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WS-17-45 - -. - 77, —77 r _-.+— *'�I^.`I s7l.'^.,s.v.- , _. �/ ;r_,y.r-f•'`k'�JY�� N ^�---u..^.R--.�.,"""'..""• _`'.'r �\� /i s W ». >l�a�i�- � a:..•:k�'(..rt �.�.A:r,-t o'�•t. .. � '• ��', i 'moo'z i�. r .. ..�«`� .�. .___ - S°' '.�. .._ � r�^r r .. .. _ . _� _ �u•_y x d `- a e," s �, '+ ,. • 4 1 �� it E .,, » �a .. a + n , Permit NO. W -1-17-455 �sKO12Es�,� Miami Shores Village Permit Type:Windows/Shutters ` 10050 N.E.2nd Avenue NEP e Miami Shores, FL 33138-0000 ',;r I Voris Classification:Window/Door Replacem y- Phone: (305)795-2204 Permit Status:APPROVED �'COR1Dp' issue Date:1118/2017 Expiration: 07/1712017 Project Address Parcel Number Applicant 1080 NE 93 Street 1132050150110 Miami Shores, FL Block: Lot: DIANE EDE-NICHOLS Owner Information Address Phone Cell DIANE EDE-NICHOLS 1080 NE 93 Street MIAMI SHORES FL 33138-2939 Colitractor(s) Phone Cell Phone Valuation: $ 19,602.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 10 IMPACT WINDOWS SIZE FOR Available Inspections: No of Openings: 10 Inspection Type: Additional Info:REPLACE 10 IMPACT WINDOWS SIZE FOR Window Door Attachment Classification:Residential Final Scanning:3 Review Building t Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 DBPR Fee Invoice# WS-1-17-62554 $3.00 01/09/2017 Credit Card $50.00 $ 197.00 DCA Fee $3.00 Education Surcharge $4.00 01/18/2017 Credit Card $ 197.00 $0.00 Permit Fee $200.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $247.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, -awings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all w rk done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHA I WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that al r g n inrmation i accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futher I authori a bo -named ontractor to do the work stated. January 18, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 18, 2017 1 % � =C� 3�IED Miami Shores Village A 9 2017 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 ✓l �' F C 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. Q BUILDING F-1 ELECTRIC F-1 ROOFING ❑ REVISION F-- EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zia: a 13 CJ Folio/Parcel#: �' 52D5 I S 110 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: ` BFE: FFE: r OWNER: Name(Fee Simple Titleholder): 14aCle. CCj e . 0i C.ut" 5 Phone#: Reb •7�� I�`°i { Address: 10� O ALV Ci ST City: )-- CA� 15 ve5 State: Zip:_ 3138 Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier'Name: WAYNE T. BURNETT A 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:$ 1 —t (.O 2— Square/Linear Footage of Work: 1 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition (Description of Work: REPLACE l p —��I)`tuu-juo=1;' k;a 4 R)1 'ai j { 1 Specify color of color thru tile: Submittal Fee$ ^ , Permit Fee$ CCF$ CO/CC$ Scanning Fee$ (n Radon Fee$ DBPR$ Notary$ Technology Fee$ W Training/Education Fee$ Double Fee$ ,Structural Reviews$ Bond$ Q—•� c�O TOTAL FEE NOW DUE$ (Revised02/24/2014) �. k i t e w I , 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 Lenders Address N/A City N/A State N/A Zip N/A ` . i { 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. I "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. x Signature �,( �[.� '��Jh.d Signatur a OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument Was acknowledged before me this r (1 day of Q n 20 �� by I .` (,0 day of —fit 11 20' by J% PgL4 p IS who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: t NOTARY PUBLIC: PMp��S ago\�q6y o pu,4, No\a m�ss�o�.`�e50e No\a{y F`s5 k Sign: Sign: �0,,,opa�,•., oR` �xP . oa\ 4 Print: Print: ��: •:o`E My C pak� ANTONIO HERNANDEZ s• p: Seal: * * MY COMMISSION 0 FF 164915 Seal: ! N EXPIRES:October 1,2018 # a ° eonEed Thru BudnAt p!o!ary^�r,:aca ' y a ' APPROVED BY ` Plans Examiner Zoning Structural Review Clerk 4 iRevised02/24/2014) 12/13/2016 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER 4 mei. Summary Report { Generated On:12/13/2016 Property Information } Folio: 11-3205-015-0110 ar ' Property Address: 1080 NE 93 ST , Miami Shores,FL 33138-2939 Ak►t Owner DIANE EDE NICHOLS 1080 NE 93 ST Mailing Address MIAMI SHORES,FL 33138 USA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/1 Floors 1 Living Units 1 will t" Actual Area Sq.Ft � t A Living Area Sq.Ft Y Adjusted Area 2,332 Sq.Ft Lot Size 8,906 Sq.Ft Taxable Value Information Year Built 1963 2016 2015 2014 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $273,046 $270,801 $268,255 Land Value $298,578 $271,304 $240,442 School Board Building Value $162,307 $162,307 $158,110 Exemption Value 1 $25,000 $25,000 $25,000 XF Value $656 $534 $543 Taxable Value 1 $298,046 $295,801 $293,255 Market Value $461,541 $434,145 $399,095 City Assessed Value 1 $323,046 $320,801 $318,255 Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $273,046 $270,801 $268,255 Benefits Information Regional ` I Benefit Type 2016 2015 2014 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $138,495 $113,344 $80,840 Taxable Value $273,046 $270,801 $268,255 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School OR Board,City,Regional). S le ious Price Book- Qualification Description Page Short Legal Description 22610- 08/01/2004 $360,000 2170 Sales which are qualified 55342 1 BELVIDERE PARK PB 16-71 21597- Sales which are disqualified as a result of LOT 1 &N15.5FT OF LOT 27 BLK 3 04/01/2002 $0 4883 examination of the deed LOT SIZE 73.000 X 122 COC 22610-2170 08 2004 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and'Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: 5NeO.REs Miami shores Village ` << Building Department milli imillm 10050 N.E.2nd Avenue yh, �yd Miami Shores, Florida 33138 'FNTes►N�' Tel: (305) 795.2204 �L0R1Dp' Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for is inspection, is for the verification of conformance with Product Approval OA). I Ac Qualifier/Owner Signature Date Print Name i Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL 1 Phone: (306)795-2204 Fax: (305)756-8972 .Inspection Number; INSP-274301 PermitNumber: WS-1--17-45 Scheduled Inspection Date June 01,2017 Permit Type: Windows/Shutters Inspector: Riveron,Alexis Inspection Type: Final Owner: EDE-NICHOLS, DIANE Work Classification: Window/Door Replacement Job Address:1080 NE 93 Street Miami Shores,FL Phone Number Parcel Number 1132050150110 Project: {NONE> Contractor FLORIDA HOME'IMPROVEMENT.. Phone:(954)792-4415 Building Department Comments REPLACE 10 IMPACT WINDOWS SIZE FOR SIZE 1neactio Passed Cnmrrrents INSPECTOR COMMENTS f=alse Inspector Comments Passed r R / Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 31,2017 For Inspections please call: (305)762-4949 page 5 of 36 12,11-3, 1 t, F, � ,2i cX4a&0 Miami Shoreg ,Village � rJ Z $ . Building Department A 212017 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 11 BUILDING Master Permit NoVj - 1K PERMIT APPLICATION Sub Perm' QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RE ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1080 NE 93 STREET City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 1132050150110 Is the Building Historically Designated:Yes_ NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):DIANE EDE NICHOLS Phone#:3057991094 Address: 1080 NE 93 STREET City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT ASSOCIATES Phone#: 9547924415 Address: 3044 SW 42 STREET City: HOLLYWOOD State: FLORIDA Zip: 33312 WAYNE THOMAS BURNETT Qualifier Name: Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: N/A 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:$ 19°602 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: REPLACE 10 WINDOWS WITH IMPACT. SIZE FOR SIZE. NV Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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_X j,�, ,[ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Z- day of A V 20 l 1 by _\day of ��0 5 20 1 moi- by C �� ►>- D>= 0� ho is personally known to �'�, T- ��✓¢T w o is personally k wn to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: :i,: `" ° JANETTE L LUNN Sign: Sign. l 032995 MY Print: Q� ev u, Z� Print: •.. a EXPIRES August 07,2020 Seal: Seal: o��pY Poe, MANUEL HERNANDQ MY COMMISSION#GG 004918 * EXPIRES;June 22,2020 101N,V! 're, APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 12/13/2016 Property Search Application-Miami-Dade County OFFI"E OF THE "ROPERTYAPPRA N'E' Summary Report Generated On;12/13/2016 Property Information Folio: 11-3205-015-0110 1080 N E 93 ST Property Address: F Miami Shores,FL 33138-2939 Owner tX DIANE EDE NICHOLS _ � +! I �` "" • �'� � _ ` _ {,-'iy r,. wr•7 tri s 7 1080 NE 93 ST `.- Mailing Address r » ' , .. -'W+, MIAMI SHORES,FL 33138 USA Primary Zone 1400 SGL FAMILY-3001-3250 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT y Beds 1 Baths I Half 3/211 '�''�r�-pct � ' .....�+ g' !•��'�+ ,,�,�-�', �„ F .-t'. Floors 1 Living Units Actual Area Sq.Ft .-"4 Living Area Sq.Ft '� Adjusted Area 2,332 Sq.Ft Lot Size 8,906 Sq.Ft Taxable Value Information Year Built 1963 2016 2015 2014 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $273,046 $270,801 $268,255 Land Value $298,578 $271,304 $240,442 School Board Building Value $162,307 $162,307 $158,110 Exemption Value $25,000 $25,000 $25,000 XF Value $656 $534 $543 Taxable Value $298,046 $295,801 $293,255 Market Value $461,541 $434,145 $399,095 City Assessed Value $323,046 $320,801 $318,255 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value 1 $273,046 $270,801 $268,255 Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $138,495 $113,344 $80,840 Taxable Value $273,046 $270,801 $268,255 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,001} Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School OR Board,City,Regional). Previous Price Book- Qualification Description Sale Page Short Legal Description 22610 08/01/2004 $360,000 2170 Sales which are qualified 5 53 42 BELVIDERE PARK PB 16-71 04/01/2002 $0 21597- Sales which are disqualified a:: a result of LOT 1 &N15.5FT OF LOT 27 BLK 3 4883 examination of the deed LOT SIZE 73.000 X 122 COC 22610-2170 08 2004 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/infoldisclaimer.asp Version: tY F FLORIDA HOME IMPROVEMENT ASSOCIATES JOB ADDRESS: 1080 NE 93 STREET MIAMI SHORES, 33138 PERMIT NUMBER: WS1-17-45 We are requesting to renew this permit#WS1-17-45.The reason for not scheduling inspection for this permit job is that the owner added windows to this job last minute under permit# REV17-574. Florida Home Improvement Associates has now completed both installations and is requesting this renewal in order to get both jobs inspected. Respectfully, Wayne Thomas Burnett CGC#061890 JN�ANETTE L L 1 c h " M COMMISSION 0 6202095 EXPIRES Augst Private and Confidential Florida Home-Improvements Associates,3044 SW 42^d Street Hollywood,Fl.33312 www.fhaproducts.com 8/17/2017 Property Search Application-Miami-Dade County -(WFICE OF THE 'PIROPERTY APPRAISER Summary Report Generated On:8/17/2017 Property Information Folio: 11-3205-015-0110 Property Address: 1080 NE 93 ST r Miami Shores, FL 33138-2939 ►` a y .' Owner DIANE EDE NICHOLS 1080 NE 93 ST 11 Mailing Address +� ' MIAMI SHORES, FL 33138 USA :^ % 1 PA Primary Zone 1400 SGL FAMILY-3001-3250 SO .,, • `C---, ^ Primary Land Use 0101 RESIDENTIAL-SINGLE ` FAMILY:1 UNIT F 01 2. Beds/Baths/Half 3/2/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,332 Sq.Ft e ! Lot Size 8,906 Sq.Ft Taxable Value Information Year Built 1963 2017 2016 2015 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value $279,829 $273,046 $270,801 Land Value $320,828 $298,578 $271,304 School Board Building Value $162,307 $162,307 $162,307 Exemption Value $25,000 $25,000 $25,000 XF Value $644 $656 $534 Taxable Value $304,829 $298,046 $295,801 Market Value 1 $483,779 $461,541 $434,145 City Assessed Value 1 $329,829 $323,046 $320,801 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value 1 $279,8291 $273,046 $270,801 Regional Benefit Type 2017 2016 2015 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Assessment Cap Reduction $153,950 $138,495 $113,344 Taxable Value $279,829 $273,0461 $270,801 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 OR Note:Not all benefits are applicable to all Taxable Values i.e.County,School Previous � y Sale Price Book- Qualification Description Board,City,Regional). Page 08/01/2004 $360,000 22610- Sales which are qualified Short Legal Description 2170 q 5 53 42 04/01/2002 $0 21597- 1 Sales which are disqualified as a result of BELVIDERE PARK PB 16-71 4883 lexamination of the deed LOT 1 &N15.5FT OF LOT 27 BLK 3 LOT SIZE 73.000 X 122 COC 22610-2170 08 2004 1 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: T i Florida Home Improvement AssociatesBroward Tet:954-792-4115 Licenlse No.CGC 061890 I QB44818 Miami Dade Tel:305-545.4469 3044 SW 42nd St.,Ft.Lauderdale,FL 33312 FLORIDA Fax:954792-2170 HOME 7? nD IMPROVEMENT Web:FHAPRODUCTS.COM Job# O ` ASSOCIATES Email:INFO@FHAPRODUCTS.COM Replacement Windows Contract / ` �1p y Name: (� Home Phone:�' r//'� Bus.Phone: ddress . City State Zip k This Contract is made and entered into this day of—!