114•MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE. Product C�165et 4 8 SEE TABLE 10,'"S SHEET 1.4 EMBEDMENT a NO CHANGE THIS SHEET 11 3 EMBEDMENT DATE:0710 5 m USED AT CURVED z EXTERIOR FRAME MEMBERS ONLY - (�11-7<8.O.C.MAX. 11 EXTERIOR � MDQ WINDOW 4 11 a 3 ABa g VISIBLECKWWIDTH5 a HEIGHT WLNoow sucltwloTH-2-�/a• 1!4'MAX.SHIM —*� �-+— WINDOW BUCK WIDTH I` N ltl h VISIBLE INSTALLATION HORIZONTAL SECTION E-E. Oz Lo w LIGHTTYPE L cT5_ N 5dt HEIGHT- WINDOW z o BUCK U10 STEEL [j Y HEIGHT- SELF-DRILLING SMS z a.z O 2.314' (G5),SEE TABLE 10, }- U. THIS SHEET TABLE 10: Min.Edge Max.O.C. co Anchor Substrate Distance S y 1-45 am no 0. IiM !P � z O N 2-112"x.131•Gammon PNe T. Pine .89) 5 P.T. e 0 F- 2-112'x.145 Nail m Plas G=O. 3I8' !s Z 21 P.T.8ou81em mne 80=0.55 t/2' S n g 2X WOW BUCKSTRIP EXTERIOR 0.093'AI 808375 rrdn. 5118' S LL Z OR FRAMING,SEE N10 x 1•Steel 8arow' 1118"A38 Steal 5118' S O y N NOTE 2 THIS SHEET 0.045' 18 Ge Steel Gr.33 5/18' S O 5 ri14'AMtXSHIM MU+MI•DADEAPPROVEDMULLWN LL ._1L (SIO:I-DAD A P NOV ALUMINUM, LL'M4N.OF 3 THREADS BEYONO THE METAL SUBSTRATE. V STEEL FRAMING OR STEEL STUD. I alll •Raa as SEE SUBSTRATE PROPERTIES, --��— TABLE 10,THIS SHEET INS TYPE J ON _ Q ••• 000• ••• ••• • • ••• '' —+ • •• • • • • ••• • �1 ytCENs EDGE DISTANCE INSTALLATION NOTES: • • • • ••• • • ••• . •• ••• •• • • �,; •,x No.58705 TYP,ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �+— EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10.THIS SHEET 2•WOOD BUCKS DEPICTED ON THIS SHEET AS 11X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-IM.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CpNCRty1Tj�V000 BUrJC3 DEW fWD AS'2X• E 1-1(Z'THICK OR GREATER. '. J rj •:��` INSTALLATION TO THE SUBSTRATE OF WOOD BUCFtS TO BEfEIN NEEflED BY OTIjERZOR AAS§$PPROVFj�1�YA(.�HggiTY HAVING U STATE Of VERTICAL SECTION F-F IURtsDICnoN. • • • • • • • • %��`' F<or;toP •g• • •• • • •• • • '••••••••'C%•• 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBElt•IRALL�OF A SIZE TO"MIDIPFULL SUPPORT 40 TRE WINDOW FRAME. P C \ ••• • 000 • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. Rum 68M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP EDGE OR FRAMING.SEE INSTALLATION TYPE MEMBEDMENT DISTANCE NOTE 2.THISSHEETINSTALLATION INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION 114,MAX ANCHORS MAY BE NO MORE THAN 8'O.C. METHOD ONLY, 1 ANCHORS MAYBE NO — EMBEDMENT j� SHS 1X WOOD BUCKSTRIP,SEE PRODUCT RSVISBO •MORE THAN W O.C. 1 U 2X WOOD B1.ICKSTRIP NOTE 2,THIS SHEET ...plrir6,AIh ft FblM& OR FRAMWQ SEEeui""Code S- NOTE 2.THIS SHEET A -L1/4'MAX TYP.ANCHOR TYPE.EMBEDMENT AND t 3 SHIM EDGE DISTANCE PER SUBSTRATE. DY 4 TYP.ANCHOR TYPE SEE TABLE 11,THIS SHEET M t Control 6 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, < NO CHANGE THIS SHEET 11 SEE TABLE 11,THIS SHEET 3 TE:07/02116 EDGE m USED CURVED DISTANCE O EDGE EXTERIOR 26 FRAMEE MEMBERS ONLY DISTANCE ®11.7/3.O.C.MAX. - '- .•� � ' RETEICMU 11 REQUIREMENT ANCHOR - q CONCRETEICMU r Q WINDOW 11 PER ANCHOR c'0 to 7d BUCK I VISIBLE LIGHT WIDTH= B REQUIREMENT Ix a HEIGHT 114'MAX.SHIM WINDOW BUCK WIDTH-2.314' ccpyy WINDOW BUCK WIDTH E R N N a� J VISIBLE LIGHT INSTALLATION TYRE O HORIZONTAL SECTION G-G z to �_ HEIGHT= FOR THIS INSTALLATION U_ X g WINDOW METHOD ONLY, TABLE 1i: W Z eN BUCK ANCHORS MAY BE NO Atofror Subalra� Mtn.Edge •Embedment Mex.O.C. ti 7 O Y Z o HEIGHT- MORE THAN V O.C. Dletw" o O O 2-314' P.T.Swftm .&4 5716' 11w r Z 0.Z F O Madman.8083-76 min. 3W UAW. 912 STEEL 012 cr 014 410 SS Screw A30 SW y8. 0. 6' o SELF-DRILLING SMS Steel SU Gr.33 316' 0.046.18 Ga Ir 9� (05).SEE TABLE 10. P.T.Soetltarn G-0.55 9118' 1.3/8' 8' Z Z leevs THIS SHEET AWmtmml,606:i•TS min. 318' 0.083" 612crst4S�lS w(GM SII 313' 0.083'' e' 3 0 21 TYP.ANCHOR TYPE. S tq{CMU 1M 2 /7 Or.33 mh0. 1-1/4'0w(is 2 • F 00 et�5 6 EMBEDMENT AND EDGE T 114'41093 QeteFTax Z DISTANCE PER SUBSTRATE, C xe1e 6nbL 3.35 kel 1• 1.3t4' 17 0 SEE TABLE 11.THIS SHEET Concrete .2.65 k 1• 1.39' 17 O N S! 8 —f1/4'MAX SHIM MI-DADE APPROVED MULLION Camrste 2.86 k UWt2-117 1.318' 17 (SEE SEPERATE NOAJ ALUMINUM, U4'Slow U tmmm touted CMU ASTM CUD 2-IM 1-1/4' 17 STEEL FRAMING OR STEEL STUD. Gnidal CMU CUD 2-1 13k' t7 UL SEE SUBSTRATE PROPERTIES, COi1N018 ,3.5 he 1-114' 1 ' 17 sou •asoQ eeI INSTALLATION TABLE 11,THIS SHEET 5718'Steel(lllreoon Cxauled CMII 1/7 1.39' 17 TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAb qTEi `11111 f t 11/�i Cj SEE NOTE 2,THIS STET •i-'i-•"• • • • • •• � NY Ll'7VN Orr - EMBEDMENT INSTALLATION NOTES: • • • • • • • • • �lz� J.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMSEDNAIQT ANITE &DIS"CE UIEDTS.• • •• No.50705 '•�i ' 2.WOOD BIX:KS DEPICTED ON THIS SHEET AS"Dr.ARE BUCKS WHOSE TOTALTHK:KNE3S LESS THAN 1-1/2'.1X WOW BUCKS ARE •"U _ •• OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SUCKS DEPICTED AS'21P ARE 14W THICK oR GREATER. "73 . IS ;• / EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENOINEERM&Y OTHERSIOR ASAPiROVED S bAUTHONRY HAVING �'•., SYYYA777-,Or DISTANCE JURISDICTION. • • • • • • • • • • :tC�'••F(ORIUA,••'C^�� ` • • • • • • • • t1 ...... 3.FOR ATTACHMENT TO METAL,THE STRUCTURAL MEMBER l!S kgL BE§F11 SIZE TO%VMIE NLL§UPPdR M:HErND0W FRAME. '•��/'1UIVA11 G" VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER MDOW GA MULUON1484APPLIES TO WHtA�&TEII a LYNN MO.LM P.E P.E658705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCT REVL4BD us oomplyingwad tl>e Florida ANGLEWCURVED ANGLEDICURVED irelirmDate /jQjG' FRAME ASSEMBLY FRAME ASSEMBLY I Iviiem a Pmdocl Con 1 I �, R 90°CORNER FRAME ASSEMBLY FRAME ASSEMBLY NO CHANGE THIS SHEET I m i t TE:07i0215 I m 10 fFLANGE ALL CORNERS TI ALL CORNERS TO I v I / USE GASKET USE GASKET / AND/OR SEALANT ANDIOR SEALANT / EQUAL-LEO FRAME I 0 v O FLANGE FRAME >- n Q nw� q�d3t �G MTIEREO PF=E WfITH INTERIOR C7 N N MITERED FRAME WITH PRERIOR AND EXTERIOR PRAMS WELDS d t AME (SHOWN}OR CORNER KEYSAND EXTERIOR FRAME AT AA ORCORNOILSCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS =�, m O V U XqqC6 O Z d1 0 � C7 W aMp c00 O K 2.784• 2.784• �-Z D.Z O .084• -•.l{�-- .oar 27►11.� .094• ---I 4- v o 0 TABLE 12: .07-0' .06Y .074' - .082" AP-111 .082' Z Item POT Patt# lleaorlptlOn Material 1 1.375'k � 1.376*-+ z Q I"4S ® ? Z # 1.878• 4� ti00• 43s 1l—t� �i O 1 4263C Flanged Frame Alum.803 TB 1000 offlr'ar 2 4285 Equal-fag Frame Alum.8083-T6 1.126 < z3 4266 tMegral FlrI Freme Alum.8083.76 FLANGE FRAME O EQUAL-LEG FRAME � '� og 4 4256 7118"Lami.Glass Bsaft Alum.8063-T5 #4253C.6083 T5 X4288,8083 T5 W O 5 4254 I.G.t?)aes Beading Alum.6083.75 3 FIN FRAME c X Q #4256,6083-T5 F m Be 4270 Insta9ailon Fasterrer Corer Alum.60637b wra pee Bb 4224 Installation Faeterler Caner Rigid PVC l ..� 011-1111, 10 706MC Gasket(at 90"comer Joints) Polyethylene 1 s • •i e i ••• i r•A87' �� CNY LYNN li� 11 TP24718 Vinyl Bulb Weatherstrip Rex PVC,Duro.85+1.1 878. 1 • •• • • • • ' ttcEMs' lA i 13 Dow M,GE 7700 SHIcons or Equh 57s • •• • • • • ••• P F P 20 71862K Selling Black,Mona 3118°x 7118'x 4• Neoprene,Duro.85+1-1F �• �-►p�a•060 ••i •• ••• i • .58705 >` 21 71704AK ISetling Block,I.G.3116"x 1432"x 4• Neoprene,Dm.85+1-1 INSTALLATION -y 7/16°LAMI LG.GLASS ='�3 22 DtlRAK718 7116"DlseBeal Spacer GLASS BEADING O BEAD G ... • • FASTENE�R, COVER p` pt ` 29 #8 x 1-114"FH SMS Sta[sless Stenl 4 ,,�I,,. STATE O #4255,6063-T5 #4254,6088-T5• • a e 8 T5 =c`3'••. UR10A,.•'' \� 30 781PQX 1#8 x 1°Quad PH SMS Stainless Steel •o i i • ••• •• • ••• 0 i '•9 ON GNC^'` • •• • • • • • • rr;rllAL11�,�� •• • ••• • ••• • A LYNN MILLER.P.E. P"58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE iVI ,011 DADS COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECON01VIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: • • �••••� •••••• This NOA is being issued under the applicable rules and regulations govemi#ig the;use of cQuWuction materials. The documentation submitted has been reviewed and accepted by Miami.Dade mount; REPw*••:. Product Control Section to be used in Miami--Dade County and other areas whete4wed by therAuthority....: ' Having Jurisdiction(AHJ). •••• •• • This NOA shall not be valid after the expiration date stated below. The MIaihT-*bade C8unq Produall: 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..*,A.tt-'is,product qr material fails to perform in the accepted manner,the manufacturer will incur the expense of sulci;testing and the AIV...:. may immediately revoke, modify, or suspend the use of such product or material within they f IWdictiou. RER reserves the right to revoke this acceptance, if it is determined by Miatu0bade Covat�s Produof Control Section that this product or material fails to meet the requirements of the applicable bulk K;gcode. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Draining No. 6300JR, titled"Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 Iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami--Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless.otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request pf the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-1105.01 MIAM!•D DE COUTY Expiration Date: May 26,2016 Approval Date: February 12,2015 Page 1 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subrrritted under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 .... 2) Uniform Static Air Pressure Test,Loading peXBC,1749-:102-94..... 3) Water Resistance Test,per FBC,TAS 2021-94 ' .• :•: •, 4) Large Missile Impact Test per FBC,TAS;1$ *04 ••• • •" 5) Cyclic Wind Pressure Loading per FBC,TA$203---94. . :0066: 6) Forced Entry Test,per FBC 2411.3.2.1,"TAS 201-A.-0 ..... along with marked-up drawings and installation diagraftr;ef;clipped vlrminunr•• mullions, prepared by Fenestration Testing Lab, Inc., Tesl*Report No'•FTL 64s43• - (samples A-1 thtu E-1), dated 02/28/11, and addendum le*r Kd 0510511.1, signe�,•;. and sealed by Marlin D. Brinson,P.E. ••"•' (Subrnitted under previous NDA No. 10-0819.03) 0000 • . . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5'h Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by Jaime D. Gascon,P.E.,Product Control Section Supervisor. aline D. Geseooi,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTnvuED) 4. Laboratory addendum letter for Test Report No. FTI,6443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.11-0922.0X) 5. Laboratory compliance letter for Test Report No. PTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitter)under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted under p1evlO1S NOA No. 11-0922.01) •••• •••••• •••••• •• • • ••• • G. OTHERS • • • ...... .. . ...... 1. Notice of Acceptance No. 1.3-0815.05, issued to PGT Industrie,Inc. for their"PGT Seizes Aluminum Clipped Mullion-L.M.I.",approved o .I Ifs 13 �d ekiring M 05/26/16, 0000 0 •• •• 09.90 •0.0•• • •0• 00000 .. .. •• • 0.00.0 ...... . • . . . . 0000.0 .. •••. • •• 0 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE o a MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.....»»......»»».1 ELEVATIONf.4.....................1 p FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO2X&MAS0........»._..»_2 S•a I MULTIPLE WIDTH POR VBRTISEE DELL ARCIIPSTO BE IMAL NSTAL0IX TION NOONRY.—2MULLIONS FOPENINO / --� � INSCRIBED OXIDE HAVE BEEN TESTED AB'FREE-FLOATING'ANO DO NOT MEED 70 BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES.....__.....2 d SEE DETAILS AtuRltaa NOT HAVE A OAP OF MORE THAN 1T4'FROM THE CUP. A•D,G,H; MULL TO MASONRY_._.-....»»».3 SHEET823 SHAPE MULLT08TEEL 3TW__..„.»»...3 � m _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAD3 CORRESPONDING TO THE REQUIRED MM TO MULL...........„__..._.3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 0180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS......_._»»__.-.3 V! t N THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPS-»._»».__a z 8 V) BAY MULL INSTALLATION..-_---4 O 1 X 2 X.126 MULL SPECK_..._.__-B 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 13 BEYOND THE SCOPE OF THESE W 1 X 2x.376 MULL SPECK.»._._..S !7 \\ INSTRUCTIONS. 1 X 2.75 X 276 MULL SPECS»__..7 m I 0) 1 1 X2.76XS6AWLLSPEOS.._..._._8 7 a qDT�GS; SEE D1:TADETAILS,I'I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES4X.126 3PEC8.»_._.».10 AND 1 m pF O SHEETS 2-3 ' I 1 ___' 1 A14CHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDERONLY TWO ADJACENT UNITS AT A MULL N sH•A ETs2's PRESSURE OFMULTIPL MULLONSIME ORFENEESTRA�ONPRODUCTSMALLAPPLY.ANCHORAGE TABLES.THE LOWEST DESIGN 1X4 X.376TMULL SsSPECS.A2 ? Q i I III I 1.26X3.188 X.2�MULL SPECg.»12 CpENm 1.28 X 336 X.100 MULL SPECS»_13 W m Mu u HEPIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 326 X 424 MULLSPECS_.14 Z 1.25 X 3.94 x A24 MULL SPECS-15 � LEN 3TH Z HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRY2 X 4 X.28 MILL SPECS__._._._18 DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST � Q L Z SEE DETAIL B BE ANCHORED PROPERLY 70 TRANSFER LOADS 70 THE STRUCTURE0 v.) .-ANCHORS SHALL BE COATED OR CORROSION RESISTANT a x s x 28 MILL SPECS.__.»».tt d SHEETS AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 128 x2.11 x.126 MULLSPECB....10 F W 4 o REACTIONS. 3V X 326 BAY MULL SPECS_._..18 I- 4VX326SAY MULL SPECS.»_.2D � Q MULLION&CLIP DIMENSIONS_-21-M I•^ MA ._.._. e)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACONIAGGRE-GATOR NOA'S;ANSNAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2_____ _....24 O) Y ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES..-»....».__.26 W BE OF ANY TYPE. MW BE ACTURBD 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGKIIANW Z N N BYPOT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,MULLIONS ARE ONLY TO BE USED WITH 'j It PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. OQ OO_ /SW QALS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL 1 HOtrzONTAt gBBETe 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING4� MULL LENGTH HORIZONTAL WIOTFUHEIGHHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH INSTRUCTIONS 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS" FOR THE OPENING USING THE ASCE-7 STANDARD. 2)LOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT"$FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR`TRIANGULAWIRAPEZOIDAL'. PRODUCI'RBVISED I•ooe> yftwhbmoPlodde LHtti7H NG h,—.HCH¢,eBay LEHcrtH—y 4)FWD THE CHOSEN MULUOMS MULLION CAPACITY RBSFM FROM TABLES to THROUGH 16A,ON SHEETS 6 THROUGH 28 RESPECTIVELY,USING �.—oPEwWIDTH-1 WpologODdo Mill THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDINGHH� IF THE MULLION IS SPANNING VERTICALLY OR ZONTAILY}THE ADacposmao�aS.• MULLION CAPACITY BJGS/FT�)OBTANED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(L63(m FOR THE OPENING OBTAINED IN l 120:x. STEP i). N OPE � �.�•.?- FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THHE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE root'1 HEIGHT T LENGTH �/ ,/ ORMRL. � � � VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THISIMBSI'MWE BHT TIDE ANIIN10RS1ANP MUSS BE MET TO ATTAIN THE FULL MILLION CAPACITY. 111 1111!!! MULL • • • • • • • • • I 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON Rei SAME #a Uld SUBSTRATE CONDITION(MULTIPLE \\\ANO......•!d 7 i� L ANCHOMUBSTRATE/ANCHOR-CLIP PATTERN MAY WY)S�� Ola VERIFY THAT THE REQUIRED ANCHOR ;�� P?.•' WCEA/S�.��(ci`��: CAPACITY IS MET.ops� •• •s• •• • • • •• SINGLE MULLION SINGLE MULLION �.VEeRRQALMULL 7)IF THE MULLION CAPACITY I B WM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(L8S/FT')FOR THE - No.687� yy OPENNG WIDTHOPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS 0 FOR VERTICA1 On VALUE A LOWER ANCHOR CAPACITY OPTION MA6 BE WWO FORIMSl"&4UBSTRAV '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS • • • • • • • • ',p'•, s4 L FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING PMFTI)FORdME FENECTRATIONIPRODUCr•TO&LOECf ND COMPARE WITH THE FINAL MULLION FLORIDA,..•'' CAPACITY(LBS/FT')ORTANED FOR THE MULLONWSTFM.THBILOWNWFiHETW(bSHAt&#PPtYFOR THE ENTIRE MULLEDFENESTRATION '�tS1s''•..•,,, �C'�` ) IO�OPTTIIL 9)HIGHLIGHT ON USED AND TABLE VALUMSEO IA SPECIFICRPPLICATON WHEN SMG Tft NIDA TO APPLY FOR A PERMIT. �pNAL. A LYN{I 14110119,P.E. FL P.EX 68706 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • � o DETAIL A: DETAIL B: SON a MULLION TO 2X WOOD BUCK -MALIGN MULLION ATTACHED TO 1XeuacsrRwE�-RSUBSTRATE, RY OR WOOD FRAMING WOOD BUCK AND MASONRY I AND ATTACHMS10 SEE SEE TABLES 18-169 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BroTHER3, a SEE NOTE 1, MILLION $ m I I I I •• .• , ••• •', � N� W y 1 1 1 t s z t/1 I 1 1 SEE B>fEETB a 1 MW 2.71cs1 '• ' •• EDGE C1 FLL-I E-OZE / v I21-23 FOR HOLE 4 1 I CONCRETE CROW IDISTANCE. ILLLOCATIONS e I SEESEETABLESEDWDISTANOE 113.138 a EDGE o o I a I O9TANCE FOR MA80WLY 4 < I I FOR WOOD I I I ANCHORS my e ° SCREWB �.WMAXFOR a Q 4e ! 1 SIDE VIEW O ALL MULLIONS v a ° e EITHERTNE g 5 7 4 p < 8TANOMD 7 U a aFF�r MAL ? U� ° < ° a. CLIP MAY BE 2 e p IN8TALLED BY 4 `° °p EXTERIOR . `° ° nma METtwD. .1 In Z e EDGE DISTANCE 44I— z ° n p FOR pa Z Q j MASONRY Q G THEOFFSETCLIPL4 ANCHORS p RECOMMENUW FCR EXTERIOR p° FIN-FRAMED e WINDOWS.BUTMAY AL1 y ALSO BE USED FOR OTHER FRAME TYPES. Z Q 4y Q z 9(!J N TYPANCHDR TYP.ANCHOR ERSUBSTRA11:4 TYP. /PER SUBSTRATE. /""PERSUSsSEE TABLES 1846B sEETAS3118.11&188 SEE TABLES 1B•18B EDOMPEND EK00IR �1B•7NT•1TEMOMME'NT SUCXSTTEP •• . S. I. . • a O FSEE�fk'ERBT ti •' SHEET 1. .. • • MIN 2.7 XSI CONCRI! OR NFODUEFREVIRSED SIDE VIEW FRONT VIEW d� BhLlheFtellds FRONTVIEW coo INSTALLATION NOTES: IiBB1 a PIEILNI Comm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• • • • • • •• 411-11, 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION •• •i ••• i s•• •• `\�� OW L,N*�'��i3ONLY.BECAUSE THE ANCHOR CAPAC �� PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, CORRECT QUANTITY AND LOCATION OI F ANCHOIS RS MUST BE FOLLOWED,REFER TO THE TABLES ON THEE • • • • • • • • • Q�,• {,{CENSE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. •• ••• •• • • • •• ; No.58705 •��'�_ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. • ••• • ••• • • '71; t 4)WOOD BUCKS ARE OPTIONAL SEE DETAIL C SHEET 3 • • • • • • • • • • :O� ST 5. [t(q' 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ••• • • ••• •• • ••• • • �31'•:ctORlop. ELOO ULTRACON OR ELOO 1A4'S.S.AGGREGATOR MASONRY ANCHORS. • •• • ♦ • • • • S/ .fl. FL P. 68705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: DETAIL C: .12V MEN. MULLION TO MULLION INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO Jei! MASONRY STRUCTURE MULLION (U-CLIP) T)MAY BE INSTALLED IN-TW OR-CROSS' o (STANDARD CLIP SHOWN) �V , INTERSECTIONS' I° 2)MAY BE INSTALLED HORIZONTALLY IV �+ TYP.ANCHOR I (SHOWN)OR VERTICALLY. iq ERHERTHE I -PERSUSSTRATE, L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 9 m STANDARD OR SEE TABLES 18438F OR CORRESPONDWG MULLION. co OFFSET MBE i TOP VIEW Z cuPMar6E I I EWE DISTANCE INSTALLED BY Q THISMETHOO I I I ANCHORS VIWES-F--� J - 012STEELSCREWS• T SELF•ORA.LBNO OR PREaVll g U) �MULLION AND USE EMS LU p m on OP um Z (0J EXTERIOR 4' mum a 2 O j E E MA °SONRY ° e RECOMMENOFFSET DED F- Z g ANCHORS o PWFRAMED / $ ,A�BNDOYV9.CIT MAY LU•"ECTION 1y ALSOSEUMFOR (ZZFA 8 ° OTHER FRAME TYPES. EXTERIOR Q V TYP.ANCHOR _4 Q o PER BUBSTItATE, G Q • s[ O �9EE TABLES 16138 TYP.ANCHOR SEE SHEETS 21-23 FOR Ie- PERSUBSTRATE, HOLE LOCATION J BEE TABLES 111-139 AND FRONT VIEW ATTACHMENT ME. EMBEDMENT ° .• SEENOTE I. 113,138 Q O wV' EDGE '~DISTANCE EELAST LES SIDE VIEW MIN 27 KBI CONCRETE OR CMU MBN 17KM CONCRETE Oi CMU 18.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: —STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYMANCHOR A / PER SUBSTRATE, ` / IEE TABLES 16138 ODUCTRBVISSD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. ®(e SEE•IEETS ® porgpty{1tgwm the Flmlde ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR y�g Code CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `� HOLE oapmnoe FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Detv 3 ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. � ``\ t1.roN YW ad*-- [ P .1 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3 • • • • • w 1 t I I l 11, 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED • • ••• • • • • • DISTANCE ELOO ULTRACON OR ELCO IW S.S.AGGREGATOR MASONRY ANCHORS. • P sTEeL 3ruDSTwIhN�RIIAN• SEE TABLES `.� ��•' "• �// �� FRONT VIEW • 1IQNDI�MP�AN14/1TISTHE FL B•ILDIN6 16136 P? IICE/NSF•,�(��%: J! • Cor BAs•a•als�reD. �R C� ATTACHMENT BYOTHERa No.5870$ USE WOODANCIORSPEW EXTERIOR SIDE VIEW _ •_ •••NOS:• ••• • • • • 1)F HO �UwMAY� P. 0 EIrEED SWD PWOOD �.••.CO " ••• ••2)SEWjREl%)%DINO IA61111 f1►)I�S ''S�aNA1 SNG�� SHEETS 8-20,FOR QUANTII��YY OF SCR€€WWS. A.&NN MILCE�t,P.E. FL P.E.#58708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIEDMULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' $ o SEE DETAILS I E, SHEETS 2AND 3PORAINSTALLATION W OR W TOSI'ECffICSU88TtATES. RAYWAL s�i MULLICN yam$&m O O $$ O Oqf;�2O O O O O O J W O O TOP VIEW N SIDE VIEW I m C) SHOWNWIIH t•X4•X.tas I TOPVIEW I I N y MULL" I I I I z J I EXTERIOR I I I I 1 PPERSUOSTRRAATE, tom' j I I SEETABLES 1W OR ISS z j I I ANCHOR STANDARD MILLION CLIP I 1 PPER MSUBSTRAM4 I EXTERIOR j z MODIFIED TO FR FIELD i SEE TABLES M448 CONDITIONS. �TXVANOLECUK z Q w p I I I i I 1 I i I i I 2PERMUST BE F, Q STALLEDINSIDE OF BAY MULL �LLXN 1N O a- i i II I I I I 52 j I 2'X8'X.120' �' Y II I I ANELECUP. 4 z I 1 I I a ET MUWON PND. MI I I MUST BE R78T/LLLED INSIDE OPMInL. AD. I TYRANCHOR PERSURSTRATE. SEE TASLES 10-148 ../� INTO WOOD. j� STEEL ALUM MTOWOOD.STEEL STANDARD CLIP To BE EXTERIOR ORMASONRY PRIOR ALUM.CMU OR MASONRY MODffIEDIWIlELD. EXTERIOR .�� •�,� 0 ¢a�°`� n -(•e�''"� �`�. w�tytDgWanme>�A,Im vEa BDIdIIy INS 5.41 INTOWOM STEEL, ALUM,CMU OR MASONRY n ERRE ��....