(2^' 20j�by and between Florida Home-Improvement Associates,Inc, a Florida corporation("Contractor"or"FHA"),and owner(s)named above of the residence located at the address listed above("Owner"). The Work.Contractor agrees to perform the work described below: 1) Remove existing units to be replaced.(NOTE:Removed items are likely to be damaged.) Directions are viewed from the Inside. 2) Prepare openings as necessary to receive replagqnent units. On sliding glass doors Active and Fixed Panels are identified. On Casements 3) WINDOWS:_FHA Energy Storm Saver Simonton Vinyl Insulated and single French doors the hinge is Install _Aluminum Irisulated,_Aluminum Non-Insulated Identified Right Hinge and Left Hinge.On Double-French Doors the more 4) Doors:_FHA Energy"Storm Saver_Aluminum Insulat V. Aluminum Non-Insulated active door Is identified IrIfIDpCt:( ) Non-impact.( ) Color:White: Tan: Bronze: Grey: MIII Finish• I Stl(1�E Double Nuna i u 1-LR t Yes( )No( ) Casement P o Other Standard_ qty_ Qw Qty— City— Custom Custom Qty_ V acTlve Plxeo FA AF HNHACTIVE Q I Slldlna Gloss Door 4 Single French Doors Doub French - G AA AF FA FAAF AAF FAA RH( )— ) R Lp( ) Qty_ Qty_ QLY_ _ Qty_ Qty_ Qty_ Qty_ Glass: (4/V11"X Z S'G A 4f4 INITIAL HERE Warranty: ' Mariufacturel's Warranty sent upon compel ion. 5) Work NOT to be replaced: INITIAL ERE 6) If applicable,removing shutter panels,and/or cunt,bars. INITIAL HERE--) 7) 5peciallnstructions: -k� ,b F 81 Cieanup�ob debris and provide necessary,permitsan irisurance. 9) If applicable,fn the event.that Contractor_is unable for.whatever reason to obtain proper permits prior to,commencement of any work, .:Contractor shall refund any previous payment and this transaction shall be automatically cancelled. -(No finish work other than normal installation is to be done unless noted below.) Additional Work: i I 4 Schedule:Contractor shall commence the work within_days after execution of the Contract(the"Commencement Date"-)and shall endeavor to complete all Work hereunder within days after the Commencement Date. Q Contract Price $ The TOTAL PRICE for all Labor and Materials(including any applicable discount)is $ ( .00 Sales Tax(%) $ Down Payment $ ,00 (if applicable) Q Balance Payatile $_fir_�� _p0 Total Contract Price $ / Contractor will provide to Owner a Final Waiver and Release of Lien and Contracto'r's Fina Idavi tt.O_wner,substantially similar to the forms included in chanter 713.Florida Statues(2005). Circle one:(YES orNO]Owner elects to apply for financing of the above-statue lump sum amount.If yes is circled,see finoncing agreement I and related documents 1 Notice to the'Owner,If financing Is being obtained by Owner: I a).O0:not sign this home Improvement contract(including financing documents)in blank. I b).You are emitted to a copy of the contact at the time you sign.Keep it to protect your legal rights. c).The financial documents attached to this home Improvement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed on If you do not pay.Be sure you understand all provisions of the contract and financial documents before you sign. Mlscel l s This contract contains the entire contract of the parties. It may not be changed orally but only by a signed change order or other written amendment.The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF;the Parties hereto have executed this contract,under seal,as of the day and year first above written. You the Buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right. - OwnetZ O/S r. f /, ? AC,, � � - j 5COctor:FH ignature of Owner) (Signature of Owner) Date Hom=OWASSOCIOH617� ome: Phone#YES NO / Building ND . _ _ . 9 2017 "n� J �l- ) -�•- �� _ � _ � _ -� _ s JAN � 5 nsult-ts,Ina ,sp1NEFq Wind Velocites in South Florida p 1599 SW 30 Aveenue,Suite 4 20 Dade Broward Palm Beach Boynton Beach,FL 334328 o Risk Cal.1 165 156 156 L-risk to humans farms,sb ds p 009 Q FL.CA# 217 H 5j c Risk Cal.2 175 170 170 Sin Ic Famil Rcsidurces Risk Cat.3&4 186 180 180 Fssuaial Facilities P q h (GCp- �p�) Intstued ons and limitations of Us, 1 Charts rovida wird ressures based on the mean roof he'ht.And shall not exceed 60'-0". 2 Des"n ressures are for an enclosed builindi shutters or other im ct resistance protection required). V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-1a 3 User shall determine the mean roof he'ht, Eave height+Roof Peek Risk Category 11 Table L5-1,page 2 - 4 End zone distance is the lessor of 10%of jength,10%of width,or 40%of the mean roof height and not less than T-0" - Exposurc C Section 26.7 5 If 50%of component is in a particular zone than that com rant a considered to be in zone wdh the ma' of the area.If uastioneble than lace in Zone 5 Kd 085 Table 26.6-1,page 250 8 Each com rent,window,door,mullion has a tribute area that is area to be used.Area of com nems to rounded down but shall not be less than 10 sf. KA 1 Figmc 26.8-1,page 252 7 For NOA's that r uire a Kd=1.0 then multi I the slues listed herein by 1.18. GCpi 0.18 -0.18 0.55 8 Wind ressures are based on Allowable stress des'n. - pitch of"' 3/12 14.0 degas 9 Des n press re.listed herein are valid(or E sures B and C and exposure D. max roof height 30' thaw 14.0 degree 10 Charts and wlues listed herein are only valid when signed,dated and sealed by Gary McDou le PE#56214 or Mark LeBlanc,PE#35683 or Adam D.LeBlanc,PE#77012 11 Wind design pressures are calculated in accordance with ASCE 7-10,Method 2 12 No reduction is taken for slopes less than 10 degree. Ana ofcom arra Arca ofco nurnt Arm of ncra Arm ofcom nett Area ofoom ea nt m co Arca ofconest Area ofm null Area of co matt Area ofcom npI Arca ofcor nrnt Area ofco ent f n 15.0 sf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.0 sf Mean R H t Zone 4 Zone Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7. 36.2 36.2" 35.8 35.8 35.4 35.4 35.0 35.0 r 1 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 41.0 -49.0 -40.6 -48.3 40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 44.5 4 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 ,39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 1 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 40.4 -47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 43.0 -51.8 -42.6 -51.0 -02.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7' 19 -45.7 -56.4 -04.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 42.2 -49.9 41.8 -49.1 -41.4 -48.3 -41.0 47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6, 37.1 37.1 20 -46.2 -57.0 44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 48.9 -41.4 48.1 -41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -06.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 1 -53.5` 44.0 1 -52.6 43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 49.4 -41.8 -48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 -45.8 -55.6 -45.3 -54.8 44.9 -54.0 44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 _ 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 -46.2 -56.2 -45.8 -55.3 45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 42.6 49.1 44.6 44.6 43.2 432 42.7 42.7 42.2, 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 - -59.7 1 47.0 -57.2 -46.6 -56.3 -46.1 -55.5 _ -45.7 -54.6 -45.2 -53.8 -44.7 1 -52.9 -44.3 -52.1 -43.8 -51.2 43.4 1 -50.4 42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 1 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 .,1 5.50 -53.8 -45.0 -52.9 -44.6 -52.0 44.1. 11 1 L$1.d/ -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 042.3 01.8• • 41.8 • •41. 1.3 40.8 40.8 40.454'1 28 49.5 -61.2 -48.2 -58.5 -47.7 -57.7 47.2 -56.8 -46.8 -55.9 -46.3 4 .1 -5.8 •-51P2 • •45.A -53.3 -44.9 -52.4 -44. ♦ ,T51 "44 x"49 e �! 46.0 46.0 44.6 44.6_ 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.0 02.1• • 431 • •4 . J1.6 41.1 41.1 40.sf P�2'6 2S29 -49.9 -61.6 -48.5 -59.0 -08.0 -58.1 -076 -572 -47.1 -56.3 -46.6 ��$.5 •X6.2 •-54.A W5� •-53.7 -45.2 -52.8 •Q�1. -04.3 -46.3 46.3 9- 4. -4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 0® 40.5; i 30 -50.3 -62.1 1-48.9 -59:4 4 •-58.5 -47.9 -57.6 -47.4 -56. -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 • -5 . 0 7_74.0 1 -51.4 ••.k i 00 Miami Shcr2s.Village -i * ••D 216 - APPROVED BY DATE ••• �•• gTATE OF ' Lij ZONING DEPT '�/ O•R�� 4�' i • • i • i ,� ��O 11111\\\� - BLDG DEPT .. .• •• •• ... . . . ... . . SUBJECT TO CCNIPLIANCE WITH ALL FEDERAL STATE AND CCUN!Y RULES AND REGULATIONS _ MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:1080 NE 93 St, 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 FL5823.1 +67.5 -75.0 40.1 -43.4 24 x 617/8 NO 1 x 2.75 YES 2 FL13010.4 +67.5 -67.5 49 3/4 x 61718 1 x 2.75 .L 3 FL5823.1 +67.5 -75.0 .L .J, 24 x 617/8 1 x 2.75 �. 4 1� 11, 1� ' 1 x 2.75 5 FL13010.4 +67.5 -67.5 49 3/4 x 617/8 1 x 2.75 6 FL5823.1 +67.5 -75.0 24 x 617/8 1 x 2.75 7 FL16177.1 +70.0 -70.0 513/4 x 613/4 1 x 3 �. 8 .(. FL9520.1 9 517/8 x 613/4 1 x 3 10 �, ,j, �(, �, �, �, �, �, FL9520.1 .. .. . . . . . . . . . .. . . . . ... . . • 0 0 . . . . .. . ••• • • • • • ... ... . . ... . . 1 S' yyqq r i I r _ ye. •... i ; "{...... { 3 -1. -•` - d - .- ♦ _ , A , ! I �3 .. a.. ................ I j .-r—.•...i i � 5 a . 4 r - - - I 1 I t .fel wi r j w y 77AAA}9tt { i I 1 ... f 1 _... E t { sp . t I a ' �• .......... ..�` � ............ _ Q� �{ E .. _ -- _pb _ M j - -�T i ILDfI � Ia ; I. j.... p ......._ . > . ..L j i i 1 ( 1•• i•ii • • • •# ♦ t s•j.._ .... - .. I _-... • - I i • 3 � I I i • • • • • • • • • • ••• • • • ••• • • Florida Building Code Online Pagel of 3 1 , €^u;idd Depc (Yl2lll. BOSS dome ( S.o9 In User Registration Hot Tophs Submit Surcharge Stats Faces Search 6sin '0 C I Product Approval Regulation Product Approval Menu> >AW[cation Ust>Application Detail FL i L13010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments •••• Archlved eggs :*sees Product Manufacturer Custom Window Systems Inc. ••• •• • •••is• Address/Phone/Email 1900 SW 44th Avenue *see** • • • Ocala,FL 34474 sees 0009 :sees: (352)368-6922 • • • g ekoss;@cws.cc sees eggs se••• s••sgs • e• e•••• Authorized Signature Koss Erin •• •• 0000 g g•••• ekoss@icws.cc •••••• g • n••s•e Technical Representative Erin Koss • • • , • • Address/Phone/Email 1900 SW 44th Ave. e••• : ••• g ••••• Ocala,FL 34474 • • (352)368-6922 Ext 291 •• ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathropacws.cc Category Windows Subcategory Fixed t Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 171 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M>Urich,PE R Validation Checklist-Hardcopy Received Certificate of Independence c 130 0 R3 e-01 EvaiRt WS-37 'PW-5300 120x4 ?' d i Referenced Standard and Year(of Standard) Standard X4L AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 [ AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FE1460... 6/24/2015 l - - i Florida Building Code Online Page 2 of 3 • Equivalence of Product Standards Certified By Sections from the Code i Product Approval Method Method 1 Option D r Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description, 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fi„a 3010 R3 I1 CWS-4338(PW-81 SQ.,36x72 IMPS odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+75/-75 Evaluation Reports Other:PW-8150,36"x 72",DP ffi+J-75 psf.Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27 odf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalRep CWS-4335(PW-8150.36x72 Glass complies to ASTM E1300-04. MI P).pdf FL13010 R3 AE Quanex(Mikron)NOA 12-1017 Q2 odf Created by Independent Third Party:Yes 13010.2 PW 8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 i,5 I1 CWS-5108(PW-8150 CONTHDSL Approved for use outside HVHZ:Yes IMEL2df Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other:Large Missile,Dip=+/-67.5 psf,Max.size 74 1/8" Evaluation Reports x 72".Outer lite must be safety glass above 30 ft.in HVHZ. EL13010 R3 AE DuPont PVB NOA 13-0122 Z7pdf Glass complies to ASTM E1300-04. EL13010 R3 AE EYBIRea CWS-5108 CPW-8150. i NTHD I. El 13010 93 AE Quay( i n)N Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 H CW -373B CPW-8300 120x48 IMPS odf Approved)for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes •••• Design Pressure,+70/-70 Evaluation Reports • • •0000• 604096 Other:PW-8300, 120"x 48',DIP=+!-70 psf.Large FL13010 R, AE D P UP NQ idOCl24 Q2.r�df • Missile Impact.Glass complies to ASTM E1300-04, 1=i 13010 R3 AE EvalRep CWS-3 j (P 8 SQO 2�z4t'• •• IMP. df 000000 • •••••• FL13010 R3 AE Q Uanl_ex(Mikropjt(%1.2-1017 02 psf Created by Independent Third Party:Yes ;....; 13010.4 PW-8300 PVC Fixed Window Fixed PW-8300 PVC Fig/Fin Windo9t!•• 0000' ••••• Limits of Use Installation Instructions •••••• • •• ••••• Approved for use in HVHZ:Yes EL13010 R3 II CWS-159D{PWrki3�p•7�i_ f I i� •• •••••• Approved fok use outside HVHZ:Yes Verified By: Lucas A.Turner 5870 • • • • Impact Resistant:Yes Created by Independent Third Pay;S • Y Design Pressure:N/A Evaluation Reports • • • • ••••:• Other:Large Missile Impact,See installation Drawings for F1.13010 R3 AE DuPont 120 W U11?2 •••• Max.size and DP's.Outer lite must be safety glass above 30 FL130itf 07 nl.f 0••••0 ft.in HVHZ.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-1-W3b(Pik'-8300 . • • • MP • FL13010 R3 AE OuanexMikr NQA 12- •• { Q03. LQ,j„� 02�adf Created by Independent Third Party;Yes ;back Next r'on art ttc;;7_4§,(t,� Hon�,�,tr,�et.Tallahs�zt rt�2'i0o The State of Florida is an AAfEE0 employer.CoDyricht 2007-2013 State of Florida,::Priv r,ry2Atement;;A=ss;blbty Sta mnnt:;Refmw statemon http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 k { { Florida Building Code Online Page 3 of 3 Under Florida law,email addresses arm public records,if you do not want your e-mail address released in response to a I)MIC-records request,do not send electrdnlC mail to this entity.Instead,Contact the office by phone or by tradltbnal man.If you have any questions,please Contact 850.487.1395,"Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address ir they have one.The emal€s provided may be used for offlclal communication with the licemee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which an be made available to the pubic.To determine if you are a licensee under Chapter 455,F.S.,please dick h=. produst Approval Accepts: SA."ty'ltS r�ltvviz Srtl<'1 I l . 1 4 6666 • • 6666 6006•• 000000• •••666 • • • •0.60 • •06• 0660 •6.60 •66.6• • •• •66•• •• •• X06• •06.6• - 600.0• { 0 • • • • 6666•• 9 •6••66 • 1 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 5/24/2015 I T �T � 1239 Jabara Ave. U✓ j North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 159.1) April 18,2015 Product Description: Series 830U PVC Fixed Window,Large.Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5(DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 440'Ave,Ocala,FI, 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5'b Edition(2014)Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3954-01 and-IA,and NCTL-210-3955-01 and-1A,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM 131886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-IA and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,F.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x.72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade"•••. NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-D advN�A 13- •. 0129.271 in DP55 units ••.... • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-:gj2 j}21 • 1 have evaluated the interlayer and framing materials in these Dupont and Quanex N ?�S and find ... •••••• • that they comply with the requirements of the 5`s Ed.(2014)Florida Building Code hbr use in this•....• ..... product. ...... •• ••••• .. .. .... •••••• Certification of Independence: i do not have,nor do I intend to acquire,nor will I ac9eirl,01 financial • •• interest in Custom Window Systems or in any company manufacturing or d istributing pfoductS for wtij�•;• 000000 this report is being issued. l do not have,nor do I intend to acquire,nor will I acquire,a finwfc=ai int&est :0669: in any other entity involved in the testing or approval process of this product. •' ' 000 ••. ; • *Skt,s11#iltr •• �s tti t.10RE tV i�r4 -.r No 50201 '.1 � s *' # = 4/18/2015 0 t STATE OF ,.•4U Lucas A. "Turner,P.E. ~%O',�; 4u�� FL PE#58201 Lucas A.Turner 2015-.04-18 22:13-04:00 ...._.........................__............__.. ..-._.. .......................-.......... ................................. PICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Vf7MTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWw4ws.GC 73 114" ---+yy� MAX.OVERALL FLANGE WIDTH................... { 2.GLAZING OPTIONS(SEE SHEET 3) $m PVC I MAX OVERALL FLANGE WIDTH �...........-. __ ._._........_.._.........._..._.._._. 3.CONFIGURATIONS:"d". ARCHITECTURAL SHAPES INCLUDE.BUT ARE r �th� MAX UNIT WIDTH WX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW I }�--'--'— 45149' $9118, __....._...................... 4.DESIGN PRESSURE RATING: IMPACT GLASS oLo —— -._.. A ———— ————— —— GL-NEASS DESIGN S TABLLOADS BASED ON,TESTED PRESSURE AND E130084 GLASS DLO m -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER - INFILTRATION TEST PRESSURE AND GLASS TABLES g ASTM E-1300.04, s o N o ......... -- T71/4' I 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED u� o O Y MAX. I W THE DESIGN OF THIS PRdpUCT,SEE SHEET&FOO ANCHOR Fwd 4 ro 73 1i4' GENERALE I HE I DETAILS. WINDLORD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD { MAX ( ANCHOR CALCULATIONS. '¢ a OVERALLI I c: C3 HEIGHFLANGT i I ( 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT , 73" I REQUIRED. I 1 F- w } MAX. It 72. (� I UNIT Q 7.ALL FRAMES ARE FULLY WELDED, ! w a MAX 1J HEtGH7 HUNIT EIGHT ' 8-SERIES t MODEL DESIGNATION PW-8300. t�1 I 73118" ( S.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: Cl 69 its" I I GLASS O=FIXED SASH. ..... OLODl0 G1Um Z Z I I If $... I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR I t Ifjj 1 LOCATION. I t S ( C 1 o�j1 � 8� AA Lucas A Tumer — 'T 2015-04-11 9 S STATE OF 4tW 15:0404:00 R t 0 '{�N`i�� zz 4111t2015 ................. LUCAS A.TURNER,P.E. FL PE#58201 1239 J.ABARA AVE. NORTH PORT,FL 34288 •• ••• • • • • • •�• PH.941-380.1574 ' • •• • • • • • bF�ET DE .TK7tJ: • •• • • • • ••• • TABLE OF CONTENTS ••• • • • • • • • • • GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING oRAw»tir: DATE: ARCHITECTURAL SHAPES...................2 GLAZING DETAILS.................................3 ANY 4$"X 72" +l-55 PSF AEE 05/05107 SECTIONVtEW3..O...............................4 • •;• NO _ ••• • - IJ-65 PSF -LARGE-MISSILE IMPACT - - Ci#...' REy: .._ EXTRUSIONS&B.O.M...........................5 - - ANCHOR SCHEDULE&NOTES......s 7 •• • CWS-159 D INSTALLATION DETAILS................... 8• •• +/-67.5 PSF ••• • • • SHEET 1:20 1OIFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ....................... .................. —_._....____.______................... ...................... ...................... ................... WINDOW S"Tems . ULV 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www'CWS.CC 8300 FVC PICTURE WINDOW IMPACT -�I--;........... Q _..i-OVERALL OVuY i ...1` ERALL 1 ` tW-iW 41d w+ -- ....3116"ANNEALED m'TEMPERED » •_.3116'HEAT STRENGTH pr TEMPERED 2 i ---112'AIR SPACE 3V AIRSPACE 5116"LAMINATED 7118'LAMI GLASSLLI -*j .......Yl8"ANNEALED � _ 31t&'HEAT STRENGTH - ..---.080 DUPONT PVS INTERLAYER C9C ENTRY T 1-- '+-113"ANNEALED "` ,. .S GLASS IOPKJJPfAS INTERLAYER . .i........ -S I8^HEAT STRENGTH = a rF PURFECT GLAZE i "H" e PURFECTGLAZE'H" I SIKAFLEX 552 SIKAFLEX 552 ,� ❑ V2"GLASS SITE ❑ 1i2"GLASS SITE �''*�?.'.t....... t� �.. _... .._ � �%{gyp, � �' •.4A°M 7 +, r: Na 59241 „ �� • • , STATE OF ?kit: GLASS TYPE A GLASS TYPE B 4x1112015 LUCAS A,TURNER,P,E, FL PE#Saw 1239 JABARA AVE. I ••• NORTH PORT,FL 3d26A ' a• • • • • •• PH,941-380.1574 t • • •• • • • • • H.E 0�5��r • • • • • • • . • GLAZING DETAILS •• ••• •• • • • •• GLASS MAX SI ............ i JATE. TYPE W x H ADE 05105107 • ••• •• • ••• • DP+/-55 --A 48 X72 i— • •• • • • • • CWS-159 D • DP+/-67.5 B 72 X76 " ' SHEET ••• • • • • • 1:1 30F8 . . . . . . . • . . . .. .. . . . .. .. ^ ' 1900 SW 44TH AVE. OCA' LA,FLOFI IDA 34474 6 9 8300 PVC PICTURE WINDOW 7 IMPACT [7) A. SECTION VIEW B-B z cl u �eu ) — 8 Lu zi 4/11/2015 LUCAS A.TURNER P.E. FL PE#5WO1 1239 JABARA AVE, NORTH PORT,FL 34288 PH.941-380-1574' ALTERNATE FIN FRAME ADE 05105107 swc * __ ................. ......................... ................... ....................................... PARTS LIST FRAME WRNERtQNSTRUQTIQN ITEM PART# DESCRIPTION VENDOR MATERIAL jo 1 H-60068 FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW"TH AVE. 2 H-60068 FRAME, PW, MAIN, SILL MIKRON PVC OCALA,FLORIDA 34474 www.cwS= 3 H-6006B FRAME, PW, MAIN, L.JAMB MIKRON PVC .......... FR—AME , , R.PWMAINRJAMB 14 H-6006B MIKRON PVC COMER WELD(AU SIDES) 5 H-6006A IFRAME, PW, MAIN, FIN MIKRON 8300 PVC PVC SCALE 1:8 6 P-3113 ISCREW SUPPORT FOR PVC L PICTURE WINDOW TEAM PLASTIC RUBBE IMPACT 7 P-3352 SET BLK.,85DUR., 1/8"x5/8"x 2"LG. FRANK LOWE RUBBER 8 TURFECT GLAZE"H", SIKAFLEX 552 HENKEL SIKA SILICONE 9 P-3752 157A—P PLUG, 1/2-HOLE mam SILICONE 10 S-6064 GLZ BE., FXD.(1"O.A. I.G.) MIKRON PV 11 GLASS SEE SHEET 3 Lu w —---------3 Ile. �u: z 0 .......... CC 21i —1116" —1116, 16" aflin MF! z 2 718* 00REPI 112" N4 58201 S , PVC FRAME FLANGE-H-6006B ............. ( �,•� !STATE OP PVC FRAME FIN-H-6006A lit 15 LUCAS A.TURNER,P.E. 71 1 111* FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34286 PH.941-380-1574 NE07T10�lpn �............ SCREW SUPPORT P-3113 EXTRUSIONS&B.O.M. 1 -54�lvtiAre ADE 05/05107 1 REW CWS-159 D 1SCALF: SHEET 0.......... ... ....................... ................. ^ . ^ - PICTURE%MNDOW MAXO.C, IMPACT INSTALLATION INSTALLATION ANCHOR(TYP.) ANCHOR(TYP.) LL CL m ol tL 010 In ANCHOR LAYOUT- FLANGE) o'l0sasolig" tjOREW No It ZIA% STATE or ',tu 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPr=$(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HGAD 10 N At 12.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX,ALLOWABLE SHIM STACK TO BE IW. USE SHIMS WHERE SPACE GREATER THAN 1/16*IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTER.WOOD SHIMS ARE NOT ALLOWED. ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SH ET E 8, 4111=15 LUCAS A.TURNER.P.E, C ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. FIL PE#56201 1239 JABARA AVE, TH PORT,FL 34286 :5,INSTALLATION ANCHORS SHALL BE ltjA.CCWAWjE WJTH AUCHOV MoNUFP60JURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NOR SPECIFIED IN TABLE 1.SHEE PH.941-380-1574 6,ANCHOR EMBEDMENT TO SUBSTRATS SHALL"BbYOi9D WAL&DW46ING QR STUCCO. FOR CONCRETE/CMIJ OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROOT-PlILLM CfdU WRNNOLUDE W DO NOT REOURC 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE INSTALLATIONS TO HOLLOW CMU PlEtUIR"!USE"IX EPJCK9RBE'FWMR THE PRODUCT AND SUSSTRATE.. NOTES 7,A MINIMUM CENTER-TO-CENTER SPACING SHALL 13E MAIWAINED BETWEEN ALL FASTENERS:3*FOR MASONRY,1"FOR WOOD AND METAL bITAWW9yz_IDATE.7- ADE 05/05107 &WOOD OR MASONRY OPENINGS,DIACKS SW BUCK RAVE Nr*9S SHAL1oQF4PROWRLY DESIGNED BY THE ARCHITECT 08 ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, SUBSTRATES SHALL MEET THE MfNW-.UM4GTRENGT#i RECILOREMENTS ASDSHOWN IN TABLE1,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 0!110 or: S.SEALING AND FLASHINGSTRAT SiEs F WIMA�_L V silfrANC!OF ONSI%4LATION S14ALL BE DONE 8YOTHERS FOLLOWING THE CURRENI'VERSION OFTHE REFERENCE DOCUMENTS: ° °° °° ° ° ° ° ° _ _ MIN.EMBEDMENT .... ........._--+ "� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW SYSI'E�45 V4"MAX SWM SEE TABLE 1 MIN.EDGE D19T. MIN.EDGE DIST. _..........., SEE TABLE 1 —SUBSTRATE 1900 SW 46TH AVE. 1- ++-- BYO HERS I SEE T'SLE'; BLE 1 SEE TABLE 1 OCAlA,FLORIDA 34474 SUBSTRATE$Y OTHERS.... ._.. --. ....... MIN.EDGE DIST. t/d'MAX.SHIM-w{ WWW.CWS,CC .SEE TABLE 1 } SEE TABLE 1 ikiNSIDE ........... --...—.. MEN.EMBEDMENT PERIMETER SEALANT SEETRBLEi INSTALLATION ANCHOR --- 'QQ PVriIN INSTALLER SEE TA$t.E 1PICTURE VWNDGW INSIDE AND flUT - EDiMENT IMPACT SEALANT BEHINDFLANGE BY INSTALLER ..�114'MAX.SHIM �'C�SEALANT aN' `7wPERIMETER SEALANT ER IN BYINSTALLER OUT a a. .. INSIDE AND OUT INSTALLATION ANCHOR' LL YW W': .-.—SEALANT BEHND SEE TABLE 1 W 2 O a 5: FLANGE BY INSTALLER SEALANT BEHIND • FIN BY INSTALLER d wINSTALLATION ANCHt#i------- $ HORiZONTALSECT1pN_ C HORIZONTAL SECTION O SEE TABLE 1 $ TYPICAL JAMB ANOHORAG B TYPICAL FIN ANCHCRAG£ d cttco HEAD AND SILL SIMILAR FOR FN INSTALLATION N w N 3 Z y O'> uj w < � akrn � W 114•MAX,SHIM � d SEALANT BEHIND .. ....... FLANGE BY INSTALLER O C} !$ O ��saestrrrri�+ PERIMETER SEALANT g0 t1DR_E4y d�+y ENT INSIDE AND UT SEE TABLEBY INSTALLER MIN. 1A 11465,.ay\G $,Lc,`�'`p,��t4+is No SaM ';73 SUBSTRATE BY OTHERS M SEE TABLE a MIN.EDGE DIST. 13"}}i, E STAT Ztl EE TABLE I ! F S SEALANT UNDER SCREW A VERTICAL SECTION i �.'L' 11"o � O �~ - ' y4 R% NERD BY INSTALLER B TYPICAL SILL ANCHORAG yy+�O � ++$.N./AC TABLE is APPROVED INSTALLATION FASTENERS ! 411112015 FRAME ANCHOR TYPE IN LUCAS A.TURNER,P.E. ?M75E CONCRETE(2.0 KSI MIN.) 3116`ITW TAPCON1-if2' 1-118" FL PE#58201 R ROUT-FILLED CMU(117 POF MIN. 3116'RW TAPCON PERIMETER SEALANT---- 1239 JABARA AVE ' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE 285 KSI M MOE AND OUT ( • • • • gj1 •EL lj} CON 1' i' PH.941-M-1574 D HORIZON SECTICN ........ .........; FLANGE GROUTFiLLEDCMU(A�1Aa G90) • •• • &16LQOULTRACN 1-114^ 2-1t7 SET escRla 8 BOX FRAME INSTALLATION FLANGE 2X MIN,SOUTHERN PINEvlkosS) • • • • 1 TAPCgI 1-38" 718" MEAD AND SILL SIMILAR FOR BOX INSTALLATION ( INSTALLATION DETAILS FI ANGE 2X MN.SOUTHERN PINE(G=0.55) • •• N 0 WOOD SCREW 1-38` 718, FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, AWN[tY: r — FLANGE 16 GAUGE(0.060")MIN.STEEL STUD 910-16 HALT KW IK+-LEXOR T!W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05!05107 (33 KSI YIELD MIN} TEKS S F ILL SCREW THRU O.OBD' 7118" it0"ALUM.(6063-TS Mlty)OR• • • 4110 GRADGS SErLF-TAPPING/ _, FULL THREAD _ -MIN.114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED- RE -S- FLANGE 118'STEEL(33 KSI INN. • •• • LlRIL LNG 9CRE • THRU 0.125' 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E D i FIN 2X MN,SOUTHER NpINE(G-O ) #IB WOOD 1i{iRE i PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS gO Lir 1-v2' 7t16" SHOWN FOR FLANGE WINDOWS. SHEET ........ ......... 1:2 SOFB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • k' MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIN)STRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ` materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER ` reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the,requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building ; Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent 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. t TERMINATION of this NOA will occur after the expiration date or if there has been a revisiom-orachange in the materials, use, and/or manufacture of the product or process. Misuse of thi�NQA•as an endet'sement•••• • of any product, for sales, advertising or any other purposes shall automatically terntiRate this 11SO41ailure •• to comply with any section of this NOA shall be cause for termination and removahotVt"A. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade.County, Fi4da, and;6006: followed by the expiration date may be displayed in advertising literature. If any portion of"00A is*.... displayed,then it shall be done in its entirety. ••;••; ••• ••••• INSPECTION: A copy of this entire NOA shall be provided to the user by�he�manufacWelr or its"' distributors and shall be available for inspection at the job site at the request of the$urMijg Offi�ial.• ••• This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pag(VE-910 and • E-2,as well as approval document mentioned above. ... . :""; The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 MIAMI•DADE COUNTY Expiration Date: May 26,2021 Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NDA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS •••• 1. None. 0000 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 ...• ...• 0000 0000. 0000.. .. 0000. 0000.. 0000.. . . . 000.9. ManuR-10218.03 ez,P.E. Product Contaminer NOA N Expiration Date: May 26,2021 Approval Date: April 14 2016 E-1 f " PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5ie Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. t sees see• s•se•• . . • . . ..... ..... ..... • .... .... .•ssee. •se• sees ••••• •e••ss . •s ..... •• 00V 0000 ...... •see•• • w • • • • .00019 0 • • 0 see ••see• r • • 0e ManueG- NOA ,P.E. Product Contrminer No0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 ti - SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: ® n NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE - EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES................_.........1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.................._...,.......1e o ELEVATIONS...............:..._..............1 ci .: K FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD.._._............ 2 �Z MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHES D I BE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO 1X8.MASONRY._...........2 a MULLIONS / "� SEE DETAILS INSCRIBED INSIDE INSTALLATION NOTES........._........2 LL RECrAHGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY.._...................3 A-D•G,H: SHAPE MULL TO STEEL STUD.................3 N SHEETS 2.3 8 DD _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL 70 MULL.................... T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS......_._........._..._..3 Z IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAYALTMULL INS CLIATIO....-.._.....4 BAY MULL INSTALLATION.._..........4 O 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2%.125 MULL SPECS...............5 J W 7/ INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..........7Z g (_ 1 d SEE DETAILS / 11/ / III /III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS........9 m O O O ATHRU G: I 1 III __ \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 x.125 MULL SPECS.._...........10 F c+0i 0 SHEETS 2-3 _ _ 1 ATHRU G; 1 X 4 X.376 TUBE MULL SPECS....11 Q 1__ SHEETS 2.3 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.376 T MULL SPECS........11 F J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. .25X 3.186 X.265 MULL SPECS..A2 J I III OPENING 1.25 X 3.26 X.100 MULL SPECS..._13 VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 x 3.25 X.624 MULL SPECS.....14 MULL FOR 1.25 X 3.94 X.824 MULL SPECS 15 LENGTH HORIZONTAL MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 x 4x.25 MULL SPECS................+0 _ Q Z SEE DETAIL E. 2 X 6 X.25 MULL SPECS............._.17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q W �� -q- SHEET S .... _ AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.28%2.11 X.125 MULL SPECS18 30•X 3.25 BAY MULL SPECS...._._19 Z w r- �'- Q N O REACTIONS. 45'X 3.25 SAY MULL SPECS......._20 Q O ZF_ MULLION&CLIP DIMENSIONS 21-23 F— ZI'D O FENESTRATION 6)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NON$ EXAMPLES 1&2.._.........................24I LU J '- PRODUCTS MAY ILOADING EXAMPLES......................25 V5 Q aE OF ANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Ly MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F Z O In BN1 PUGT. URED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q O O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ d Z�'O N /SEE DETAILS I HORIZONTAL A-D,G.H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING L --1 MULL SHEETS 2-3 W IDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA, LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT21 FOR THE OPENING USING THE ASCE-7 STANDARD. [--OPENING WIDTH--I � LENGTH ---i MULL LENGT { 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL --I LENGTH I— ` 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR TRIANGULAR/TRAPEZOIDAL'. OPENING 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED HEIGHT ) as ild'mg dwith We Florida THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Ruildulg Code OPENING MULL f HIM�IL vERT. MULLION CAPACITY ILBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT)FOR THE OPENING OBTAINED IN Acaptm..No ��'s• HEIGHT LENGTH MULL ` MULL STEP 1). E Mal Dal. 12Q f� LTH L L L5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE B7 J REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1`'L°m hoducl Don F. i*118 SINGLE MULLION SINGLE MULLION :0 VENRTIIIC ok IN�M♦!rH] • • •CFA SUBSTRA7EIANCHO CLP PATTERN MAY APPLY)SELECT AN ANCHOFRbM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USINGR CLIP PATTERN OUR ACTUAL AND VERIFY THAT THE REQUIRED ANCHOR �`\E CONDITION(MULTIPLE \�\ON�;��NS•LYNN../4l�c�� • --i F•RWERRCALMU • ••�PAC�IS MET. : � F P ' '1 SEE CORRESPONDING DETAILS •YULTIpI.♦t♦AULLWI46 • • 7)IF THE MULLION CAPACITY(LBSIM)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE T': N0.56705 •.a7 FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATELif = t,):•� �FZ STANDARDS USED: • ••• •• • 871jRIFY•THlgDESIGN PRESSURE RATING(LBS/FTa)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION- • • • "' •"• ,, •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION • • •• • • CARACITi(LBSIFTt OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTATION : f. •.,F(ORIO P.••G\�` • • • • • • • • PRODUCIVASSEMBLY. ••• ` -ALUMINUM DESIGN MANUAL,ADM-2010 ��Sli • •• • • • • 9)F10(lHLIQH�OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A�L�%N� I),l�f{Rt`P�E. AISI-S100-07IS2-2010 ••• • • • - �.. FL P.E. 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • DETAIL A: DETAIL B: MULLION cs ° MULLION TO 2X WOOD BUCK MULLIONAMTYP.ANCHOR a� MULLION ATTACHED TO 1X BucKsrwP PER SUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEESEETABLES IEWSB y (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SBY07HERS. LO EE NOTE 1. N 1 1 MULLION 1 1 SHEET I. W N}}O] F I I I I Z u1 d d I I I 211EE SHEETS-23 FOR HOLE d I°I I I CIONCRETE OR CMU I EDGE CE. J LU EITHER THE I LOCATIONS I .I F---�FSEE SEE TABLES _ STANDARD OR - EDGE I EDGE DISTANCE 18-188 w OFFSET MULL ^ DISTANCE .a I ° FOR MASONRY W Q P 8 CLIP MAY BE I I I FOR WOOD q. I ANCHORS m 0 O INSTALLEDBY / I c M a SCREWS L SIDE VIEW Z to TH13 METHOD. 260•KM FOR a qd a J ALL MULLIONS a d' 0 -- - EITHERTHE F- - d e STANDARD 7 (� m OFFSET MULL ? m fr q e e CLIP MAY BE Q' INSTALLED BY F- d EXTERIOR rH19 MEmoD. Z d EDGE Q Z r a A d d DISTANCE 4 F— Z Q p FOR ed Z C N ° MASONRY o Q Z < TME OFFSET CUPS ANCHORS RECOMMENDED FOR � 1� FIN-FRAMED EXTERIOR °d WINDOWS.BUT MAY LU ALSO BE USED FOR OTHER FRAME TYPES. In Q j d Z z W.o TYP.ANCHOR TYP.ANCHOR PERSUBSTRATE, PER SUBSTRATE, TYP.ANCHOR SEE TABLES t B-188 PER SUBSTRATE, SEE 7ABLE518.188 SEE TABLES 18-16B EDGEIEND BUCKSTRIP DISTANCE AND SEE TABLES ATTACHMENT BUCKSTR EMBEDMENT IP IB-160 T BY OTHERS, AND EMBEDMENT _�� SEE . .... NOTE 1, SHEET 1. ATTACHMENTS. TTACHMENT - J .'• . BY OTHERS .. SEE NOTE 1, _ SHEET 1. -- MM 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCTREVISED w complying With me FIt1Fi� FRONT VIEW Boild ng Code Ac"pt-m No C.� Ex imtionDWc /jp21 INSTALLATION NOTES: By Munni PIM&Ct 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I t I •• ••• • • • • • •• 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWNl480VE ARE PORIP L P S T��y4ION `� OC�� LYNN ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARfj,Y ON TFjCW iTOfN jiO 41 TANG,THE ;��t,•''�1CFNSF ''•.'fl CORRECT QUANTITY AND LOCATION OF ANCHORS MUST-Bj FOLL E%REjFERsTO iHEiABYES ON 7FIE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE SW DARpOFWNTERIOFt CLINMAY BE U6ED1• �T 58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. — ki 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET�. ••• •• • ••• • • • • _ _ SCIEOF 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USG ONLY M"DADIDCOtlNTWAPPROVED • ��.