�� DISTANCE 0i ePm uM Mro PER ANCHOR EWE DISTANCE PERANCHOR NOTES FOR INSTALURIONOPT�011T`• • • ••• •• �\`��ON,••••••.EN .�/<<,��i NOTES FOR INSTALLATION OPTIONS F. 1)USE 2 ANGLE CLI%PJA MI 44N Ag.�L1At f ft1 E OSEW INSIDE OF MULLION. 1 -A.:: NO.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.128'MULLION. 2)DETAIL Ti SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ' LOCATIONS. - V CQ 2)SEE TABLES i&138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL It •I UR 169 iy'�v� AN %EET 22 FOR HOLE Q�•, ATE 5. �W�� LOCATIONS. e�'t ^~ + _� -i 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • • • '•. L ORIOp. \?\` A.LYNN MILLER,P.E. FL P.E.A 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 1A • g Mallon Cepactly Table 9; Openingl Mdih((br-0cafy->l-&vmull-)-Ole-IngH49M(fl-t-mriout*zpamin6news) a! le Win Win min WI in 90 to IOD In 1201n 14001 Isola I• a RadWROIar I 1h mang. wa•n•Su TWIII 0.P Ra IAWar WSIM-0 RB<oetg•• Trep clang. mar TmpRSmg. aeateraft Tmpmtmtg. Reotar•tcar Ta6lf'" lowelong. Rm11a1816az Trap o r•. & i x2x.125 Leadag Leamn9 LaMdn9 LWAV LOSE" Uadng Laaft Laadng Looking Laadt• L*Nft Lowng Laaft Lucaft toadn9 Laadng Leedag Loa" Alloria.Tubo 421n 111119 1 408 129.61 93.2 409 II&SI 326 79.9 408 /20.8 321 0&9 408 104.4 318 1 82.1 408 104.0 319 85.0 408 104.0 319 40.6 408 104.0 319 39.6 408 104.0 318 $8.0 108 1011.0 349 48 to 749 312 BS8 269 821 512 71A 262 8&6 912 97.0 248 4&8[312 83.2 246 41.0 312 813 244 37A 912 819 244 312 512 81.0 249 28.8 312 81.0 211 211 512 81.0 244 Cn 20.02503 S" 281 709 2M 632 •201 619 228 46.8 'd1 66.7 224 39.9 021 = 3&5 281 W.1 220 31.9 291 19.3 219 28.6 281 413 Me 228 281 493 219 20.0 281 4&3 219 64 In Me 247 67A 207 43.9 247 499 202 379 247 449 198 32.9 41.5 US 202 267 WA 104 20.3 247 3&4 193 219 247 36.1 t93 16.8 2N 3&1 193 1&4 247 S&1 103 m Win 30.4 200 412 170 320 200 35.4 166 27.4 200 31.5 163 24.0 20.9 1120 213 220 27.1 159 192 200 259 157 16.9 2DO 2&0 166 631n S&1 161 30.3 155 27.8 181 30.5 152 217 101 28.9 149 2&7 24.5 140 10.4 181 22.9 1N 11&6 181 21.7 143 soIn 20.6 165 30.0 142 24.0 165 2&1 139 20.8 186 23.1 138 1" 21.0 134 Z 7201 22.2 139 213 120 /8A 139 199 its 16.9 139 17.6 116 W � a 78 In 169 126 10.7 1118 16.7 128 03.0 107 .=• d• 78 in 17.6 118 182 104 O TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: AnohcrCa aI Table b9 sLt mtm 2.7k comwe 3A3cona. Hoemcm mom "Woad m m �)X t ANCHOR CAP"°"`4'�=ANCHOR CAP.,,, y tN- N18•Ebo 11C 86 Ef00 6116'Ebor A108met 012 Steel M .,,o,,,q,AWWTM 3116•EboU1tm00n twrko llBream 3fir Ew Mama ve SIN Uma0all XAnehorClpPattem9 150mon Agam3dor 1111mon 8omw(OSI8amw(G5) USE THIS FORMULA TO OBTAINTHEANCHOR NEdpm meDal r 2.12 1. 2•IM 3.116• 1• 2-tir r 2 im r 3.98' 0.497 GAW CAPACITY REQUIRED'CORRESPONDING TO AN F x Emlbd tag 14x4• /.Y4 1614• 10.14 r 1414 t-114 1 114 1.174 t-11111 i M4tam IamACTUAL PRESSURE REQUIREMENT FOR THEaPO2Amlam®4.76•Nb.0.0.1 emdlbdat odMd (FIB.1k asoma 39003 42050 Bee roe 1 me 270b3 220 ms 354 ms 740 ms 374030 86490 341 Rm 442160. OPENING,WHEN IT IS LOWER THAN THE MULLIONO.4 AtOhde 11.110 AOn.O.C./elandra4W0fteqCap(Fb.2k 480033 mom WA WA WA WA 360lbs WA WA WA WA882 ms 885MM CAPACITY(FROM THE TABLE)OF THE SELECTED ffiyp 4Amtam4Ds lano.al(2)2a5An&CC"I(Fla.3): M11A Isom. 880ms =11A IB9800 540033 660033 WA me;3 748lb0 88Dm0 BW90 06M 1120m3 MULLION.IT WILL YIELDAMI•IMUMANCHOR2Anch m®&45'WA WM I U4Mp,mm.126'Atam.(Fq.4): WA WA WA WA WA WA WA WA WA WA WA WA WA 716033 CAPACITY WHICH MAY BE USED TO QUALIFY1 Amhw/F•COp(FTg.6'I 190 me19560 220 me 445 mM as ma 135 me 140ms 177 ms 37000 reran 052030 1100. 221 Ila 28080 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amh= 1.16'bthlQCIFCIp(Flg•0I: 240W 350 ms WA WA WA WA 1189 mM WA t4M WA WA34100 442 00 SBO ms ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: RBVl3BD as mt9p�1a8 p14b W Fbr14a • . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. D11LdlttgOoda SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.0o5• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. r FIGURE 3: 1 Nismt a P cl Conuo{- 3)MULLION AND MULLION CLAS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHQm ON BWET$2V& • 92. •• L(11 1117)71 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • • ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPEGFlCATTIN4"HOLLON�IND QRQ�IT ILLED• • •• • 1N3' \��•' UCENSF'•��FQ�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM"D.WOOD SHALL BF E53lQ2E DtERT�Q FIGURE 4: FIGURE b: FIGURE S. YELLOW SOUTHERN PINE WITH AN SG OF 0.85.ALUMINUM SHALL SE 8083.75 AND B A M M O .r • • • •• 1 fit', THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO B 1•X r X.126'MULLION EAT No.58705 LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND {{II f I Imo�fII __ OR 41�3 THE MATERIAL.010&012 ANCHORS 1470 WOOD MAY BE STEEL,18-8 S.S. .S.••• • ••• • • %AQ•'•, (S1/A E� S �•�� ••• i• • 000 ••• • 000 ••• A.LYN�JrfiII�L R.P.E. FL P.E.#88706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A Mullion Capacity Table Opening Width gorvelthafly sp9mUg m1Wore)OrOpantng Height flor ung mwlom) m 0!6014 60 in 70 In 80 N 901n tole 12014 Mi. 1M M 4, 6 Trepfrdeng. g Reoteresim Tm7Rrbre. RLompmm TrLoarimrB. Rea" TwP`rdere• ReetmgNm T�eprdm0. ReotevgWar TropRdmq. RemereUar TmplOh119. Re41e11901m T1apTdea9 Reatm•ukr Tmp7dmp. Reotmpulm � 2 1 x 2x.376 18edb9 loa6D• Laadng lcadkiB loemre Lw6re Loa6re Loang LoadlnB Lon•re I L4emre I Lmdleg Lmdtre I LmdDg l,osrAng I 18atltre 10860 Lmmlg y AWmTobe ell mullion 11111111 fill 11 fill 110 H fill 11111 111 EL 421n 170.0 020 170.0 616 161.3 602 170.0 478 128.7 842 17&0 608 1138 662 ISMS Sts 1008 882 t8a9 817 BD.B. 662 1Sa9 1 617 17&7 02 18&9 517 00.9 662 1685 817 150.7 0B2 -18-as 817 3 W 4814 121.0 607 186.0 418 101.4 607 1192 410 80.9 607 1D6.7 403 760 807 1020 NO 07.6 607 08.0 387 ame 007 89.0 368 60.7 607 99.0 368 43.4 607 Bao 398 1 3a0 a07 88.0 386 LLWI SO.=in 103.7 466 1146 370 86A 466 SMS 371 74.1 468 90,6 384 048 408 84.6 380 67.8 450 81.3 3'A 61.8 466 80,0 369 412 468 SDA 358 37.0 448 80.0 386 ffi.4 468 B0.0 360 LU 60 N 338 864 400 03.3 712 400 80.8 320 01.0 400 727 322 63.4 400 1 87.3 1 318 478 400 04.0 3% 427 400 62.3 314 WS 400 61.8 313 30.0 400 81.8 313 26T 400 61.6 313 I- F 60 in 623 324 08.0 270 629 924 67.5 270 446 = 61.2 204 3a9 324 49.0 260 348 324 43L0 29 SiA ON 420 286 260 321 40.6 253 22.2 324 40L0 263 19.8 324 40.8 263 � N ]$61 63 In 63.6 284 67.4 252 440 204 40.2 240 3a4 204 43.8 241 me 280 390 2V 2a8 290 37.1 230 269 284 362 2i2 22.4 286 33.5 230 10.2 204 33.4 230 180 294 WA 230 4� 0 66 In 4aS 289 498 230 390 266 424 226 3a4 208 37.0 221 29.2 250 341 218 208 288 31.6 219 234 288 298 212 196 288 28.0 210 W 286 27.7 209 140 2S0 27.7 200 Z z �• min $6.0 225 37.0 106 990 228 322 101 S.7 225 28.4 188 226 226 28.8 106 20.0 226 286 182 ISO 228 22.1 1SO 160 228 20.3 177 as 226 196 178 143 226 18.0 178 7610 360 202 320 177 268 2M 27.2 173 21.8 202 .9 170 192 202 226 167 17.0 202 10.7 US 18.3 202 164 iW 12S 202 10.7 100 10.8 202 118 168 8.6 202 ISO 168 78 In 28.3 1922 28.8 168 23.0 192 261 169 20.2 192 220 1B2 17.7 402 19.7 ISO 117 192 161 767 142 192 168 18S 11.0 192 112 162 10.1 192 144 160 B.e 192 14.2 160 Mm %S 144 18.0 128 114 144 10.7 L•fn 18.2 127 18.6 113 M tCd3 � TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: fq Anchor C Table ft ANCHOR CAP.,o,,, K x $*atom 23kPommels UWAWA L Fb0Wcmu FBleddat FT Wood Mei• PP-)X )=ANCHOR CAP.- 114'88 Elco 8118 Elco 1 W S8 Eb0 610 Sten 612 SW 012 8•ei MLILUON CAP.,,,,,,4, V X 0 Auahor Clip Pattern• TTPm 8110'Elco NUe000 U4'Ebo Uitm4m3/10'Hm Uam4m 114'amtBksom AB9m0ata ut»waI ABpeOmm lbmxr6sR n4m•R168 8aew006) USE THIS FORMULA TO OBTAIN THE ANC R Q � E;e nbtmoe Bnt r 2-Vr r 2arr r 2.Vr r 2-sir r 3•tre• r 946' 66r O 2a• CAPACITY REQUIRED'CORRE�lDING TO AN D Embedmmd 4s 1314' t-314' 1-974• 1314• 1414• 1-1N' i-114' 1.1M' 1-114' 1-114' r l'w 1.916' lades ACTUAL PRESSURE REQUIREMENT FOR THE A •� 2Anokm d4.WMm.O.C./61m•ra«OIWCaFlFg.f> 39Ome Mft •50C e9oare 27oros 2W Ms ss41w Fa169 We ms am e4eros 33fba fm aeo9a OPENiNO,WHEN RISLOWER THAN THE MULiJON 2 4Aomlcm431.10'Mm.0.a18tmftd(w WmQCSFO�b.a 4MM IM ms WA WAWA 3MM WA WA WA RA WA 0925. 9868. tt20 the CAPACITY(FROM THE TABLE)OF THE SELECTED 4AnWnmG3'Min.O.C.1Ttl2s8A1g1etS9s/ .3t 7800. mms 58016s ism me 600 be 669•s WA 760Ibs 748168 6600• 1882 ibe 682@s B861bs 1120 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 2,Upbme @ D.48'1Aa.O.0I11C AM.126•Abrm.n.dt WA WA WA WAWA WA WA WA 79A WA WA WA WA 7161 CAPACITY WHICH MAY BE USED R QUALIFY tAle4r1F470fb.titJ5. IS$r. 226 ne 445 e. s 1861bst400s 177 toe MIts 107Ios 39261a 473Ibs 170 ms 221 IN 280bs ADDITIONAL ANCHOR OPTIONS FROM THE 2Amla.@1.16•A9t.O.CJ F4xrF(4o. 240 ms 30010s WA t0AWA IM bs WA WA ft WA WA 34116s 1 442168 5wms ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCrRUVMW FIGURE 1: fmMRE Z: TABLE NOTES: with ft Fbirl"�.,�-• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. ��• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. tow _ 2)LINEAR INTERPOLATION SETWEEN MULL LENGTHS ARMOR OPENING WIDTHS IS ALLOWABLE. I �Ilemt o Pro us0 omtr01 1'1 FIGUREI 111 11 u, 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DtiMEtd31D11913BEi16EET6 21.23 • • •• FIGURES SHOW SUGGESTED.APPROHOLES TO BE DRUED IN THE FIELD FOLLOWING XIMATE HOLE LOCATI�IS.RESTRICI'ION3 Sl•1bWN ON 3t T*Zi i� • • i ``\ �pN(LYNN.. ii�2i' • •• • s • • •• �10ENSg''•.F� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLQ%A1D0W- • • • .376' FIGURE 4: FIGURE tk FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90 WOOD SHALL BE PRrssURE-TREATED • • -T = ;• No.58705 ' YELLOW SOUTHERN FINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 808346 AND BE A MINIMUM OF.126' 1 X r X.376 MULU01d THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT //rr LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAy3SC R4 �t TtgFADS•BEYON THE MATERIALA10&612ANCHORS WTOWOOD MAY BESTEEL, SO $5. • • • •• ••• •s u' iAlys "(W • • • • • • o • '�. FCORIOP.•' , • •s • • • • s • •• • ••• • ••• • A.LAWN MiLL1ER.P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 0 0 TABLE 3A ® ,+� Mullion Capapity Table , Opening Width(forvedlea apaniing n illon9)or Opening Helght(tw Foftenl y-6peMng itramm) 50 to BON Min 80In Own 1001. 1201n 140N 18001 1x278x Reefen9N« TrWMNV. Reef« .376 AlumUaplalm0. Rxta�g9er TmPflBeng. n ler naAm�9• ReeNn•d« aq. 7h}VIMn9. Realengtl« TroNnlsaO• ReMen81/ar hep?dang. Raelea9Wx X080• o. t5 I.oadne Loafing Low Loadn0 Loa" Lead% Loafing Loaft Leaft toaM9 Loafing LONre Lowing Leadag Leafing Tube Mullion fu�nB gY $$. z ~gym 42N 170.0 820 170.01 436 170.0 744 1700 478 1740 866 1700 608 170.0 982 170.0 619 1170.0 1118 170.0 621 170.0 1210 170.0 621 1148.7 13M 170.0 621 12741401 170.0 621 111.6 1301 1700 621 48 In 170.0 708 170.0 624 170.0 OW 170.0 684 170.0 982 1700 630 170.0 1133 170.0 681 151.8 1139 170.0 877 138.6 1139 170.0 880 113.9 1139 Inc 1580 W.0 1139 170A ON 96.4 1139 170.0 NO W 5OAM61. 170.0 747 170.0 6153 170.0 898 1740 at 187.8 1032 1740 884 14&8 1032 1700 723 130.6 1032 170.0 747 117.4 1002 1700 788 a7A 1032 170.0 759 832 1032 1702 768 732 1032 Me 768 541. 170.0 TBT 170.0 612 181.3 907 170.0 691 1302 ON 184.7 730 120.9 807 162.0 720 IOTA 907 1400 714 908 907 141.1 710 802 807 110.0 709 89.1 007 140.0 709 80.6 007 140.0 709 m h 60 In 141.1 136 151.6 626 IVA 736 130.9 811 100.8 736 1100 � 89.2 748 1002 620 781 738 88.6 683 708 736 �.1 678 88.8 736 91.8 871 602 736 81.8 674 +14.1 736 91.8 1571 031. tz.9 668 130.0 870 101.0 ON 111.6 667 07.0 60 082 647 702 088 Mt 636 BT.T 888 8&0 631 809 1588 VLO NO NA 888 762 621 432 686 768 821 38.1 868 76.6 621 88N 10" 007 1124 822 88.3 007 801 811 76.7 607 88.0 601 802 607 77.1 493 5&0 807 71.6 488 610 OR 87.6 481 442 607 03.4 478 372 807 OLT 474 33.1 807 62.7 474 Z a 72N 81.8 We 86.8 444 600 610 73A 431 10 84.3 420 61.0 610 671 410 404 610 63.3 413 402 610 60.0 408 $4.0 610 462 402 292 610 44.4 399 26.6 610 44.3 399 r,,.> N 78 In 88.4 468 722 400 67.8 460 61.7 392 49.8 4W 64.1 386 43.4 468 40A 378 3&0 488 44.8 373 34.7 466 412 368 282 468 37.7 302 242 468 38.0 368 21.7 468 3&7 866 �.1 J Z 78 In 64.2 436 W.0 361 632 436 68.8 373 482 436 492 388 441 436 44.7 360 36.7 436 402 386 321 436 38.1 361 28.8 438 34.4 344 Me 436 318 341 20.1 438 322 340 '4 = ~ 90 In 412 327 43.1 280 34.8 327 3&{ 286 28.9 327 31.8 280 28.1 327 28.3 276 232 327 26] 271 20.9 327 23.7 288 17.4 3V 21.0 282 14.8 327 10.3 268 W) 96N 34.4 287 36.4 267 2&7 287 29.9 262 21.8 287 282 218 212 281 28.1 244 1&1 287 20.8 210 17.2 19.3 237 1lf 287 1&8 232 N xpp 108 In 242 227 24.7 206 202 227 202 201 17.3 227 18.0 t 16.0 106 N 111 N 22.3 216 22.7 194 182 216 19.1 191 162 216 182 186 n 1201. 172 184 17.8 187 C4 N N TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q X O AnohorCe Table d ANCHOR OAP. g � SubelmW 27kCon«ete 3.6k0on4. Ho0a3CMu FBied(8tU P77/aod MINI (OP-)X( °'t,°ANCHORCAP.,� ertrEbo vraetae ane Eleo v4•saEbo 6loateel 6lzatael 812ated MUWONCAP. AnOhorCOpPattema A"dw Type 9/18•Ebofabaoan 1N•EboUOmoan 3/18•EbeUlBeoon f/4•Eboll&aoen lAlm4on A99SO M unmoor Ag9r S Eb 80109816)sare8leN >Ma ted USE THIS FORMULA TO OBTAIN THE ANCHOR Edea p ism Onk r 2-Ire r 2.1re 3-VT r 2-Ve r 2-trr r 3•u6' r 448• 0Ae• C.s24• CAPACITY REQUIRED"CORRESPONDING TO AN Em6edm�t0ak taw• 1.314• 14W 14W r 1.114• 149' i-114• 1-114• Mw 1•fw r tare• Tara• .edea ACTUAL PRESSURE REQUIR£MENTFOR THE 2AMhm0 7s ML 0.411StWIBM«ortae<c99lrb.fk 39028 390 ma MVn Men 1044 ms 270U 2691bs 3150ea 740 a.. 374 as 664•s 04800 lobs 44200 M$ OPENING,WHEN IT 18 LOWER THAN THE MULLION 4Anohom@l.lr W&O.QISW old(Ot0 00pft.2k 40020 70023 WA NIA WA IRA 360 The WA WA WA WA WA eoma 866ms 11202. CAPACITY THE TABLE)OF THE SELECTED 4MOM 0Tfiff.o.C.IM295Anp�CtOIft.3k 78023 760 ma 68060 1680@3 /MBme 540 Its 600U WA Teo as 748ms 880163 18828q 682 me 686 m3 112023 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Ano6aa @ 046.61N.0.C.I gyp.640.176•AMM.0qt•4k WA WA WA WA WA WA WA WA WA WA NIA WA N4\ NTA 718 m3 CAPACITY WHICH MAY BE USED TO QUALIFY I Andmi FLOP pa9.6k I mo 1�m3 42b Aq 416.6 871 ms 136 We 14023 17Tma 370183 t87 ma 33223 473ms 170ma 2211b3 2BO ms ADDITIONAL ANCHOR OPTIONS FROM THE 2.000'172671.16•MN.o.Cl F421p(Fle.Bk 2/0 me 36023 WA WA WA WA 100168 WA NA WA WA WA 3411 44224 80020 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. T""'�� RBD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. with an p� 980odo N6 FIGURE 1: FIGURE 2: TABLE NOTES: ODie 2 --� 1.000" r•-- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 23 FOR INFORMATION ON LOADING. te1+�ado PreftI Co rel SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• o•• • e • • • • 11 11 1 2)LINEAR 80TERPOLATION BETWEEN MULL LENGTHS AND(OR OPENINO WIDTH'S IS ALL(YWMLE. •• • • • • • FIGURE 3: • •e • e • 0 *`-* 2.7811• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMFj1$IdN3^ SFt�Q�21 Z3 Q; C '• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTK)NS 3HOWN-074 H)EA! 1-23.8 • • • '+0 No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED B•1 PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS LLO AND GROUT.FILLED rI CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C4M W00D S BEP 13SURE• D••• • a •376' �`�� /;2.��S ` FIGURIE 4: FIGURE 6 FIGURE 6t Aj NN19� • • • • • SATE F ql! YELLOW SOUTHERN PINE WITH AN 30 OF 0.65.ALUMINUM SHALL BE O B M6dl O 126' THICK.STEEL.STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK 18 GA STRIICTURaL TQJ AT • •••I•X*-7643X.376•MULLION LEAST.12G THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS SWYOND • • • �si4 ® ( Ut^1 � ® � THE MATERIAL.#10 8 S12 ANCHORS INTO WOOD MAYBE STEEL. S.S.ARk10 S.S! 000 • 004, • 1s,IONAL A.LYNNIMIL[i5A P.E. FL P.E.#68705 • • • • • • • • • • ••• • • • ••• • • TABLE 4A Nwlnon CaPstatty Table PbsR6 OponingWMth(for141N a*spaf211rgt7tJB64t9)-Cponln8Height(93rhorimorRaty4g7errirpmtOforts) �#4 607n I806 I 7otn 6 8090in I f00N 120N 140N 160N ale }tOy 1x278x Reolan9t ttepMIM. Reolene7dm T1WMI-9• RmfttI;aier D Wrden9• R Tre7tlTdM RaotwWw TrW1111". 14NWTQIW Tare- Renk*dw TMPMIMg. TteWfdenO Rechr4d r M%nbnB. 4 iS ixIIGX Loaft Loft Loaft ueft Loaft LwAm Loa" Loaft Loadltt8 L-ary LoeQa6 Loaft Lam• Looft Lwft LoadaO Lwft Loaft11 g.Y Tube mullon � m 1 4 1 111 1111 11 111 it I z 40 421. 170.0 ON 17110 436 170.0 744 1740 478 170.0 888 170.0 NO 170.0 012 570.0 519 17110 1176 170.0 621 17110 7240 170.0 521 170.0 9% IX0 621 168.7 IM 170.0 621 MA 1516 1711.0 521 486 170.0 706 170.0 104 170.0 NO 170.0 684 170.0 802 170.0 830 170.0 1133 170.0 661 170.0 1275 170A 077 1780 1417 170.0 880 141.7 1417 170.0 880 121.6 1417 170.0 880 108.3 1417 170.0 680 60026N 170.0 747 170.0 683 /TO.O 088 170.0 031 170.0 1048 170.0 654 170A 1106 170.0 723 151.8 1288 17110 747 146.3 1260 770.0 768 121.0 1288 170.0 T68 1046 1288 170.0768 91.4 1288 17110 768 W im., iJ 64In 170.0 707 170.0 612 17(1.0 9!B 17110 891 170.0 1118 STOA 764 166.7 1130 170.0 803 1938 1130 170.6 037 120.0 1190 170.0 868 1006 1130 170.0 881 68.1 119E 170.0 1301 70.3 113E 170.0 601 m C$72 10 mN1 606 170.0 BBS 470.0 701 148.0 916 1823 781 126.0 816 144.6 748 108.0 918 1323 736 iq.8 816 123.9 728 87.9 816 1786 720 732 916 114.4 716 6Z8 916 114.0 716 648 916 714.0 718 ((�� 636 161.8 NO 161.9 710 1286 830 136.8 M 105.6 N O 1232 681 04.9 830 1122 670 64.4 890 104.8 851 75.9 830 88.4 068 03.3 830 91.6 849 642 830 04.1 849 47.4 89D 81.1 849 BBN 1321 767 110.0 BSO 110.0 767 11118 838 94 767 106.0 824 82.6 TBT 06.1 014 73.4 767 89.1 008 88.0 767 842 800 60.0 Tb7 78.0 693 472 761 762 681 N.9 767 762r- 001it 72N 101.7 638 100.0 652 84.8 630 04.0 540 80.1 630 MA ON 722 621 606 896 88.6 6M 608 048 82.3 608 42.4 698 672 SM 38.3 830 W-2 96 55270 in OU 671 00.4 498 721 671 NO 488 MA 478 64.4 677 80.0 471 44.0 671 WA 404 482 671 61.8 459 38.0 671 47.0 451 308 671 71 44.578In 808 612 83.4 474 08.7 812 VIA 46S 67.1 842 02.1 4SO 80.0 Bit 88] 449 44.4 612 61.0 M2 400 6(2 476 437 33.3 832 42.8 420 28.0 642 42 40.1 62.1 407 63.7 381 43.4 407 464 366 372 407 MO 340 3Z6 407 36.3 343 288 427 32.1 338 20.0 407 20A 334 21.7 407 28.1 327 160 407 07 23.0 98N 4Z0 356 44.1 320 35.6 358 372 314 30.7 338 32A 309 26.8 358 28.8 904 23.8 $50 28.1 300 21.5 968 24.0 298 476 3SB 21.0 288 16.3 368 coxf "M 30.1 283 30.8 265 25.1 207 26.9 251 M.5 283 22.5 247 18.8 283 188 244 18.7 283 18.0 240 16.1 283 188 237 N � � 114 N 278 287 25.3 242 23.1 287 23.8 238 180 287 200 235 17.3 287 18.3 281 18.4 267 t86 718 N f�/7 120N 228 740 220 208 18.3 228 180 205 15.7 229 18.2 202 Q .X j Q TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: G Anobor TabM b9 mK 8Waa mte 2.7k 3.6kcw& ReOon W FEW CMI film (Op-)X/ANCHOR OAP o ANCHOR CAP. - a$ 6/18•Ebo 1N'SSEbo 8111 fto 1/r SBEbo 6128te4 6128teei p1ULL10N An9horCOpPaff9ttre Analma7ypa 3x16 f3oeURmcon tN EboUOecm Irtl, m1B'Ek.Mom N4•a"0111ocn A�efv UMN AWeoaNr eotea(051 eOMM) USE THIS FORMULA TOOBTANTHE ANCHOR Edea t MMM(t# r 2-L2' I. atm 3.118' 1• atm r aim r 3.1/0' r 0.64 E324• CAPACITY REQUIRED'CORRESPONDING TO AN Es08•eeN 141 t4r 14r t yr 7 11-144• Ww t-114• 14W t-174• 144 r VOW renes ACTUAL PRESSURE REQUIREMENT FOR THE 2A.hMQ4.75 k&1.CIA 48W0fflwWW Ce".tk 390 ma 390 ma 450 me ONOM 1844 me 270 roc 280 ros 354 Is 740 no 374 roa so ¢4 ms 442 ros 6BO rob OPENING.WHEN IT IS LOWER THAN THE MULLION 4Aawh-01.151.1b.O.a/stanaad(arOWCOP n.4 4WM 7m me WA WA WA WA Seo na WA WA WA WA WA 11mma CAPACITY(FROM THE TABLE)OF THE SELECTED 41kno' @rMm O.C.1M a8Atgb COTe/0.10.8 780Ibs IS ba 880 Ws IBM Iba 7898 Na 540 ft 680@27 WA 760m 7481bs em 1143 18920• ft 11201027 MULLION.IT WILL YIELDA MINIMUM ANCHOR 2ArMw@ 1146.11ft QC,f U4 p,M.125 afam.(FN.41 WA WA WA WA NIA WA WA WA WA WA WA WA ,2n-- CAPACITY WHICH MAY BE USED TO QUALIFY 1 AndWfF49p(Fp.6Y 190 Por Wths 22500 40 82206 1361ba "aft 17T1bs MUM 2r r" 3321ba 473•S 17070s 2211IOs 289 roa ADDITIONAL ANCHOR OPTIONS FROM THE 2Anetwta 1.15 M6.O.C/FmM ft e7 227 ma 350 WA WA WA WA tW lbs WA WA WA WA WA 317 ao 442108 we ft ANCHOR CAPACITY TABLE 62dar"C*-71 NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CI)CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET 24. �oWm FIGURE is FIGURE 2: TABLE NOTES: �1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. §odact Con9o1 ! • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 171/) •• ••• • • • • • 1%111 2 LINEAR INTERPOLATIONBETWWEENMUIkLLiNGFHSa1NOfORoPr1NN64LIUTHSISALLOWABLE. FIGURE 3: ) • • •• • • • • • _ � O•.•••••••.,/( �i� 3)MULLION AND MULLION CLASH O TClSC/dE.t'WMAOF DIMENSIONS,SEE SHEETS 21-23. 2.760' 4�•��.' \CENSF •'tF'P HOLES TO BE ORAL1cD IN E1 LO CT"S SHOWN ON SHEET'S 21-23. ! • • • FIGURE3 SHOW SUGGESTED,A TE L TION +• :• No.5670s •••. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �. X �.(, COCREFIGURE 4: FIGURE 6: FIGURE 6: YELLOWd � THIC]C9TEELSTUDSTCBM1 UMGRrApEANDOLGTHI( (1�(iASTRUCTURALSTF_EI.TOBEAT � '•. R p,.� �`� ! LEAS7.128•THICK AND g30.{1LL CHO(�S Q oOET�I.311A1,`EJ(} A T 3 9CREN1 TF6tFA0S BEYO7� 1•X 2.76'X.850'MULLION i�ss••�ORiD.,..� THE MATERIAL.