•'•.FCOfi10?;.•'Y�j�•� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRYRNCHORS! • • • • • /, S's, • •• • • • • • • SI\j 1 ••• • • • A.L'S'NNIMILLER,F'.E. FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: K MULLION TO MULLION • �( � DETAIL C: — 126"MIN. INTERSECTION NOTES: ^� MULLION DIRECTLY ATTACHED TO MULLION MASONRY STRUCTURE (U-CLIP) 1)MAY BE INSTALLED IN"TEE'OR'CROSS. LLo Ig (STANDARD CLIP SHOWN) INTERSECTIONS. VARIES o Y € U 2)MAY BE INSTALLED HORIZONTALLY � (SHOWN)OR VERTICALLY. N I 1 TYP.ANCHOR EITHER THE I PER SUBSTRATE, cL , 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 B m srANOAROOR j SEE TABLES IB-13B FOR CORRESPONDING MULLION. Ing _ W OFFSET MULL I I TOP VIEW Z U) CLIP MAYBE I I EDGE DISTANCE MULLION O W INSTALLED BY 11 FOR MASONRY VARIES-{.� J W THIS METHOD. I I I ANCHORS5 I N12 STEEL SCREWS. I /SELF-DRILLING OR PRE-DRILL I e I n \\Y MULLION AND USE SMS LU m O O /f MULLION H Z J EXTERIOR 4A e 4 THE OFFSET CLIP I9 Z V g EDGE DISTANCE RECOMMENDED FOR FOR MASONRY FIN•FRAMED LINTERSECTION W ANCHORS WINDOWS,BUT MAY ALSO BE USED FOR U-CLIP J 0 Z 8 n OTHER FRAME TYPES. EXTERIOR F Z. Q Of O TYP.ANCHORTRATE, 'd Q Q Z N PER SUBSTRATE, SEE TABLES 1B 13B 4 a SEE SHEETS 2R O TYP.ANCHOR HOLELOCATIONS PER SUBSTRATE, BU ANDRE SEE TABLES IB-13B FRONT VIEW DISTEGG Lu ANCE 0 Q Y Y ATTACHMENT I— N fn BY OTHERS, SEE TABLES U Z Q'Q Q SEE NOTE 1, Q„ Z EMBEDMENT - SHEETI. EDGE D- y mQ (1)• - �---`—DI:TANLES SIDE VIEW S � MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 'IB-13B FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, SEE TABLES 18.130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR as complying with the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Cade FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Aceeplazice No�"dL •b�S �\ ` Fxpirel' Date 2021 . `�7 MUIuoN 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. R ® Mi 'Dedo l 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. •• ••• • • • • • •• G 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUWY,USE ONW MbkMIOA0IE COUNWY APPROVED DISTANCE N �\�(LYNN ELCO ULTRACON OR ELCO I/4"S.S.AGGREGATOR MASONRY ANCHORS.•• • • • • • FOR STEEL STUDS THINNER THAN SEE TABLES \\,��,C`.••��Ns�''•�`�' , • •• • • • • ••• • 16 GA AND COMPLIANT WITH THE FL BUILDING :' V • • • • • • • • • FRONT VIEW CODE,A 2X WOOD BACKER MUST USED. • ••• •• • • • •• ATTACHMENT BY OTHERS. - ;' No.58-/05 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 16;` x: • 900 •• • ••• • 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD E OF • • •• • • • • • ANCHOR VALUES MAY BE USED. %<7,(�'•., FLOR\OP•",�(;�� • • • • • • • • • • • .••""'. C" • •• • • • • •• • • 2)SEE CORRESPONDING MULLION TABLES, i��1 \- ••• • • • • • SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYN/(?I(�14LEA,\�P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N 1R DETAIL F: DETAIL G: DETAIL H: X FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) a SEE g�DETAILS A{, 30'OR 45' f j SHEETS 2 AND J FOR INSTALLATION _ BAY MULL TO SPECIFIC SUBSTRATES. II N MULLION f' O O Z U) O O0 O O W O O O O O O TOP VIEW 2 B'm I W V o s+owNIDE VIEW Co 0 WITH i'X4'X12S TOP VIEW i to J MULLION I I I TYP.ANCHOR rL I SPERSUBSTRATE. EXTERIOR ETABLES 16BOR IBB ? ? CIDF•- g 4 ' TYP.ANCHORII STANDARD MULLION CLIP I PER SUBSTRATE, I i EXTERIOR Q Z MODIFIED TO FR FIELD I SEE TABLES 18.148 I I I CONDITIONS. I I I I— I I 2'%6'ANGLE CLIP, Z I 2 PER MULLION END.MUST BE Z Q Z N I I I I I INSTALLED INSIDE OF BAY MULL. H F 00 p MULLION I I I Qom ^ it I I o W Q Y Y 0 F 2'X5-X.125' U) y� I I I ANGLE CLIP, V Z Q 3 j I t I 2 PER MULLION END,MUST BE Q - Z Q O INSIDE OF MULL, $$ m O I �TYP.ANCHOR b PER SUBSTRATE, SEE TABLES 10448 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. ` EXTERIOR EDGE PRODUCT�� PRODUCT REVISED O pEVt AN f os complying With 121u Florida r. Ruilding Code O'f © INTO WOOD,STEEL. Acocplonce No�e�021$.p^{ ALUM,alY ExpiTelion W[o Z) ® ® DGE TANCERCHEDGE • • • •DISTANCE E • NOTES FOR INSTALLATION OPTION G 8 H:PERANCHOR • •• • • • •NOTES FOR INSTALLATION OPTIONS F: • 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ��,••'�TGENSE '• 'Q •• ••• •• • • • • `Z'•' •'T �_ 2)DETAIL G:SEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X 2.11-X.125'MULLION. LOCATIONS. - JS 2)SEE TABLES 1 B-138 FOR ANCHOR QUANTITIES AND SHEETS FOR HOLE LOCATIONS. ••• • 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ;•• (� g `6. `l • -•. •.- • • • Ui LOCATIONS. ._ .�• )- ,L(TE 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION _ •• • • • • • ��T'•,• !•'ionspP,•' C.j • • • • • • • • • • a . ••• • • • A�'LY �1�144�R;p.E. FL P.�.#58705 or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A Mullion Capacity Tab ht(bile) Opening Width(iwverg I"perving mlAlons)or Opening Height((or horiznrtta'"Pamlrg lltlllions) yaj7 y{ 50 In 601n 70 in 6014 901. 10014 120 E 1401n 10014 O Rectangular TnpRdang. Rectenpuier. Trep/7dng. Reclan9uler MpRden9. Recingular Tm".rq. ReltIgrisr TrWTdang, Rwtmigler T.Prrden9. Reelut9Uar TmpRtlsng. Radangiar TrepmleKg. Ratangolsr Tmarni-m. ri G 1X2%.126 ung Leading Lading Loft Lading lowing Lo�rrg LosbV Ladng L.oedg Loading Ladrp L"Auq Lwdn9 - Ladrp Lading Losokq Lading oY 0 Alum.Tube t ,g t_ _ g g_ :g t t_ t t_ t t_ _ g' t_ t t_ t t_ _ t _ t _ _ _ tO .Mullion Z � N o � 42 In 111.0 406 129.5 772 0].2 408 116.6 325 79.9 400 107.0 321 69.9 IDB 104.4 119 62.1 406 104.0 319 55.9 408 104.0 119 48.6 100 101.0 ]10 JB.9 t00 101.0 1I9 J6.D 100 101.0 119 J W 4814 74.9 312 8].B 258 62/ 312 774 2M 536 312 67.0 248 18.8 112 63.2 248 +1.8 712 61.3 244 37.5 312 61.0 244 11.2 S12 61.0 2M 26.6 J72 61.0 214 27.4 712 81.0 2I! _ 50.6251. 63.9 281 70.6 234 53.2 28t 61.5 228 45.6 281 55.7 224 39.0 281 52.1 222 35.5 281 50.1 220 31.9 2a1 49.1 219 26.6 281 /8.7 219 22.e 261 49.1 210 20.8 281 19.7 219 W a O W o l- rrr��y 5/1n 52.6 247 57.5 207 41.8 217 49,8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 -39A 194 26.7 247 30.4 193 21A 247 3a.1 193 1e8 211 36.1 183 16A 2+7 36.1 197 Cl) J O 60 F 38A 2a 41.2 170 32.0 200 35.! 166 27.{ 200 31.5 167 71.0 200 28.9 160 21.1 200 27,1 159 19.2 200 25.9 157 16.0 200 25.0 158 J 63F 33.1 let 35.3 155 27.8 181 70.3 152 23.7 181' 26.9 148 20.7 tat 24.5 146 164 181 22.8 14! 16.6 181 21.7 143 g 7E 68 In 20.8 165 30.8 142 24.0 165 28.1 139 20.8 165 23.1 1JB te.0 185 21.0 131 ? U, (0 w 72 N 22.2 139 23.3 720 18.5 139 10.8 116 15.8 139 17.5 116 Z J � 70In 16.9 125 19.7 109 15,7 123 111.0 107 Q J F i 76 M 17.5 116 10.7 101 = Q N Z TABLE 1 B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: F to ygZ r� o Anchor Capacity Table lbs ANCHOR CAP...,,•, ANCHOR CAP.., lV rn 410 Soeetmla: 2.7k Concrete 3.5k Cores. How CMU Feed CMU. PT Wood Metal (DIP-)X( )_ S MULLION CAP.,,.,,,,, 5118'EP' tl/'SS Elco L18'Elco 1/4'88 Eko 1410 Sled 1412 SIeN 012 Sletl N U) Arwhorrype: 3/16'Elco Ulkecon 1/4'Eko uarecn Umseon 118'Ek.Us ft. 114•Eko IAUscm A09ieGemr UBmcm AO9reealor sorew(G5)Screw(G5) Sorew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns CAPACITY REQUIRED"CORRESPONDING TO AN U X Q Edge Dlalence(in) 1' 2-7rC 1' 2-1 R' S•Ile' 1' 2-1/2' 1' 2-7/Y 2' 11/B' Y 0.48' 0.5+' _110' O O Embednenl(In): t-314' 1.714' t�11' 1.314' S 1.11, 1.114- 1.7/4' 1-1/4' IAA 14 4" Y IJ/C 1.318' odea ACTUAL PRESSURE REQUIREMENT FOR THE r Z 2 Anchors®4.75•Mln.G.C./Stendvd or Oleet Cllp(Fq.17 390Ibs 390Iba 450 ms 090 tbs IB+41a 2701tx 2BO Ibn 354 rot 740Iba 374[be 8811a 946 roe K1 toe 4421be 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION a� A CAPACITY FROM THE TABLE OF THE SELECTED C 4 ArwMn®1.15 MF.G.C./SlerMed(ordbe8 clip(Fq.2X 480 ma 700 ma NIA WA WA WA JBOIa WA WA WA WA WA 682 b 8851W 1120 W ( ) 6f 4 Armhae®3'Min.G.C./(2)245 Aon CSpe I(Fq.J7 780 @+ 780•a !nibs 158016e 18881 W SIO ma SBO I W WA 780Ibs 748 tb 880[be 18921De 682 W 985 toe 1120tH MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Ancvore®0.45•MF,O.C./U{Tq,Nto.125'Aha..IFq.4): WA WA WA WA WA WA WA WA WA WA WA WA WA NM 715 ms CAPACITY W RICH MAYBE USED TO QUALIFY 1 Anct7orl FCYp ffq 57 185 ma 195 b 225 me 4451be 622 Ica 1ss ma 140 Im I Ir Im m6 me ler ne 332 tlxi +73 ms now 221 iw leo tl7e ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ane00ra 7,15'MF.O.CJ Fab(Fq.B): 240 Ws 350Iba WA WA WA WA 100Iba WA WA WA 111 ms 4121a 580 ma ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT REVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, a5 complying with the FIOrMs SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000" r- Building Code ) Aeeeptm=NO •O 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. r E.°eu DataBy, Im I FIGURE 3: I mi 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. uni e P • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' • .• •• • • FIOURNIS SH"SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • .125• ��\Dl LYNN Agl[�F��i ANGLE CLIP MUST BE USED IN PAIRS. • • •• • •4) RRT S:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • •• • • • •C �I TE B WK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r =L,•'`�Cf.NSt: j r�/ FIGURE 4: FIGURE 5: FIGURE 6: • • •• •••Y OW S"HERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606175 AND BE A MINIMUM OF.125' r • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2'X.125'MULLION =i<: No_58'10.7 _ ®. •• • LEAST MATERIAL. #10&#138.CH ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND , THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. LLl . .•. _• ST TF�F �� - ••• • • • • • A.LYNyI !It ER,�.E. FL P.E.#58705 • • • • •• • • • • • • a• •• • • • •• •• ••• • • • ••• • • TABLE 2A ® � Mullion Capacity Table baMe k8, Opening Width(for voilicely-spared mullion)or Opening Height(for hod ntaly-sparring mullions) 601. 601n 701n w In w In 10In 1201n 140 M 10 in p R.I,r Uler .1iferg. ReotangJsr Tmp/Tdang. Reot.Wter TrsplTderg. Rectangular TmpRdang. Rectangular TgPffd.ng. Regengular TmpTdang. Rsolarw TraprnWrq. Rectergul r TrapTder19 Regis ngdr -newdartg. c w 1 X 2%.$76 Loading Lowing Lmdrg Loading Loadlg Loading Loafing Loading Lmdrg Lowing Loading Lowing Loading Loadrg Loedk'�d1g Lmdng L.oadkg Lmdre oa5 u Alum.Tube a g g � �' 0^ d MUIIIOB m ag. N it It wCn 0 42 in 170.0 e20 170.0 435 151.31 682 170.0 478 129-7 602 170.0 508 113.5 062 160.5 516 10.9 662 1 108.9 517 9D.9 1 Sal 1689 517 75.7 1 862 168.9 517 84.9 882 168.9 517 58.7 662 1 188.9 517 LU J W 46 In 121.6 507 138.0 419 101.4 507 119.2 410 86.9 607 708.7 403 780 507 1028 399 67.8 507 99.6 397 60.8. 507 99.0 3w 50.7 507 98.0 308 43.4 w7 99.0 3w 38.0 507 09.0 396 E0.9251n 103.7 0.56 114.6 370 86.4 450 w.9 371 74.1 458 90.5 364 61.8 458 84.8. 360 57.8 458 81.3 357 67.6 466 80.0 350 43.2 458 60.0 358 37.0 458 w.0 356 324 458 80.0 350 d 541n 85.4 40 w.3 336 71.2 100 80.9 32e 61.0 40 727 322 53.4 400 67.3 318 47.5 40 64.0 315 427 40 62.3 314 35.6 40 61.8 313 30.5 ADD 61.5 31J 26.7 10 81.6 313 m Q O �Taa w In 8x.3 324 60.8 276 61.8 324 67.3 2T0 4L5. 324 51.2 261 38..9 37A 469 2w J4.6 324 43.9 257 91.1 324 42.0 255 x6.0 374 40.3 253 222 324 40.5 253 19.5 324 40.5 253 F (MO J C 63 in 53.8 294 57.4 252 44.8 281 49.2 246 36.4 294 43.6 241 33.6 294 39.8 237 29.9 204 37.1 234 26.0 294 352 272 224 294 33.5 230 19.2 294 33.4 230 16.8 294 33.4 230 J 66 7n 48.8 x68 19.6 230 38.0 206' 42.4 225 33 4 260 37.5 711 29.2 269 34.1 218 26.0 268 31.6 215 23.4 266 29.6 212 10 5 268 28.0 210 16.7 268 27.7 -2118 14.6 260 21.7 209 Z (n 72M 36.0 225 37.0 iw 30.0 225 322 191 257 225 28.4 18.8 715 225 25.6 185 20.0 225 23.5 102 18.0 225 221 10 16.0 225 20.3 177 129 715 19.6 176 11.3 715 19.6 176 d 76 In 30.8 202 32.0 177 23.3 201 27.x 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 212 19.7 165 16-3 202 16.4 163 128 202 MY 10 10.9 202 15.8 158 9.8 20 15.6 150 � Z 781n 29.3 192 tae 188 23.6 - 25.1 185 202 171 22.0 102 17.7 192 19.7 169 75.7 192 16.1 137 11.2 192 16.8 155 11.8 192 15.2 152 10.1 192 14.4 150 8.9 192 142 150 ~ Q p win +8.5 1N 19.0 129 15.4 144 16.1 178 Z Q Z N 96 In 15.2 127 15.8 113 O a TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: LU Anchor Ca acl Table Ibs ANCHOR CAP., ,,,, N S SuDstmle: 2.7k C-mle 3.5k COM. Ha8or1 CMU Filled CMU PT Wom Melsl (DF,-)X( )=ANCHOR CAP.,,,, CE1.1 114•SSElco 5110Eko 114'SSEko 91081ee1 912 Steel N12 Steel MULLIONCAP.,o,,,a,AnehorCllp Patteme Amltorirpa. ane•Elm Unrecm 114'Eko uurecm /l81 EIw Ullrocm 114•Elco Unreem Appreoeta uyemn AggreGeler Soren(G5)screwIG5) Som-(G5) USE THIS FORMULA TO OBTAIN THEANCHOR <1X O Edge asuncs 9nk 1' W2-102-1/r• 2.1/r1• 2-l/r V 2-IFr r 3.716' 2- 0.49• 0.54• °.324• CAPACITY REQUIRED'CORRESPONDING TO AN 0- Zk0Embmment OnF t-Y1• /14• 1x14' l•v4• 1-1141 1.114• 1414• 141'r t-1141 2" I-wr i-w tads. ACTUAL PRESSURE REQUIREMENT FOR THE2 AMllas®1.75'MN.O.C.I SlerMarO ar Oasel alp(Fig.1k 3w be %6 8w V. 701. 2w Ibe 3541. 7401. 3741. 804 I. 8481. 341•e M2Ills 50 ba OPENING,WHEN IT IS LOWER THAN THE MULLION04 Anon-0 1.151 Min.O.C.I Standard(a Omet)alp(Fig.2): 4801. IA WAWA" 3w Its WA NIA WA WA WA 0821bs 0851. 112010. CAPACRY(FROM THE TABLE)OF THE SELECTED1 Ancnom @ 3•Mat.o.o.I(2)x.s AnDIe alga 1(FIp.3Y• 7w I. ins tSee ea4°Iba 56°me wA 78.°roa 74e I. eeo I. leez 9n. e9x Ibt ae51. 1+20 914 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arch-Q 0.45•Min.O.C.I U-aIN in10.125•Alum.(Fig.4): WA A WAWA WA WA NIA WA WA WA WA NIACAPACITY WHICH MAY BE USED TO QUALIFY 7 AMhor I F-aip(Fg.5): 1051. 5" 145 nN "1 Im 1101. 1771. 3701. 1111. 3321. 4791. 1701. 221 I. 2w Us ADDITIONAL ANCHOR OPTIONS FROM THE x AMltas 1.15'MIn.O.CJ FLIP(Fig.6): 2401ba A WA NIA WA 7w IDs WA N/A WA WA WA 341 ka 4121. 560 Ru ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. r•RODUCT REVISED FIGURE 1:- FIGURE 2: TABLE NOTES: w complying with M Florkb �- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Code • . 1.000• Acceptance Nod -ovaD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � 4 Expiration Dale • ( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I BY FIGURE 3: I M*tftl •• 001, • • •3 M LLI N AM�'I��Q�1ULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. III I • • • SOLS BF IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' • I ( LYNN • •• • gGlJi7E�SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L ��,,\0��•••E•••.��(�,�,, ANGLE CLIP MUST BE USED IN PAIRS. • • • ••• • E375" T.•-1,\GENg�- d,Q • • • • • +)SOBSYRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED •• ••• •• •C07JCRBTE 13CaCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7t No.58705 ' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 1^X 2'X.375'MULLION - • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT _ LEAST.125^THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ••• •• •THE MA'MIMAL.#1016#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. Y AO••. Jf p 6 :• lu, • • • • • • - ... T 0 00 5 • • • • • • • • •• • • ••• •• ••• ••• A.LYNNM iER.P.E. FL P,E.#58705 11th • • • • 11th • � • • • 11th • • • • • • • • • • • • • •• •• • • • •• •• 11th • • • 11th • • TABLE 3A Mullion Capacity Table Ibalfe Opening 1Mdth(tor v911ic8*sPff" mUII0114)or Opening Haight(for horizonlely-sparrirtp millions) �W�1 SOIn 60 In 701n 00 In 901n 100 in 1201n 1401n 1001. 5T2 O 1x2.76X Reclerqular rap7Trlerg. Raclenpler Troplydeng. Reclangdr TreplTlan9• Reele.Ow Rap7Tdanµ Reolengulr Trep/itlrq. Racten9uler Tr."s9. Ra4twgAr TIep1Than9. Rectangular TmpTntin9. Reetangwar Tap/rden9. Sjd W Loadn9 Lowing Lmdng WndnB L dig ¢a¢LoWngg yfatLmdw 'gaaLaang LaMg ALosA'nig Loadng Loading lne6�Ls$p 'a4$Loadng Lmdng Lwdn9 ya3L.&dw ya$Lmdng cx U -.37T bens $., $,. '$ .. d 6^ t7 rS c� 6^ ^, $fill 6^ 6 JIll 0 aS^ .g m LL Mullion d 3 $ cS E �. 1 1 N g z ^A, � 42N 170.0 820 170.0 IJS 170.0 714 170.0 478 170.0 068 170.0 508 170.0 992 170.0 519 170.0 11tH 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 521 127.5 1301 170.0 621 117.6 1301 170.0 621 O W 48 709 170.0 524 170.0 eso 170.0 15U 992 170.0 830 170.0 1133 170.0 661 151.8 1139 170.0 877 iWA 1130 170.0 680 113.9 1139 170.0 deo 97.6 1139 170.0 ee0 611 1139 170.0 680 50.825117 170.0 717 170.0 563 170.0 e9e 170.01032 170.0 661 148.8 1032 170.0 723 130.5 1032 170.0 TO 117.4 1032 170.0 760 97.9 1032 170.8 758 83.9 1032 170.0 758 73.4 ton 170.0 756 )$ W34h 787 170.0 e12 161.1 007 170.0907 164.7 730 120.9 907 152.5 720 107.5 007 145.0 714 96.8 007 141.1 710 80.0 907 140.0 709 69.1 907 140.0 709 60.5 BOT 140.0 700 m LU 0O795 101.0 625 117.8 735 130.3 735 110.0 699 88.2 735 106.2 590 70.4 735 99.6 663 70.6 735 95.1 578 50.6 735 01.0 574 50.4 nS 91.0 674 44.1 738 91.6 674 J { 63 N 121.9 808 130.01 670 101.6 an 111.6 657 87.0 666 99.9 517 76.2 We 90.1 638 67.7 668 83.9 531 60.9 666 79.8 528 50.0 668 76.8 621 43.5 dee 75.6 621 36.1 886 75.6 621 401 66N 706.0 607 1724 522 86.3 OCT 88.1 311 75.7 7 85.0 501 65.2 eo7 77.1 493 56.9 607 MA 4116 63.0 807 87.8 481 41.2 801 W.! 476 17.9 607 82.7 471 37.1 807 02.7 174 Z W o 72N 81.6 510 84.0 441 86.0 510 7J.0 /N 10 64.3 428 31.0 510 67.9 419 15.4 510 53.3 413 40.8 610 50.0 405 34.0 510 45.9 402 20.2 510 44.4 399 25.5 510 M.3 399 �' J Z 7 78 N 69.4 458 72.6 400 57.8 458 81.7 392 49.8 58 54.1 385 43.4 438 48.8 378 35.6 45a 44.6 373 3/.7 45a 41.8 365 28.9 458 37.7 M2 24.6 458 36.0 359 21.7 455 35.7 3Se J J g Q 78 in 64.2 135 87.0 381 53.6 435 68.6 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.8 355 32.1 433 38.1 351 20.0 436 71.4 344 ?2.11 115 12.6 3/1 20.1 135 12.2 340 F, 2 Z Q O 90 In 41.8 321 43.1 290 34.8 127 36.1 263 29.9 327 31.5 280 26.1 ]27 28.1 275 23.2 327 25.7 271 20.8 127 23.7 288 17.4 n7 21.0 282 11.9 �7 191 260 a n pZ OOCC 96N 1{.1 387 35.4 237 211.7 287 29.0 252 C1 ww 24.8 287 20.0 246 21.5 287 23.1 241 18.1 287 20.9 240 17.2 287 19.3 277 1{.{ 2117 16.9 2n , X dj S�ao 105 In 24.2 727 24.7 205 20.2 227 20.8 201 17.3 227 te.0 1911 227 18.0 195 LO _ Ill In 22.3 213 22.7 191 18.8 215 19.1 1111 15.0 215 18.8 1811 N N `1 F N 1201n 17.8 184 17.8 187 U x a 0 0 TABLE 311 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0_ Z�fj)O (n Anchor Capacity Table Iba ANCHOR CAP.,,o,,,,,, SrAxlmle: 2.7k Cwmle 3.Sk Com. NaowGlu Feed CMU vT Wood MH01 (D ue)X( )=ANCHOR CAP.,,, �. 0 0_ 5'10 Eko 114•SS Eko Site•Elco 114•SS Eko 410 S+ael 912 Slmi 012 Sled MULLION CAP.,,,,,,, Arclwr Type: 3/16'Eko Ullreom 111'Ebo Uerecm l9Vacm 116•EI..UIUmm 114•Eko Ubecm Ag920a1a U6mom Agg GC. So"(GS)Screw(GS) Suety(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns Edge palance(N): r 2-ifY +. 2-12 3•ve• r z-1/7 r z-trr 7 3418' 7 0.46• 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDINGTO AN Embedment(N 1.7/4' 1.311' 1•Y4' 1x11' 7 1-114' 1Na• 1-1/P 1-114• 1-114' 7.114• 7 1.3/6• tam• wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhas®4.75'MN.O.C.I SIarMrd or 086N pip(ft.1J: 390 ba 380 bt 150 ba 8 bt 1&/bo 2TO IW 2BD lbs 3N ba 740 ba 37/140' 884Ibs 840 bs 341 ba 442106 660tH OPENING,WHEN IT IS LOWER THAN THE MU-LION 4 Anchm 0-1.1 r Min.O.C.I StandeM(or08ae0Cep(Fq.4 4e0 eu 700lb$ WA WA WA 380 lbs WA WA WA WA NIA_ 662140' des Iba neo bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AnohOra®3'Min.O.C./(2)205 Angb C11pa/(FW-3): 780140' 700 ba 800 bs 1580Iw 1896 bs 540 bo 560 IM WA 780 ba 748 lbs 880Iba 1992IM 862 M B8S Iba 1120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchor®045'MN.O.C.r U-pb.Into.125'Aaan.(Ftp.4): WA WA NIA WA WA WA WA WA WA WA WA WA NIA 715400 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FL9p tFly.5): 19518' 1851408 225 8m AAS ba 022 ba 135 ba 140 The 177 ba 370lb0 1B71ba 3321De 473140' 170 ba 221 Iba leo be ADDffIONAL ANCHOR OPTIONS FROM THE 2 Anc7ars®1.15'MN. 240!± ]50 ba WA WA WA WA 1901ba WA WA WA WA WA 341 Iba 4 2Iha 5801400 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED az mrnplymgwilh the Fib" Building Code 6�0.�8• Acceparlm No FIGURE 1: FIGURE 2: TABLE NOTES: -+1 1.000' r B>1Diralion Da��Uas�E2021 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. MJ ct l�� • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 Produ •• ••• • • • • • •• • • • • • • • �LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � LYNr\i l��i/ FIGURE 3: • • • • • 2.750' �\... C i� • •• • • • ••31 MULNIN AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �. t,IGENSF ,•r J '. • • • • •IMP • • • LF•SBE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGC'• _ �_ •• ••• • • • URESJ G87G5 SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'' •�i Mo. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - - CON RETE LOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED .375' ;.O (� Q 1/ R= FIGURE 4: FIGURES: FIGURE • •• • yy (' j HERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125" -� SI [�6OF C •:•• / - - • • • • • • THrK.SJE TUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT %Ui[`'•. T •�' • • •• • • l•S 1'X2.75'X.375'MULLION .!'LOR10y;. ` LEg6T.1 xi"T4MICK AND 436.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �LS .....•• • • • • • • THM MATERIA!.#108:#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �� ••• • • • • • /�!4 a ER,P.E. FL P' 58705 Or • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE 4A ® � M dllan r-olty Table IbsAt' Opening Width(for vergeSI -sperrirpmLMIons)orOpeningHetght(forhwOd it 701. ^ 50 in BO In 701n BON 90 1. 1001n 120N 140 In ISO h O RZI.- l• Trapridarg. Redenpdar TrWTdanp. RxtmO.da 7ne lang. Reclanprlar TrWM..g. Reclmpdar T WTd.V. Radanpdar Tnp'MvV. Redan9ula TrepTdan9. Reotargiler TrLwdng Rxtmnq hL"denO- 0 w 1 x 2.76 X Loadag LoadI10 Loadn9 Loadlg Loading Loadrg Lowing Loading Loadn9 LoMn9 Loadnp Loading Loadrg LoadnO Ladnp Loadn9 Laadnp Loadn9 eY U .660 Alum. gg '$ pg _ g _ Tubs B�. R �. U� cS� �. t � 38 �. �. �, �� N Mullion uq � m � 11 ,i fin ili4� {� b. h� �� ug E � 1s� �� § 8 � bS fn00L W J W 42 h 170.0 610 170.0 435 170.0 744 170.0 47e 170.0 806 170.0 5011 110.0 902 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 621_L!!!:0 14M 170.0 521 158.7 1020 170.0 521 138.8 1820 170.0 521 J W 7 = 48N 170.0 7011 170.0 524 170.0 .50 170.0 581 170.0 092 170.0 030 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1417 170.0 980 1{1.7 1117 170.0 080 121.5 1117 170.0 660 106.3 1117 170.0 6.0 a, 50.025tn 170.0 747 170.0 583 170.0 808 170.0 031 170.0 1040 170.0 68! 170.0 1+95 170.0 721 1.2.8 1200 170.0 7/7 1/6.3 1288 170.0 758 121.0 1286 170.0 758 101.3 1200 170.0 758 01.4 1288 170.0 758 O 541. 170.0 707 170.0 812 170.0 056 170.0 691 170.0 1118 170.0 751 150.7 1130 170.0 .03 133.9 1130 170.0 817 120.8 11]0 170,0 .56 100.5 1130 170.0 081 00.1 1130 170.0 801 75.3 1130 170.0 061 6091 170.0 065 170.0 701 148.5 915 102.3 701 125.3 915 141.5 746 109.0 015 112.3 715 07.0 015 12].9 726 07.9 915 11e.5 720 71.2 916 114.! 715 82.e 013 111.4 715 51.9 015 114.4 715 J 63 in 151.a 530 161.9 1 710 128.6 830 138.9 594 108.5 030 123.2 607 1 94.0 830 1112.21 870 184.4 830 10{.6 862 75.0 830 DB.1 850 83.3 810 91.5 819 51.2 830 91.1 840 17.4 830 91.1 819 z W �• 881n 1132.1 767 140.0 850 110.0 757 119.6 1118 01.3 75 105.9 821 82.. 757 06.1 614 71A 757 69.1 60. 68.0 757 81.2 600 65.0 767 78.0 597 47.2 737 7..2 591 41.3 767 7.Z 591 ? J W i � 721n 10+.7 838 100.6 552 84.8 876 01.0 510 j 7 80.1 530 6].. 838 72.2 521 58.5 838 86.5 514 50.9 B]. 82.3 508 42.1 638 57.2 500 b.3 038 55.3 497 31.8 678 4 Z 7 78 h 68.5 571 90.4 {98 72.1 571 70.6 488 STI 67.4 479 54.1 571 00.6 471 18.0 571 65.6 461 43.2 571 51.8 459 30.0 571 448 4 17.0 {51 30.0 571 . N 21.0 571 44.5 446 Q -q Pzz H Q 78 N 60.0 512 01.4 474 66.7 542 70.. !.5 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 M2 40.0 542 47.5 437 33.3 542 120 429 211.6 $42 40.0 425 25.0 542 40.1 423 ir7 Z c o 00 h 52.1 407 53.7 301 43.4 407 IS4 355 37.2 407 30.8 349 32.5 107 35.3 343 28.0 407 12.1 178 28.0 107 29.6 331 21.7 107 x0.7 327 10.0 407 2l.1 322 16.3 /07 21.0 310 y cc X � 96 h 42.9 3% 44.1 320 35A 358 31.2 311 30.7 350 32.4 309 20.8 3% 28.6 304 23.8 358 26.1 300 21.5 358 24,0 206 17.9 35e 21.0 280 15.3 158 18.2 284 W 'n 106N 30.1 280 30.5 255 25.1 2.3 25.0 251 21.5 261 22.5 247 1S.0 283 19.0 244 10.7 283 18.0 240 16.1 203 16.5 277 Q, n Y Y 111 N 27.8 287 28.7 242 23.1 281 21.6 x3. 19.6 207 20.6 215 17s 267 101 2]1 is.4 287 10.5 226 V x Q O O AL 120 in 22.0 229 22.3 209 16.3 220 78.6 205 15.7 220 16.2 202 Q ' Z TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: €0. � Anchor Ca ecl T.ble b6 ANCHOR CAP.,,,,,,,,,,, [;�� 3or Conn. HoOow CMU Fled CMU PT Wood Me1e1 (DP,n)X ANCHOR CAP.,,,MULLION CAP.,,,,,,,,..