#'10&812 A14CHOIiB WTO WOODJMYeBE ar TEEL,IBS. R 0 3S. �//I 10lYA�- \aa / a •• • 000 • *00 • A.LYNN LER,P.E. FL P.E.4#6870 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5A Mullion Capacity Table alR Opening WId81(torver@ceSYspaMng rruIDan9)or Opening H•Igh6(for iv rimnteMug") � 50 in mm rom sour 9010 too in 120b 140 in imtn $ Redwoder Tmpfrdeng. Rwtartg for TeA17tteA4 Reolen9d• Teomms. Reatunaiar I 1Wft4 RmbMft Tag. Rodr4d r TmpRdM amb"8uta I Tmfi6mtg. Realatlp/er I Tt w&m Reelm9tTrepm=% La a 1"x3.128"x >• Lwft Laadr• Loedttg Loafing Loadtg Loft Loadn9 Loaft L-ft Lwdtg Loafing Lowing Loath• Loa" Lo9d09 L-ft lasting by AW Alum U> Tub MullCNI 11 fi 1 11 it Q 42 In 170.0 820 170.0 US 470.0 744 170.01 478 1780 M 170.0 500 170.01 982 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1186 110.0 621 170.0 1735 170.0 621 154.4 1802 170.0 521 � _ 401n 170.0 708 170.0 624 170.0 860 170.0 am 170.0 882 170.0 Me 170.0 1133 170.0 set 170.0 1275 170.0 877 1740 Mil 170.0 880 157] 1577 170.0 880 135.1 5677 170.0 880 1168 1677 170.0 880 N 60.m6tn 170.0 747 170.0 503 110.0 808 INA 831 170.0 100 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 1740 768 t4t.7 1496 170.0 768 121.5 14W 170.0 750 705.3 1495 170A 755 m � Q 54 In 170.0 797 170.0 812 170.0 WB 170.0 891 170.0 itis 170.0 764 170.0 1276 170.0 803 1841 1401 170.0 837 119.15 14M 170.0 Me 124.0 14M 170.0 881 1048 1401 170.0 MI 03.4 1401 170.0 801 mm 1740 886 170.0701 170.0 1083 170.0 787 1646 1168 170.0 878 138.7 1158 167.0 918 123.3 1166 156.5 917 111.0 Mae 149.7 010 926 1158 140.6 903 79.3 1158 141.5 903 644 1158 144.6 803 ttttttttt��UUU J Mtn 170.0 930 170A 745 1583 1069 170.0 660 IVA 10W 1563 Me 119.9 I= 141.7 00 106.6 1049 INA Me 919 1W9 120.8 Me 749 1049 118.3 820 MA 1049 118.9 810 693 1049 118.8 B19 2 QJ p so in tome 965 170.0 789 139.0 m 151.3 501 119.1 as 1'4'3.7 789 1012 WS 121.4 T16 928 965 1123 780 634 9� 1044 757 093 M 883 749 59.8 M 88.7 748 621 865 9&7 748 .0.75 721n 128.0 � 1343 887 IW.O 803 114.9882 013 M MIA 870 Sea 800 91.2 Me 71A SM M.0 849 80 m3 783 842 63.6 BIG 722 032 443 506 690 828 40.1 m3 ski 627 , rn y� 7861 108.2 NU 114.1 628 91.0 721 97.0 618 763 M7 86.1 6W 08.3 721 783 age s47 721 70.1 Me 54.9 721 86.4 579 45.6 Tat 59.4 668 39.0 721 56.11 504 34.1 721 55.1 503 m 781n 101.0 688 105.4 � 84.2 684 82A 607 722 884 78.4 578 83.1 684 70.4 587 58.1 684 84.4 558 50.6 084 693 $51 421 504 54.1 541 30.1 684 51.3 Me 313 684 80.8 634 Q pt O 901n 853 614 67.8 458 64.8 614 67.3 448 47.0 614 603 440 41.1 514 44.8 433 383 614 403 427 320 614 37.3 421 27.4 514 333 412 23.6 814 M.4 408 20.8 614 29.0 403 � Lp � C 00 In 64.2 452 65.7 462 462 4iA 3W 38.7 462 440 330 333 452 383 981 30.1 452 nA 376 27.5 452 30.3 373 223 462 283 9W 10.4 452 242 12.388k.7 = 228 355 _ too In 38.1 367 383 322 31.7 357 327 317 272 357 29A 312 233 357 262 3W 21.1 357 227 303 140 367 238 299 1&9 367 1&0 203 t33 967 182 16.0 263 N N 111 to 36.4 338 35.8 308 20.2 Me 30.1 001 2&0 338 28.1 296 213 Me 23:1 202 193 336 203 288 173 We 140 284 14.8338 18.5 278 123 338 14.8 13A 289 � M N y 120 In 27.7 288 282 283 23.1 289 29.7 M 1R8 249 203 258 17.3 289 1&1 262 t5.4 208 18.5 240 13.9 289 14A 268 41.82m 128 240 0.9 289 11.d 10 2232 U •d O Q TABLE 56 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0. •� N AnoborCa W ThMe e ANCHOR CAP.,,",,,„ amaaate 7k SAlcom. aeu F01000MU PTWood Ne1d (OR-)Xt )"ANCHOR CAP.- anV ERe 114 98 Ek ens eteo va ss am ef0 sled etzstad ma steel MULLION CAp. „„ An9horCtlpPettema 3/1GBcoU6ram 11aExoUDmcan s•tCElcotAltaeon uaExoUmazon u5meat AC as Ek umaca, AggaxtMt Me Sled 80123 N6) acr4w(off USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge-3-312x8619 r 2-vr r 2-vr 3.48' r z41r 1• 2.112 z 3118• r 0.ae• oAT 012-3 CAPACITY RECAAREW CORRESPONDING TO AN FAtOediten 1-3ra tate• 1-3140 1STa r 1-u4• t 114• 1.114• 1.V r 1.114• M/4' r las• 1: 6 vale ACTUAL PRESSURE REQUIREMENT FOR THE 2Aix2x9484.76'LOR O.C./stamad•Ot6el laly(Flgh 3909-3 sm ms mems 8009» 1 m9 270 Me 280 Me 351 Me 740Me 374 ma 89d ms 946 ms 961b 44249 680 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMh=@ t.1s•Nin.0.4rat2a2d(.olse09 64g 27 4m 01s 7m Ms IUA WA 913 mA 3228 xw rlw Um 183 HAA 882 ms seems 11mms CAPACITY(FROM THE TABLE)OF THE SELECTED 4A11Mcm®3.NIA.O.C.1M216AIgte /(R9. 72109 Mon mts 1660 ma 1898 m9 510ms am as RIA 780116 748 bs 8M R8 1992Me 682 ga =113 1120 R8 M R 110tL i7 WILL YIELD MINIMUM ANCHOR 3Ancl0o00.44•Mn.O.O.IIJIMP,edo.tW Mn.ft 45 eta WA gw WA tuA 111A HAA UA IgA WA WA tUA IUA 19A to73 we CAPACITY WHICH MAY BE USED TO QUALIFY tAMnX1F (R0 196 m9 195Me 2714M 446 Ma 8•l2ms iMMS 140 R3 177 ms 370116 toy ft 9325n 413916 17oms 721 ms 2mb ADDITIONAL ANCHOR OPTIONS FROM THE 2AntMte 1.t6'6511.OW 210ms 350 me RN tUA IUA Imk lm ms NIA WA NA tUA IUA 331 m9 442019 560 m9 ANCHOR CAPACITY TABLE. RBVI8gD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 0> > 3rpb gyp I-1.000'�i ooept•toBNo FIGURE 1: FIGURE 2: TABLE NOTES: 0 FO 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. Product ontrol •• ••• • • • • • •• 3111 11511/ 2)LINEAR INTERPOLATIOWBETWEENNAILIPLENGTOSAND(WiOPENINGWIDTH$ISALLOWABLE FIGURE 3 3)MULLION AND MULLION S • Al ••T 2.0• •."R EXACT DIMENSIONS,SEE SHEETS 21-23 �a; �1GENSF'•,FP . • • • HOLES TO BE DRILLED IN EI j1LLC�D OCAT�� (ONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE E L 711 No.58705 ' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UN (CM CON TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED 5 �?' FIGURE 4- FIGURE& FIGURE& YELLOW SOUTHERN IYF($�TLSLG OF A1.ITA JM S AND BE A MINIMUM OF.126' 1•X 3.126•X.S'MULLION ��0. TATE�F '•,�d THICK STEEL STUDSiO 9E A SA(NIMUM 0�4D�33 046'T CK18 STRUCTURAL STEEL TO BEAT a • rVFMULLION i L. ..... \ (I I� LEAST.128•THICK AND ASS.ALL•4NCHQRS @►TO MiTAL SHALL jND�1T 3 SCREW THREADS BEYOND ( ) FS •.. THE MATERIAL 010&01211NCHSII6WTO WOOD MIRY BE STEEL,184BS>i0a4103.S. �'r�;S�p�Ar �C.��. •• • ••• • ••• • A LiTIiSfILL1�Ii P.E. FL P.E.O 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 6A Mu6lon Cepaogy Table � Opwftw11tm(torver8caly-9pet"mmtCom)oropentngHeight(for hmk M*spmWngrwAons) 0!�6 sod1 I Win loin 811h Min Isola =[a 1401n Isom �• ReotenONr m Renta war TMPT6en8. Rtbtanpdar heplAi�& Reolea>R4ar maAmwoll. Reota�9ar TreWMmg. Reelen0iar Ttapl7dang. Rwwaft TwIlla , e< flaw r4 Reatan9afer 7r wwarto. y 1114x.128 Loadbr9 taedia2 Loafto L-ft Imdn9 Loan I"&* Loaft InedGq LoaAa9 Losen9 1.004209 Louft Loadro Loa•t Loaut Loaft L4a•n0 �Y 311E 4210 190.0 620 170.0 435 170.0 744 170.0 478 170.0 BM 170.0 608 170.0 092 170.0 618 170.0 1118 170.0 sot 170.0 1210 170.0 sol 170.0 14U 170.0 sol 146.0 1489 170.0 621 127.6 1188 1740 621 W A"JgL 170.0 524 1740 860 170.0 684 1110.0 962 170.0 8311 170A 1133 1740 801 170.0 1276 170.0 677 1643 1903 170.0 680 190.3 1303 17OA Bso 111.7 1362 170.0 600 07.1 9300 1740 880 lFJ 6062610 1740 747 OA 03 170.0 898 1740 am 1740 1016 170.0 ON 170.0 1105 170.11 723 168.1 1236 1740 747 140.5 1256 1740 7so 117.1 1235 170.0 768 190A 1236 170.0 768 87.6 1235 1740 708 797 170.0 612 170.0 sob 170.0 891 170.0 1118 170.0 754 164.4 1166 170.0 803 1372 1168 170.0 637 123.& 1166 1740 658 t629 1158 170.0 881 882 1158 170.0 681 772 1158 170.0 881 m 0 6010 1740 866 170.0 701 1847 1042 170.0 717 1429 1042 181.1 892 126.1 1042 146.7 618 1112 1042 136.0 801 100.0 1042 1342 7111 8&4 1042 12LI 782 71.0 1012 12.01 762 62.& 1042 135.1 702 J 83tn 170.0 835 1740 745 161.2 902 783.6 818 1248 982 144A 709 113A 992 131.0 782 100.8 M 121.4 788 90.7 192 114.8 750 766 982 108.4 745 64.8 802 108.0 744 50.7 862 10&D 702 � J 68 In 186.4 947 170.0 789 1376 847 148.0 788 1141 947 130.3 788 MA 047 117.7 752 919 947 1647 738 017 9V 1022 727 666 947 83.1 713 59.1 847 04.0 711 61.7 947 94.0 711 Z 1J g 72 In 136.0 649 142.7 737 1132 00 121.8 772 97.0 8W 1086 708 846 849 98A M8 76.6 840 88.7 686 67.0 W 82.7 675 68.8 80 76.3 869 446 842 726 � 42A 048 724 sot LU I S6 762 120.7 602 943 782 902.8 862 62.& 782 00.0 640 72.2 782 35.8 629 64.2 782 742 M 57.8 782 802 813 441 762 62.8 602 41.3 782 599 697 36.1 782 02.4 885 g 9 724 MA 834 89.0 724 84.6 821 78.3 724 829 ON 848 724 744 6M 50.4 724 641 681 69.4 724 83.4 083 44.& 724 67.3 673 $42 724 84.3 667 33.4 724 53.6 886 6 613 716 483 58.0 60 847 474 49.7 613 629 402 43A 543 47.1 466 3&6 643 426 452 34.6 613 39.6 40 28.0 649 349 436 24.8 543 321 430 21.1 W 30.7 428 9 478 68.8 427 17.8 470 407 479 449 418 432 492 366 478 38.6 406 31.8 476 346 400 2&7 476 310 3M 23.9 478 28.1 386 '83.8 478 266 380 17A 478 212 3T7 41.1 341 336 377 94.6 335 286 371 940 335 252 377 286 325 22A 377 24.0 321 241 377 2!A 317 18.8 37r 19.0 310 14.4 377 17.1.1 357 37.8 323 30.0 367 31.8 318 286 357 27.& 313 232 367 24.4 309 206 367 22.0 306 1&6 367 20.1 301 1&4 357 17.4 204 x.3 908 02.8 279 24.6 308 26.1 274 21.0 306 213 270 18.3 309 192 2W 185 396 � � ,�.0 212 172 198 r G 0 O TABLE 8B _ _ ANCHOR CAPACITY ADJUSTMENT FORMULA: g Ano of Table 0 efe•3Aafa 2.711 Ca•rme 9.8k Co0o. Ib6oerpAU F10e0CA11 PTWao4 Nelut (pm)X�ANCHOR N6ao0a flb'FJOo t2b #108WQAPANCHOR CAP.,,, � SnV Ebe f/d'�Ebe&18'EioO 1P1'98 Etoo 01080128tW 81281001 Anahor COPPattem9 AnOC 3/18.000 Ultraoon G7---,Nbmen 3N6•Ebo IAha0a1 A9pteOMar UNa0at1 A90reCetet 6wmv(o5)Sm•s(ue) Bon>Or(06) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ea98 a5mme(01): r 2-IrO i• 2•iTr 34w 1• 2-11r r 2-1rr r 311r r 0.46• 0.067 0.326• CAPACITY REQUIRED`.COt2RESP06mWO TO AN Evlbealrta0(b� I W 1414• 1314• 13N• r 1-iM 1-01, I-1w 1.114• 1-1w 1.1w r 1-" 1378' vein ACTUAL PRF�SURE REQUIREMENT FOR THE 2AU*=64/Vt.VMO.ai$Wndadot ORna1C4p6'b.15'4 390bs 380 ba 4Wlba 184090 2T0roa MMS SM on 749ma 40• tbs 9491bs 341 ros 4 tbs 635 ros OPENING,WHEN IT IS LOWER THAN THE MULLION 4ATKMM0221.61m.O.ar61083836INW580CIP(R94 700ft 700 ft 690 me 14toroa f 9 5 2•9 WA moron WA 030839 WA 6021• WA 022 ma 9esma 1t2ow CAPACITY(FROM THE TABLE)OFTHE SFIECTED aA01610691.m.MDL O.CLIMWAW(or00500COP Ft.4 SWIM t4oDibs MA WA Na 7soroe WA WA WA WA WA 13621be IMP* 224000 MULLION.IT WILLYIELD A MINIMUM ANCHOR 4 MdM 07 WA O.C.IMNoAngieCape Ift4 780 lbs Isom ON lbs 150Ibs 1M rA 54000 880lbs NW 70 roe 748 r 88011s IMQros M2ft 80Sne 1120Ib9 CAPACITY WHICH MAY BE USED TO QUALIFY 6 Atlatgte 003•L9n.O.a l 132X6 An&C5pe/0t 6j 11709• 1170013 1020 the 2NOtbs 204411m 010bs 840 ft WA IWIba 1122 on 1329 ros 2838 ros 1022 on 1327 be Issoba ADDITIONAL ANCHOR OPTIONS FROM THE 4 AOOMm 00.45.Na.O.C./WMP,Inte.UV Alum.(ft 4 NIA WA WA WA WA WA NIA WA WAWA WA WA NIA WA 1430013 ANCHOR CAPACITY TABLE PRODUCTRIMMW 2An0IM@2.26•MIn.O.a/F471PftR 350@8 360013 2002• 7Muw 478%s NR 2WW2 WA 318 @e WA 440109 WA 341100 442103 680010 �9 1411hf�IT10T1� 4Andom 1.16'MN.O.CIFL'0 .9 080 We MMS WA WA WA N61 380103 WA NIA WA NIA WA 862 ms mfba 1120108 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. � 1.0w BY FABLE NOTES: Aimnl a uct of FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S: FIGURE 8: 1)SEE SHEET 1 FQNNSJ%WTIWS QN USWG TFf TOLES SHEET 25 FOR INFORMATION ON LOADING.SFS 111 I 1 If fill • • • • • • • • • • • SHEETS 2.4 FOFOGENERAL WSTA LLANU"EIIHMS.• •r�D �� LYNIVi, • • •• • • • • • ``��xg 1, ......• MVQ ice' • • • 2)LINEAR INTERPEI jAT(OI"EItMU;L LEN( NDIOt:OPEMNG WIDTHS IS ALLOWABLE. ��..•' 7}CENSF ''.. P • • • • • • • 3)MULLION ANO&l.1074t&3 SINN ARE NO;T(ISAI!.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" *:• No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 8 FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. L • • • • 4ySUBSTRET�C(}�1 s tE1 TO A 901 sPEc1tFICATIONs.HOL1 ow ANO GRour F7uED .�0''•. • • • • CCNC Ut•YT'(CMU) �N� 70 7142} SHALL BE PRFSSURE•TREATEDYELLOW .126' TS.,FCORIOP.•'• \?: SOUTHERN PWG WITKA61 SQ O}�A1 jIMW AtdD BE A MINIMUM OF.120'THICK STEEL ��C� • ......• �C9: SS TO BE AM841Mtd1110RADE 331ND8041i THIO CTURAL STEEL 70 BE AT LFAST.126'THICK TU' SIOM1IA�•�C ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. AND A38.ATR 74NCHOR3 INTO MF!!F1Alf3HAL4!D(TENDAI9LEA5T 4 SCREW THREADS BEYOI4D THE MATERIAL 1410$ t'X 4•X.123 /` 1 t1 012 ANCHORS INTO WOOD MAY SE STEEL 16 8 S S.OR 490 3 3 MULLION A LYNN MI 5070 P.E. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A Mallon Capaoft Table Ibe � OpenhM WM(forvtlNca67-spa116ng mLCone)or"ntng Heigh(for hot4olaal"perWng md9an9) Id 501n Win 701n a0ln loin ]Ob in In 14001 i80In 7,1 p Rmtm i x 4 K.378 rBWm Tmi0he•. Redeno- Reb 7tap/rdestg. Reoten9utm ita7rMmtg. lie ulu Trey/rden9. TrtOJfAang• Raatatt8t0er Tom. RaoMv@der T7�•r7dett9. lmtg 1Ix4x d az Ttap7alan8• Reefmt9alat Ttapfnfatl. n Lttg Ube Los" Lob L-ft Loadre LOU% Loa t0 Waft WeAnl aft Leading LOW" L"ft Leaft L-ft tmdt �9 Lwft LemMg Multi a I h I I I I I I I h I I I I $ In o11�t-�•- 42 in 170.0 920 170.0 435 170.0 744 170.0 476 170.0 806 170.0 108 170.0 092 170.0 619 170.0 1118 Me 521 170.0 1200 170.0 621 170.0 t488 170.0 521 170A 1736 170.0 521 170.0 1983 170.0 521 2 W 48 In 170.0 706 170A 624 170.0 860 170A 064 170.0 982 170.0 I 830 170.0 1133 170-0 881 170.0 12751 170.0 877 VGA 1417 170.0 ON 170.0 1700 170.0 880 170.0 1983 170.0 880 151.8 2024 170-0 860 LLLLLLWIII 500A In 110.0 747 170.0 693 170.0 880 170.0 031 170.0 tae 170.0 981 170.01195 170.0 723 170.0 1345 170A 747 170.0 1494 170.0 718 1710 1703 170.0 760 te8.0 1919 170.0 760 13&6 1918 170.0 716 m 541n 170.01 707 1 170.0 812 170.01 050 1170.0 891 170.0 HIS 170.0 764 170.0 1276 170.0 803 170.0 1434 1780 837 170.0 1694 170.0 818 168.8 1700 170.0 881 137.1 1799 170.0 881 120.0 7289 170.0 881 � � Boot 170.01 M 1170.0 701 170.0 1083 170.0 787 170.0 1240 040 878 170.0 1417 170.0 804 170.0 1104 IMA 996 165.5 1819 170.0 1033 120.0 tell 170.0 fees 111.0 1819 170.0 1083 072 1819 170.0 1083 J Win 170.0 I 830 1170.0 745 170.0 1116 170.0 660 Me 1302 Me 940 170.0 1488 170.0 1015 150.7 1602 170.0 1078 141.0 1612 170.0 1122 IVA NO MA 1168 100.7 1602 167.9 1167 09.1 IOU 167.9 1187 L � Gain 170.0 1 071 1170.0 788 170.0 tiN 170.0 903 170.0 1384 170.0 1002 4W.5 1472 170.0 1088 142.0 1472 188.8 1146 WA 1472 150A 1130 107.1 1472 147.0 1108 01.8 1475 148.0 110$ 80.3 1472 14&0 1104 Z 721n 170.0 1089 170.0 an 170.0 1276 170.0 1008 t5u 1520 18&2 1101 132.0 1320 1498 1082 IVA 1920 WA 1008 1058 1320 128.8 t049 Me 1320 117.0 1024 75.4 1720 112.8 1013 688 1320 112.6 1012 781n 1700 1125 170.0 837 MA 1184 188.4 1013 128.2 1184 1389 094 102 1164 125.7 076 90.7 1184 118.3 964 09.0 1184 107.6 852 74.8 1184 878 036 84.1 1184 G&1 807 GLI 1184 923 928 � V) 8 78 in 188.1 1124 170.0 987 ISM 1124 147.0 886 Ilea 1124 12a0 947 103.8 1124 1f6A 031 92.3 1124 105.0 918 880 104 868 808 898 104 BBA B9D alb 104 84.3 881 61.9 104 832 878 � r 8001 10&1 844 111.5 760 90.1 844 91.3 738 772 $0 821 724 678 844 73.3 712 0$.i 044 88.6 702 618 844 81.4 BBI 45.0 644 542 878 388 044 60.0 60 33.8 844 47.7 90 bt 89.1 742 913 883 74.2 742 77.2 852 830 742 672 9N 6&T 742 59.8 831 4&6 742 61.1 822 448 742 408 611 37.1 742 43G G00 318 742 38.8 580 27.6 712 97.8 6& N ^ O e.• 1081n as G88 638 630 62.1 688 me 621 447 688 4aA 613 39.1 688 41A 506 368 685 $7.3 488 31.3 � 34.2 492 "A us 208 481 22.3 688 28.5 472 10.5 686 24.7 4G8 N M FiR." 578 665 688 603 480 50 498 495 41.2 666 428 467 398 668 36.0 480 328 856 34.2 473 28.1 318 487 248 868 27.1 467 20A 666 248 418 188 565 224 442 X46.6 475 46.4 433 38.0 475 Me 420 328 476 338 420 28.6 478 28.8 414 28.3 478 28.8 40$ 228 475 208 401 198 476 21.1 3B6 1&3 476 183 967 14.3 475 172 381 28A 330 28.7 306 25.0 330 224 301 1&0 330 19.3 207 198 330 Me 293 TABLE 7B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: g AnoherCa 61 Table a � Subablk 2.7k Captele 3Wt Cot•. tm3ewt2bu mad 1107 FT Wood Memt (DF,�)XANCHOR CAP.,,,�,,,,�aANCHORCAP.- -' 8fW Ebb 174^88 Ebb SW E160 114'88 Efoo 010amel 0128fed N2ateA MULLION CAP.,,,,o„ Anchor Clip Patterns AnO 3i10'Ebo U9alon 114'Ebe UMaesn 9718•Ebo Ntte¢mt 1M•goo tlltmo0rt IAOeoon A9pre0etat Ntm¢on A90m0ator BoreN(OS 90mw(06) SOON PR USE THIS FORMULA TOOBTAIN THE'ANCHOR Edge aslame do r 2.17r r 2-Mr 3-t78' r 2-12' r 2.1rr r 3.116• 2• 0.4B' I 0.54• 0.32r CAPACITY REQUIREW CORRESPONDING TO AN en6admet8 1.974• taro• 1174• tale r t-U4' 1.1/4' 1414• 1.114• t-1/4• t-174' r 14 I-w wdss ACTUAL PRESSURE REQUIREMENT FOR THE 2Atwhm004.76'Mb.O.C.t Ste NOHset COP 0%.182k 390108 300 tba 9s Globs 04494 270 280 35091 74890 374Ms 88490 BMiM 341 442 680 OPENING,WHEN IT I3 LOWER THAN THE MULLION 4AtlMM0Z2F MID.O.C.r SMftd W MCI C6p".4 700 M4 700 M0 609s 1001bs OEM WA 68091 WA 8309e WA 880166 WA 88294 885M1 112090 CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchm491.16.761a O.C./Blmdmd(w0IMe6Capft.43 98091 1400 am WA WA WA WA 78090 WA WA WA WA WA 1363Ms 177090 224094 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AroromQrham O.allal2caAn9s1CDs 7(Fl I mom mms mum low am Imam mms smrm WA 78691 74190 e809s 169291 One* BB51bs /12oMs CAPACITY WHICH MAY BEUSED TOQUALIFY Maim 493'h6tt O.C.f(2)ZMAngte C491".ft We 189 1170Ms 10$091 2340 Ms 2604IIn 81096 8409- WA 114096 1!2291 1I- Man- tenth 1m-u- 1fi809-8 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Andm 4 O0 4S WA CO/UCRp,W0.1or Aima.M 7k WA WA WA WA WA WA WA WA WA WA b0A WA N/A N81 143096 ANCHOR CAPACITY TABLE O}7UCI'Revam 2Anehom442.26'MM.O.ClF44fft8F 350Ms 33096 2BOltm 70590 47891 teA �DMs WA 916Ms WA 44096 WA 341 Ma 442av 6809• Od twfthealIr 1de 4At•hota®1.16'Mtn.0.CJF-42b(Fp.83 480Bm 1 7WIbs I NIA I WA I WA I WA 1 38091 I WA I WA I WA WA I WA 682 M/ 085ft 1t20Ma N NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.002 f••- -'•� 1.060' r•'- '0"a� TABLE NOTES: Ater�n 6ede Product Comml FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1 t t I!t I I I I ON LOADING.SEE SHNET-03% I.OGENERAJONSTALLAiltON IFSHODS. �t • • • • • • • • • • • • • p�• •��• • • • • • ��• p& 2)LINEAR INTERF;ATION of jWV�IAf�LEjGT:/fM OPENING WIDTHS IS ALLWNABI.E. �`��•'......... • • • • • • • • • 3)MULLION AND W UON"JS S%44 AA4 40Tr0 4W8R EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLL G DIMENSIONAL RESTRICTIONS 4.000' RCX.3 4• No.58705 *=• SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -_ - FIGURE b: FIGURE 6: FIGURE 7: �Cj 4)SUBSTRATE COTIF$E]E SHALL NF 3W,, C1301 SPECIFICATIONS HOLLOW AND '�': 1 �Ol /S tl! • • • • • • Of NC BL UF1 L O f b,ASTM C-00.WOOD�iAll SE ',Q�•.• ZONAL>� 111: • • • • PRESSURE-711E-0i®YplOW30yTH RNPQN WITH 4�LO.O�ALUMINUMSHALLBE .FIORtOP,.•'�1�� 6083•T5AND BBANMINIMIUM OF.1254'DII WSTEEWTUDSJOiF INI MLN GRADE 33AN0.0465'THICK(III GAUGM STRBOTURAL STENL TO BBIAT LEASTARS'1"lOKANO A36.ALL ANCHORS 376' ANGLE CLIP FIGURES 688 MUST BE USED IN PAIRS. INTO METAL SF�4LL EX'I�ND ATL SCREW THREOS SEY014D THE MATERIAL.#110 q12 1'X 4•X.376.7 'f' NAI R,P.E.` ( ) MAY -MULLION MULLION A LYNN�.#5870 P. ANCHORS INTO WOOD BE 18.8 S.S.OR 410 B.S. FL P.E.#58706 • • • • • • • • • • • •• •• • • • •• •• TABLE 8A � Mullion Comity Table illne Opening Width(forve6ca*9patWngrmAom)orOpeningH9lghtiWhon W-sperdngmURw) �C win 6010 701n 6010 0010 10d In 12010 He In ISO In 126"x F- aro Redsapta I TMPFRIVIS. RedangAer 71aM0ene. 6aW. Rao er Rea�uler Twp70enp. TreplydaaB. moo/ TtaW01e1g. RaotatgWar Trep7Rim¢ q 3.188"x Loadt Lo"as Lom" L-ft LoaAng La-ft I-dag Loadns Inadt Loaft Loadn9 1.0"m 1.wAng loadnp Loafs LeaAns Load" Lest.208"Atum wy Tube Mull N$gym ru 42 In 170.0 620 170.D 438 170.0 744 170.0 479 170.0 BBB 170.0 606 170.0 992 170.0 8109 170.0 1116 170.0 621 1 170.0 12401 1704 621 170.0 1468 170.0 621 1704 1736 170.0 621 1613 1789 170.0 621 E 481n 170.0 708 170.0 524 170.0 860 170.0 ON 170.0 882 170.0 ON 170.0 1133 170.0 661 170.0 1278 170.0 877 MA 1417 170.0 060 1154.8 1648 170.0 880 132.1 IN$ 170.0 880 110.1 1616 170.0 820 MMS In 170.0 747 170.0 663 170.0 988 170.0 031 1702 1060 170.0 104 170.0 11110 170.0 723 170.0 1348 170.0 747 187.0 UN 170.0 760 1392 1468 1740 760 118.3 1468 170.0 768 104.4 1488 170.0 768 a N 6410 470.0 787 170.0 612 170.0 868 170.0 881 170.0 1118 17x0 754 170.0 1276 170.0 803 183.1 1378 170.0 667 1486 1376 170.0 866 122.3 078 170.0 801 INA 1378 170.0 861 91.7 1370 170.0 881 ca � 0 Me 170.0 988 1702 701 Me 1063 170.0 767 18x0 1168 170.0 878 URA 1158 107.4 930 1236 1166 160.0 918 1112 1166 150.0 012 s27 1168 144.0 808 792 1168 WS 906 98,6 1169 144.8 908 J W J 63t 170.0 830 170.0 746 1611 1051 170.0 860 137.2 1051 165.0 602 120.1 1051 142.0 M 108,7 1061 132.3 937 80.1 1051 tar 830 60.1 1061 1199 822 Se.6 1081 118.1 821 80.0 1051 118.1 621 08 In 187.1 957 1704 788 139.3 867 161.8 806 119.4 967 134.0 780 104.4 057 121.8 W 92.8 887 112.0 787 OU 09 1069 769 See 057 100.0 760 59.7 057 886 748 622 057 886 748 Z J � 721n 128.7 204 1362 889 107.3 810 1162 884 81.9801 101.3 671 SDA 804 NA 680 71.5 804 64.1 650 84.4 804 76.8 843 63.8 804 72.3 839 48.0 804 896 206 40.2 804 69.8 sY8 ? g 7841 108.4 722 I 114.4 830 813 722 972 816 782 722 86.3 ON 88.4 722 76.7 690 80.8 722 70.3 088 04.7 773 662 660 45A 722 We We 32.1 722 50.7 686 342 722 60.2 686 Z 781n 101.2 886 1069 800 842 886 828 686 723 986 792 677 83.3 866 702 888 682 886 642 880 60.8 686 90.1 60.9 422 888 64.3 618 862 886 6fA 637 31.8 619 60.7 638 � N � min 666 615 882 457 54.9 516 672 449 47.1 516 SLI 441 41.2 BIG 44.7 484 394 616 406 428 320 We 37.4 422 279 We 33.1 413 23.5 616 30.8 407 20.6 615 241 404 Q �1 `a X 03 0810 549 453 66.8 404 45.3 453 47.1 897 We 453 419 981 33.0 463 30A 380 30.2 403 332 379 27.2 453 30.4 374 228 483 326 388 19.4 463 24.3 380 17.0 453 22.8 380 �p�� 108 111 38.1 368 U.0 323 31.8 369 328 318 272 368 26.4 313 239 388 '102 309 21.2 868 227 304 10.1 368 20.8 320 182 308 18.0 20.9 (q th 111 m 35.1 336 32.60 308 28.3 338 30.1 301 26.1 336 26.1 287 722 338 232 283 HA 899 20.0 289 17.8 338 19.1 285 � X N N 1201n 21.8 290 284 264232 320 23.8 260 Me 290 202 268 17.4 200 18.2 203 16.4 220 10.4 249 V N Q 144 to 18.1 201 16.3 186 0.a �" `1] Z7' NO 4O TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCa Teale s ANCHOR CAP.,, 7 -� Su6atmte 2.76Cotc1at8 9Aktklx. HOBaerCtau FIBe0C3R1 PTwoaU 6t61e1 (DP_)Xt >=ANCHORCAP.,m, BwiB Eke v4.86 Eko 5FIVEko WSSEko 0708163 0128109! 012steel MULLION CAP.,,,,,,,, AnchorCBpPattems An"TPff s•1GF��oUOnxm 64'lbcoudmcm Unmm 3ne•EltouOmcm vsEkoUdmcm 7 UOmm A98MUff 9ea4afCs)st/9n'(a60 Saae(C8 USE THIS FORMULA TOOBTANTHE"ANCHOR EEsenlswce6n) r 2-vr--- 1• 2-Ur 3.1/8• 1• 2-Vr r Mir r 34•• r oAr 0.64• 0.328 CAPACITY REQUIRED'CORRESPONDING TO AN fmtfednmt 14/4• 1-W 14/41 taws Y 1•U4• 1.1141 1-v4• 1.114• 14/4' 141W r tare• tare• vans ACTUAL PRESSURE REQUIREMENT FOR THE 2Anetmre®a70'Ldn o.c./8lmtlae 010®el Wp(R911 920 me SOD 9a moms 890 to me /70 me 2m ms 88ame 7aoE ams eel to was 34123 44W 690 me OPENING,WHEN IT IS LOWER THAN THE MULLION 4An:0a9 1.16•tdM C.0 791ertdn/6 01601 1719�' 420 ms 720 ms IUA ILIA RU ha 98612 RA IVA WA WA ILIA 68228 8869a 112024 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Antllae Q3'b1h O.C.I(2)216 Aa0teCOpe/IR99) 720203 7m VA 660203 1820* I=We 660ms Sm®s WA 76012 748 IN Bm we 1892 me 68223 88554 112028 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ArcMn�O.m•N10.C.C.I00p,hm.125 AOne.M 4) 114 WA ILIA t9A tUA WA WA RIA ILIA WA WA IBA WA ILIA 14W CAPACITY WHICH MAY BE USED TO QUALIFY lArclrx/ 06k 19628 196 me ?2028 446 me 622®4 14824 14008 1Pm3 MOMS tams 41828 473 as 17028 2219n 28000 ADDITIONAL ANCHOR OPTIONS FROM THE 2AMhDa 1.1PIAAO.CIF 246018 920 a8 ILIA WA RA WA 19068 NA ILIA ILIA WA IOA 3t1203 44294 Brame ANCHOR CAPACITY TABLE PRODUC4•RBVBBD NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. HA tL 111611 L D FIGURE 1: FIGURE 2: TABLE NOTES: • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION b a Q%t 'o Ir ON LOADING.SEE ""^JIFETJJ-4 FOR GFiNER%INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTEP&LAT10N:f TW.QI L*GtS:ND:)OPENING WIDTHS IS ALLOWABLE \`�\\ LYNN 3)MULLION AND MUlSG10N CLIPS t1H011/N Al2EitOBTOCCALE t(pR EXACT DIMENSIONS,SEE 3'1� a�• �(GENSF'•.�tc¢ ANGLECLIP SHEETS 21-23.Hbft TG%t 5RILLfM TH!FlEUb FOLLOWING DIMENSIONAL RESTRICTIONS P MUSTBE USEDSHEETS ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. , No.58705 •' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - GROUT-FILLEDICONSSMINE BLOCK YNR(W&POHALL CQNFORMaTO ASTM C-M WOOD SHALL 0rz FIGURE 4: FIGURE& FIGURE 6: =J� � f BE PRESSU TPEATIb YELLO THERNPINE WWH AN Sit OrA.56.ALUMINUM SHALL BE 1083-T6 AN MIN UM?F.ft HICKlSTEEL ST ODS TO BEAIMINIMUM GRADE 33 AND O� S A kv - • QQ 1.25'1714•VFM6V MULLION i' F40mop,••'s� 046'THICK(1 UG gg77RECT SfELjOAEAT�i(3Th28eTHICKAND238.ALL .,�s �j e ANCHORS 1NTp ETAI•SWLLL E)0. ATI�AST 3 SCs(2 THAF�BEYOND THE MATERIAL. ( i�S'/0 #10 8#12 ANCHORS INTO WOOD MAYBE S 18E S R 410 SS. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A Mullion Capacity Table stfl° + Opening Width(torvardtaitt"s WnOmulans)orOpenhlpHeIght(forhod2ortb2yapm2dngmdaor•) pwGS. e6N 10N lob 80N OO1. [ODM 12011 140N Miff ffiay1 10,R3etena6mr Twwft4 ROeklpwer Twprtdaa0. ftwon2nkr Twp'ak30. R60wn90Nr Waft- it30ie1pu3r Twplydan0. Rd-g&r lrip I.. R30181fU0ar Taapnk60. Racwmtar 1iepwoo, RealW.. Twp".". � 1- 1 X.100 It 6 toeddg Loft La4N8 L60BN0 leedNe�• Load" LOtdrp L-ft LOednB Le3daq tuft 1"ft 1.63810 LoeBng tuft Loft Ladino Loft RAI 2�3y Alum.'rub N d Z � m 421" 170.0 820 170.0 418 17&0 744 tnt0 478 170.0 866 170.0 WB 170.0 882 170.0 818 170.0 1118 170.0 621 16&3 1118 t70.0 821 121.7 1118 1710 521 1089 1118 170.0 621 05.8 1118 170.0 O1 0 481, 170.0 708 170.0 624 Into sea 170.0 686 181.6 818 170.0 890 14&7 We 900 881 M4 978 170.0 W7 117.3 878 1740 800 879 878 /730 880 81.8 878 170.0 880 73.9 818 90.0 am LU 60 . 8 t 6 170.0 747 170.0 689 170.0 M8 170.0 &11 160.7 M 90.0 884 131.8 927 /BBA 108 117.2 921 16&1 699 1069 827 168.3 888 87.8 ffi7 188.3 O4 76.4 027 16&3 8116 8&8 971 186.9 M $41, 170.0 707 170.0 8t2 1846 889 170.0 891 152.5 8811 163.0 893 11&8 888 1419 BM 1000 860 134A 680 92.7 8M 129.8 834 77.3 8811 take 662 68.2 889 128.9 OR 67.9 889 128.8 02 m O Mtn 1432 74 tO.8 894 tt&4 746 1929 � 102.3 748 19.8 800 890 749 1079 6M 79.8 746 161.0 592 71.0 7M *2 607 69.7 748 939 689 51.2 746 932 689 448 748 93.3 M3 fff�� p MN 123.7 OTT 13LO 578 10&1 On 113.2 688 88A 89 100.4 886 77.3 8T7 91.4 846 8&7 871 682 O9 61.0 817 St.0 634 51.8 871 77.0 629 44.2 871 J&7 829 3&7 817 78.1 629 O j ]TR9 MN 107.8 817 114.1 630 8&7 817 879 610 180 617 M.5 609 BZ3 817 789 60D O9 817 728 tll 639 89 8&T 4M 448 617 B4.4 48S 3&4 817 89.7 4O 33.8 817 O.7 {M ? a 72N 820 818 67.1 460 811.1 616 74.2 440 M2 618 86.2 432 6t9 618 MA 425 48.1 818 842 418 41A 618 60.7 414 346 618 40.8 am 200 518 45.0 405 25.9 618 45.0 405 Z 781" 70.5 486 79.7 4M 6&7 485 62.0 308 609 483 61.0 390 441 465 49A 384 38.2 4M 45.3 978 362 465 424 374 29.4 463 3&3 387 264 405 M9 314 71.0 4M 382 303 ?8w 652 441 08.0 387 641 441 57.7 378 489 441 80.8 312 40.8 441 45A MB 98.2 641 41.0 910 91.8 441 3&7 3O 97.2 441 3411 349 23.3 441 9M1 348 20.4 41 327 346 � � Z 801, 42A 332 439 283 360 944 970 289 30.5 2! 92.3 284 28.8 3M 289 280 29A 312 28.1 218 212 312 24.1 272 17.7 394 41.9 238 152 992 198 282 1&5 332 1&T 280 F 08k 36.0 %1 36.9 2M 2&1 281 30.9 2O 26.0 281 2&4 2O 21.8 281 239 218 19.4 281 21.3 244 119 291 19.6 RIt 149 391 17.t 238 149 281 15.8 292 108N 249 230 2&1 208 40.5 R30 21.1 208 17.5 290 1&S 201 15.4 490 162 1M N N cb a 111 N 22.8 Rib 2Lf 187 1&8 Z18 180 194 1&2 218 1&8 181 141 218 HA 188 120N 174 187 1&a fro 140 197 169 187 {�L} M Y f:. LO r O t t�8 p00 TABLE 86 AnohorCa Table Ib8 ANCHOR CAPACITY AOdUBTMENT FORMULA: 9ww0ele. 2.7kCline 39klhne. drill F6>atlC8a1 PiWO6d Btbel (DP)X`MULUONANCHORCAP.,r, Sfl8'MOD for so E160 M6•ENO 114'88 ENO 9108110 0126110 Ina 8ted AnoharClPPatteme Awhw' vt5rekou2eom t/4rFbotaBma lNwaaa 3fl8 ENotl6wam to ENOt8trm6 A09w0etw Uawe6n AWaftlar 8302(00)Sommw(�) Sue-(OM USE THIS FORMULA TO OBTAIN THE ANCHOR Edge obt-a 0n) 1. 2•Irr 1- 2 Ur 3.118' I. 2•t4r 1• 447 r 3.178' r 0.48• 694• 0924• CAPACITY REQUIRED'CORRESPONDING TO AN EwOe*" tao' tale• faro' tafa' r 140' 1-v4' t-for t-Iw 1-to' 1•N4' r taro• tars• +sake ACTUAL PRESSURE REQUIREMENT FOR THE 2Anabom @ 4.75'Min.0.0.1 Shndudof oiet Croft 1): 390 In 396 ms 4606$ 5902$ b3 270 rot 2M2t IN the 740 me 37459 664 be 8481$ 341 as 442 roe Bea ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andm®1.15'Mm.0111 W dud(a 01x60 alp ft 4k 480 On 700 bs WA WA WA WA 30 b6 NA NA NA WA WA 6622$ Seems 1126 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4 A114taat�r MNL O.C.I(2)246An§%Capt I". 700 ms 100169 BMot 16800$ sw ms 540 mt 5602e NIA 76009 748 Me BM 2s [Maas 6126$ man n121 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 AnoMw 40.64'MN.O.O.f U4210,WA.IW Akm(Fl9.O MA WA WA WA NIA WA WA NA NA WA WA WA WA NW ON CAPACITY WHICH MAY BE USED TO QUALIFY t Am1%w1F�(H0.6): 195 bs 1952s 228 bs 45 On 824 m3 1368$ 14008 177 rn 370&0 1W as MOO 47326 170 a* 221 m3 ADDITIONAL ANCHOR OPTIONS FROM THE 2A0@h=Q1.16.6113o.CtF�M 240 a$ 366fta WA WA NA. WA 1002 NA NAWA WA WA sat 2e 44206 ANCHOR CAPACITY TABLE. ODUCt'RBYISBD fwt6plytogvrbttlbe Plofida FIGURE 1: FIGURE 2: TABLE NOTES: 1.280' • • • . . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION {elkodud Control ON LOADING.SEE%EE.+2,4 F%R G•ENER+INSTALLATION METHODS. t((I 141 r 2)LINEAR INTER�I.ATION B:TtA�F�lUcl.L04*SjN[jbR OPENING WIDTHS LR ALLOWABLE \��Ny LYNN y`�i� FIGURE 3: • •• • • • i *00 • ; �i 0 ,......... ANGLE 3)MULLION AND MUILION CWS SHOWN Adi6tNOT#TOdME.SOR EXACT DIMENSIONS,SEE : VSCENS& ;FP 01 MUST SHEETS 21-23.HOLES T&NEIbRILL IN THE FIEIO FO4LL01 ING DIMENSIONAL RESTRICTIONS ' ••. BE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATION. No.58105 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100` GROUT-FILLEDCONOW&E 13LOCK 61NIT(SHALL CQNFORM6TO ASTM 090.WOOD SHALL q FIGURE 4: FIGURE 6: FIGURE @ BE PRESSURE-'RtEATBD YELLOW SONTHERNOPINE WQ'H AN 80 WZ5.ALUMINUM SHALL BE �� g� . 60433 T6 ANAB MINA61UM OF.100'THICIR8TEEL SRJDS 7048E itMINIAIJM GRADE 33 AND '•FLORtOP.•'' \� o (1t o �TRLCTU S1 EL TO BEAT2ftV 12ePTHICKANDAXALt ass/ONAI ��G�`• WTI) ETA SHALL E gg AT FAST 3 TiiAE�B BEYOND THE MATERIAL. 128'X 3.28'X.100 i;rf ' 110&012 ANCHORS INTO WOOD MA BE S�EEL,111 R 41dS.S. LAN A•LYON NIILIf6 P.E. FL P,E.#68705 • • • • • • • • • • TABLE 10A M3FltonCapadtyTatde OpanbM VRd61(mrvedti•4y Wm(tlg ml lbm)orOpeming Hetght(fwt.ohmid"p9mtM mO-) C � 6010 1840. 1182 so in In 100th I 11OW ISO in 1.26X3.28 m TmpnM69. Radangnlm TwpTMnp. lleatalgaim TrePNII.M. ReUen9dar TWITMng Redeagdm Tr•Rda1®. Recteogniar mWeang. RedampAr TrapT". ReetwWor Trooraan9. d x.8'24 Loadna Load6® Loading Loading toadta8 Loadtp Load9g Leaft Laadm2 Lu.ad9g Laaft La4&ng Loa&119 Loa619 Loading L-ft Lea&eg Loft �,y4 Alum Tube �. § g f 't -f Ir 0.L' 0 � o 'QI 'A II " i omullion I fa f IRI � oil � 149, s -� 1RA If 142 'a 1 0 'All 1 � 442 � 8t �� 80. $� 8� 4 a � 8 � 80. � �� 80. �� 8A � 8 88 �� 8� � 8� 8 3 �� 8 �� 842 4210 170.0 620 1170.0 435 170.0 744 11&0 478 170.0 888 170.0 606 170.0 992 00A 619 910.0 1118 170.0 621 1170.4 MO 170.0 921 IMO US$ MO 621 170.0 1136 1Mo 621 Inc 1991 170.0 621 W 40 In 170.0 700 170.0 624 110.0 860 170.0 684 170.0M 170.0 630 170.0 1133 170.0 881 179.0 1276 170.0 817 170.0 1Or USA 880 170.0 1100 110.0 680 IS9.71 1979 070.0 680 149.6 ISM 170.0 I 680 lllllllll NAM 1d 110.0 747 170.0 689 170.0 696 170.0 631 170.0 1049 O70A 684 110.0 1196 170.0 721 170.0 U46 170.0 747 570.0 1491 110.0 768 I70.O 1793 110.0 US 162.6 1077 1TOA 768 133.5 1877 170.01 768 g 64 In 170.0 797 170.8 62 170A 966 170.0 681 110.0 1116 170.0 764 170.0 1276 170.0 693 170.0 1434 170.0 897 170.0 1694 170.0' 860 166.4 1769 170.0 861 MA 1769 170.0 691 117.3 1769 170.0 801 LU so f. 170.0 856 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 ON 80.0 1417 110.0 944 ISM Mit 170.0 Ss6 146.0 1611 110.0 1033 120.8 1611 170.0 1063 103.8 1611 17.00 1063 80.6 1611 170.0 1863 63 is 170.0 030 170.0 746 170.0 1116 570.0 860 170.0 1399 MO 910 166.6 1370 170.0 1016 1991 1310 1TOA 1078 15.3 INS 184.0 1089 MA 1318 156.9 1072 89.6 1370 166.3 1070 78.3 1970 166.3 5010 •Lr LLVl mta110.0 9H 170.0 789 170.0 112 170.0 903 166.8 1269 110.0 lm2 1301 1218 168A 1013 VIA INS 147.1 INS 108.0 IM 139.0 889 00.8 1248 130.4 978 T/.8 IM 129.0 976 %1 1768 128.0 976 J 1120. 161.8 1089 170.0 WB 1388 1049 180.2 892 119.0 10>s 192.1 616 501.8 1019 159.1 060 932 1069 109.7 8089.8 1069 1027 856 69.9 1048 913 ffi6 693 1069 911 820 824 1069 91.1 820 7870 1427 941 149.1 872 1163 941 1183 805 ISIS 811 1111 791 091 941 100.0 1177 79.3 941 917 788 71.d 941 56.6 767 69.6 silt 71.8 141 61.0 911 74.0 131 d43 811 73.3 r35 3 7810. 1920 891 137.8M 110.0 694 116.8 781 813 891 102.0 763 626 891 81A 740 73.9 894 81.1 730 88.0 881 78.3 725 55.0 887 70.7 701 41.1 897 87.0 701 45.3 8% 68.1 898 r a solo 863 871 88.7 698 71.6 671 74.9 806 mA 671 86.3 618 61.T 671 692 668 47.7 871 629 658 19.0 871 d8.8 651 56.6 071 43.1 639 30.7 871 387 531 28.9 8Tf 37.0 628 m 'Q p7 96 In 70.0 690 72.8 627 69.0 690 $1.4 Sig 60.6 699 68.4 509 443 610 41.6 602 30.3 690 43.0 461 36.4 690 39.6 470 29.6 610 30.7 177 25.3 610 31.8 489 72.1 680 69.0 454 X L 031 10041 49.7 468 50.8 421 41A 486 473 474 35.6 408 VA 608 31.1 468 32.9 402 27.8 486 203 386 24.8 486 27.1 301 20.7 466 23.5 382 17.8 468 21-2 375 t5.6 466 19.6 370 r0. �� C�O Min 463 411 083 418 38.2 701 39.3 393 32.7 441 34.1 337 283 441 30.2 369 26A 445 271 376 22.9 "1 243 312 19.1 441 MA 363 18.4 MI 193 356 14.3 441 173 361 X _ 12041 383 378 38A 314 302 3118 31.0 339 10.9 318 26.8 334 227 378 217 329 211 378 21.3 356 18.1 378 19.5 325 16.1 378 16.7 354 1 x N rA 1442 21.0 282 21.2 242 17.6 282 173 269 15.0 1 262 16.3 216 V (V ,Q ?j. TABLE 1 OB AnohorCapaTable(On) ANCHOR CAPACITY ADJUSTMENT FORMULA: dty sutstmta 233 00mMe &a cam.I Homwemu FTwcmu PTWOod m" (DP)1( ANCHORCJW.,,a„,w,,eANCHORCAP.- d16'Mo tra'SSE[c6'18'me* 74.88 Elco d10Steil *123100 omstmt MULLIONCAP..monm. AnohorCOPPattema AnctNrlypO 9tt6'EkoU6ram va•ecoumacon Macon 3nCEicolmmem vmEkoUbaeal fetor tltwcn AgoWor Strev(Rg s"mc58) sivmvpm USE THIS FORMULA TOOBTANTHE ANCHOR t2mmo n- t• 2•0r 1• 2.vr 5.tdr r 2.112• 1• 2477 r SvB' r SAW o.84• 0.824• CAPACITY REQUIRED"CORRESPONDNGTOAN Embeoaem Salo• Sato• talo• talo• r 1-v4• 1.114• 1-v0.• 1-114• 1.110.• 1.177 r 90.18• tare• WIN ACTUAL PRESSURE REQUIREMENT FOR THE 2Anthm@4?6'60RO.C.l8lmdadaol8 mp(RgQ Om m9 3 ins 4W ms Wits 1644 roe 270gu 2mm9 ON 74020 $749d1 884 ms Wits 3113» Ore ma amts OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhm@1.W Min O.C.IStarldem(Of 0660C3p ff19.2k ZDA 70096 WA IUA IUA Nu. SOD 9a HA ILIA IUA ISA WA 68229 88829 limme CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arxlmn(33•SM.O.C.I(t)2t6ArGIOMPS/1Fl99k 780 Rs mm 680ID9 15mms 1e98189 550bs 5w Its 1470 mo10e 769189 86020. 18922e SUMS 88689 112D9a MULLION.IT WILL YIELD A MINIMUM ANCHOR 3At%Ws m 0.8P Mm.O.C.f U40p,mto.100•ML 8`>B.0.1 N/A HM IIA IUA R!A RIA IVA IIA MA IIA ?VA ILIA IIA ILIA 960 Ne CAPACITY WHICH MAY BE USED TO QUALIFY IAWWIFt3001061 19629 18521 226 me 446me $m Ito impm 140 ms 177 ms 370118 187ms MRS 413 MS 17003 221 MS 2182s ADDITIONAL ANCHOR OPTIONS FROM THE UCTRBV6BD 2aaarnl0 1.16'MlnocJP gal ?AD(D9 318 me IIA ILIA RIA ft 19D2a H/A rut ruA rIA ivA 375 me 442 So Mine ANCHOR CAPACITY TABLE. �dwPl�da NO Q FIGURE I• FIGURE 2: TABLE NOTES: 1.260' • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLE$AND SHEET 25 FOR INFORMATION 10.21 B CmN n ON LOADING.SEEOVEE;,V j F%R r3�N %L INSTALL jtT10%M HODS. t t t 1 111„ 2)LiNEAR INTERPOLATION B•ETY&VtMU:L L&G:MS�N$DR OPENING WIDTHS IS ALLOWABLE FIGURE 3: • •• • • • • 000 • �� •'�tGENS '<<F '�� ANGLE 3)MULLION AND MUFLION CMPS46HOWNWREMOOTCASCALE.fOR EXACT DIMENSIONS.SEE 3.2�' CLIP MUST SHEETS 21-23.fR�ES Ta MRILIM IN TME FIEm FSLLSA'NNG DIMENSIONAL RESTRICTIONS ;' y� BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 IN PAIRS. 4)SUBSTRATES:CONCRETE$HALL CONFORM TO AGM 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5 FIGURE 6: GROUT-FIU.ES COh�UBFE SLOCKUNIT 03"SHALL CONFORiigeTO ASTM C-90.WOOD SHALL 624' .� BE PRESSI�E-etEA YELLOW SOUTHERN"NE VWH ON SB 05 0.65.ALUMINUM SHALL BE O� STATe OF 5063.76 AN Nl1 UM F THI IQ 3T 31UDS TOISE RMINIMUM GRADE 33 AND P,.•'\`�� 045'THICK 1 UG T Q TO ATL 1 THTC(AND A36.ALL ; S.FCORiD MUCTU S'••......• ® ANCHORS WTO META6 SHAD A T 3 E 6BEYOND THE MATER . 1.28'X 32G X.824 • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S. .OR 4i S.S. MULLION A.LYIJWh911'L��}t,P.E. FL P.E.#58705 • •• •• • • • •• •• TABLE I 1 moon capacity Table(Ibef7lA Opefthtgwidth((orvadioe6yVamlbtgm1oom)oropaNlfpHelyht(91rhookodatyspans gm10ton9) c' 01. in 700 so in soin t001. 120 In 1401. 1600 1.26 x 394 1� T tosel. RLosom Tro Re Loscong oo T Trete R TrepAft .. Re� Twtosom. Refd" T inn& Tro erf 1•c�ng Tro` d x.824 -Y Alum.Tubs f t a f t„ 'R ex f � � � � � � 't -f f r f v v v v v v v 04 v v v v v v v v u v u v u v v u v v v � € a a I H a 421. 170.0 6211 170.0 435 170.0 704 170.0 1 470 1NA 80 170.0 608 170.0 962 170.0 file 170.0 1116 1740 621 170.0 1240 170.0 621 170.0 MM 170.0 621 tt0.0 1736 170.0 641 170.0 1883 170.0 621 W 481. 110.0 TOB 1702 624 170.0 850 170.0 684 170.0 992 170.0 030 170. 1133 170.0 661 170.0 1276 1740 6P 110.0 14V W0.0 688 110A 170 570.0 696 tt00 1963 170.0 60 110.0 2281 Me B80 ? IIIINLLLL 60.62 1. 1740 741 IMA 663 1M.0 698 170.0 631 110.0 7018 170.0 884 170.0 1186 1To.0 743 110.0 1346 1r0A 747 170.0 1494 170.0; 70 170.0 f703 170.0 768 1740 2092 170.0 168 170.0 2391 170.0 768 2 641. 170.0 MT 170.0 854 170.0 %6 170.0 891 170.0 1116 170.0 764 170.8 1276 tM.O 803 170.0 UN 170.0 837 170.0 ISM 170.0 868 170.0 tell iM.O 861 170A 2231 170.0 ON 1602 2407 170.0 881 m Din 170.0 886 170.0 701 1700 7063 110.0 797 170.0 1240 1740 878 Me 1417 170.0 970 170.0 1694 170.0 898 110.0 1771 170.0, 1093 170.0 2170 170.0 1083 148.3 2183 170.0 1053 12.08 2183 110.0 1063 631. 1740 930 110.0 746 170.0 1116 INA 860 170.0 1302 170.0 940 IMO 1466 00.0 1015 170.0 1879 1740 1970 170.0 1869 tt0A itY2 1609 20811 170.0 1769 134.6 2530 170.0 1171 117.7 2080 170.0 1171 W 66 In 110.0 974 110.0 709 170.0 1168 170.0 903 170.0 1361 170.0 1702 170.0 1668 170.0 5086 170.0 1763 170.0 1166 tMA 1846 1740. 1210 143.0 1953 Me IM 122.6 1966 170.0 1286 107.2 1988 170.0 72is Z 3 721n 170.0 100 170.0 810 170.0 1276 170.0 1969 170.0 1488 1740 1728 IM4 1753 110.0 1228 164.1 1734 Me 1918 1383 1794 168.6 1986 116.8 173! 7662 1381 96.1 1734 160.4 1362 86.1 1731 1602 1362 W 7810 170.0 it72 110.0 937 7700 1346 170.0 1080 INS 1666 170.9 1208 WA 1665 153.2 1286 Ut.l 1668 161.6 1266 1179 1656 1412 1261 08.3 160 128.3 1229 66.2 1668 1223 1219 70.7 f102.3 216 7 Z 781. IX.O 1161 i70A 287 170.0 1381 I".0 1118 109 14" 189.3 1246 136.4 14" 762.0 1224 121.2 1417 139.1 1206 109.1 14P 7294 1191 809 14TI 118.0 110 P.9 UIT 110.8 110 882 16490 in U2.0 1110 1465 996 1HA 1110 W9 90 1015 1110 1079 961 09 1110 983 938 789 lite 875 822 71.0 1110 0.7 910 02 tlfe TL3 891 0.7 1110 666 8M 444 670961. 117.0 970 1202 812 07.6 976 107.6 90 WA 976 889 842 132 076 706 829 86.0 976 712 617 0.d 3766A807 469 976 53A 70 419 We 623 P8 389 767 1081. 82.2 Pt 94.0 696 885 Pt 70J 866 0.1 P1 819 874 61.4 111 64.3 661 46.7 PI 49.0 885 41.1 P1 44.9. Btt 35.9 771 989 632 29.1 P1 36A 01 10.7 812 V9 AIIIb 16.7 730 P3 881 83.1 130 BSA 860 63.1 730 66.3 610 473 70 48.9 531 421 730 46.0 322 97.8 790 41.1 870 915 798 369 600 27.0 730 VA 699 233 681 tRl91401. 0.9 b24 61.0 60 489 624 61.2 60 429 624 442 532 37.6 824 39.2 670 33.3 824 96.3 637 90.0 1520 392 631 26.0 821 21.7 6tt 21A 82/ 2d.6 09 147 01 X N S2 144 In 3L7 433 36.1 400 289 03 29A 396 249 433 214 990 21.1 433 22.4 366 193 433 20.0 385 17.3 433 192 978 V H 4 O O TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: AlrohorCap4o8yTablaplq) -•1 AncSOOetratea 4.7aOxcre09 9.6xC0at. H0002CMU FMbdCHU whoa M819f (DP )X(ANCHORCAP.,,,,,o,,, ANCHORCAP.- Sf196x0 14.897x0 6'16•Eleo U4.8SElco 010918d Mliteel 012 Sttat MUWON CAP.,,,p„m, AnehorCllpPatlems 31ICEItoUOtaen vCEkoU11racon 11118con onrVtoImscon WeEkounum ,QWWeGa UBtetan AMMOsttr Stim7(008cter@c99) SCION(GQ_ USE THIS FORMULA TOOBTAIN THE'ANCHOR EOP MOTW O V 2-vr 1• 2.172• 3-v6• r 2-vr 1' 2-97 z 34W r o.V 0.64 o wr CAPACITY REQUIRED'CORRESPONDING TO AN E0t0eentltl 14114' i-Tr 1314• taf4• r I-U4' 1-U4' 1.14" 1-v4• 1414- 1414• r 1-w 1;U8' GW ACTUAL PRESSURE REQUIREMENT FOR THE 2Arcmn04.7VMno.C.7SlmnmdwObd Clp(R0.t7 Me FA 99011. 490 ms B9D W. 1644 m9 270100 280 m1 38490 MRS SM B9 9841.9 91809 341 roe 442 Ms MRS OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amen@1.16'67%O.C.I SWArd(or Obal)Up kni;9) 480 Rm 7000S IUA IUA IUA HOA 3MRm IIA, WA NIA WA WA 02 R9 866 Its 112096 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ambm 0V 611.4 O.O.I(2)2t8A190C*s1(R997 78D R9 MM 66005 15MOS 18®08 Mies 560 Its WA mite TOW 880®8 10206 612 Rs 885 Us 112005 MULLION.R WILL YIELD A MINIMUM ANCHOR 4ArcM•00.W MR.O.C.IU4:0,1.10.100'AM ft 4) IUA IUA WA WA NAS IUA IUA IIIA IUA NIA WA fUA NIA IUA I IM IND CAPACITY WHICH MAY BE USED TO QUALIFY 1A(tIWIF4ClPaFI29 196 195189 1 NO 08 446Ra Tes I tS Rm 140 as In R9 3701os Is?an swan as R4 f70R9 223 R3 1 230all I ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBV438t9 2ASG0n t.Ir M0.CJF 24009 38009 NIA WA IUA NIA 190R8 IUA IUA IUA WA NIA 311 R9 442 US I 66005 1 ANCHOR CAPACITY TABLE Ha DU ShOFbtldBf� 1.260' An"ptaao9No FIGURE 1: FI URE 2: TABLE NOTES: • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 14f9a11 a Ro Control • • ON LOADING.SEE SHEETS!-j F(Ei ji&NEjAL j4STA`LATIC14 MVHOD•Si AA11(711117 I,,rJ 2)LINEAR INTERPOLATIQNBETWEENI•MULL+.q•NGU3NCj0R$P4INGWIDTHS ISAl10mal.E. .....••.,.((�,_Ji FIGURE 3: • •• • • • • 000 • '��:'•A,IGENSF'•., �� ANGLE 3)MULLION AND MULLION CLIPS SHONN NREIJ010TOWJ1.E.POR MCWT DIMENSIONS,SEE 3•�� x CLIP MUST SHEETS 21-23.HOLE'S TSE DRIOL"N THE PIELO POLLCAylNb DIMENSIONAL RESTRICTIONS >'t� No.58705 • • • • BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND O'� _ GROUT-FILLED CONCa�TE NOOK UNIT(tom SHKA 41iONFORMWO ASTM G90.WOOD SHALL •• Ltl FIGURE 4: FIGURE 5: FIGURE e: - O'.. S ATE O �� BE PRESSURE-TR EDO(ELL SOUT RN6PINE WRH AN M OPO. AL*JMINUM SHALL BE • • 1 76 AND BEAM �0�100' I E s/T�lD8 TO GRADE 33 ANO _ %T S•..(GRID.;.•. • • .04V TH ANCHORS INTO MELml.&T~� E 5T 4 C�tEWL T��ITHE MATERIAL. � ��ONAJ111k- 7710&#12 ANCHORS INTO WOOD MAY BE STEEL,1&S S.S.OR 410 S.S. 1.25'X 3.94'X AW A.LYNN MILLER,P.E. MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE12A _ MuftriCapacKy Table Opening W cfth 0onsNcaly4peming nutillotls)OrOpening Height(9or hodmrdeBy SPoff"11114110m) 4s G! 50n so In Ton son sour teoin i25 ar 1441n 160n Reelen9Wa 7re4/DIM ROONMW Tl Onn9. ReaenlMa Tte 6tNB• Rdel 4er Tteptina�• Inc la TrepRa•g• r t1aPTlenB• R gWa T IMm�O. Reader TmPrtMng. Raotat�tm Tkplfe�• 2X4%,28 f+oaft I.eakn8 Lalsrg L-ft loafing Waft Laft Laft Losing Loa" Loaft 02" LoaNng Loa" LosJrN loaslM Loafing leaM9 � e, Alum mumon g$p' Q¢ 'g$g' •gigy{D(1yy$1 }§ t7 g $Q e 8 � }g$$jcm lL $ m z 42n 170.0 620 170.0 436 170.0 7404 170.0 478 170.0 688 170.0 606 170.0 082 170.0 810 170.8 lite 170.0 521 170.0 1240 170.0 621 170.0 1489 IMA 1736 170.0 021 170.0 1983 170.0 521 J 481. 170.0 708 170.0 524 170.0 860 170.0 681 170.0 892 170.0 s90 170.0 1133 170.0 691 170.4 1276 170.0 677 170.0 1417 t70.0 090 170.0 170.0 690 170.0 t065 170.0 See 170.0 2261 170.0 880 J 60.625n 170.0 747 170.0 663 170.0 809 MA 831 170.0 i W t70.0 684 17&0 1196 I= 723 170.0 1346 170.0 747 170-0 1494 470.0 760 170.0 1703 170-0 769 170.0 2M 170.0 758 1704 2391 170.0 768 Gln 170.0 79 170.0 0t2 110.0 150 170.0 091 17&0 1118 170A 764 170.0 1276 170.0 803 IT&C 1434 170A 837 170.0 1604 170.0 888 1704 1013 170.0 881 170.0 2231 170.0 681 170.0 2660 VIM 861 uJ 40n 170.0 886 170.0 701 170.0 1053 110.0 797 170.0 1240 170.0 e78 170.0 1417 170.0 044 170.0 1694 170.0 098 IMA 1771 1,11&0 1033 170.0 2125 170.0 ON 170.0 2470 170.0 1063 IWO 1680 IMO 1063 03n 170.0 930 I70A 746 Inc the 170.0 860 110.0 13M t70A 040 110.0 1496 17&0 1016 170.0 1073 170.0 1076 170.0 1069 110.0 t122 170.0 2231 170.0 1189 166.1 2403 170.0 1171 145.9 2553 17&0 1171 � J eft 11&0 074 t7o4 789 170.0 INS 170.0 903 170A 1364 170.0 1002 170.0 1668 17&0 1040 170.0 1763 170.0 lies 170.0 1918 170.0 1210 170.0 2338 170.0 1276 161.0 247 170.0 1280 132.0 2437 170.0 I= Z 72n 170.0 1063 1704 879 17&0 1276 170.6 1000 17&0 1488 170.0 1126 170.0 1700 110.0 1220 170.0 1913 170.0 1316 170.0 2125 17&0 1340 1468 0841170.0.1489 IRA 2184 170.0 1620 109.2 1164 170.0 1630 79n 170.0 1122 170.0 837 170.0 1340 17&0 1060 17&0 1640 170.0 1100 170.0 1704 170.0 12 166.1 1960 170.0 1CH 1408 1860 17&0 1606 12As 1940 161.0 1616 10&1 1980 18{.0 1696 928 1980 1�.7 1631 ] a is in 170.0 list 170.0 867 170.0 138t 170.0 1116 17&0 1811 170.0 1250 170.0 1842 170.0 1369 1627 1861 17&0 1474 137.4 186t 189.1 1600 1144 1881 147.3 On 082 1861 139.8 14M 864 1881 137A 1444 � fn r �• eon imD fa 1740 11N 149.1 tie 168.0 1218 127.0 1588 1980 1198 11/4 1258 1219 1179 404 1300 1102 tta 896 1396 101.6 1147 74.6 1398 409 1122 834 1388 82.7 1125 664 1258 79.0 1000 00n 147.4 1720 151.5 IOW 12LO 1220 127.8 1079 125.3 1228 111.2 1061 02 1228 984 1044 81.0 1110 8&8 1029 787 1219 82.4 1018 81.4 1210 723 903 627 tr28 258 871 46.1 1720 %1 067 108 n 103.5 971 MA 877 80.3 971 894 861 74A W,6491Ba4 0� 67.6 071 614 825 81.0 971 604 818 43.1 971 40.0 786 370 071 44.0 782 324 971 40.6 771111 n 08.4 010 97.3 032 78.6 919 614 619 88.1 Me 791 63.0 918 88.7 784 47.7 019 014 774 39.7 019 44.8 766 34.1 81g 40.2 742 294 919 97.1 752 x 125n 7&6 768 7&6 716 820 786 so 70s 638 786 40.4 889 414 786 444 8TJ 97.7 790 404 868 91.6 786 544 863 274 788 314 641 23.6 786 2&4 031144n 43.7 640 443 604 3&4 618 37.0 498 312 640 282 !86 219 640 Z6.3 p0 218 610 228 47! 