`UIVEko 174'SS Eko 5/16'Eloo 1N•SS Eko N10 SIeN 012 Sled 012 SledArrlar Typenreem UlVecan 3/18'Eko Ulvxm 1N'Eko Ulbacm A'W.Galar llllncm AQW.00lm Score(05)Saraw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Anchor Clip Pattems CAPACITY REQUIRED'CORRESPONDING TO AN x.lfr 3-08' t" 2-17Y' 1' 2-1? r 311e• r o.4e• os/• 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedment(In): 1-314• 11/4• 1•x1 -114• 1 1.1/4' 1 1.114' 1 1-1/4" 1 I-1/4• 1'114' r I-ya I rare• iaile° OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchaa®4.75'MIn.O.C.13NMrd or Olhd OID IFq.+): 390 9% 990 au /50Ibe 8901be +814104 270 os 290 Its 354 ka 740 ks 171 ae 884 1011 won. 311 Ib4 4121be i 60 l2a CAPACITY FROM THE TABLE OF THE SELECTED /Annan®LIT Min.O.C./SIeMeM(a O9aen C9p(Fq.2): 180 M Tao lee WA WA WA WA Je01be WA 6 WA WA WA -V2 Fibs 1120 bs MULLION.T WILL YIELD A MINIMUM ANCHOR 4 Ancrue 1 3'Min.O.C./nd 2x5 Anpkpapa/(Fq.3): 780 ae 7001bs 880 ke 15601be 18901bs 340 ke 5801be WA 7601. 7481be sWIba 799210, 652 ba 1120 M 2 Aratan®0.45'Min.O.C./UCIIp,Inlo.125'Akm.(Fq.q: WA WA WA WA WA WA WA WA WA WA WA WA WA 713 Na ADDITIONAL ANCHOR OPTIONS FROMCAPACITY WHICH MAY BE USED TO THE QUALIFY 1 Anda,/F-1)(Fq.57 19511. 195 kc 225M 445 an 622 Mu 135 as 140 lb. 1771De 370 ao 1011be 7321be 473 9xi 170 M 221104 200Iha ANCHOR CAPACITY TABLE. 2 Archon®1.15'Mh.O.Cl F131p(Fq.O): 2/0 be 350 Na WA WA WA WA /901be WA WA WA N/A WA 341 Iba 142104 580 be PRODUCT RBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. a complying with 0o Flbrid0 Building Code .C'L1�1.0.4 Acceptance No Qp1) FIGURE 1: FIGURE 2: TABLE NOTES: ---1 1.000- r Bxp°at'on Dale / 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M"'InA •• ••• • • • tj LIREAR M}ERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • �1 ,. �1�s N;F •.F� FIGURE 3: • • • ZLLIE AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' P • • • •• • WOLGS TO BGORILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _is NO.58705 W •• ••• • • GURES"OW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 850" :.•U••.�'w $ l� O- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED .1 '0 •. v(l 1�J FIGURE 4: FIGURE 5: FIGURE Q YELI j OSOUTyERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" U STAT-of zt/` •...•:• ••• •••- THICKaSTEEY STYDS TO BE A MINIMUM GRADE 33 AND.045'.THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT '� '•.,FCORIOIt (j • • •• • • LEAST0125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75"X..SP MULLION ' 1S� , "•••• \\ • • • • • • fHE MRTERIRL.fA0&#'12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. OtJA� ••• • • • • • A.LYNN MILLER,P.E. FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• • • TABLE 5A � Mullion Capacity 7abte balR' ® _ Opening Width(for verticaly-sparring m ilions)or Opening Hdght(for hodzorta"arnirg mUGons) 501n 60 in 70 In 80 N 90 in 1 100 in 1 120 N 1401n look. S2 O Recten0ular Tre"anq. Rxtenptar 'POPManq. Reclen90 1Fep'iNenp. Reolengllm TwffdanO. ReolerpJa Trapr9lenq. Reclenpler TreN01an0. RKMpuler 7reprOtenO. Reepngl6ar TWndanq. Reeleoguler Trto dmq. O 1"%3.126"% L0adn9 Loafing Ladnq Lowing LoednO Loadn Lcadnq Lwdn9 Loadnq Lowing Loadnq Loednq Loadrl9 Loadnq Lowing Loafing LoWng lAedtp oY 'E .500"Alum g s p a u a n Tube Mun ,I Ell al U) A �B �. � i ppp$$�. g ••ypgg&&•�. gg gg Yg Ly$� g ��. �. g l - �. rne W 421n 170.0 820 170.0 435 170.0 711 1 170.0 478 1700 886 170.0 508 1 170.0 902 170.0 510 170.0 1116 170.0 521 170.01 1240 170.0 521 170.0 1485 170.0 621 1 J70.01 1735 1 170.0 521 164.4 1502 170.0 521 J W 48 In 170.0 700 170.0 521 170.0 850 170.0 504 1 170.0.902 170.0 030 170.0 1133 170.0 081 170.0 1275 170.0 677 170.0 1417 170.0 Geo 157.7 1577 170.0 680 135.1 1677 170.0 880 116.2 1577 170.0 850 _ a$ U) 50.6251n 170.0 717 170.0 587 170.0 806 170.0 831 170.0 1048 170.0 861 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1194 170.0 758 111.7 1495 170.0 756 121.5 1495 170.0 758 108.3 1195 170.0 756 W o 8 541n 170.0 797 170.0 612 170.0 956 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 650 124A 1401 170.0 861 108.0 1401 170,0 881 93.4 4401 170.0 861 ivy 00 In 170.0 Sea 170.0 701 170.0 1083 170.0 797 158.5 1158 170.0 878 138.7 1156 167.0 On 123.1 1158 158.6 917 111.0 1158 149.7 910 92.5 1156 144.5 903 70.3 1158 144.5 003 89.4 1158 144.5 003 J 831n 170.0 910 170.0 715 159.0 1049 170.0 050 137.0 1049 155.5 580 119.8 1019 141.7 040 108.5 1019 132.0 018 95.9 1019 125.5 6x5 70.9 1049 710.7 620 88.5 1019 110.9 019 59.P 1049 115.9 610 ee In 168.8 955 170.0 780 138.0 955 +51.3 SO4 110.1 055 133.7 788 104.2 965 121.4 775 Me 955 112.6 785 83.4 955 108.4 757 e0.5 055 90.8 740 60.8 955 98.7 740 52.1 055 00.7 746 ? aW j 72M 1x8.5 BW 134.9 897 107.0 603 111.9 882 91.0 603 101.1 870 80.3 003 91.2 659 71.4t 83.9 849 81.2 aw 78.6 842 53.6 003 72.2 672 45.9 503 69.9 828 40.1 803 09.7 627 J& $6R Z Y701n 109.2 721 ILLI 020 91.0 721 07.0 818 78.0 721 65,1 605 08.3 721 78.5 695 80.7 70.1 See 54.0 721 65A 579 45.5 721 59.1 500 39.0 721 68.8 561 34.1 721 58.1 663 Q J V 761n 101.0 684 105.4 599 81.2 801 09.4 5117 72.2 684 78.4 578 83.1 684 70.4 557 56,1 64.4 556 50.6 684 59.9 557 42.1 861 54.1 541 35.1 664 51.3 538 31.6 as 50.6 534 1-- Z Q N O 00 N. 65.9 614 67.0 45a 54.8 514 57.3 448 47.0 611 50.0 440 N.1 514 44.5 433 30.5 40.6 427 32.9 514 37.3 421 27.4 611 33.0 112 23.6 6U 30.4 100 20.6 614 29.0 403 Ha-, Z Cgoin 54.2 452 $5.7 404 45.2 452 47.0 390 38.7 452 40.0 300 33.9 462 36.4 364 30.1 32.9 375 27.1 ISx 70,3 373 n.0 45x 28.0 385 19A 452 212 359 10.0 452 22.6 355 Ln106 N36.1 35736.9 322 31.7 357 32.7 317 27.2 357 28A 312 23.8 357 25.2 308 21.1 227 303 19.0 337 20.8 290 15.9 357 18.0 203 13.8 357 162 267 11.0 367 15.0 207 W N Y Y 1111n 35.1 3b 35.8 700 29.2 336 30.1 301 25.0 338 28.1 298 21.0 738 23.1 292 19.5 318 20.8 266 17.5 336 19.0 2G 14.6 336 16.5 x78 12.5 936 11.0 273 11.0 330 13.6 289 M rn (n 1201n 27.7 269 28.2 263 n.t 289 23.7 258 1P.8 289 x0.5 z58 17.3 2be 16.1 x52 15.4 289 18.1 249 13.0 269 14.11 248 11.6 x69 12.6 210 0.9 259 11.4 276 8.7 280 10.1 23z UQ X Q 0. 0 tt� Z rq TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: Q m0 v,Q AnehorCe Oel Teble Iba ANCHOR CAP.,,",,,,,, �m� Sub6bale 2.7k CorcrOe 35k Cone. Mc6ow CMU Flletl CMU PTWobd Metal (DP)X( >=ANCHORCAP.,,, S �°� � at6•Elco v4.89Eto a16'Eto mrsseco 910Ste6 4M29teel NQ Steel MULLIONCAP.,a,,.,, AoehOrCllp Pettemt Ancha Type Y16•Elcolntmw 114'EtotjKmcon UNaca1 9110 Elco UOram 1f1'EtoUArdcon AggreGator Ueracm AggmGalar Semv(05)Scre9(G5) Scr (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 01513Me Onk 1• 2.112' 1• 2-112 3-1/v v 2-v2' 1• 2-112 7 3-118' 2 0.46' D.N oazr CAPACITY REQUIRED'CORRESPONDING TO AN Fmbednmt n ta/4• 13'4' 1014' 1.3x4• Y 1-v1' +-vr 1-111' 1-v1• 1-714• 1-+/4• T 1.316' 1sT vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amnon®4.75 6Nrt O.C./Startled Gomel CSp pt¢1k 90D Ibs 300111 d50 ms 690 en 16"Ibs x70 An leo Yn 3u to 7401D6 3741D6 661 a>s 9+9156 9lt As 412 rm 660 Ea OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arenas®1.15•Mh O.C./SI.1mN(a Olael)Cap(Fl¢x7 48D bs 70D ms N/A WA N/A NIA 380 be NIA WA NIA WA WA 682 Ds 1185 ee 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arcron 33-MN.o.C./(q 2-1IV -'CIIq 1117¢37 leo Ds 760 ms mo me 15m°' 1ea61os 510 Ds SW V. Nu 780116 74e ws eeo los +69¢le6 6e26x ee6 9a ++20106 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anc1101!00.45•MN.O.C.I UCop,mlo.125 Alum.f�4 4) N/A WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 1079100 CAPACITY WHICH MAYBE USED TO QUALIFY 1 AnCh"I FZV(HO 5) 1959» 105106 225 M 445116 571 an +931D6 140 m0 177 Ds 370161 187 m1 932IDs 4730 170Ds 221 les Geo m6 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AntMn®1.+5 MIrt O.C./FCtl q.sk 210 q1 310106 NIA WA NM NIA 790106 N/A WA NIA WA WA 311 Ds 112106 56D d ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RG os c9mplyin6 wilh iW dw dro Fkaida H1.000'••i Bui"" Codc 16�/L18.0,� Acttpl�-R - """'n FIGURE 1: FIGURE2: TABLE NOTES: E 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BySEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ml11// + ••• •• ••• 2)IINVA&TERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - 3.125' FIGURE 3: • •• • • • • • •.''�,C[NSE '• 'P • •• • • • •G)NULLWN AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • •HOLES T019E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 114 �•• ••• • • •FI@UR&PSHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - NU.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '�0• y Q �- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED 1 !! L(1 FIGURE 4: FIGURE 5: FIGUR4: 000 •• • Y13LW W SOWFHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' •p 5'I.+ff= • • • -• THIt7KrQE STL UDS TO BE A MINIMUM GRADE 33 AND.045'-THICK(78 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 3.125"X.6'MULLION (1•VF MULLION) '••.�Lomo.'. �G �� - • • • •• • • LEA !.12�TFFK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ��S "•"' v\\�� • •• • • • • •THE &TE IALO#10&#12 ANCHORS INTO WOOD MAYBE STEEL,1M S.S.OR 410 S.S. •• • • • • A.LYNN MILLER,P.E. FL P-E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • an TABLEM RnR • Mullion Ca ac Tabla Ib•IR2) Opening Width(forvertiCally-SparnIng mU9On6)or Opening Height(for hodzor"lysperWrg mUllOn9) 601n 00 In 701n 40in 90In 1001. 1201n 140. _ 1601n O Reetan9uler Trep7Riarp. Reclaflpdar Trap7Tderq. Ratanpuim TreprMarg. Rectar10Wer Tnp?danp. Reaen9uhr TrWMarl9. Rectargdar Trap/Marq. Rmtenpula Trap7Tden9. Rectsn94ar Trap7Rlen9- Reclnprler 7hwTdanO• o K 1.4X.125 ws&v Lwdn9 L-Ing Loadn9 LoWn9 Loadtp loednp Leadn9 Loafing Loadnp Loadnp Laedal9 Loedrq Losdrq Ladnp Lwdnp l.oMrq Loadnp eY U Alum.Tubeui Mullion �' 3FIH �' d v1i g d N if, 11 11 0 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 8B6 170.0 0(10 170.0 902 170.0 519 170,0 1116 17.0.0 821 170.0 1210 170.0 521 170.0 1468 170.0 521 145.6 1/89 170.0 621 127.8 1488 170.0 621 J W /Bin 170.0 708 170.0 321 170.0 650 170.0 561 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 156.3 1303 170.0 660 130.3 1103 170.0 OaO 111.7 1303 170.0 880 97.7 1303 110.0 860 _ (r to en 0 60.0251n 170.0 747 170,0 583 170.0 1188 170.0 831 170.0 1016 170.0 Bal 170.0 11(15 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 768 117.1 1235 170.0 766 100.1 1235 170.0 758 er.e 1235 170.0 738 W - Q 54 N 170.0 797 170.0 812 t70.O 958 170.0 BB1 170.0 1116 170.0 TIN 164.4 1156 170.0 803 137.2 1156 170.0 637 173.5 1166 170.0 656 102.9 1166 170.0 681 003 1166 170.0 861 '773 1150 170.0 881 BO In 170.0 885 170.0 701 166.7 1012 170.0 7% 142.8 1412 761.1 632 125.1 1012 116.7 810 111.2 1042 116.8 801 100.0 1012 130.2 191 83.1 1042 123.1 782 71.5 1012 125.1 762 82.5 1012 125.1 782 1- J 831n 170.0 B30 170.0 716 151.2 992 163.8 616 129.8 992 144.4 709 113.1 992 111.0 782 100.6 992 121.4 788 90.7 992 111.0 758 75.6 992 108.4 745 64.8 992 108.0 7M 50.7 B92 106.0 7M s BB In .163.1 817 170.0 789 137.0 917 119.0 786 116.1 947 130.3 768 1034 947 117.7 752 91.9 947 1087 736 62.7 917 1023 727 86.8 817 95.1 71] 69.1 917 '844 711 51.7 917 91.0 711 Z V c 721n 133.8 849 112.7 737 1133 819 121.6 722 97.0 849 100.0 708 64.9 BIB 96.4 696 75.6 B/9 80.7 886 87.9 810 62.7 075 58.6 049 76.3 859 40.6 849 72.6 852 42.6 619 72.4 631 a if 11 W s Z 761n 115.5 762 120.7 685 08.3 762 102.fi 852 82.6 7B2 90.0 MO 72.2 762 80.9 829 843 762 74.2 820 117.6 762 69.2 613 18.1 782 62.8 602 I1.a 762 b9.9 5% 36.1 702 694 695 Q J X 76 In 108.9 724 111.1 634 69.0 724 91.6 621 76.3 721 82.9 609 88.0 721 74./ 699 59.1 724 68.1 591 53.4 724 83.4 603 11,6 721 67.1 671 38.2 724 61.1 6177 33.1 721 87.5 665 F.. j Q N o 901n 89.8 541 71.8 1B1 68.0 SIJ 80.7 171 48.7 613 62.9 468 /J.5 513 47.1 /5B 38.6 543 42,6 452 3/.e 1411 09.6 40 29.0 643 1/.9 138 24.6 343 32.7 430 21.7 513 30,7 128 Q Z F .. 00 p 981n 57.3 478 58.9 427 47.8 478 19.7 419 40.9 170 43.2 412 15.8 470 38.5 108 31.8 476 14.8 100 28.7 176 32.0 395 27.9 178 20.1 106 20.5 476 25.8 3140 17.8 476 14.2 378 N N $O � 108 In 40.3 177 11.1 341 33.6 777 31.8 33! 