18.7 610 18.6 484 148 648 173 440 19.7 618 16.6 440 („) N 4 > �S TABLE 126 ANCHOR CAPACITY ADAWMENT FORMULA, AnohorCep6d1yTe1/1epW) � a 27k Wrcl le 3Akam. How cmu FAeaC14U PTWow meld (pp-)X I ANCHOR CAP.,,,,,„)/sANCHt1f(CAP.CAP SLUMS: Eko 174•D6 Etc &IV EkerI.A 6108teel M23tee1 012 steel MULLION CAP.,,pD„ AnehorOlpPatients Ancaat)ya 9'iGEkolBtmeon ud•Bcouroaon U6mton 3•icEtcou6racm va•EkoU6ratm AggraGdor Urmar Scm(06)Scraa(6G) ScreNM USE THIS FORMULA TO OBTAIN THE'ANCHOR r 1lstarce OM 1^ 24W 1• 2•vr -,IV r 2-vr 1• 2•vr r 3.100AP 044• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmbaanaO Qn) 1074• 1-&4• talo• 1-&4• r 1.40' t-174• 1-114• t-V4• 14141 I-Iwtare• tare' vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anehm9Q4.TVhMno.C.rSlama6or06 CAPM1627 39DMS 390 Its 450 b, e9oea 1SUR* ba 230 ma 361fos 74ok6 -7-ft eed are adzms a12Da OPENMIG.WHENRISLOWERTHANTHEMl1LLI0N 4Arctmra(;z.6e•11raoorsmnmmtaOlaeDC (Fl9.37 lwbs 74ofm ssoers t4esma 14x46» wA esoba nrA 2961.2 NIA e9omaeezba 699ma tt2omn CAPACITY(FROM THE TABLE)OFTHE SELECTED AMM Wn O.C/8labaraCar 00s"CIO 819.4) was ?setas 1916bs WA WA 706ms NLA Agus Nm WA 4022189 t21tm toes ma MUWON.tT WILL YIELD A MINIMUM ANCHOR 4AfktMG,g'Mn.O.C.I(2)2t6An9bCIP97(ng4 MRA webs16mms leesm8 6eD� NLA ?60166 749 m9 B9Dbe 6B2m911200A CAPACITY WHICH MAY BE USED TO QUALIFY6AMMB(O 3'Lem O.C.I(21216 AraWCO4l M..ej 1170ms 117D los 1020ma 23406a 2514 m0 84D ma INA 1140 me tt22tbe 132Dms Wr2ft 1327ILA I=ma ADDITIONAL ANCHOR OPTIONS FROM THE 3AMh=0 tA4•Wn.0.0.1 Utlo,ffb.t2S Akan.0987) IIIA I. NLA IW 11. WA 10A NLA WA NIA WA IUA HLA IUA ANCHOR CAPACITY TABLE 8Amnom @0.61'W.O.C.l UC6P,WO ANre. B) NIA IVA NIA INA INA NBL 1vA NIA IUA INA MA 104 NIA tvA Y7 m8 t'RODTl�'2•R�r1$816 2NIc1aR®288'Wrt O.CI F(wPgtg 9J 3/0ma 370 ma 876 be 749 ba 712 ma INA 11 lb 280 b1 NLA 3181as IUA 440 me IUA 941 US 442108 08608 gOg25� � 3AAnCh=@2A8`kn.O.C1F (Flg.t 413 ms MUM MRA 1119 Us NLA N/A 369 ba NIA 9B01D9 INA IllA INA 611 ms 682 be BOOB O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. D� �i•c•• bCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.00p� a oeact C9Mrol 1 • • • • • • • TABLE NOTES: 111111! •• ••• • • • • • •• 1v1 rIl • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USIN(;THE TABLE A6bifEE25:OR=NFQRhtnON ON LOADING.SFE SHEETS 2.4 FOR N LINN fjt • • • • • GENERAL INSTALLATION METHODS. • •• • • • • ••• �''"•'� ��'��''�iGENSg•'•��P �� FIGURE 5 FIGUREO: 2)LINEAR INTERPOLATION BETWEEN MULLL891GTHS ROHENINGW1DTHSISSLLQM LE. w �c 4.000' = No.58705 • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN '2• LTHE FIELD.00AT ONS.OLLOW WG DIMENSIONAL RESTRICTIONS ON SHEETS.t-23.FIOI&iE3 SHOW SUGGESTED,APPROXIMATE HOLE =,d L� LY �•`ZtS ? W� • • • • • • • • • %A� S ATCO- �-W FIGUREI: FIGURE 8: FIGURES: FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONIBDRMTO A431301 SPECIFICATIOYS.HOLLOW AND C:tOW-FILLED CONCRETE BLOCK UNIT ' '� '•;FCORIOA••'� • •• • • (FIGURES S&O) (CMU)SHALL CONFORM TO ASTM C-90.WO(lIWSHA%BE PRESSM�-THEATED ifELLOWdXXffHvW PINE WITH AN SG OF 0.85. '��S'S' ••"'•Ek-\, `•� MUST BE USED ALUMINUM SHALL BE 0003.75 AND BEA M M O�A25'THIQK':f'TELL SUDS TO BEA WRIMOM GRADE 33 AND AW THICK(18 T X 4•X.20'MULLION ��II j(?(�{\1L 1``�` • •• • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT L T.128 HICK ANQJ�ALLUCHOR1011,"METAL SHALT.EXTEND AT LEAST 3 SCREW A.LYNdA' LLER P.E. • •• • • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY SE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 13A MulllonCapacity Table nin8 VWdth(lbr%efflcaru 1mAWM)orOpenlnp Helgltt(fa 110f1207lBIlyh4pat711g n1W1orL4) x,1.01 win soln 701n 536 I tH I t001n 11010 1401n too In ReolengWer 4eNT0anD• Raetevptter TmpRdmlm. Reotmrol4ar TH6P7T0elg• Re019091ter T1etllows. lbolelgetnr Tta1101 m I6a1m815er TtsmTo"no, Reet®19o1m Tnmf71ta11g. Neeler&ldar T1api7datg. Reeten8aler Te�7afmtg. 41 2x6x.26 �g,•Losd1• uatnppa L-ft L•adn0 toaft Left Loadn9 Laeft toadn9 Loaft taedl• Um tB Loa•,g Loaft L0adn9 Loadng toa•ng yg laedag Q s O ftl 170.0 820 170.0 436 170.0 744 170.0 478 170.0 808 170.0 we 170.0 053 from 618 170.0 1118 I= 521 170.0 1240 170.0 021 170.0 1486 170.0 021 f".0 1736 170.0 621 170.0 1083 170.0 621 � 4861 170.0 708 170.0 624 170.0 WO 170.0 684 170.0 OM 170.0 860 170.0 1133 170.0 got 170. 1278 170.0 877 170.0 1417 17&0 680 170.0 1700 170.0 880 170.0 1883 170.0 000 170.0 2207 R0.0 880 j 60.82661 17&0 747 170.0 683 170.0 808 170.0 831 170.0 1010 170.0 864 170.0 1109 17&0 723 MO IM 17&0 747 1ra0 1491 1710 768 170.0 1703 170.0 788 R6.0 2002 170.0 788 1ra0 2391 170.0 768 8161 I= 797 f70.6 812 170.0 M 170.0 691 17&0 1118 170.0 764 170.0 1276 I= 803 Rao 1434 Va0 837 170.0 1534 170.0 856 t70A 1013 17&0 001 170.0 2231 17ao 001 17&0 2560 170.0 881 m 0 60In 170.0 889 170.0 701 1792 1003 170.0 797 1 1240 170.0 678 170.0 1417 170.0 044 1ra0 1601 t70.0 086 170.0 1771 .1ra0 1033 170.0 2125 17&0 1083 170.0 2470 170.0 1063 170.0 2833 170.0 1083 J 831n 17&0 530 170.0 745 170.0 1118 17&0 ON 17&0 1302 17&0 040 170.0 1488 170.0 1016 170.0 1873 1702 1078 170.0 1059 170.0 1122 170.0 2231 17&0 lien 170.0 2803 1710 1tt1 170A 2076 17x6 1171 as In 1710 974 170.0 789 170.0 1189 1702 953 17&0 1981 170.0 1002 170.0 1658 1T&O 1080 170.0 1763 170A 1166 170.0 1010 170.0 1219 170.0 2330 1702 12M 170.0 2727 170.0 1286 170.0 3117 1710 1288 Z �� • ,rG 7261 170.0 1063 17&0 878 170.0 1276 170.0 1008 Inc 1488 17&o 113 178.0 1700 1710 1228 170.0 19% 17&0 1816 170A 215 17&0 1387 170.0 2660 170.0 1488 170.0 2876 170.0 1620 170.0 3400 1702 1530 �. 781n 1702 1122 170.0 037 1710 1348 17&0 1080 170.0 1670 1702 1209 1710 1704 1701 1922 170.0 2019 170.0 1421 170.0 2243 170.0 1606 170.0 2892 170.0 1890 170.0 3140 1710 1894 170.0 5380 170.0 1705 7861 1710 fist 170.0 967 1T" 1301 170.0 1118 1ra0 Uni 170.0 12=60 1710 ISO 170.0 1388 1702 0072 170.0 1474 170.0 2302 47xO 16% 1710 2783 170.0 im 17&0 3223 17&0 1777 170.0 3m 1710 1706 006 170.0 1728 170.0 1144 170.0 104 170.0 1328 1T&O t8W 170.0 1498 170.0 2125 170.0 E853 17&0 2891 1702 1783 170.0 2868 1710 1018 170.0 3168 1702 2128 168.0 3413 170.0 2273 138.0 3413 1710 2361 ' q � 96In 170.0 1417 1T&O 1232 170.0 1700 170.0 1434 ROA 1083 17&0 1822 170.0 2287 1702 1795 170.0 2850 170.0 1952 1710 NW 170.0 2089 1610 3199 170.0 2336 137.1 WOO 1882 2470 12&0 3199 158.1 208 login RQO 1004 170.0 1409 1710 1813 170.0 1847 170.0 2231 170.0 1870 170.0 24n0 170.0 2078 WKS 2701 1702 2271 14SA3 2761 181.0 2333 123.8 2781 140.4 7x01 105.0 278t 126.0 2234 017 2781 11&O 2190 1RN 170.0 1838 1ra0 1481 170.0 1088 170.0 1700 170.0 2203 1710 ISM 1702 2531 170.0 2140 161.6 2892 182.3 2244 138.0 2832 14&4 2218 1132 2832 12&4 2188 971 2832 115.1 2125 66.4 2832 tOg.3 2008 0.1' 52 R 1206 tt0.0 1771 Inc 1688 170.0 2126 170.8 18'2 154.4 2!!82 169.0 1901 136.1 2262 141.4 ION 120.1 2262 1272 1938 108.1 2282 it&1 1816 00.1 22d2 891 1872 772 ?2b2 86.9 1838 LU X 871 2262 81.4 1808 m " b o 1/444 12.01 1684 12&8 1149 1048 1884 10&1 142b 894 1566 913 1407 76.2 1684 007 1980 893 1884 72.3 1373 82.8 1681 85.7 1368 ffi.1 1664 68.0 1330 44.7 168{ 482 1306 30.1 1684 44.4 R83 fV TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: a Ano or Capalty Table09) � a ew3haw VICcornmte 3.AtCo1•. HormcMu F1edCM M mew (D-)X(ANCHORCAP.,,0.,,,y,)=ANCHOR CAP- 4415 Fbo IW 88 Go*&15 Eton 114'SS Eke 810 Steal 012 Steel 812 sleet `MULLION CAP.,,,.- Anchor CUP Patterns Nm1ea 709e: 3Ii8'eco U1trma1 114•eao 106eeen 3'15 eooUlhaoon v4•Eke UAaoon U16aoon A•teeaemr, Ubeaal Appratutor eaew Na!8-05) 8ona9(09) USE THIS FORMULA TO OBTAIN THE ANCHOR Edp 42=00 0* 1' 2•t/r 1• 2-VC ave' 1• Mir 1' 2.1Ir r 3.115 r 0.48` aaa' 0.537 CAPACITY REQUIRED'CORRESPONDING TO AN Eaise•na8 1x1• 1x4' taw• I-we r 1-ve 1414• t-Iw 1414• 1419• 1-v4' r tare' lata• Parka ACTUAL PRESSURE REQUIREMENT FOR THE 2Anehae♦$ .7 O4m.D.C./8U a Clip�iip.t m• 390.03 44963 ON 413 354@0 7 ft 374 U• 6841 W 341 fes 442•s 6806s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anotuta 1g 4.88'wn.O.C.IStanaa0 WMen CUP(Fl9.4 780 me 780 ms 9008s IM ms 3232 me limbs 660lbs 708 ma 1440.03 748 ma 1272 m3 1892ms 882 me 88510s /Robe CAPACITY(FROM THE TABLE)OF THE SELECTED $Amhele to 1.71•wn.O.C.I Ste04a0 WO0se8 Cro ft.4T 11801es 14MOn /010 ma SIMM WA X% 9401.0 NA 108561 WA MA WA 1383011 IMIIA tam bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 MOM 07wn.0.0.1(0 2n6Ande Obs I Flo.62 780 me 780ms sobs 1880 Ws 189863 54063 580me WA 78066 748 Me asoma =Ibs 6826s 885 me 112003 CAPACITY WHICH MAY BE USED TO QUALIFY 6 AngorQ 3'wn.O.Q.IM 216 Angle CBms f(Fp.Bx 1680Iba 115 m3 t353ms 31209s a7096e 10e06s 1190 ms WA 1530 me 149863 1700.01 3789 ms 138363 1T70me 2240 bs ADDITIONAL ANCHOR OPTIONS FROM THE 12.01.4411 13•wnO.C./(9121644•.C8p3/tF18.77 1880 ma 21011.03 144063 378003 WA WA 139061 NIA MOM WA 4481 WA 2946ms 286463 3mbe ANCHOR CAPACITY TABLE. DUCI'RBYBED 4Anohow 89 t84•Mk.0.0 tlIC6p.1144.126•Alae.(fl9.B}: WA WA WA WA WA N7A NM WA WA 4441 WA WA N0\ WA 143063 'NBtbaPlOtlde 8 Anotias 680.86 Mtn.0.0.11►1U h1M.i25•Akm.(179.eT WA WA WA WA WA N/A MM tvA WA WA 4481 WA WA WA 298161 h--2.000'--i Code, �� D 2Aneh=04A560a.O.CJF-CRP FI9.14 390 ms 3906s IS06s Asoma 161ama 2709.0 28010s 354 as 740 m3 374 W3 OWIM MM 341.03 442 ms 880 ms oap7eawNO 4Ano0=QI.71'tAn.O.CJ .1 690me MOM 505ls 129810s WA 4401 470108 WA 8310.ma WA AOA WA 882 ms 85316s 1120.01 Die .280' _ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: ,116.0 ooe PraduG Coa1ro11 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIt4URE 8: FIGU7�9:FIGURE 1k URE 11: 1 SEE S It*I FbIt STIQUMONMN USIN(PTHE 7A11LES AND SHEET 28 FOR INFORMATION ON \\111 111 I 1 tt 7 • • • .• • LOADWC :EES ••2:Q$gNEgAL:4SjI U.(TIQN METHODS. 2j LINEAR UdiERPOLVOy Br•Tm�tIvZ4Uti LrgGTFI�QNDJOR OPEMNC4 WIDTHS IS ALLOWABLE ` ; • • • •• • •• ••• •• • • • •• • • • • • • •• • • 3)MULLION AND MULLION CLUBS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS T ;' No.5870' -_ 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5 FIGURE 8 FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATION& ANGLE . ... . = •' IS:t{/ • • • • • • • • CLIP 4j Sti8.37RATEQ:...CONCRRTE SHALL CONFORMIA),001 SPECiFICATIONS.HOLLOW AND GROUT-FILLED (FIGURES COWAMEBLOMUNIT(EMU)SHML CONFORM TOACTMC-90.WOW f;HALLBEPRESSURE-TREATED :OiC� '•..F'CORtO?:••'(0�:� • • • • • • • • 6.7) YELLdhft0 LINE MIIH A SG OFV.55..ALOMIIIIUMISHALL BE 608378 AND BE A MINIMUM OF.126'MUST BE %CCS • • • • • • • • USED U4 THIN'�EE� �STO 6VIIQILLMGRADCHdk L-2 THICK(18GAUG4STRUCTURALSTEELTO "',/SIONA�I`�t`� PABLq- BEA EAST. THICK A30.RLL AN TO METAL SHALL EXTEND AT LEAST 3 SCREW 2X 8'X.25' A.LYNN MILDER,P.E. THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 440 S.S. MULLION FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14A Mallon Capeft Table se) Op9NngWldth(forveticapr-"rvig"ons)orOpeningHolgM(for hod WdngnCons) �Mt Goin 6061 701n 801n 90tn t001n t201n 140 to 1W in i Reota%Wer T1ayVfdal•• Rant wdw T19FV[Aam ftowgWar "0181•. Reafm•tdar T�apamm Radwo" TiapOfm•. Reelan9Wm Treplrtlal� ReoteneWer T AeW Ra4tet•Uar Twp'r16mg. Reet••tAar TWtVrAatlg 4 urXml, Lire L�9 Loft 14a41110 Loaft Loaft I"aft taft rAoft LoaWnp Loading Loft Loamre L4oft 1.ea42• Loafs Ua46g Iere �!L Tube Mun Z �L N rlln 1442 WB 167.01 428 '1202 SM 14&9 418 103.0 828 130.9 414 80.1 628 1348 411 80.1 528 194.1 411 721 626 134.1 411 Ml 828 134.1 411 81.8 628 134.1 411 4&1 628 134.1 411 tu 481n 88.8 403 106.0 333 606 03 94.7 328 89.0 403 88.4 320 1 604 409 VIA 347 63.7 403 78.1 816 48.3 403 7&a 314 40.3 403 78.8 1 314 348 403 7&8 314 3a2 403 78.8 314 J = WAZI. aZ3 362 01.0 301 8&8 = 79.3 206 S.8 392 719 289 61.6 362 67.2 2M 46.7 382 84.8 284 412 362 1618 283 94.3 382 816 283 29.4 382 0 N 66In 87.8 318 74.1 287 68.8 318 842 281 486 318 67.7 256 424 318 IMS 23 37.7 318 80.8 250 33.8 318 4&6 279 211.3 318 411 248 242 $18 411 248 21.2 318 401 246 m 60 in 48.6 258 63.1 218 41.2 258 45.7 214 3&3 258 40.7 210 309 268 37.2 207 27.6 266 34.8 204 247 258 .83.4 203 209 268 322 201 17.7 258 322 201 16.6 268 322 201 0� N 63 in 4Z7 234 45a 200 310 234 38.1 183 3a8 234 34.7 1112 26.7 237 31.8 189 217 234 20.4 166 21.4 234 28.0 184 179 2M 28.8 183 162 234 28.8 183 134 234 28.5 181 taJ J' Gain 37.2 213 39.4 183 31.0 213 33.7 179 26.6 213 2&8 176 23.2 213 279 173 206 213 2&1 170 1&8 213 b.7 189 1&6 2m 222 167 13.3 213 22.0 186 11.6 213 220 188 Z (n g 72 in 28.6 178 301 185 23.8 170 28.8 162 204 178 22.5 149 17.9 176 20.3 147 1&9 178 1&7 146 EL 76 In 243 181 28.4 1411 ffi3 181 278 137 17.4 161 1&0 135 16.2 let 17.0 133 g Z 78 in 22.5 1 162 29.6 133 1 1&S 162 119.01 131 11&11 162 1 17.6 1 t28 � In � a �7a TABLE!4B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCepaot Table(11m) F- aT /� ANCHOR StO90ela 27It emInm &62 COIIC. HOW CfitU F708dCMU PTWarI 67de1 \..m)X( }ANCHOR CAP., U) r- 8ns•P.Ito 114.88 Eko Td18•Eko V4*88 Eko Vlom a •129tee1 a1281ee1 MULLION CAP..,,,,,,. An:lror ryp6: &16•Eko lRltetal 114*Eko UOle:on 9it6•Ekottmacon 1!4'Eko18881a1 Ir X AnohorCOp Patlams wm:m AOpre0at7r 801e:m A99receaor Screw t�screw-m scream USE THIS FORMULA TO OBTAIN THE'ANCtiOR E42e o%atme m) r 2.1/d r 2 W 53-ve' r 2•irY rI 2-Ur I r TV-r r 048' o94• I o92r CAPACITY REQUIRED"CORRESPONDING TO AN � m !'n to Eel On•11 13a• tslr 1.814' 1-114* r Ht/r 1.114* 1.114• f-V4' 1-tH• t u4* z tsm` Ism• "Aee ACTUAL PRESSURE REQUIREMENT FOR THE 4N OM 3.696.O.C./ 216Ar01e ! t4* 7801aa 780109 6901[8 1bfi0 ma 1843IM IWOOB dWm4 wA 76o ma 748 asoma 5892 m3 r ee6ma 199m9 OPENING,WHEN IT IS LOWER THAN THE MULLION Q O O CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD AMINIMUM 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. r' 1266'•1as contptyft whh 1L6 Fbrlda FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE�� , • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. r] HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,11(' 1 la Ffo�tCOD- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAM. •• ••• • • • • • •• .125' AA71t1it1f/!l/ 44)ON TE BLOCK UNIT SHALL SHALL N CORM T C 1S S HQLLAND GROUT-FILLED `��0 G �ssURE '71GEN YELLOW SOUTHERN PAVE WITH AN$O OF 0.56.ALUMWU L E O BE A jA1NIMl1M OF.12G T �•, THICK.STEEL STUDS TO BE A MINIMUM OWE 30M0.040-MICK(i8 GAWE)PSTOACTURAL STEEL TO BE AT 128•X 2.11•X.125 MULLION No.58705 LFAST.125•THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. 0 . • •• • • • • • ''/S��NAL E •` •• • 00: • ••• • !!!!1111111 A LYNN MILLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• TABLE 15A mullion Caltaft Table Opordng WM gorVwda VA•Bp-ft MIR-) H618ht(torFlwlgorW apa"rQ m ftm) WWW 1g�en sab BOfn 70b BO In 9oM t006t 120 In 140 to 16Dtf Reotmrg9ar 7taplUanO. ar Trep7ltlem Rwtmgdar Tmpti w neamr•dar TrapTfang. Reotmoft TM s• Reofen du TMN7�9• T�*m TiepRriar•- Reote090iar LSWaI>nB. n 326 30 Loe6nB f.oedOB LoaN1B L00•n9 Loft Loa•n9 Leafing Lftft Lomft L-dro Loada9 Loa*w L=ft Loaft LOA** Loadaf Loaft Lwft �Y 11FFF DEG.AL Via N co 42 fn 170.0 60 170.0 486 170.0 TN 170.0 478 170.0 BBB 170.0 808 170.0 B9a 170.0 618 I70A 1118 110.0 621 1MA 1240 170.0 621 170.0 1488 170.0 621 170.0 1736 iMA 821 148.1 1710 170.0 621 � W 46h 110.0 708 170A 524 110.0 880 170.0 SM 170.0 002 1740 We 170.0 1133 t70.0 881 170.0 1275 1790 677 170.0 1417 1740 880 1S.2 1802 170.0 880 13" 1822 170.0 680 1142 1672 170.0 880 g � N 50Affila t70.0 747 170.0 683 170.0 898 1790 63t 170.0 10(8 170.0 681 170.0 1186 170.0 773 170.0 1346 170.0 747 1042 1443117U 766 136.0 1443 170.0 7W 117.3 1443 170.0 758 102.6 1443 170.0 766 W O 54 In 170.0 797 170.0 612 170.0 096 170.0 681 170.0 1116 170.0 764 170.0 1276 1790 808 180.4 1363 170.0 SR 144.3 1383 iM.O SW 120.3 1353 170.0 BBI 103.1 1363 170.0 881 002 1363 170.0 681 � ~ 6044 170.0 888 170.0 701 170.0 1063 170.0 701 1874 1218 170.0 978 149.1 1218 1790 944 129.9 INS IMS 038 116.9 1218 1621 924 97A t218 146.1 813 634 1219 1491 SO 73.1 1218 1491 913 63In 170.0 930 170.0 770 170.0 1118 170.0 860 160.2 1100 109.6 933 131A 1150 183.0 SO 118.8 1180 t4t.0 m 108.1 1160 1342 806 87.6 1160 1297 all 16.1 1160 1282 We 652 INS 1281 870 � 7 d m � BO In 170.0 074 470.0 709 162.4 1068 INA 881 130.8 100 144.8 864 W.3 1018 133.1 860 IOTA t048 123.4 839 91.4 1018 1196 830 76.2 awe 109.4 021 86.3 1018 1082 818 57.1 1098 1062 818 - 72In 1496 BBO 1472 764 117.4 880 1260 748 100.8 M 110.9 734 960 880 take 722 782 880 02.0 712 10.4 880 882 703 66.7 880 70.2 693 60.3 880 784 898 "A 980 76.4 688 Q _ 7844 1197 780 1261 � 89.6 70D 1064 979 B8A 780 83.3 863 7k8 78D BSA 652 88.6 780 784 843 69.9 700 71.7 836 494 790 861 82+6 42.8 790 821 819 37.4 790 81.8 81778 In 110.8 750 116.6 857 82.3 780 861 644 761 780 96.8 032 89.2 760 77.1 921 014 760 70A 012 664 700 867 605 462 780 59A 594 384 MO 58.2 888 34.8 700 66.6 US Q Q BOtn 721 687L74.4 600 60.1 663 624 [91 61b 683 444 483 491 883 464 470 40.1 863 444 186 361 6W 404 482 304 693 38.2 462 26.8 883 33.3 446 22.6 68S 818 442W96 ke 68A 405 443 49.5 485 61A 435 424 495 44.8 427 37.1 405 368 421 33.0 495 38.1 416 267 495 3S2 408 24.8 498 28.1 400 21.2 495 20.8 394 190 498 25.0 S90 U.11061n 417 391 363 344 391 364 816 21LB 381 31.1 342 261 381 27.6 337 23.2 391 24.0 333 20.9 391 224 328 174 391 10.7 321 14.9 381 17.8316ttt b 364 370 346 32.0 370 334 330 274 370 266 328 24.0 370 263 320 21A 370 72.8 S18 142 370 205 312 160 370 16112001 304 317 289 26.3 317 260 284 21] 317 22.6 280 10.0 317 194 270 190 317 17.9 27S144 In ITS 220 203 � ��• n TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anoher Ca Table ANCHOR CAP. „„ 81@ebde: 2.71 Made 3.6k Coro. u FUMCAM PT Wen6 L1eY! (Op-)X{ -ANCHORCAP._ 4418'Efeo 144.88 Ebo 8716'Ebo W 08 Ebe 610 StW 812 Sled 2128ted MULLION CAP.,m„„,•, A1roharCSp PaMeMe Ar d o Ty9e 3718 Efeo Maw U4 Etoo Wtreean 318'Etoo lf0aoon U4 Ebe 11Laeen WiMoon Aws0tor Wmw Ame6ebr 6em1(95)Somr(SM 8oaer(O6) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edit OW-0a r 2-IM I• 2-fir 3-tv 1• 2.1m r 2.18• r 3-!W r 0.r• cm (824• CAPACTYREQUIRED"CORRESPONDWOTOAN EMbe6der er lar4' 1814' tars• 1.3x4• r I•Ve 1.114• Id14• 1.114• 14W t•1IC' r lace• tare' tmka ACTUAL PRESSURE REQUIREMENT FOR THE 2AmhomQS' A0.0.t 1245An*CftyI0:Wit 3909t A. 460ft W9MMS MS 27060 200fba 740ma 31400 3* weft 101 4421ba 58oft OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnehM O 3S LOM C.C.I(2)2XSAn9ie CBPP ft.U 780 bt 79061 790f9 1870Rt 2Mtba 840 Bt 680IbS WA 11200a 748111 SW Aha 1892 WS 662 So Mae 11200# CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Amhae 02.71.W&O.C.I M US Angle CUP I flo.91 1110 Eb9 1120 ba 09808 2MM 2254 ft WA BPoIba WA Me ft W 1320MB WA 1o22)Oa 1327ft low ft MULLION.iT WILL YIELDAMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ODULrRBYISBD ANCHOR CAPACITY TABLE m o0Mp1y91g withoo& theme FIGURE is 3undloTABLE NOTES: 81h.lf t"� L'�• 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. lard (bhOfol 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIO$QPEi){IrJ}C WHVHWS AL60WAI.E.• •• 11 I{I!!! 116 FIGURE 2: • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCME.FOR EXA:T DIMEW0 10NS,46EE�HtIfTS6f1-23. •127 �` ANY LYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESRACTIONSdHC>•VNEN 9H[Nf32113 vL. i10ENg FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIR • • • • • • • • P; P 'P 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.FOLLOW AND GROUT-FILLED 50' NO.58705 3r FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHAD.BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN$0 OF 0.55.ALUMINUM SHALL BE W83-T5 AND BEA MINIMUM OF.12E THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AN TAMW GAUGL•7.STWJMRAL STEL TO BL•AT LEAST.126'THICKANDA38.ALLANCFORSINTOMET S L NDATZEAST3SrREWTHF�AD3BESON�i MU =,0�. SiiGr (7j�` THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY XV,SO.0 ties.% • •• • • ANGLE CLIP(FIGURES 1.3}MUST BE USED W PAIRS. •s• i• ••i ••• ••• ••• S/pNnt e A.LfNWIMILLiR,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 16A ts110Ap�l� Mullion Capacity Table Hxl Opening V6%(forvaillyepmringmU3o11v)•r eninsHolght(for MLt9119) a Goin 00 to 7oln sok, MN tooN IZOIn 140N 16oln RVAMPAr ts011delt8. ROCWWUTtttMtlmq. t tlepm5ag. t Ter TrWTftte. Realtt ubr TWM" Realtttgtlm I 71e MWW R20MM• TOeDAOene. TrepTOalg• RMmngulm TMRTdm o 3.26°48 Ioe•na Loe•ae Load" lAaBtte twang Loaft Leant• toaft toaft Lostin0 Loaft Lea.0nBLwft Itm" L-w toatlne LoaAtt9 LoofteDEG.AL x &' BAYMULL m 0 i2N 170-0 820 170.0 436 170.0 744 17&0 176 170.0 888 17&0 506 170.0 882 170.0 619 170.0 1118 170.0 G21 170.0 1240 170.0 621 ifOA 1488 170.0 621 170.0 1798 170.0 621 580.3 1871 17&0 521 �++ 40 In 170A 708 1700 W4 170.0 850 170.0 884 170.0 882 17&0 830 170.0 1133 170.0 681 170.0 1276 170.0 877 11&0 1417 1TOA 880 163.7 1837 17&0 680 140.3 1837 170.0 SW 02.6 1837 17&0 on 51mb, 170A 747 170.0 683 t7&0 898 17&0 031 170A 1048 170.0 684 170.0 1106 17&0 7x1 170.0 1346 170.0 747 MO 1484 170.0 758 147.1 1651 17&0 7M 12&1 1652 170.0 768 110.4 1652 170.0 me W 3 Q 641n 770.0 707 170.0 612 170.0 858 17&0 881 170.0 1118 170.0 764 170.0 1276 170.0 603 170.0 1434 170A 037 166.2 1455 170.0 855 12kS 1455 170.0 681 1t0.0 1455 470-0 881 91.0 1455 17&0 Mt BON 170.0 888 170.0 70t 170.0 1003 17MO 787 170A 1240 170.0 870 167.1 1308 170.0 044 130.7 1309 17&0 898 126.7 tW9 1836 984 104.8 t308 167.1 982 898 1855 157.5 882 7&8 1308 167.1 982 MN 170.0 030 170.0 746 170.0 1118 170.0 860 I= 1247 170.0 940 142.5 1247 184.5 M3 1287 1247 t5L6 855 114.0 1247 144.3 852 868 1247 1302 838 01.4 1241 1362 1134 71.3 1247 135.7 035 � d MN 170.0 074 170.0 IM 170.0 1189 170.0 9M 148.4 1190 10&7 986 129.9 IWO 147.0 845 114.4 HBO 138.0 028 103.9 1190 12&4 914 $0.6 1190 110.5 8M 742 ttM 116.1 BM 64.9 1100 11&1 093 Z V2 g 72h 161.8 late U11.6 877 134.7 1010 544.6 855 115.4 1610 1272 842 VIA 1010 114.7 828 8k6 1010 105.8 017 BO.B 1010 Ma 807 07.3 1010 80.8 m 67.7 1010 878 755 we 1010 67.7 788 -3 J 70N 137.4 806 MU 792 114.5 MB 12L0 778 88.1 908 INA 781 B46 908 882 748 782 ON 552 798 B&7 MB 8ZS 728 87.3 908 70.7 716 49.1 908 71.2 710 428 MB 708 7M 76N 127.1 Mt 132.5 766 105-0 m tt2.5 755 Me Mt S&8 726 7144 Mt O8.0 713 70.8 Set 01.0 7M 83e 681 76.4 04 Me 681 8&1 551 44A MI 84.5 876 39.7 Mt 61.7 072 � �" < � p MN 8Z7 848 55.4 ST4 0&9 816 72.1 684 M./ 848 82.9 664 81.7 818 55.1 BIS 4" 648 MA 557 41.4 840 478 830 34.8 048 41.6 B19 29.6 818 382 511 26.0 618 38.6 5W LU N r 98N 6L2 688 70.1 606 We US 69.1 455 48.7 555 81.4 491 426 GM 0.8 483 S72 655 41.4 470 34.1 559 3&1 470 2&4 558 33i 455 24.3 556 30.8 452 21.3 GM 2&7 447 N W O iMN 418 449 488 455 39.9 419 412 355 342 449 36.7 355 29.8 448 31.7 387 28.8 4W 55.8 302 2&9 446 2&1 37l 78.0 448 Y1.7 355 17.1 449 20.4 381 1&0 449 1&9 111 N 55.1 426 45.0 986 3&6 47.6 37.9 379 31.6 426 32.8 319 278 455 29.1 387 24.6 455 282 355 2L1 425 248 355 18.4 426 20.7 350 168 426 188 313 � � Y 120 N 34.0 364 388 331 29.1 304 288 320 24.9 384 25.8 321 21.8 984 228 317 t&4 381 208 313 STA 884 1SJ 398 Q A O 144. 202 253 2&4 233 18.8 2G3 17.1 230 d TABLE 186 ANCHOR CAPACITY ADJUSTMENT FORMULA: g •� AnohorCe Table ba ANCHOR CAP. ,, � Suhelmta 23kCmmfde 3Akck "Olbw F®ed M01 PTW6oi mm (DP_)Xt ).ANCHOR CAP.„° stir Ebo '/CBS on emir afoo 114•S8 t3ko 010 steel 612 etW 6128teet MULLION CAP.,e„v.°. AnOhorC2pPaltems AmborType 318 EkoNUaoon fA'EkellNman 9118 Eb.UOrmon 114'EkoUBman IAbmaa AppreOetor 1@taeon A90te0eta 8me•(081 Borew(Ob) 8ae8•(Os) 113E THIS FORMULA TO OBTAIN THE"ANCHOR ��mme r 2-a2• r 2.1rr 3-ifir r 2-1in r 2-11r r 3.115' r orae• cow Dan• CAPACITY REQUIRED'CORRESPONDING TO AN Ettdxla'ttotd5n lata• tarn• tats• tsar r tarx 1•ix• 1-i/ar t-tw• f-va• tars• r feta' fats venae ACTUAL PRESSURE REQUIREMENT FOR THE 2ARd m@frMhO.0.r(2y2x5An9m(aps!(FIp.tT 355 ba 380@3 450 b BMbs I& 270ba 2550* 364 tam 740 be 3T4lbs 720 ot8ba 9418., 442155 OPENING,WHEN IT ISLOWFATHANTHEMULLION 4 A*Am @ 3.6•Mtn O.C.1(2)2x5 Atte t9ya r(Fb.4 780 be 7M 5m NOW 18700m M6750m 540 ba 655 bs WA 1120 Rq 7481ke SBO Ibs 1882 be 882 bs 8551m 1120 ba CAPACITY(FROM THE TABLE)OF THE SELECTED B Atxbom�2T1•Mtn O.C./(B 2148 Ae9m C0per(FIp.3 1120be MOM 9Mbe 22480m 2254 ba WA MMS WA 1 10599m WA 1920be WA /022 ibe 1327 be 188010a MULLION.ITWILL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PRODWI K.- ANCHOR CAPACITY TABLE. rx%fth0 with 1l•Fltdda FIGURE 1: TABLE NOTES on"j;�A w O l 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. C6t11fd FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL j WGj)V JNiLVDVPENj4G Wq?�THH�44j 16"AligNABLE. 111 t t 1 t 1 l t 1 r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO4SCALfi,60"Tgm4p 0:NS,SEE SHEETS 21.23. `�� ON�.••••••.�/(�''iii JX • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DI AMS1ONAL R66TWOT)OM946HOVid ON SHEETS 21.23 12G 46° e�'��•''�10ENS[ •;F� FIGURES SHOW SUGGESTED.APPROXIM.Al€A ,LTAAV • . . .. ' No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED ;Q • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.126" O r zGt j THICK.STEEL STUDS TO SE A NINON IvPGRAI9MAND.0459THICR RSIGAUGE}3ARUCTtIRAL STEEL TO BE AT 4b BAY %��''• S7ATE C4/ LEAST.126'THICK AND AX ALL AN O INT METAL B BAT LEeT 3�SCRE11WHREADS BEYOND I �AL • • MULLION FCORIOP.•' ?: • • THE MATERIAL.#10&012 ANCHORS "IMOt MAY.PE STS S.S.OR 4%.Flp' • • '��S'' ANGLE CIDP(FIGURES 1-3)MUST BE USED IN PAIRS. ••• •• ••i ••• ••• ••• ''r,S��NAL v�v A.LY�ts MILLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '1 1.006• f" '1 I-,.000•.1 I-,.260•-1 1.000• to �--1.286'-� �• -.i ,.660' � _i ,.000• r- .12s � 6 126' 2.760' .126• ails' .its 3.180' k d .126• .12b' 2.760• .128' Lo 2.0160" 2.0100• 2110' N L 126' L 286• .12s" z A m y ,'Xr X.126'MLLION 1'XrX.37s MULLION 1'X 2.76'X.376 MULLION 1•X 2.76 X.66(•MULLION VX3.12r)(sMULLION 1.2SX$AWX.286'MULUON i.WX2.11'X.1WMULL�I d Q, co 6063.78 ALUM. 6063•TBAWML 6083-T6 ALUM. 6053-TO ALUM. 6063-"ALUM' 8063.78 ALUM. 0983.78 ALUM. X-SECTION X•SECTION XSECTION X-SECTION XSECTION XSECTION X-SECTION Wm y Q 0 Z m TI TABLE A LU g STANDARD CUP I 2X6 ANGLE CUP Dimension Value On) For Mullion: g 6083•T6ALUM. 111 6083•TOALUM . Q 2.000' X-SECTION 2.126 U•CLIP 2000' XSECTION A 1.826 J d Z 11XrX.12s d P v 126 I XION 0.895 126' B 2.864 Alumlmlm ~ U d o 128'r{ i D 0.740 Tube MulA 1.126 lion Z � b �1.74s I- B 2.404 1'Xr X.376 ,�,N Qc Y 6.600' CUT HERE TO 378' I C 0.836 AluT18m8t1 al y .376• 3.126• ^I-CREATE F-CUP.SEE MIN. -6.0w .376 MOd. I-� D 0.400 Tube Muliton a VoN�„0 MIN. DETA0.F.SHEET 4 .330'MIN. A 1.676 g �' - ------------------- B 3.000 11 X2.76"X x I I t I 1 A A I U-CLIP A I--------1 A L- -_--_J L-------J 6003-TO ALUM. `- "------------------- 2X6 ANGLE CLIP C 0.767 .376Aluminum Tom+ 0003•TOA_UM. D 1.118 Tube Mullion STANDARD CUP CENTER OF ANCHOR HOLE MUST UE WITHIN THE TOPVIEW E .450 Mtn. 6083-TB ALUM. Cf]J1,ER OF ANCHOR DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE A 1.312 1"X2.76'X CENTER OF ANCHOR HOLE MUST LIE TOPYIEW ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1118'. B 3.000 .860' SHEETS 6.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Alumlmml DIAMETER:ANCHOR DIAMETER 4 Vir. SHEETS 6.17 FOR THE D 0.836 T1te Mullion ANCHORO.C. TABLE B DISTANCE.MAXIMUM RODUCP RBV,She ANCHOR HOLE POT PartM A 2'� eo wnh6tel+todde 1"X 3.126 X �� BMW .376• MUIIDImansian(sheet� B 2.837 00iagOnN DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip Angie Clip •�'Alum acptm�ceNo MIN. MIN DIAMETER 41/ts. 1"Xr X.126"(5) 88806 60113M 60811t8M SM43M 666511M C 0'� Tuba MINI 71 eto D 1.137 -- ____-- ---------� t°X2°X.376'(8) 888008 SMI14M 6661118M MU44M 685612M A 2.626 adeProdudComml r-- --r- 1""7Q 4,;7610(7)0 7• X11ft 6WI120M 668246M OW13M B 3.282 X.25'Alum I 'X2.76'X �• • • 18M 8881121M OBS246M UN14M C 0.882 Tuba Mull `�0 ,,I LYNN Ml1// i---i---i D i e 1° $128° • 8811 1 8861114M WU42M 886515M D 1.782 `��.•oCENSF' 1. 3.1 ) 6841101 f80A?7M ONI113M MU41M 6805,8M A 1.813 128'X2.11'X .R; `------ --- .121"Alum tc x 1.28°X2.11'X.126'(18) 88370 WA NIA WA 668617M Tube Mull No.58705 O OFFSET CLIP TES: • ••• • ••• • • "O ! ,Z,�[ Si W` .126° I 6083TQ�vUM. • • • • • • • • • • '� SOF ;'•1fl�- .740" 1)HOLES TO BE DRILLEE V HE 1`1151-01`1151-0 FOLLOWING DIMENSIONAL7REST TETRWrIGNS OMEN ON THIS SHEET. '' �� FT XE ..OF 2)SEE SHEETS 820 F03 f 11GGrzi&.APPT Alt VLE LO%TFIS&•V&MR O.C.DISTANCE. ' 'i�siS/O ..L i�. �• L P.EX 6887070 A. P•E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LF6 FL .B 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -'y two• � --{ 1.000" r-- 1.o6x� II.� Ay a� 1,12W. ' {I^{J�1zs• -I- .iz6• � � I I a 4. 126'STANDARD CLQ �a 4.000' 4.000' 5" 2• 8093-TBALUM. I 2.126 2.000' 2XSANOLECUP .126" 1 XSECTION I 808&TB ALUM. I 8083.76 ALUM LO 12$' XSECTION { XSECTION i26' m L21 . z 126' CENTER OF ANCHOR HOLE MUST UE WITHIN THE.125 .376, ` DASHED BOUNDARY.SEE SHEETS 6.20 FOR THE J ANCHOR O.C.DISTANCE.MAAMUMANCHOR m Q'k Uf HOLE DIAMETER:ANCHOR DIAMETER+1118•. W d 0 1'X 4'X.128' 1'X 4'X.378' 1'X 4'X.378' 6, im z F MULLION MULLION 'I'•MULLB)N CIRi'HERE'f0 fLt�O• 378' W G) 6083-T8 ALUM. 6083-T8 ALUM. 8063.78 ALUM. 3.126' .378' XSECTION X-SECTION XSECTtom •376' ^`�._CREATE FCLIP,SEE MIN. N J MINN. DETAIL F.SHEET 4 -1 2 Z 1280' .376• r-------'i CENTER OF r-------- ----------� .376" - C3 W i i ANCHOR HOLE I j MIN. > Z 1250' 1260' I I I I I I MUST LIE WITHIN 1 I O. THE DASHED i _^_ F I BOUNDARY.SEE I I U 2.876` -- I} SHEETS 620 FOR F - THE ANCHOR O.C. � i (- g{ O p 324' I f I I 1 F I hil1M I I ,y Z Ii A t 3.260' 32W 1 ANCHOR 1 I I f I DIAMETER: ] 1 .100' .100' .100' DIAMETER 1110". 3' .100, 2X6 ANGLE CLIP 824' 62W STANDARD CLIP UCUP BOB&TB ALUM. d x- -t __j CENTEROFANCHORHOLE MUST UE 6083-T � E . SW3vT88ALUUM. TOS �IE� �I.820'I�� --I.820'I-- -H.820'1-- WITHIN THE DASHED BOUNDARY.SEE TOT 128'X 3.26•x.100' 1.28'X 328'X.624* 1.26•X 3.84•X.824• SHEETS 620 FOR THE ANCHOR O.C. TABLE G TABLE C,CONT. MULLION MULLION MULLION DISTANCE'MAXIMUM ANCHOR HOLE Dlmonslon Value(In)For Mullion: Dimension Value(In)For Mullion: 800545ALUM. OWS-TSALUM. 6006T8ALUM. DIAMETER:ANCHOR DIAMETER 11111r. 3.887 (4 F 1.26').. X-SECTION XSECTION XSECTION G 1,000 •125' G 0.500 X.824' H 2.680 Alumimsn H 1.438 Alumtnam 3.488' 6.bD0" 1 3.000 Tibe WAI*l 1 3.260 Tube Mu0 M Q1377'- N., 1.877�I •126' MINS. .375` 3.187 1'X4'X FG 0.767 .375' O 1.126 X.024`_- H 2 Atumlmlm H 1.600 Aluminum vor�yryinswoTube&T 1 3.290 TubeMulllen u06It9Ca0¢ ,.j.�e 0- F 1.2@'X329' F 2.81330° Mug.126" I O 0.750 X.loC F 2.87946°Be Mt•.126• 4b° 2.1 W i i I i i I H 1.600 AlO almm %AbI 9.290 Ttbe MuAbnI 46°BAY MULLbN 3.250• • 1 • }- • •I• • TABLEDPOT PBN 630•BAY MULL8063.78 AWM. I _! � • • _� •.,• • Mulf t� ° Mullion Btd.OBp ONmt Cll U1111P An9te 0DP8083.78 ALUXSECTION • •� • • ••• X-SECTION I •• • • •OFFSET d?AP••• 1'X4'X.126'(10) 80384 888111M 88S7122M W241M S88818M r .125" I 8083•TBALUM. VX4'X.379°(11) 868t0 SMI12M 8881/23M SM42M 8885111M � No.56705 .228' �-est'-I J �"'•88r"� TO�EW 1-x4•x.375'T(11) 668A9 SMI12M 8981129M O8242M 08&N8M - y5r NOTES: .740' 125'X&2VXAW(13) 2016D 6601127M M1124M 6882410M 8886118M •• . • •.• ..: ••. .•. 126•Xs.�"x.824'(1a) 20197 88811zaM e8011�M 411M 8863i18M s q R � 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHF#T. O �. • • • • • • • 128'X3.84'X.e'14"(15) 20182 8881717M 8861128M 568241M 68881TM •.,PLOMOP-.-A,\; •• • • •• • • •• • • 30 De&tea(iin 88849 NRA WA NRA 88�110M tS ' 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. • •• • • • • • • ' �%NA��G ` •• • 000 • 000 • 490epree C� 88880 NIA WA NIA 8889111M 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYS IPGIM)(.tA P.E. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE E Mull Dimension PQTPart# (Ghost Mullion std.clip U Clip Angle Clip i -�r' .12s• f- .f2s .{F~.12s• d r X4'X.W(16) 06= 88826iM 686271M 6686112M 2aX6'X.26"(17) 88804 8662= MU72M NOI13M I 80B3�LCLIP Tht � -CLIP, � X5ANGLE CLIPGOWTO �r NOTES n 2.000' I XSECTION 2.126• 8083 XSECT10N 2.000' x-SECTION d 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125 .125 .928 I I N DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. N d W 21 SEE SHEETS 6-20 FOR SUGGESTED.APPROXIMATE I �- 1.490• I T N HOLE LOCATIONS. 3)SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. 3.600'x`{ C1;EATE FCLIP, 6.000' 376' W y 0 2 000• .376' ti r_SEE DETAIL F, 376' 3�. I -MIN. co Z y MIN. SHEET 4 MIN. O tttt�� to --------------- --------t -- -- Z 11 I r---------�-------------T Z W� �y' yg� I 1 1 � sp� W 0. a Z 1 I =i 4.000' I 1 1 1 � .- d. -I I 3438• 4 + 3.438• }--------I U MULLION 268' r x a•x 2a• I I zB a33 6063•T8 ALUM. I 3.435' Q0 0 XSECTION I i I .37G az L- ------ ---1--- -------'1 -- .�-. L L-------- .1 MK Q ------- -- - 3 y STANDARD CLIP 2X5 ANGLE CENTEROF ANCHOR MUST L� 806378 ALUM U•C1.IF,808378 ALUM. CENTER OF ANCHOR HOLE MUST LIE 8083.78 ALUAIP Q 2W D 0 rX4•MULUON SHEETfB O. WITHIN THE DASHED BOUNDARY.SEE TOPYIEW TOfW WITHIN THE DASHED BOUNDARY.SEE TOPVlEW g SHEETS 6.20 FOR THE ANCHOR O.C. SHEETS 6.20 FOR THE ANCHOR O.C. - R' DISSTANCE.MMM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DWMETER:ANCHOR DIAMETER+1116•. WITHU{THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1H6•. =IV 6•Z0 FOR THE ANCHOR D.C. 6.600+ DISTANCE MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER.ANCHOR DIAMETER 41118•. 6.�. r�2.000"--j .376' 3.6W CREATEF-CUP, .376• SEE DETAIL F, .376' MIN. MIN. MIN. .376" ----- -- ------ -------'+ -- -- ---------------- I 1 I I I I I I ! I I I I 1 �ODdQ tlft Ift �rePl0lidi I 1 1 I 1 i 1 I 260.O2W 6.000' - - -r-- - 1- 4.688' t SAW � +----------i •� •• • • • I • i • 6.48'• . . . 6.495 1111 I s 11 1 • I • • • • • • 1 � �� V L N k4 ''� 1 •1 •• • • t • i i `� SON...,""" /(� �'� 2'Xa•X26' I t • • • • 1 • 1 �'�:•'•�,LCENSF•'•FAQ i MULLION i I ••; •• • • • • 1 @•: %_ 6063-Ta ALUM 1 1 is No.68705 7f XSECTION I i I .376' -----------• ---� MIN. O; - ------ - • • • • •• • • • ��(��•,. ATE OF STANDARD CLW •• • • •• • • ••U•d.IP• 2X6 ANGLE CUP ......... �("9 60046 ALUM• ••• 0• ••: ••USED FOR��MUULLLIOON,SHEET 17 TOK OPWEEW,M. '''�i`IONA4 1 \` TOPVIEW A.LYNN Mil.llAk.P.E. FL P.E.#58705 ••• • • • • e•• • • • • • • • • • • • • • •• •• • • • •• •• EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH IS 2-U4".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. NO ANCHORS IN HEM 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING W DTH IS 3Y+32+1"-W.REFERENCING SHEET 26,THE COLUMN USING ®fill RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLtS FOR A MULUON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED ai DESIGN PRESSURE OF+80.W-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. �-8EE SSE FROM TABLE 3A,SHEET T.THE 1"X 2.76'X.376'MULLION(LENGTH-72,OPENING WIDTH=T(')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.g8,3 PSF AND WOULD Q Q FENEBTMTION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. a+ PRODUCT'S BHEETS ,• APPROVAL 2.3 FROM TABLE 4A.SHEET S.THE 1"X 2.76"X.680"MULLION(LENGTH=72,OPENING WIDTH-707 HAS A DESIGN PRESSURE OF H-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE £' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LB& im MULLION LEN mi- ^ n 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY D CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X8 V) N mAN (- ANGLE CLIPS WITH(4)912 ANCHORS HAVE A CAPACITY 6F 8B6 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL ZO uw SEEOEraLS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULUONS OR FENESTRATION PRODUCTS,WILL SHEENAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REq'UIRES THAT THE BOTH TFI:MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j Z 2aINSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. DC g W IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+Pm.0 PSF.TI*OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, Lca U MOANWORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: XD I-- J F" I W PSF)X M 8$)=824.9 LSS (MAYBE USED TO QUALIFY#10#EEL SCREWS FROM TABLE 4B) g F� 2 apt THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2318".THE OPENING REQUIRES A g 6 DESIGN PRESSURE Or+80.01.08.0 PSF. i83< 't FOR THE VERTICAL MULLION: ~ 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE BULLION LENGTH IS 32"+72"+1"=106"AND THE OPENING WIDTH IS 36"+3"+1"-77.REFERENCING SHEET 26, � THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULUWN THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318"AND WILL � 0) �o�.- EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.68.Xi PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. MnNLLtirvroTH-�- FROM TABLE 3A,SHEET 7,THE 1`X 2.78'X.378'MULLION(LENGTH=108".OPENING WIDTH-807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS H-1&1 PSF 0 N N AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q ON O FROM TABLE 12A,SHEET 18,THE 2"X 4"X.260'MILLION(LENGTH=106",OPENING WIDTH=807 HAS A DESIGN PRESSURE OF H-$4.7 NSF WHICH EXCEEDS THE REQUIREMENTS d �O SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE DETAILS 8& S FENESTRATI�1 SETS 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"+7=74',NOT 73'AS PREVIOUSLY PRODuam 2.3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE 18 SIAL APPUCABf E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE W04DOW WIDTHS MAY BE REDUCED TO MAINTAIN APPRW THE 73'DIMENSION(36-U2"+36.11Y+2"=737. i 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VER.ICAL!1 I CONCRETE HEADER AND SILL ARE S'WIDE.IF THE MULLION CUP WARE TO BE CENTERED WITHIN TME 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. I MUuwtR� - --SEE USING THE STANDARD CUP WITH(8)3(18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GOES AN ANCHOR CAPACITY OF 1050 L80 WHICH IS GREATER,AND LEHSTH SEE ~SEE THEREFORE SUITABLE,FOR THE REQUIRE)ANCHOR CAPACITY OF 971 LBS. S DETAILS, DETAIL E, OPENING SHEETS 23 SHEW S FOR THE HORIZONTAL MULLIONS tiFOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4'X.200'MULUON,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATNELY,ANOTHER RUVISW OR17 MULUONTYPE COULD BECHOSEN, e�pR lyt OteFbtida M41LU«J 71 1)THE MULLION LENGTH L4 WAND THE OPENING HEIGHT IS 3r+72�+2"=106'.REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIpgLRRIAN(GULAR LOADING MAYBE �� USED.FROM TABLE 12A,SHEET 18,THE 2'X4'X.2&Y MULLION(C LENGTH=42",OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPI!ICATKK NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. I o A"• 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTTTY AND CIDP TYPE REQUIRED FOR THE CMU SUBSTRATE,IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' laud a aef Control SHEETS WIDE.IF THE MULLION CUP WERE T $$EEC� M E 8'J MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH 2.9 (4)3N6"ULTRACOiN ANCHORS AT J0' G D P" 3>]�HQ!"PACITY OF 040 LBS WHICH IS GREATER AND THEREFORE SUITABLE,FOR THE REQUIRED 11 I Hill, ANCHOR CAPACITY OF 621 LOS. • • •• • f f • • .`��ONY,4YNN,M/( SS•,HOIAL ._.I 38".HORIZ. 4}FOR THE U-CLIP ON THE HORILON7AL MU UYN TR VBRTH�4l.YUL•(R16 EE�SAME ANCHOR CAPACITY OF 821 LBS.TABLE 128 FOR THE U•CUP SHOWS THE ANCHOR :C�,:••�,1GENSF '•.,� � MULL LENGTH MULL LENGTH CAPACITY 131074 L.BS WHEN USINGRB ANOPM01 WHFM IS GNEATEi,AND T1E'REF'ORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 L83.THE P: •,• �,. oPENNGWIDTHFatvERr!cALMuu ANCHOR TYPE ISA#12STEEL SCREW. NO.58705 _ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS. +1.64.7 PSF FROM THE VERTICAL.MULLION; 0-170.0 PSF FROM THE 36`HORIZO ATTACHING TO • • :�1 ` ��[kis H-170.0 PSF FROM THE 38"HORIZO MU N ATTA TO MM�UpS�M(RT�ERSECTION). ATE Of •=1!! THE LOWEST DESIGN PRESSURE[1 .7 P AND G� �rl41._�'��. FLOR% \ VERIFY THE DESIGN PRESSURE Gf7/7ME FENF$TRATfONp "ITSED vin S L�ON SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSUF QUS THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A LY�H)d{JIIIte1k}2�,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 •�`• • • f • ••• • • • • • • • • • •%• • • •• •• • f • •• EXAMPLES OF RECTANGULAR LOADING EXAMPLES OF TRAPEZOIDALRRIANOULAR LOADING: PW Pw PW I 4 Y SHIDH SH10H SHtDH SH/DH �'"- 1 P 1 N° Lu LOADING OF VERTICAL MULLION LOADING OF VERTICAL LLION MU SILL OF WINDOWS NOT ANCHORED WITH IWTERSECTING HORIZONTAL MULLIONS ; Z �• �d LOADING OF VERTICAL MULLION ? N PWi Z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 0NTAl MULLION PW � / I PIN P PW L T Z O t Pw Q. SF/IDH SHIDH SHMH SmH 1 Q O SHS" 1 ---'LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION BILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION , PW PW_ HR 1 1 I I LOADING OF{2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION PIA I HINGED i NOTES: REVISED DOOR PW PW I ��D ( PlorMs RERESEINATIONGS d{ng03de� 5�oq I RERESENTATIONS OF TYPICAL � PW PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN cc MAY BE EXTRAPOLATED FROM ppgppl THOSE SHOWN. n • • • 2)IF THE LOADING TYPE CANNOTe, 4YNN 41/14 1(v� •• •• V • • BE DETERMINED,USEi • RECTANGULAR VIW // •• LOADING. 1y �• • PYV ��:• ••X 3)SEE PRODUCTS APPROVAL FOR _- No.56705 •. ACTUAL ANCHOR LOCATIONS, - A _..: LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j a 'U '..4 �PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZ ON} MOL!MS F t�� • • • t • • • C SOD111 •• • h•• • LOA?X G OF VIRTICAL LOADMOOF HORIZONTAL AFM 5PE. MULLION MULLION J� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•IaADE MIAMI-DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product 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. N this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window DetQ.%, LM & SM", sheets l through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,rrepamd by fiiaivActurer,...�9 signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County lProd;ct Conlroi Revision stamp.with the Notice of Acceptance number and expiration date by the Miam04ftle Com►rty Product--- - Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant -,„,-- ; -- 00 00000 LABELING: Each unit shall bear a permanent label with the manufacturer's%VW,vr logsa, qft state,,:-- model/series, and following statement: "Miami-Dade County Product Control Afflrd%d", unless ott►erwisb--•;- noted herein. :00:6: 00i6i 0 00 RENEWAL of this NOA shall be considered after a renewal application has been filed and 40d tiffs beep. *0 no change in the applicable building code negatively affecting the performance of NO pro :0006: TERMINATION of this NOA will occur after the expiration date or if there has been a revisi8h 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#12-1218.09 and consists of this page l and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,PX. Approval Date: July 16 2015 NOA No.15-0519.13 MIAMIDAUECOUN7Y Expiration Date: April 11,2018 71 ! 