28.6 777 30.0 330 25.2 377 28.6 325 22.4 377 24.0 121 20.1 377 71.0 317 16.8 377 18.0 110 144 377 17.1 301 W X, S_ 111 h 17.1 157 37.8 323 30.9 357 31.0 115 28.5 357 27.6 313 23.2 357 24741- -..T31777 22.0 JOS 16.5 351 20.1 SOt 164 J5T fftt 120 in 29.1 308 29.8 779 245 308 13.1 214 21-0 JOe 21.7 270 111.3 300 1.2 207 19.3 108 17.1 283 V x Q Q 0 144 In 17.0 212 17.2 165 9 ^ ANCHOR CAPACITY ADJUSTMENT FORMULA: Zm� TABLE 6B Anchor Caoseltv Table Ibe ANCHOR CAP.,,,",•„ ANCHOR CAP-,,, ' Su.tmte: 27k Ca.refa 3.5k Cane. HoaowCMU Fled CMU PT Wbod Meiei (DF;,,)X MULLION CAP -) Jn 611V Eko 71.'33 Eko 5/18'Eloo 114'93 Elco 910 51.61 912 Steel #t23led Andra Type: 3/18'Eko Uluacon 111'Eko Uluacm Vluaeon 1116'Eko Ultracon 774•Eko Macon A.nIo'or Illlracon A9praGMa Scnnv(G5)Sc"(G5) Screw(G5) USE THIS FORMULA.TO OBTAIN THE"ANCHOR Anchor Clip Patterns Edge Dislence On): t' 2-In' r 2.11r 3-tre• r 2.1rr r 2.1n• r sve' 2• 048' 0.51' 0.324' CAPACITY REQUIRED'CORRESPONDING T O AN Embedrnmt(In): 1.3/4' 1-J/I' 1.1/4" 1-314' 7 1.111' 1-114, 1.174, 1.1/4' 1-114, 1.1f/' 2' 1618' 1Jre' taloa ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancl+a.®4.75'MN.O.C.I Slentlerd a0fhel CNp(Fq.162)' 790 M 3901. 45006 090Ibe 18/4 lbs 2701. 2801N 354 aro 710 Ab 374 1b. 6641bs 94606 341 9a 44211n 5801bs OPENING,WHEN IT IS LOWER THAN THE MULLION 1 Anctlora®2.25 MN.O.C.I Slendad(a OBseq Crap(Fq.361. 700 0a. Tao roe Sao w1 14101. 952 011 WA SBO 11. WA 630 w. wA 61101. WA see Iba 11851ba 1120 as CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anohae®1.18 Mn.G.C.l Stallard(a 01het)Cllp(Fq./k 90006 14001. WA WA WA WA 7601. WA WA WA WA WA 1303011 17701. !11W420DIbs 1. MULLION.IT WILL YIELD A MINIMUM ANCHOR 1 AroMrs 3'Mirt O.C.7(2)h5 An9b Caps/(Fig-5): 780 0s leo 0a BBO 11. 15801. tees 0s 519 8x_ 5110 IN WA Teo•a TIB(. 8801. taez Iba 11112 w 1165 IN CAPACITY W HICH MAY BE USED TO QUALIFY 6 A.Ws®Y Mtn.O.C.I R)2.5 An9k Crips I(Fq.6Y 11701. 11701. 1020 IN 23401. 2644 ka B10 011 6101. WA 11401. 1122 m 1320 mn 29361. 1022 011 13271. 0a' ADDITIONAL ANCHOR OPTIONS FROM THE 4 AnchoraQ0.45'Mn.O.C./UC6p,lnlo.125'Alum.(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA •. ANCHOR CAPACITY TABS. PROOUCTREVISED Cl FQV L1.9.BT. 350b. 3501. 29006 7050. 47805 WA 2B01N WA 1150n WA /4006 WA 3e 1b. 1121. 1. as mmplyin8 with We FlOri& Fttq(Fb 9T 480 Wa 700105 WA WA WA WA JBOIN WA NIA WA 8B2 01 883 IN10. 1,000• Building Code'�b.L1$.O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I` Acttptmlcc NI J E.pI Ii 0n Dg1.By QQ�( TABLE NOTES: Mimi dottho�i5(�a�o1r/BI7 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES FIGURES: •.0 SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • ••j + • •• 00 SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `` ��p�-',. •••••.,��((�'�i� • • • •• 02)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. it •• • EXACTN CLIPS SHOWN ARE NOT TO SCALE.FOR 4.000" No.56705 '. • • • •♦ • •• • •• S 21-23.HOLE TOM ELDION RIL EDDIN THE FIELD FOLLOWING DIMENSIONAL RESTRIICTIONS SHOWN ON SHEETS 2`1-23.FIGURES SHOW ',• �' !FIGURE5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;-�� a-••• q SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '� - STAT ' �� '. �. • •- -• • • • ETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW •125"UiERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125'THICK.STEELfN UJ TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK �/ QN�t1N,, ` ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PA S• • •• ••• • AN@ A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1'X 4-X.128 A.LYNN MILLER,P.E. #12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A + Mullion Capacity Table Iba7R2 ® V! Opening Width(for varticaly-sparring mullions)or Opening Height(for h0d7AMaby-spamirlg mulRors) y�ett 50 In do h 701n eo N 90 in 100 in 1201n 140 in 1801n 7f'd LLO 1%4X.976 Rectanguar TrapRdenp. Rectangular Trapr7danq. Reelenpular Tnp7fdsn0. ReclanDllar hap7Rlenp. Redsrprdar T.Ondang. Rectangular Trepllaan9. Rectangular hep/Tdmp. ReatriWer Trep79brq• Pact Loading hLoading• p d U Loading Loading Losdnp lowing lnedrp np Loeenapg Lowing (oad'ng0 14rading Loading 'Leading •ttpL•LoodinnnGg Loading �(Loadnp Leading ya$Load'rng6q Tali LadinWading ar EAIuQ^TubeiFi ' 0 0 0Mullion C/) � LU W 421n 170.0 820 170.0 4J5 170.0 71{ 170.0 478 170.0 689 170.0 308 170.0 992 170.0 519 170.0 1118 170,0 521 170.0 7240 170.0 521 170.0 1468 170.0 621 170.0 1735 170.0 1121 170.0 1903 170,0 1421 J W J z 04 40 In 170.0 709 170.0 6T! 170.0 550 770.0 664 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 7276 170.0 677 170.0 1417 /70.0 680 170.0 .1700 170.0 860 170.0 1957 170.0 860 JID 170.0 86050.6251n 170.0 747 170.0 687 170.0 606 170.0 831 170.0 1016 170.0 654 170.0 1195 170.0 TTS 170.0 1343 170.0170.0 1194 170.0 756 770.0 1793 170.0 766 156.0 1919 170.0 736 170.0 755 5 p 0 ;5641n 170.0 797 170.0 612 170.0 958 170.0 601 170.0 1116 170,0 754, 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 668 169.9 1799 170.0 eel 137.1 1798 170.0 661 170.0 661 111Win 170.0 885 170.0 701 170A 1063 170.0 797 170.0 1240 170.0 676 170.0 1417 170.0 944 170.0 1594 170.0 996 155.6 1819 170.0 1033 120.6 1618 170.0 1083 111.0 1619 170.0 1053 170A 1087631n 170.0 930 170.0 74S 170.0 1116 170.0 850 170.0 1302 170.0 940 170,0 1458 170.0 1015 158.7 1642 170.0 107a 141.0 1542 110.0 1122 117.5 1542 160.5 1156 100.7 1542 167.9 1167 107.9 1157 Bfi In 170.0074 170.0 769 170.0 1169 170.0 903 170.0 1384 170.0 1002 160.6 1412 170.0 1086 142.8 1472 168.8 1145 123.5 1472 150.5 1130 107.1 1472 141.0 1105 91.6 1472 145.0 1104 2 148.0 1104 Z 721n 170.0 7087 170.0 876 170.0 1275 170.0 1009 150.3 1J20166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1018 88.0 1320 117.0 1024 ]5.{ 1320 112.6 1013 0 112.5 1012 Q. Z 3 781n 170.0 1122 170.0 837 149A 118! 159.4 1013 120.2 1164 139,9 991 112.2 1161 125.7 978 99.7 1184 115.3 964 69.6 1154 107.5 952 74.6 1154 97.6 935 84.1 1164 03,1 927 5Qs 1164 92.3 925 Q J a' 7E 791n 16&1 1121 170.0 967 138.4 1124 147.0 985 115.8 112! 128.8 947 103.3 1124 115.5 931 92.3 1124 105.6 916 $3.0 1124 90.5 906 89.2 11?A BB.O 690 59.3 1134 64.3 591 31.9 1124 93.2 673 F- j Q o 801n 106.1 &4 111.6 750 90.1 644 T49.5495 77.2 84! 52.1 724 87.8 &4 73.7 712 60.1 3!4 88.5 702 54.0 644 61.4 693 45.0 644 512 876 76.6 844 50.0 888 33.6 914 47.7 352 Q Z04 O fn Le) R eO g� 96 In BB.1 742 91.6 687 71.2 742 83.8 742 fi7.2 611 36.7 742 59.6 531 49.5 742 64.1 622 44.6 7@ 49.6 814 57.1 712 43.8 800 J1.6 742 79.6 890 27.6 742 37.6 684 J. 3 108In 62.8 638 63.9 530 52.1 568 14.7 586 46.8 51J 39.1 666 41.1 505 74.3 666 37.3 196 J1.3 558 74.2 402 28.1 630 29.8 161 227 536 26.8 !72 18.5 5615 24,7 166 o' 1111n 57.6 535 611.3 503 IB,O 555 11.2 55512.9 187 36.0 655 b.0 460 72.0 555 34.2 473 26.9 555 31.7 467 24.0 555 27.1 457 20.6 555 24.3 443 Ito 555 22.4 442 � � U) 1201n IS.6 475 48.4 433 79.0 476 72.8 !75 37.7 420 26.6 475 29.6 414 25.3 475 26.6 409 22.6 475 24.6 404 19.0 476 21.1 395 10.3 475 . 11.J 47517.2 361 U x Q Q144In 28.4 330 25.7 305 22.0 370 16A 330 19.7 207 18.6 3J0 17.0 293 D_ � �,(p� TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: g0 1 Anchor Coo Itv Tabic(lbs) ANC HORCAP.,e,,,,, ANCHORCAP.- E Substrate: 2.7k Camuela HoloW CMU F•ed CMU PT Wood Melel (DP„)X\MLLION .,„,,1/PSSElco5115-Elco 1/4'63 Eko 610 Sted 912 Steel 812 SteelAnclue type: 3/18'Eko Ulbeean t/d'Eko Ulbacd%3.5k - 3'18'Eko Ulirecon 114'EkoUBrecan Aggree9la Uarecon AggreGtor Serew 8951 Se"(05) Screw(G5) USE THIS FORMULA TO 08TAIN THE'ANCHOR Anchor Cllp PaHem• _AC TO AN Edge Distance(mk +' 2.170 t• x-11• 2-12' 1• 2•vY 2• 3.1/0' r o.+9• 0.51' 0.324• ACTUA PRE SURE REQUIREMENTFO G 1-314• 1-31-vr 1.114' 1-114' t•v4• t-t N' t•v4• Y ta/C +are' twin ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohon@ 4.7V Min.O.C./SlaMard or Ofhat Cup(Flop 162): 390M 390M 4501bs no[be 1644M 270 lea 2mlbe 354M 740M 371160 88/1bs 048M 31716s 442 lbs 580100 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehm B 2.25'Min.O.C.7 SIeMaM(or OlbaO Cap(Fb 3): 700 M 700 M See M 14101 W 952 M WA Seo Ibe N/A _Ibe wA 080 lbs wq ee2 M a65lbs 1120 M CAPACITY(FROM THE TABLE)OF THE SELECTED 9Anclgn®7.1Y Mh.O.C./Stendrd(orObel)C9p(Fig.4): goo 140DIb4 WA NIA WA WA 700 lbs WA WA WA WA WA 73531bs 17701bs 2210_ MULLION./TWILL YIELDA MINIMUM ANCHOR 4 Anelnn 4y 7'Min.O.C./R)205 Arg_CaMile 790 roe Teo M Me Its 75801bs 1698 M 540 Ibe Seo lb. WA 780 M 7/S IW 68010. 1692 M 682 M BBS lbs 1120 M CAPACITY WHICH MAY BE USED 70 QUALIFY BArwhora @ T Min O.C.I(2)205 AnOM Cli117Olb3 Ino Ibe 7020 M 234_Ibe 25844 M BIO M BID 1ba WA 1140Ibe 11x21Ds 1320!be 2538 M 10221m 1327 M 1880 M ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arolan®0.45'641.O.C./Uf3p,Into.125'AAWA N/A NIA NIA WA WA WA WA wA WA WA WA WA NIA 1130 M ANCHOR CAPACITY TABLE. PRODUCT RBVISED 2 Anehas®2.25'MIn.O.CI F43501W 350 M 210 M 70.5 M _Z70 be NIA 2601W WA 715 M WA 4401bs WA 341 M I121oa 5110160 as complying with du Flbridr 4AnehaaQ 1.15'Mh.O.Cl Ftlip lFg.9k d50M 700_ WA WA WA WA 380160 WA WA WA WA WA 5822. .BBS Lbs 1120_ Building Code o21$.D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.082' �-- --j 1.000' r I!pin' at 16- 2921 8 piny Date TABLE NOTES: By 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mien Dade►roduet FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIG.RE`: g%LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • »_ •t • ��` ((.YNN • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \1�*Oa'�CFFISF '!F'P •_ •l • •• •• � 3)1MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000" � R\' • • • • • 4.000" _ IJo.50705 SHEETS 21-23.HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURES: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .'• 6 / _ • •••GROt6T-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE („TOC-O� /' • • • • • • • • • • PASARE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE. '.(�,t� /'(pR10�•' �(T-: • • • • • • 60T,'LANDBEAMINIMUM OF.125'THICK.STEEL:STUDS TO BEAMINIMUMGRADE33AND.045' L .375" .375' T K•8 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL ANCHORS /1 ��I•I A,- �t� ANGLE CLIP(FIGURES 586)MUST 8E USED IN PAI • • •• ••• ••INTO&METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8#12 1"X 4'X.375'LION 1'X 4'X.375" A.L{'NIVIMIIL�`Ftt,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE BA Mullion Capacity Table Ibsf? ^� Opening 1Nldth(for verticely-spernirlp mullions)or Opening Height(for hoNzortaly-sparring mullions) lid Win 80 in 70In Win 901n 100In 1201n I401n 160fn1 26"% Rletangula hepmleg. Reolgl4er Tnp'llleng. Recl.g9ler Trap/rdg. Rxtanguler TreprMenp. Red-VAer T.PrTd.ng. ReclengWa Tnp/Oleng. Raatanguler heprrdeng. RectanpA Trep/Mag. Reclengular Th,"W9. e: K Loadng L--&V Loafing Lowing Loafing Load Loafing Laadn9 l.oedng Lowing L-Ma Laidig Looting Lowing Loafing Losdnp Lowing Loafing aY Owj 3.188"x _ _ _ F10 .265"Alum �,. £ ¢ fpfptt '7n¢S yt§ yi$• pa3 a$ D 1�1a� 1�aLLng6 Tube Mull b8 � ` o IS` 6 1f� O 8 J ` +7 �' +7 � s7 ` N z � m W 421. 170.0 620 170.0 133 170.0 744 170.0 478 170.0 658 170.0 'JOB 170.0 992 170.0 510 170.0 ilia 170.0 $21 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 161.6 1759 170.0 521 J W 46 In 170.0 706 170.0 S24 170.0 850 170.0 584 170.0 992 170.0 630 170,0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.5 1545 170.0 Bao 132.7 1548 170.0 660 118.1 1518 170.0 860 $ _ 50.625 In 170.0 747 170.0 58] 170.0 BBB 170.0 831 170.0 1048 170.0 684 170.0 1195 170.0 727 170.0 1315 170.0 747 167.0 14N 170.D 758 139.2 1488 170.0 768 110.3 1488 170.0 756 la.! 7488 170.0 T66 W 'O$ O a In 170.0 797 170.0 672 170.0 056 170.0 691 170.0 7116 170.0 764 170.0 1275 170.0 803 783.1 1178 170.0 637 146.9 1378 170,0 858 1227 1378 170.0 881 ta.e 1378 170.0 681 91.7 1J78 170.0 661 m 0 M F- Win 170.0 685 170.0 70i 170.0 10631170.0 797 156.9 1159 170.0 6711 139.0 1158 187.1 930 123.8 1168 158.8 918 111.2 1158 150.0 912 92.7 1158 144.a 905 70.1 11506 7414 903 09.5 1158 114.0 905 f- W i 631n 770.0 030 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 682 120.1 1051 1120 MB 108.7 toil 132.3 837 98.1 1051 125.7 $3D 60.1 7051 119.5 0622 66.8 10.51 119.1 621 60.0 1051 179.1 821 861n 167.1 957 770.0 769 130.3 957 151.8 805 119.! 817 13{.0 700 104.! 957 121.6 777 92.8 957 112.8 787 03.6 OS7 106.8 760 69.6 057 111" 750 69.7 957 906.9 716 522 951 86.9 718 Z J 721n 726.7 901 1352 898 107.7 ea 113.2 606 BI.B 606 101.3 871 WA 604 914 660 71.3 606