111 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-121&09) 2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15,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 a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No. FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 0000 1. Anchor verification calculations and structural analysis,comptyiug;nth Fpq-kP • Edition (2014),dated 05/16/15,prepared by manufacturer,sigVC4 Md sealed by •••••• Anthony Lynn Miller,P.E. • ' 0000 .. 0000.. 2. Glazing complies with ASTM E1300-04 • 0000 . .. 0000. 0000.. 0000 0000. D. QUALITY ASSURANCE •• •' •• *000:0 1. Miami-Dade Department of Regulatory and Economic Resourees1ER). '. . . E. MATERIAL CERTIFICATIONS 0000 : 0000 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.foy4k "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06125/15, expiring on 07/04/18. Manu erez,P.E. Product Cont of xaminer NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 • E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09,issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window- L.M.1."approved on 04/11/13 and expiring on 04/11/18. 0000 . • 0000 •0 0 6.6 .. 0000 0000.• •• • •s.6•• • 000006 • • • 0000.• 0000 •. 6 • • 0000 • •• 0000• • 00.06• • ••• 0000• •• •• •• • •6.66• • • • • 6 0000.• • • • • 6006• •• • 6600 • . • • Manuel ez,P.E. Product Contrxaminer NOA No. 5-051913 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 Stir LAMINATED 7ne•LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLABB STACK GLASS STACK DESIGN PRESSURE RATING IMPACT RATING ,oev eurRAY Lre ABp. .LamaRAr CASEMENT WINDOW AUMC INCane AlWEALRDOR � VARIES, RATED FOR LARD I SMALL IMANNEALED �,TN HEATSTRH7GrHENED SEE SHE MISSILE MAPACTRE318TANCE tnAe3 3R(rAL�ALED09 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE 01495 HEAT-STRENGTHENED REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE MGM 11M ED WE CLASS VELOCITY HURRICANE ZONE(HVHZ} 3•WIDTH 2)NUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 26.478'MAX.O.C.F WIDTH IS � 11N8•GLASS BITE 11/18.OLASS SITE REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE36 OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.478'(HEAD&SILL 35 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLYMIMA-DAOE 4•� B.SEE SHEET 2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR so EVALUATIONS WERE SOUTHERN PINE,ASTM Coo CONCRETE MASONRY UNITS 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1-Ilr THICK ARE TO BE CONSIDERED 1X r \ T 17-1/y GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT 13 94STALLED 1 MAX 7Ar Nps 70 Nm DIRECTLY 7X SUBSTRATE.SWOOD(WH BUCKS DEPICTED AS EX ARE 1 TO THICK OR A A.SEE HM 2 D.C. °v'�SACK GLASS STACK GLASS STACK GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY � Sts•tAitmr7LtEo TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION 1W A STAGE SMSFANNEMMOR IS THE RESPONSIBILITY OF THE ENGINEER CRARCHTTECT OF RECORD. \ w ANlAm °� 14FAT-STRENGTHENED GLASS 8•MAX. 7ns•AIRSPA .080 BL1TAciTEPVB 1/4•uPbPACE 8)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING \ O.C. IWANNEALED OR er ERiCkKLIRARAr sns•a� INC. NL+RARt'r OR STUCCO.USE ANCHORS OF SUFFICIENT FJVIBEDNIFM AS SPECIFIED ON GLASS'-, Ae¢wtiCA.INa TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF Sg• / 38 11a'ANNEALED 98 ins•ANNEALED OR UBE ANCHOR HEAT-STRENOTHENEO c3UBS THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE PAIR AT EACH WEPIOR --4" SEAL94GWLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT Ct JAMB IF SHALL BE DONE BY OTHERS AND I$BEYOND THE SCOPE OF THESE HEIGHT ` HEIGHT IS 11116'GLASS SITE 37 11118"GLASS BITE INSTRUCTIONS. (DLO) / / 2W OR OVER 37 ou 6)HIM$ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING / 78' 3/ APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED HEIGHT 31 3250 66 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / 7)DESIGN PRESSURES: II GLASS TYPES 4&6 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, I Its NoK ._.t�..� FRAME ANALYSIS AND GLASS PER ASTM E1300. (/ GLASS BTACC ms-LAAAMTED S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU GLASS STACK CYCLE TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300. ane• D OR EArSTIffNGTHEtGiD tY/145 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 1/4•ALRSPACE .090'S&KURARAY W WDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE _ Yle" Pow'INC.33-V3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS T B GUSS AANNEALED PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF J 14-VY MAX O.C.IF WIDTH IS 38 —HEAT-STRENGTHENED D ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER MAX 33.476•33.476•&OVER(HEAD&SILL) GLASS DISSIMILAR MATERIALS HALL MEET THE REQUIREMENTS OF THE FLORIDA 30•VISIBLE ! BUILDING CODE FOR CORROSION RESISTANCE. OPEN 11/18'GLASS SITE 9)REFERENCES:TEST REPORTS FTL-7086,3679,3580,3724,ELCO ULTRACON YP.ELEVATION OF 3 NOA:ELCO CRETEFLEX NOA:ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 32 PRODUCT REVISED >m mmpl71n9with the FI-Wa TABLE 1: GLASS TYPES 8&9 1 . • • • •• ••••r,��•( t Nt ISrE 1 (FQ,.iY��i Revised B Yiltdmitc A« 4 S19.13 tlxN )41 Glass types Shad 111 • • • • S VVNN nvC //iReardB: te: Reasion a • • •• • 6116'Lam!(1I8An-.060'PVB-1/8An) 5 GENERAL yOTES»• BY Dote: Revmon A. 3 7118'lams(31 -18 HS ow SG-3f18 HS) 7 GLAZING DETAILS.......—. _1 - yaTDS LM 5115/15 ��TE W4) 4 718"Lem!.IG(118°An-7118'Air-1f8'An-.080'PV B-118'An) 5 INSTALLATION._..».._...M.,.... .._.2 NO' 6 718'Lanni.IG(V8• -7f18•Air-118'An-.090•P -118'An 9 ASSEMBLY TUBE DETAILS-_.....—3 — /; �� LU= ® maven ANC�OR TIONS•._.»...•4•• Iw „ w, GLAZING DETAILS J ROSOWSKI 7/8•Lanni.IG 1(•An-lie Nr- 16•An..W SG-3118'An) 9 A�CH mE3_. 4 l d• ! 7 7/81 Lams.IG 16•An-114"Air-3f16'HS-.09V SG-3/16•HS 7 OWIGN PRESSURES....+j----------..6&9 f�•• • T p: \: 10/D TECHNOLOGY DRIVE rdm: not... 8 718•Land.IG(3116'T-1/4•Air-3f1W An-.090•SG•3116'An) 9 ASS*N13LYDPTAI.SBOM.•.•.....•10 �•.�'�.. .oR�o• �C�` N.VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM$SM 08/08/12 29 9 718•Lam1.1G(3116'T-114'Air-311WHS-.080"SG-3f16•Hs) 7 •• • ••• • •s��`��{�� NOKOMt�FL1SZ'4 •PVB'a BUTACITE&A1jB BY IURARAY AMERICA,INC. A LYNN ItGLL1ER P.E. Sed.s/MA- Scats: Sheol: Drawing Na Ren. •SG'=SENTRYGLLAAS9%Y KURARAY AMERICA,INC. P E98B7GS CERT. OF AUTH. #29296 CA-740 NTS 1 OF 10 MD-GA740-LM A ••. . • . . •.. • . • . . • . . . . • . • .. .• . . • .. .. •.. . • . ••. . • INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS DISTANCE —y INSTALLATION ANCHORS INTO 2X WOOD. CONCRETWOM INSTALLATIONANCHORS DIRECTLY INTO METAL PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER 2 F7Tt MENT REQUIREMENT BUCK WIDTH — TABLE 3,SHEET 4 ATTACHED TO 82 TYP.ANCHOR SHIM ATTACHED TO 15 18 FRAME SILL 10 11 TYPE. EMBEDMENT -.• VENT SILL 89 13 012 STEEL AND 9D - SELF-DRILLING 5 1 DISTANCE PER ° 4 8 32 33 O 12 SMS,SEE TABLE SUBSTRATE. 20 3.SHEET 4. 22 23 SEE TABLE 3, O 4 SHEET 4. O 3 g0 DADE APPROVED EDGE8418 84 MULLION,ALUMINUM, 35-37 8 DISTANCE '``.�ivaarawrw.an 38 39 STEELFRAMINGOR Q ,+,• STEEL STUD. ATTACHED TO ® 82 B2 ATTACHED TO VENT SILL 35.37 81 FRAME JAMB` 13 EMBEDMENT 1 24 I VISIBLE LIGHT WIDTH(DLO) 3 6 83 70 FOR SNUBBER RECIUR MENTS, 8 EXTERIOR EXTERIOR ATTr � SEE TABLE 4,SHEET 4. VENT JAU 0 ADD Il YVINDOW Wb7H 12 FLS 0 HEAD, HORIZONTAL SECTION A A EGRESS FORMULAS: WINDOW 81 11 Al.BELOW WIDTH,WASH HINGE:WINDOW WIDTH-13-V2 HEIGHT JAMS NOTES: NOTES: WIDTH,EGRESS HINGE:WINDOW WtM-7.12 IBLE 14 19 WARE 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT;WINDOW HEIGHT-6 VIS UGV(IBL ANCHORS LISTED ON TABLE 3,SHEET 4. Iy COMBINATION UNITS. HT FOLLOW EMBEDMENT AND EDGE .L ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: BUCK DISTANCE LIMITS.ANY INSTALLATION / / 10'MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 (DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY / - INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT,7 SIDE OF THE WINDOW. / / WINDOW FRAMES AT 1('MAX ATTACHED2)ALL WOOD BUCKS LESS THAN 144 FROM BLYi SIRE THE FRAME -TOASSEMBLY TUBE CENTERLINE. A FRAME .HICK ARE TO BE CONSIDERED IX I 1 J ATTACHED TO t�+ INSTALLATIONS.IX WOOD BUCKS ARE `� SEE TABLE BELOW: FRAME JAMS ® 89 OPTIMAL.UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS �.•� 10'MAX Additionalen sash DEPICTED AS 2X ARE 1-112'THICK OR L-•—•►SEE DETAIL A2,BELOW SPoe o11M Frame Aft(FAT) ATTACHED TOr Window Am4arlypa L GRBATER.IX AND 2X 1�I1CK8(WHEN USED} t- VENTJAMS SHALL BE DESIGNED TO PROPERLY u WBIh TRANSFER LOADS TO THE STRUCTURE. gg I Ir-220 0 0 62 WOOD BUCK DESIGN AND INSTALLATION Q DDETAILL. 29'-2.0` 0 1 38 39 83 IS THE RESPONSIBILITY OF THE ENGINER > 28•+ 11 1 OR ARCHITECT OF RECORD.MAXIMUMW4alow Arahor>S� 17 SHIM THICKNESS TO BE V4'. u indo0 A S,C d D 20 16 10 -22.0' 0 082 DETAIL 23'-259 0 1 PRODUCTRHVISED Al A2 26•+ 1 1 m aunrdying nith the Florida f 21 Building Coda (tj-1�51R•13 8AcMtam No 80 •• ••• • • • retbn Old 1 19184 1XWgpD • • • • • • �� /,1 Revised By: Oaten Rew.wen R: SERE NOTM. •0 THIS SH:r 0• i 0 • �� e�`YNNe��lF��i� Pmdua 1!4'MIAX3T•BM ••• •• • �g-6 .•. .� Rid Sr: Dote: N0.58705 _ LM 5115/15 NO CHANGE THIS SHEET CONCRETE •° Edi•• • 000 '(� 4. $ w CROSS SECTIONS&INSTALLATION J ROSOWSKI PER ANCHOtt + • • • • • • j7�f • �E Oi} w 10711 TECHNOLOGY DRNC mte: Oolx' RElN19iEMENT. • • • • • •'•• pP,•'\_� N.VFNK:E,FL 34275 •• • • •• P.O. eox 1s29 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION OPTION 3 VERTICAL SECTION B-B ••• •• ••• ••• •.2s`�1151vALC`�� NOKOM6, FL 34274 S / �; sante: sheet: oroe n0 No. Rev: INSTALLATION ANCHORS THROUGH AL4iIWriu.Lklt`,P.E CA-740 NTS 2 OF 10 MD-CA740-LM A 1X BUCKSTRIP INTO MASONRY. PE.O8L CERT. OF RUTH. 129296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• CASEMENT X CASEMENT!CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCTRBVISBD os lyras nah uro Florida IoiMiag twdo 10',SEE NOTE 7,THIS SHEET Mecepainco No 1r9'd51�1I'�' FIGURE/: �-- � FIGURE 2: 740 SERIES DINNING / I 1 �.�WINDOW �. / ►D FRAME HEIGHT ASSEMBLY'-- TUBE FRAME ASSEMBLY TUBE NOTES W Q 10',SEE NOTE 7, .-D 1)DIMENSIONS SHOWN ARE W S THIS SHEET 740 SERIES \ TIP-TO-TIP DIMENSIONS FOR EACH = 5 �/ —CASEMENT—� / INDIVIDUAL WINDOW.FOR SEES NOT WINDOW I y / WIPAOW / SHOWN.ROUND UP TO THE NEXT M WIDTH 1 / AVAILABLE WIDTH OR HEIGHT 740 740 / E DIMENSION SHOWN ON THE TABLES.MRIES �... i CASEMENT ASSEMBLY MEQ _SERIES FRAME 2)ANY 740SERIES PRODUCE (D ' TUBE "ASSEMBLY__y (CASEMENT,AWNING OR FRIED g WINDOW WINDOW / E TUBE CASEMENT)MAY BE ATTACHED TO J J g THE FRAME ASSEMBLY TUBE FOR 740 SERIES ALL WINDOWS,USE THE WINDOWS d V ¢ N O FD(ED WINDOW/ NOA FOR ANCHORAGE,SIZE AND ta J LL DESIGN PRESSURE LIMITATIONS. O ❑ a O / Z / \ M 'SEE PRODUCT$NOA FOR 3)ALL WINDOWS IN THE W 740 SERIES INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO N CASEMENT EXTERIOR INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR } O WINDOW / �M / RESPECTIVE NIA. ` C J z V / 4)FRAME ASSEMBLYTUB£TO BE $O z 740 SERIES 740 SERIES FASTENED TO WINDOW.AS SHOW IN _ AWNING CASEMENT DETAILS,WITH MIN.#12 X 1•SHEET Y W FOR SINGLE UNITS. WINDOW' WINDOW METAL SCREWS.USE THE SAME MIN.#12 X I'SMS SPACING AND QUANTITY AS OPPOSITE FRAME MEMBER THE 11.) Q W 1)DETERMINE YOUR WINDOW SEE _THROUGH ig AND GLASS. IVSTALLATKiN HOLES FRAME J W FRAME ASSEMt9.Y 5)THE FRAME ASSEMBLY TUBE MAY J Q 2)KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE NOT EXCEED 52'IN LENGTH(AS USED \V AND SUBSTRATE,DETERMINE TUBE IN AA Or FLANGED WINDOW)OR BE J 3 Q YOUR ANCHOR GROUP FROM MIN.#12 X 11 SMS MOI.#12 X USED IN TEE OR CROSS o LL ~V TABLE 3,SHEET 4. 111SMS 7,D SERIES THOUGH CONFIGURATIONS. THROUGH 3)FROM SHEETS 64),FIND THE INSTALLATION yyl yyM HOLES CATION 0)THE FRAME ASSEMBLY TUBE IS ® o N n SHEET FOR YOUR GLASS TYPE. HOLES NOT REQUIRED TO BE CLIPPED TO a r a FIND THE PRODUCTS DESIGN 474=0SERIES FRAME 740 SERIES THESUBSTRATE•ALA-EXTERIORPRESSURE FROM THE TABLE __ JOINTS TO BE SEALED BY INSTALLER. 4 i LABELED'DESIGN PRESSURE WINDOW ASEMENTEXTERIOR WINDOW oi3m� a rn ASSEMBLY 740 SERIES z o 5 (M FOR SINGLE WINDOWS,ALL V' TUBE EXTERIOR EXTERIOR -FIXED 7)FOR ALL COMBINATION UNITS. c� s 4 ANCHOR GROUPS: CASEMENT ADDITIONAL INSTALLATION ANCHORS W z a o 0 HORIZONTAL SECTION C C WINDOW MAY NEED TO BE INSTALLED 0 °'o 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT ^o z TIP-TO-TO'.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HOREONTALIM GOMIlIb9l)ASBENLY: • NER51CAl.WgrlON O-D VERTICAL SECTION E-E FRAME ASSEMBLYTUBE DIMENSION WIDTHSHOW OR HEIGHT 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE•AND GLASS MAKEUPlISEE ROURS11 I 2.7#11S SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. CENTERLINE.SEE TABLE BELOW: ��DaY LYNN RIA( DIMENSION SHOWN ON THE • •• • • • • ••• • Additional Anctam Regdmd an each ...•.. TABLES. fdeol0•Frum Asa Tulin(FAT) •'��,.••• ENS CF i 2)FROM SHEETS",FIND THE SHEET FOR YOUR W;J fVPE••• ••• ••• • • ••e F Wk dow Anelwr '. SIG F '•.• 5)USING THE TABLE LABELED '•iY 'WINDOW ANCHORS REQUIRED' g W1dlh A B,C 6 D 5`t.• 5 (TABLE 2,SHEET 4�DETERMINE 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PM FOR WINDOWS ATTACHED 7D A VERTICAL FRAMEASSEMBLY TUBE' OR TIESIGN o_ 7T-ZLV 0 0 _ No.X8705 _ THE NUMBER OF ANCHORS PRESSURE(PS17 FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMY TURF, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DEIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TE'-TO-TIP. if i 2V-25•0' 0 1 I ,� NEEDED IN THE HEAD.SLLL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT NXLA%&WDTH OR F1EIGHi61MENSION SHOWN 01•THE TABLES. 25'+ 1 1 j•: 7 t< (S !JJ JAMBS OF YOUR WINDOW. • • • • • • • • • F Wudow Andwr -in 3 ATE F 4 8)INSTALL AS PER THE YOUSING THE URWINDOW LE LABELED WWDOWANCHORVCOU*-(TiBLL•?•1GEEf�,DET�RH NE jHE:4UIpER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMRS OF a`c. HelpFd A e,C 8 D t� 'PC URIOI`.•'• \\: INSTRUCTIONS ON SHEET 2. ••• •e ••• ••e ••• e • Fy,g 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE -S 1 1 A LYfiIJ�M)IL }PE. SHEET 2),AND THAT MIN.#12 X M1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TIDE(SEE DETAILS ON THIS SHEET). P.Lo um •e• • • • • ••• • • • • • • • • • • • • • •• e• • • • •• •• TABLE 2: TABLE 4: Whitlow Anchors Required Jamb Snubber Locatbn6 PROD11C1.7tBVISHD window Width 0.n) Glass re oompllde8 with tho Florida 8rdidtag Cala wdw23' I 26.18f15 27-W 33.1rZ 35 37' Acceplm,caNe 15.0 ��18 Arlciar Gmup AncncrGroup Anchu Glow Anchor Gavo Ar4?WGMup Anc��w Anc (Types 1,4&5) (rypea 2 3 a 66) peretba Dore A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D team 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6"� None 12 0187!.door ado prodvel under HeadISM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 each aid&3D' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 tees max O.C. 2&flp15 Hes"M 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 17 rend tam 12 rent!boor COT 83' ench end&30' each end a 30' �Q HeaMM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 meat O.C. max O.C. w Jamb b 4 4 4 8 4 4 8 4 4 8 4 d 8 4 4 6 4 8 6 4 YZ J 45 -PVBt BUTACITIO BY KURARAY AMERICA,INC. Haet08ill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 9 4 LAAtS?�°BB SO'=SENIRYG Y KURARAY AMERICA,INC. CJ so Jamb 4 2 2 4 8 4 4 8 2 4 8 2 8 8 4 8 8 4 8 8 4 tied7310 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 9 3 3 3 4 3 �, Jamb 8 B 4 6 6 4 8 8 4 6 8 4 B 8 4 6 8 4 8 8 1� THIS TABLE P FER OR Fkad/88 2 2 2 T 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: jamb 8 6 6 8 8 6 6 6 8 8 8 6 6 8 8 6 8 8 8 8 8 DIMENSIONS SHOWN ARE E HuMn 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 j Lit J WINDOW TIP•T0.T1P. R, Jamb 6 8 6 8 8 6 8 8 8 8 10 8 8 10 B B 10 6 3 10 6 )) /X 0 t O Head180 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT Z N e- .�, JeOa 8 8 8 a 6 8 8 to 6 8 10 8 8 10 8 8 10 8 8 10 8 SHOWN,ROUND UP TO / ! 1 ! g F •J LL Heed138 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 WITH OR HEIGHTHE NEXT T ,X U 7j a 0 w Jamb 8 8 8 B 10 8 8 10 8 8 to 8 8 10 8 DIMENSION SHOWN ON �t HeadfBn 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. X O O LO N C � JX 0 �`- m� Q Z TABLE 3: >' Z Glottp MSL Kn. Min. Anchor EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW,7(18'ANNEALED SG LAML GLASS. vX O X X X Q, Anchor Substrate Edge O.C. Plots Distance D)sle7roe Embedment Required? 1M'MASONRY ANCHORS INTO CONCRETE,+701.80 PSF DP REQUIRED,NO ANCHOR PLATE U4'steel U�acon Hd w Block 1' 8' 1-1w No AA)FROM TABLE 9 ANCHORS C&D ALLOW A DP OF+701-80. 'l J g U W U EMENT ANCHORS: LU S.Pine Nue' 1. •3f8' No O O a0 0 .. J e= g 0. A 514,steel SMS(GS) 6063.16 Adan. 318' 6B' .068' No or 514,410 SS SMS A30 Steel 318' lir .050' No 8)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE pJ' �y P� 22 � a, Z A863 Shd,St.33 318' �' .035,20 Ge. No DESIRED AND DOPE NOT REQUIRE THE ANCHOR PLATE. P gv s J Q S.Pine am 1' 1.318' No g� B 512 steel SMS(05) 8064.18 Al m. 318' 5w .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. or 512,41083 SMS A36 Steel 318' 6(B' .OBD' No " m A863 Stud,Or.33 318' 618' .035 20 Ga. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ® o N n N T.=Concrete 2-112' 4' 141!8' No 10' f 0' 1/4'steel Ultrecom 2.85k Concrete 1' 4' 1.3M' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. Raw Block 2-1/2' 6' I-Iw No O 8.Plrre 81W 1' 1518' Yes PER RULES ON SHEETS 2&3.1NSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 1�. I o g TUBE SIDE OF THE AWNING(HEAD&SILL). 4'I 'a'I 4' I 4• z o 512,steel SMS(GB) 16 Adm!. 9l8" 618" .07f3` Yea or 512,410 88 SMS ASS Steel 318' 8(6 .060' Yee A863 Stud Gt.33 3W 618" .046'18 Gs. Yes �n z S.Pin Bib' 1' 13(8' Yes FIXED CASEMENT ANCHORS(SEE SEPERATENOA): / l 014,steel SMS(G) 6063.75 Aloin. 3/8' 618' .0713' Yes /e\•6) A%E%ANC PRS C,,D&LLOV&A DP OF+70(-83.1. - 1 or 514,410 83 SMS A35 Steel 618" •ow Yee L^0 • • • • • • • • 10.6' A053 Stud Or.33 3nr BIB' .0(5,SB 08. Yes • B)FOR TWE JA%ftFROM TABti 3,&NCWOR TYPE C HAS THE ANCHORAND 13.26' •.�`\` U�Y LYNN 2. Concrete 1" 4' 1314' Yea •SUBS'Rt/tTE tESWEDWYMDON&NOT RESUIRE THE ANCHOR PLATE. / / 2.88kConcrete 2-112' 4- 1 Yea • • • • • • • • • 01, /' o / 1 i P�,.•• 13CENSF••,�F,p D 114"steel lAlreccn Hollow Block 2-12' B' 1.1(4' Yes ••C)FR�ABL&A,0 AMCHOR6 ANE RSIINIRED IN EACH JAMS. \ / T Filled Block 2.1(2' P I V4' Yee No.58705 •••� 114.41089 3.35k Oc arsto I. 6' 13M No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. - - lReteFTex Hollow Block 2- 6' 1-114' No 44-1 '7 JJ1 3.0t Concrete I-1w B' 1314' (•� •• d}L118TRIB:E1d4CHQtl$.OLLO:NQ GUI.LiB4E3 FROM ELEVATION ON SHEET 1. y \ 1 :�(� SF E•tlf 6/18"Steel Ulrecon Hollow Block 9- -/ 1 • Ff PER RULE6 ON SHEEP 2,INSTAN-i ADDSIONNL ANCHOR ON THE FRAME q" - 4' ,r ✓-� FNsdBloalt 2-1I2' 8' f31+P No •• Mg�YTUtlESIDI*OFTHLOFIXEDrOAeMN1(HEAD&SILL} :(ps'•..<OR70A,..C'�\`1 • • • • • • • NOTES: •• • ••• • ••• • �. P8• �+20--4- 20'�•{ t s101 -0,0 1)ANCHOR MUST EXTEND A MIMIIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 45 0.t4fta m!P.E 2)ANCHORS MAYBE HEXHEAD,PANHEAD OR FLATHEAD. PE9li87� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PES: TABLE b: MODUCTMISED Deslim Pressure{pen+rtr ShWe Whrdon.AN Anchor dame <-1)5116'LAMI(1/8 AN-.090-PVB-118 AND oe oamptyin0%vbh Eaa t7rrids O AN-.090`PVB-1/8°AN) 'u'p` 1 05(9.1 i WUMbwwmh 'PVB'DBUTA BYKURARAYANEWCA,84C. TalbnDao OD16 under 2r 28.18118' 273/4• 3& 33-lir 341 37' under 27 +70!0410 +70190 +70140 *70190 +70140 +701-80 ♦ 90 Ely Mi 2510118' +70180 +70140 +70140 00411 +70140 +701.90 +70/40 383!6• +70140 +70140 +701.80 +76!90 +70140 +70140 +7014D WINDOW +7940 +7W.BD +70140 +70140 +70190 +70!40 4WdLl. HEIGHT B08l6' 1 +70140 +70140 +7&90 +70140 +7&90 +7W40 +70149.2 1 W a Q +70140 •7W40 +70140 +701-68.8 +7&40.8 +70177.7 47=7433 .L- I 83' +70190 +70/40 +7&90 +70!44.3 +701-78.0 +7W73.7 +7&70.1 _J wiNDOw L+--VAD _ 7r +701-10 +70147.2 +701-77.7 +8W -5 +8-82A +801-80.8 +1-59.3 TM N a WINDO+70176.7 +/.87.3 +/.88.8W ANCHORFOR = QQW,,,, 84' +7&40 I +70140A +7&719 1 +80192.1 1 +1-54.2 LOCATIONS AND QUANTITIES. H z z � 1NQ� r TABLE 8. d�} J N O DeSW Pressure W for WWW Attached to a VeBcel Frame AsseWy Tabs JJ J LL W6dow Wldlh Z W W $O LO order 23• 2515110' 27314' 30• Wire 3 V (L 111 0 ++� JJJ Anchor Group Anchor Group Anchor Group Anchor Group Anchor Gump Anchor Group Amber Group O y A 8 C D AE+7=01.81.2 C&D B &C&D B A,C&D A B C&D 0 A,C&D B A,C&D rj C O oL�., mdar2r +7&•90 -70140 .70190 +70190 +701.90 +70140 +7W-!N x7&90 +7&.90 +7&-9D +7p1.1K1 +7&-911 +701.90 +7&90 t7p!-9D +7&•90 -7&.011 m; = g 25.16!16` +7D/-90 +7&-� +701-90 +70/40 +70140 +7&90 +MOD +M40 +701-9D NW90 +70190 t7&-90 +701-90 +7WI0 +7W-W -7&-90 -7W-90 8 O �O Vj z 38316' +7-90 +701-71.6 +7&40 +7&.90 +7W41 +70140 +7&•90 +M-90 +701-90 +701-SO +MOD +70140 +7" +MSD +7&90 #7940 .7&� _ (W� 46• +701-73.1 +157.3 +7&•80 +70190 +/-84.& +7,90 -70!90 +M90 +70587.8 +701.90 +70140 +70-78.8 +7014D +7&90 +7&40 +7&$8.9 +7&•90 0) 50318° -198.3 +/543 +7&90 +70140 -1.01.4 +7090 +701411 +701.90 +701.83,2 +7&90 +7,90 +701.74.6 +7&40 +7W4g.2 +7&90 +70584.3 +?V411.2 it � (L W O, 88' +158.6 +1.4&8 +70144.7 +7&.9D 4151.8 +701.90 +7tl•78.9 +76+.9p +JOi-J0.2 +7{p.80,b tJ&•811.3 H-829 +7p/4p,6 +7&-75.2 +7&-71.7 +701.71.2 #i&-743 J 6 Z w _-1.43.8 .70/-80.7 +701.896 -/-49.3 +70190 +7&.72.3 t77 90 -586.9 +7&-84.3 +701.76.6 +1-599 +70178.5 +7&•71.8 +7&-73.7 +147.8 +70170.1 " ,.•{ (n I(7 Q O @ N _U W bQ FRAME 10.MAX ---I ASSEMBLY a J '� ti U SI 7liBE TABLE 7: Onion Preeenae{pat)brVVbdon ABmhed to a HO frardal Frame Assembly Tubs WINDOW B Widow Width WINDOW FRAME HEIGHT r£3n yr n utd0128 251NiB' 27.314' 37 33-lir 36' 3T HHE ASSEMBLY Group Grotm Group Anchor Anchor GratO Aralher Group 1 y �E I W I W�z,p Y O All AO A9 AN B A,C&D A B C&O A e C&D 1MhW7L �"I ANCHORI (4�IF� o aZ T oz under 2r +70140 +70140 +7&90 +70140 +7W92.1 +70140 +7W90 +701-78.8 *70/90 +7040 +701.743 +7W40 T ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR U 2516116' +7&90 +7W40 +7&90 +7014) +701-90 +70790 +7-88.8 swi0(48••+?&-00• +944 +&W40 •+7Br•90 I ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 38376' +7&40 +7&40 +70140 +7W-9D +7W40 +70190 +70580 t7Q/.9p + 7 941 +701.80 3 FOR ANY ADDITIONAL ANCHORS +�-0 REQUIRED FOR THE FRAME ASSEMBLY \.�� LYNq+ 48' +7W9D +70190 +7&9D +7&90 +7W40 +70190 +7W-90 *+M-M +7!190• -701 O WINDOW TUBE. `� ,`�,....•....,RIS i, 80.018' +70190 +7&9D +7&90 +70690 +7&90 +70140 +7&40 + Wd6.2 +70.88,2 01701992 W0� . QST,.••�1GENSF•'.��c��J BD' +T&90 +7&40 +70140 +7&4&8 +7&•80.8 +70140.8 +701777 +70177.7 +TW77. + 74.3 + -7 3 +7W74.3 SEE SHEETS i&4 FOR VIANDOW ANCHOR : or +70140 +7040 +7&90 +70194.3 +7&78.6 +707&6 +701 73.7 +7&-73.7 +70173,7 47W-70.1 +70170.1 +70170.1 LOCATIONS AND QUANTITIES.SEE SHEET No.58705 Tr +7&9D +7&47.2 +7-77,7 +7&71.6 +9!.82.4 +8&•82.4 +80140.9 +80190.8 +w9p.8 1 *199.3 +569.3 +f�.3 3 FOR ANY ADDITIONAL ANCHORS 78' -70/90 +7&40.8 +701-78.7 +147.3 +MX9 +/.8B.8 +197.! 8imm +mm Me *196.8 •1�.8 REQUIRED FORTHE FRAME ASSEMBLY �21AItfrz_o` 64' +7&90 +70140.4 +701.71.3 +BW42.1 +f4K2 +1.4.2 • TUBE. �; � NOTES: •• • ••• • 96* • "'I"'dNAL IC--' 'k" 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONI'IOURATIONS. A!uNN MID'L&.P.E 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 1 PZ#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 8 Conlin Prome"I for ShWe Vftdms,AD Anchor GrohQS 2)MIS'LAW(3/16 AN-.090'SG-3116 AN) PRODUC•TRBVI the a m aoaLgyn>gwBarlhaFlortas 1Tvilaing(bde WBMowvmb •SO•=SENTRY NBYKURARAYAMERICA=. Acaptm+�No�S'O�P)•13 - ]bcpiret(on Dula nO1H under 23• 2&1&18• 27314• 90' 3&1fT �• 3T under 23' +901-130 +90-130 +901.130 +101.130 +W430 49MIW +901-130 BY WINDOW 26.1&18' +906130 +W-130 +901-1S0 +90V-130 +901-130 +x'•130 +W-130 HEIGHT 983/8• +9&-130 +W-110 +901-130 +901-130 +901-130 +901-130 +90V-130 48' 4991-130 +9&-130 +90.130 +M-130 +101-130 +90.130 +W.130 60818' +90-130 +W-130 +901.130 +WA30 +907-130 +W-130 +10-130 �WINDOW 80' +SM4430 +�-130 +901-130 +901-130 +=-= +W-130 +901-130 w� _ 63' +901130 +8N 130 +901.130 +901-130 +90t-130 +901-130 W_28L6 SEE SHEETS 1&4 FOR 72' +801-190 + 1.130 +9N 1S0 +801-030 +901-1�.1 +90+.122.6 +801-115.8 WNDOW ANCHOR Cl) LOCATIONS AND QUANTITIES. CO) 78• +94.130 +BCV-130 +801130 6901-190 +90-124.1 +901-118.7 40W-107.8 = W n, 84' +94-190 +901190 +94-130 +94.130 +90M18.4 LU F- Q O O � •� TABLES: <U J LL Daelah Pressure{pst}ta Whdows Allaclhed to a Ventral FreroeAasemtly Tune O Q O m wmmvwleh g Z W ru tO umfa23" ffit&16' z737a• 30• 93112' 35• 3T Q. N LO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A e C D A ffl+701-2D +7af.9q CAD 8 C&p A B CAD A B CAD B A,C&D A B CAD a�D L oh under 23' +701.90 +70690 +T&•90 +74.90 +74.90 70/A0 +7490 +74.90 *74.90 +74.90 +79190 +Td-90 +74-� +70.90 +70190 :74.90 N4.90 +74-90 +7490 0` m O� = Q a 2515/16' +7a-90 +701-90 +7&-90 +74.9D +74.90 W-90 +74.90 +7d� +7440 +70.80 +70690 +74-90 +7090 +Td-9D +70/3D +70140 +7490 +70/•90 +74.90 0� �O (n Z_ ra 3844 +70140 +70.71.8 +74.90 +74-90 +74.61 7490 +74-90 +M-90 +7440 +79-90 +701.90 +70.90 +70140 +Td-90 +74.90 +7490 +70.90 +74-90 +74.90 W 48' +74.731 +157.3 +74.90 +74-90 +1-64.8 70140 +7490 +76'90 +70140 +7487.8 +7490 +70190 +7490 +M.OD +70690 +70140 +74.90 +709&9 +701.90 Q. h 50-518• +/$9.3 +15%.3 +74.90 +7&-90 +681.1 7490 +70190 +74.90 +74.90 +7111.832 +74..10 +T1y-90 +7490 +7090 +7&$9.2 +7490 +74.10 +70.84.3 +74.90 ((L Z SO' +158.6 +1-45.6 +701$47 +749D +151.8 74.9p +701-75.9 +7d� +7488.6 +7&•702 +74..9p +040.3 474-7L8 +7 40 +740182 +70!.90 +7419 +71y71.2 +74-90 W Z g63' 4/55.7 +1.43.8 +701•&1.7 +701.89.5 +149.9 70/90 +70.72.3 +7090 +7435.3 +/•88.9 +74yp +74.78.5 +74.7'4.9 +Tq-90 +70.71.6 +74.90 +701-BB:6 +157.8 +7M90 •*' J �.�O N o U FRAME K J e 17 V 10'MAX. TABLE 10: I TUBE N � Deslln Pressure(psl)for Windm Attached to a Horizontal Frame Assembty Tube o N H e whodar Wldh HEIWINDOWGHT under 23' 251&1� 27.9!4' 30' 33.112• 35' 37' HEIGHT ASSEMBLY o'J`x LL �5c An" Anchor Anchor Anchor Anchor Aacha l 1 TUBE f- T j 9 vi amp Group Group Gray Group Group Armor Group Arteha Group 1itr MAX WINDOW WIDTH ANCHOR >ADDITIONAL a x o Al M M AD B qC&D R B CAD A B CAD 019TH (4),dREQ. urlda 23' +70.90 +7490 «7490 +74-9D +74.821 +74-90 +70.90 +701.79.5 x74.90 +T(U-� +74.74.3 +71Y-90 ADDITIONAL o Z Z ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR 2Ti1&16• *7090 +701.90 +74-90 +7490 +7490 +7940 +7M98.6 +T4 + -g0 $4 +7490 +7990 (4).IF REO. LOCATIONS AND QUANTITIES.SEE SHEET 38.9/8' +70.90 +7490 +74.90 +T49p +7490 +79•90 +70.90• +74-90 *707.911 0,4%20:, >r70/•y0 +74.90 3 FOR ANY ADDITIONAL ANCHORS 48' +74-90 +7490 +7490 +7490 +7p1.90 +T&-90 +7'0.80 +T4-90 +7 •+70890• x(4•!8 +70-90. I YyB.yppyy REQUIRED FOR THE FRAME ASSEMBLY \��\�y LYNN 0/1 '--_l TUBE . O 50 518 +701-90 +74.90 +7490 +7490 +7490 +74.90 +70.90 ♦T4-90 +7Q/.gj •+7Q190• 90 x7&90 VYtDTH ��.•' \CENSE 80• +7&� +7490 +7490 +70790 +701-90 +701-90 +7&.90••474!0• +79W A499• •701-l0• +70-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR C•.• •.•.�y 89• +79.90 +74.90 +74.90 +701.0 +74-1D +7&90 +701-90 +74-9D +7{U.90 +74.90 +701.90 +70190 LOCATIONS AND QUANTITIES,SEE SHEET yC No.58705 7Y +70.90 +74.90 +74.10 +7490 +74.90 *701-90 +70.90 x74.90 N4.90 +7&-90 +7496 +701.90 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY 76• +701-qo +701.90 +7490 +70190 +74.90 +7&•90 470-� +74.90 9fl + -9D 7&-90 TUBE A. 64• +7&9D +74.90 N4.90 +701-� +T&90 +7&.90 • • • • • • • • • rE S• 1!/ NOTES: • •• • • • • • • ""' FIG 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONURATIONS. r/A.Vm 6Iµ1*P.6 2j SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.068705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 11: a Onto Pmmm(04 br single Windows,AD Anohor Gmujz 3)7116"LAMI(3/16 HS-.090"SG-3/16 HS) PRODUCTRBYISBD m complying tvhh the Florida ViOnd•,WaDt 7)718"LAMI.IG:(3/16"AN-1/4"AIR-3116°HS-,090"SG-3116°HS) IAdldhagCod"fir_ lq,I3 aodor2r 25.18118' 27-WC 31)' 334/r 35• 3r 9)718"LAMI.IG:(3118"T-UP AIR-3116"HS-.OW SG-3/18"HS) Ba s ►aolg Under 27 +9W-130 +9s+-139 +991-130 +W-139 +901-130 +9y-130 +8W-130 'SG-SENTRY M RARAYAMERICA MC. Ry 25.15119' +90E-13D +901-139 +901-130 +9W-139 +9-130 +8W-130 +9W-130 M' Cei 36378• +900-131) +901-130 +9W430 +9W-130 490)-130 +901-030 +901-130 4B' +990-1130 +901-130 4901130 +901-13D +901-130 +9W-130R=13D a 50408' +901-130 +9W430 +9W-130 +9W-130 +9D1-139 +901-13D � a Q 80' 49W-130 +8W430 +9W-130 +001-130 +001-130 +9W430 WINDOW 7 W � +901-130 +901-130 +9W-130 +9W-130 +8W-130 +BW-130 HEIGH� = J 72' +901130 +801-130 +901.130 +8W-130 +901-130 +eD{-130 � d 75' +801.130 +901-130 +901.130 +901.130 +901-130 +90V-130 ,y,,yy0lpay = lL dam' 84• +801-130 +901-130 +90)-130 +9W-13o +9W-i30TM ~ Z U WINDOW ANCHOR 0 s LOCATIONS AND QUANTITIES. TABLE 12: r t= a U C; Design Pressure(o to Windows Attached to a vertical Frame Assembly Tube e� � -i LL Window W idh Z 0 F11 under 2r 2&15118• 27414' 30` 3slir 35• 37• 04 d 0 Anchor Group Anchor Graup Anchor Group Anchor Group Anchor step Anchor Group AnchorGroup �--. A Br+70).8147 0 A B 0&D B ACED A B C8D A B CAD B A,0AD A B CAD Lj W O �` miler 23• +701-90 +7W-9D +7W90 +70140 +701-90 +70190 +7W-9D +70190 +701.99 +79.80 +7490 +7W�0 +701.90 +701 fl0 +701 9D +701 90 +701 r7W90 +701 90 m 0 LL x 2615118" +70190 +ro-9D +701-90 +7W90 +70190 +70149 +701-99 +79.90 +7-90 +79-20 +7QL90 +701.99 +i0)-90 +70'90 +701-90 +70190 +70190 +701.90 r7W-90 p (n Z 38919' +70190 +701-71.6 +7W4D +70141 +MOD +7-9D +70190 +701.90 +701-9D +IV90 +7W40 +7&.90 +7WM +701.90 +7W-� +7W9D +701.99 +701-90 +701.90 (0)l) 45' +7-731 +157.3 +7&-90 +/44.8 +70190 +70140 +70190 +7&90 +70190 +70147.8 +70690 +7&-9D +7-90 +7&-90 +701.90 +7W9D +701-9D +7&48.9 +7-� 505(8' +149.3 +/44.3 +70140 H41.4 +70190 +70199 +701.90 +7&•90 +700.90 +70143.2 +7&-90 +7&-90 +70190 +7&-90 •7W4R2 +7-9D +70190 +70144.3 +70190 � j Q, LU � 3 e0• +158.5 +1.61.8 +701.90 +151.8 +7&41.2 +7-90 +7&-75.9 +7&90 +70149.5 +70170.2 47&90 +70140.3 +701.78.0 +7&-90 +701.7&2 +7W9D +70190 +70!.71.2 +7&-90 0 Z g i�+/.43.5 +70149.5 +149.3 +7&•77.3 +7W9D +ro-723 +7&40 +70145.3 +148.9 +7W-W 1 +701.78.5 +701-74.9 +ro•9D +70171.8 +701-91) +70f455 +147.8 +?W-0) _ (n (7 W Q J gkg� I LLI g FRAME TABLE 13: 1('MAX � Lr-. ASSEMBLY I TUBE to Design Pressure 00lor Windows Alleahad to a HOu¢onlai Frame Assembly Tube T T- T- ® a N N m %Mm bw Width + WEIGHT n F1WINDOW FRAME HEIGHT o� usder2r 2545/18' 273/4' 3& 33-112' 35• 3r HEKW ASSEMBLY 1 Anchor Anther Anchor Anchor Anchor Anchor Amdroro AnahorGmw 11 TUBE i- Gov Gaov Gmul) Group Grote Group G-P �o .1�. II II �� ANCHOR All AD A0 AD B A,C 6 D A B C l4 D A 8 C 16 D 10*MAX -NTH I i '- uMler 23• +70-90 +70190 +7&•90 +7&90 +70/42.1 +7W-00 +7&90 +701 78.5 +7&90 +7-90 +701-74.3 +701.90 I ADDITIONAL SEE SHEETS 1 R 4 FOR WINDOW ANCHOR �z g 25-15118' +ro90 +7&-SD +7&-90 +70190 +78'90 +70190 +7014&8 •+70190• 47014D •+7W-4 •+71)1- 47UI-M ANCHOR ff REO. LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS 38-W +70140 +7W4M +70190 +7&90 +7&90 +rosD +ro +70191) ->� +7r?P-90 +70190 REQUIRED FOR THE FRAME ASSEMBLY \ LYNN 1 48• *7&-90 +70140 +7W40 +7W40 +i&90 +7&-01 +7940 +ro-• 07WS0 ••* ,�1 +701-90 I WWOOW TUBE. `��Oh1..........74��1i 505/8' +701.90 +7W9D +W40 •TW40 +7&•0 +70140 +7&-W +7W900 n" +�tl-01 •+'0W_wo +7&AD WIDTH l Q:•'�\GENS)- '•. 8P +701.00 +7&40 +roV •7&-90 +7&-90 +M-90 +M&W +70190 +701.00 ?W. + yW.9D SEE SHEETS 1 84 FOR WINDOW ANCHOR 83' +T&-90 +7&90 +7&•01 *7&�90 +7&-90 +7&•D +7&40 +70190 +701.90 +70190 +Mew +70190 LOCATIONS AND QUANTITIES.SEE SHEET - : N0.58705 72• *7&90 HORS +701.90 +71Y•W +7W9g +7W-90 +7&-90 +7&-90 +701.90 +7&90 +70190 +701-90 +781-90 REQUIRED REDANY FOR RADDITHE FRAME RAL A E ASSEMBLY REQUBiEDFORTHEFRANIEASSEMBLY •'7 _ 78' +7&90 +7&-90 +7&90 +7&-W +7&•90 +7&-90 r 90 +76/90 •+p0)-8D •7&-9D +7&AD TUBE O 84• +70190 +7&9D +ro90 •7x-90 +7&•� +7&� • • • p•••, sT TE b1- • • •• • • •• • • ' '��'••F(OR10p.•'`��: 1NOTES: SEE SHEET 4 FORAODITroNAL SAMPLE CONFIGURATIONS. •• • ••• • *00 • SAIp7N�ryAµ1 P e. 2)SEE SHEET FOR SNUBBER REWREM EM. h:£'.Aa6/Os •e• • • • • ••• • • • • • • • • • • • • • •• •• • • • e• •• FOR SS TYPES: TABLE 14: t>ese>)n Pressure(psl)br8blgle WMndens,Al ArotcrGmgs 5)7!8"LAMI.IG:(118"T-7/18°AIR-1/8°AN-.090"PVB-1/8"AN) pR0}pt1Cl'RBWIssD m mlap171ngwith ft F"s ?VB'=BUTAC BY KURARAYAMERICA,INC. BAart �„Otalct.�$ Window V1ldth uncier23' 26.18118• 27314• 30' 33.112• 38• 37' CapirelbnDde under 23' +701.90 +701-W +70140 +7&40 +7&40 +7W4D +7&40 Promo. 2H 1&15' +70140 +70140 +701.90 +7&40 +7+7-90 +701.10 +701.90 WmW +70140 +70140 +701-90 +701.90 +701-90 +70/40 +70140 411' +70130 +701-91) +701-90 +701-90 +70140 +70140 +70x.90 -x•- 80.6/8 +70140 +7014D +701-90 +70140 +70140 +701-90 +71V-00 8p• +70140 +701.10 +70140 +707.50 +70'40 +701.118.8 *70184.8 WINDOW W &M1 +701.00 +7&40 +701-90 +70140 47CVW2 +701-84 +70x•79.9 HEIGHT 72• +T&40 +70140 0101811.6 t70x-81.5 +w-70 +901.89.4 +80x07.8 (n 78' +70140 +70140 +70/88.3 +701-70.7 +Bm872 +807-08.2 +86 83.3 I ylgmplV I. = W g < 114• +70V-90 +70140 +70141.3 +801.70 +80/81.5 STH f' (n $Q LLI SEE SHEETS 18 4 FOR 0 FFUr-- aS 01' WINDOW ANCHOR LOCATIONS AND QUANTIFIES. Z Z � a TABLE 16: � � r Design Preeaue Ors11 tlnndoera Attached to a 11e81ad Fre0•Aseembv Tube d V N O m J vwrdewVVIft z C a p under23• 25.18118• 27314• so• 33.112` V 3r W W CO AnehorGmnp Anehw Gmnp AndwtamW Anchor Qm4n AnehorOroup AnchorG" Arpt�Group Lo A B C D A B C&D B A,C&D A B C&O A B C&D B A,C&D B A,C&D ` (n urder23' +70!-90 +70140 +70130 +70140 +70140 +70030 +701.90 +70140 +70140 +70x40 +70140 +7&40 +7&4D +701-90 +701.90 +70140 +701.90 +70140 +70140 � aD 26.15118' +70140 +M-W +70040 +70140 +701.90 +701-90 +701.90 +70140 +7W4D +7014D +701 +7&40 +70740 +70140 +70140 +70140 +70!40 +70/40 +701.80 .. m� D Q y z 98319• +7&40 +7&-71.8 +70690 +70140 +7&•81 +7&40 +7&40 +7&40 +70140 +7&40 +70140 +7&-90 +70140 +7440 +70140 +M-SD +7001-90 +70(40 +7&40 O (n z 411• +761-73.1 +147.3 +7&40 +70!40 +684.8 +70140 +7&40 +70140 +70140 +701.0 +7&-87.8 +T&90 +7&•90 +7W-4X&8 +70690 +7&40 +7&40 +70189.• 370140 Y 0) 7775••• 804W +/-,3 +MA.3 +70140 +7&40 +181.4 +70690 +70190 +701.0 +7&90 +7&•0 +7&$3.2 +7&•0 37&40 +70674.6 +70140 +70199.2 +7&40 +7&44.3 80• +149.8 +1.4&8 +7&44.7 +7&•0 +1.61.8 +7&412 +70140 +7&-75.9 +7&90 +7&49.8 +70140.2 +7&40 +701903 +142.9 +7&90 +701-78.2 +7&45.8 +7&-71.2 +70144.8 d Z 83• +185.7 +143.6 +70140.7 +70140.8 +1.49.3 +701-77.3 +7&90 +701-77-3 +70140 +701453 +/808 +7&40 +7&.748 4449.9 +7&472 +7&71.8 +7&84 +/•8/.8 +7&•78.9 Z Lu Q FRAM I 0 (/� co 0 V 1Q.M ASSEMBLY i W Q Q u V A TABLE 18• m 01010001 u> w Design Pmesum(pal)br Vwrdore Attached to a Hodzontal Frame Aswn*Tube HEXHHT 11 w wi dow Width under23' 26.1&18' 27314• 30' 33.112• 9S' 37' WINDOW FRAME ASSEMBLY --►�WINDOW ADDITIONAL o�x� mew WIDTH ANCHOR z�m vi Anchor An•tgr Abhor Archer AroMr GrotQ ArohorGroup Anchor group .. TSE (4),IF REQ. z o O o Gmup Group Group Croup All AN M All B A.C&D A B C&D A B C&D 1C MAX, SEE SHEETS 1&4 FOR WINDOW ANCHOR n a c TT LOCATIONS AND QUANTITIES.SEE SHEET o z w wder23• +7&4D +70141) +70190 +7&90 +7&•82,1 +7&90 +70740 +7&-78.8 +7&40 +7&.0 +701.74.3 +700180 + ADDR.IONAL 3FORANYADDITIONALANCHORS u 25.1&18' +70140 +7&40 +7&40 +7&40 +7&40 +7&•0 +7&48.8 xM," -Vl-% +j&84• 7&40 *7&90 I ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 36318' +7&40 +701.0 +7&411 +7&90 +7&40 +7060 +7&90• +70!•80 +fi1.9s •+70F0• WW40 +701.0 (4),IFREQ. TUBE. � tr/� 018' +70140 +70140 +7&90 +7&40 +7&40 +7&90 +70!40 + a + -0 +70140 WINDOW `��0`�(LYNN h1gl�R ice' 80818' +7&-0 +T&40 +MM +7&40 +7&90 +7&•0 +7&90 OM-90 +}849 •+RWG •7&40 #701.90 WIDTH �`r•;.v�G6NSt; 80'• +7&40 +7940 +7&40 +7&40 +7040 +70(-0 +7014&8 +7& +7W + 94. +7&44.8 'c: '•.3c�; SEE SHEETS 1 8 4 FORtMNDOW ANCHOR 83• +70140 +70x40 +70140 +70190 +7&97.2 +70147,2 +7&44 +7&•84 +7W-64 +7&-79.9 +7&-78.8 +7&49.9 LOCATIONS AND QUANTITIES.SEE SHEET 72' +70140 +70140 +=414,5 +7&81.8 +8&70 +80x-70 +8&•8814 atMt494 +801894 +80187.8 4MI47A +11&47.8 3FOR ANY ADDITIONAL ANCHORS 78• +7&40 +7&40 +7&803 +7&-75,7 +80187.2 *BOV87.2 +H01•�2 +IB�&8.2 +8&.8.2 •ridY83.3 + 83.3 •00183.3 REQUIREb FOR THE FRAMEASSEMBLY - UJ= TUBE. -..0 O 17 114• +7&40 +70740 +70t41.3 +801-70 +80181.8NOTES. 00 0 Goo 000 0 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. /L"INH M@S*--��• 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.1 no ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FOR GLASS TYPES: TABLE jr. PRODUCT REVISED DoslpIPreeewe WQtorelnote vwndow AD AndwG wye 6)7/8"LAMI.IG:(3118n AN-1/4"AIR-3/18n AN-.090"SG-3116a AN) inscmptytneImfeFwd" 8)718"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) �e n�15.05�f.t3 Wlnda+wlmn x•tarD O ?AIS wrier 23' 261&HB• 27-314' 90• 33-NT 3Y I 3T W=SENTRYGLAS BY WRAWIY AMERICA,INC. under 23' +9$1.130 +BW-130 +9N-130 +80t.1311 +9 -130 +901-13D +901-130 BY Miem1 28-10118' +80%190 +BOV-130 +907-1311 +801-1311 +801-130 +801430 +901.130 98319' +801-130 +9N-130 +801-190 +80/-190 +WI-130 +901-130 +901.130 48• +9W-130 +801-130 +8-130 +W--130 +W-130 +801-130 +901.130 T W SUN +9W-130 +911'-180 +BW-130 +8-130 +110/-130 +8W.13D +9111-130 _T �Q 80' 4901-13C +9W-13D +8-130 +W-131) +801-130 +9W-130 +801-130 DOW FMS 83' +9-130 +8W-130 +8W-130 +M-13D +W-M + 1.130 -OW-1130J 72' +901-130 +8-130 +BO%130 +8W-1311 +BO!-1 +8W724.8 +8-1157 78• +9W-130 +9/-130 +8-130 +BW-19D +9W1282 +801-118.7 +801-108.8 --4 WINDOW 84' +8W-130 +8-130 +80/-130 +801-130 +9-118.01 1 STN FOR WINDOW CHOR LOCATIONS AND QUANTITIES. Z Z a g TABLE 18: 40 O J e- Dealgr PresaOre(Pail to 1VMdwsAltadied to Window Wldm a Venio;l Frerte Ass=*Tube =Z LL O IT] uNlder2r 25.15718' 27.314' 311` 33.112' 3V 3T •�Fb w LL{ OS Ancha Oroup Aroma Grwp And ar Group Arrcbor Oroep ADchm Group Andror Group MUIor Omp �- V) A B C D A B C&O B A,C&D A B C&D A B C&D B A,0&D A B C&D Ij W w aiH un wr 23• +701.90 +7&•90 +701-90 +7014D +711-90 +70190 +7-90 +7W40 +70.90 +701.90 +701.90 +701.90 +7-90 +70.90 +701-90 +74190 +7-90 +M 90 +701-90 -7131-90 2&15/18• +7-•90 +701-90 +7-•90 +7-10 +7-90 +70190 +M-9- +7W90 +M-9- +70190 +M-911 +7111.90 +70'90 +70-20 +701-90 +7-90 +7W90 +70190 +701-90 +TWIN e O (n Z 38318° +T9-90 +70!-71.$ +701.90 +701.00 +7-91 +7&911 +701.90 +7-90 +7090 +7-90 +701-90 +7940 +70t.W +70140 +701-90 +701,90 +701-911 +M90 +7-90 +TW90 W 48` +701-731 +/.57.3 +701-90 +70/90 +/-64.8 +701-90 +79-90 +7DAW +7940 +701.9D +7W47.8 +701-90 +7&.90 +7W-W +70140 +70190 +79-90 +70140 +TW-811.8 +70190 Y 50-W 499.3 +/.91.3 +701.90 +70FAD +1-61.4 +701-9D +71190 +701-90 +79.90 +70190 +7-932 +7W� +7U90 +7-90 +70"90 +7W-M2 +70190 +7W-90 +7W.84.3 +M90 w j 0. Z 4S 80" +1-58.5 +1.45.8 +7111-K7 +70190 +1.51.8 +701.81.2 +7&•90 +701 75.9 .7&.� +7,69.8 +79-70.2 +7--90 +7W�.3 +7-•78.8 +7-•90 +701.752 +70190 +70190 +701-71.2 +7-90 J >O Z w ..►.. r 113' +1.55.7 +1.43.8 +70%867 +7p�.5 *l-49.3 +7&-77.3 +7&90 +7&•72.3 +701.110 s7W85.9 +198.8 +70140 +71178.5 +701 74.9 +701-90 +701-71.8 +701-90 +7-98.$ H-6I.B +7G190 ",�•I (� W $Q ouj U y �U FRAME K -9 $C3 go 10-MAX A86EMBLY Al TUBE TABLE 19: d h r ty Dealp Presswe(pad for Y*dews Atladudl to a Hodwntd Frmre Assembly Tube -,- WINDOW HEIGHT n roN, B WLdew 0110th WINDOW FRAME xa _ u ger2r 2$45118' 27314• 30' 33.11- 38' 37. HEIOFtt I.Y m N a I I ADDITIONAL z G Gf-p Group Group Group Gmvp Moho ftw Arwhor Oroup TUBE ►{W.I+-- ANCHOR Io S a a A9 All All M B A,G&D A B C&D A B C&D 1d'MAX (4),IF REO. �. 9E£SHEETS 1&4 FOR WINDOW ANCHOR a wK*23• +7-90 +701.90 +70190 +7,80 +70192.1 +7-90 +701• VW-W 701 TW 7 470140 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 25-1511$' ►7-90 +70190 +701.80 +7-90 +7&-90 +7-80 +7W-6Ba +7-94 4M-9D +71x4* •+70190 +70190 (41IF0� 3FORANYADDITIONALANCHOR$ �� 3e-W +701 +70140 +701.00 +7&90 +7-80 +70190 +70-90 +i& + + +7&90 (�' REQUIRED FOR THE FRAME ASSEMBLY � ONY LYNN/1/l!��.. 48' +70140 +70/90 +70190 +7&90 +7&90 +70140 +7&90 •►7W-* 4OW40 +11-4► •+701-90• +7-40 1 WINDOW �E. � Q�:.• �10ENSF'•,,F,p �' 105184 +7&90 +7&90 +7&90 +7&46 +70/90 +7&40 +701- + + +7W r7 +7&-91 WIDTH 80' +7&40 +70140 +70140 +7&40 +7&40 +701.91) +70140 +7W40 +7-40 +70140 +7&40 +7&40 SEE SHEET$1&4 FOR WINDOW ANCHOR = No.58705 ' or +7&40 +7&40 +701-90 +70140 +70140 +J0140 +701.90 +701-80 +7-90 +7&40 +70140 +7&40 LOCATIONS AND QUANTifIES.SEE SHEET 72 +7W40 +70140 +7,80 +7&40 +70140 +701.90 +701!0 •raro{g0 +7M40 a+'�40 +101-90 +7&40 3 FOR ANY ADDITIONAL ANCHORS '. tE S REQ111REb FOR THE FRAME A38EN®LY O '� 7� +70140 +7W40 +701-90 +7&40 +7&40 +701.90 + + 40 TUBE. . O :'�(/�: 84' 4701-M +7&40 +70190 +7&40 +7-90 +701-90 •• • • •• • •{ • • i S '•cCOR10P,•�C�� NOTES., •• • ••• • 000 ••• ��'/s�U/VAL 1)SEE SHEET 4 FOR ADDITIONAL SAMPLECONFIGURAT�IS. 0.LC 4wS MdL�,ee. 2)SEE%.T 4 FOR 8NUB13ER REQUIREMENTS. P.E • • • • • • • • • • TABLE 20: 1 item On.# Description Material ASSEMBLY DETAILS oat" 1 1'124- 1 7002 Main Frame Head,Sill&lamb 8081.78 Alum NOM. - 2 Win Anchor Plate 80tp-78 AI= ALL DETAILS SHOWN FROM THE INTERIOR 2.919' 126' 3 7003 Sash Top,Bottom&Side Ball 8083.78 Alum AW .062' 2.701• 4 70M Frame Corner KeyWed 3 NOM. S 7009 Sash Comer Ke Stent ' 6 1 7078 Frame Gasket Vinyl Foam 1.159" 7 7072 Sash ComerGasket Vl+ryl Foam 2.784. 2.139` 8 7D70 Bulb Weatherstrl .187°x.275' Fla PVC 70 Aw 10 7024 Maxim Multi-Point Lock Steal SASH0 FRAME HEAD, O SASH TOP, 71 FRAME U 7026 Lode Plate Steil SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Multi4nck Keeper stem AS REQUIRED PER CORNERS #7002,6063J6 #7003,6063-Te #7004,8063-Te 13 7013 Tie Bar Guide Nylon TABLE 3,SHEET4 2 1 14 1 7015 Tie BarAssembly steel or SS 1.35Ki" Imo-- 15 7028 Maxim Dyad retor,WW�24° 3� I 4 .040- 1.000' I12203' 16 7027 Maxim Dual Arte Operator,W1W>24" Stasi GGG }j=j.441 17 7030 O eratorGasket Vbp4Foam 7 18 7031 Operator Baddn Plate SteelAw .0w 19 7051 Operator SpawrBlock Nylon 3 FVED � 20 7032 Stud Bracket St" ANCHOR PLATE SCREEN FRAME ADDON FLANGE 21 1 7033 OperatorTrack&Slider Dual Arm SW O#7071,8063-T8 60 #7006,8063-T6 70 #134,6063-T6 22 7023 Egress Hinge He Mamd.byTruth stow 23 7050 Egress Hin e/Washable HD Manuf. Truth Steel 6 24 Snubber Anti-blowout Clip a" 31 Dura Said Spacer steal 05p, 1 32 1713 Setting Block S x 3126'x 1-1/9 EPDM 33 1714 Setting Block 5/32"x 7/16°x 2-V41 EP13M Bb ( 885 886' 35 1 7036 Laml Bead 8 80&9.78 Alum lS ll �5 IILL 36 7042 tam)Bead C 6083.78 Alum. 37 7059 taml Bead D x-18 Alum. 1 36 1224 Vinyl Bulb Ws ick 35 BEAD B BF11D C 39 1225 Vin Bulls Mip in Flax PVC 70 #7036, 60$3-T6 36 #7042,6063-T6 50 Dow 899 Silicon Baftedding INTERIOR 60 7W6 Screen Frame 310.9-H14 Akin. l� ,17r 61 7040 Screen Comer Key Paiypwd— ' 6 62 Screen doth Flbarg avas 63 1835 ScreenSline EM.PVC 4 .870" -OW64 320 Saeen Spring Stainless Steel ltt�� 70 134 Add-on Flange 0063-78 Alum. FRAME 71 7004 Frame Assy Tube 8083-78 Alum. BEAD D 80 #8-32x 1/2°Ph.Pn.Mach.ScrTYPE B Stainless Steel CORNERS 37 PROD=MVt3BD 811157 #8x112°Ph.Pn.SMS awnless sleet #7059,6063-T6 m complying with ere Fiadda 8tainless81ee1 •• ••• • • • • • 11++++tr t5-o5t9.13 82 #Sx 5/8°FI.Ph.SMS • • • • • • ~ r Revived Sr: Role. Rayson S: 83 #8x 7/8'A.Ph.SMS Stainless steel • • •• • • •:�` play..LYNOY ......h91L 94 #8x 1"FI.Ph TEK Stainless Steri • •• • • • • ••`��C�'1ocNS,-'••'FP '� By ac[ 65 #8x 1°Quad Pn SMS stainless Steel ••• ••i ••r ••• ,j�,i• �'r Rev sad By. Rote: Rev .s oa a 86 08 x 1- °Quad Pn SMS stainless steel NR.58705 LM 5/15/15 NO CHMGE THIS SHEET 87 #1Ox Ph.Pn./TEK Stainless Steal – Rrorn ey: /� ® Resa7pltort: 89 810.24 x 9126"PtL Pn.TifPE F Stainless Steelt�C • ••• • 000 = '. 7/° 1S f:f_ BOM AND CORNER VIEWS J ROSOWSKI 90 1#12 x 1"Ph.Pn.TEK SteMless 8teai • • • • • • •• •ST E F ter: nate: • i i • • • � L17ECSOGYORPNE Mie •• VLNE34275 CASEMENT SEMENT WINDOW DETAILS-LM 8SM 08/08/120• •• Box 1529 •• • ••• NOKOMIS. FL 34274 se tee/Mad f Scale: sneeo R,ov by No. Rev: A.LYNN MRLER P.E CERT. OF AUTH. X29298 CA-740 NTS 10 OF 10 MD-CA740-LM A P.E.i 68708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •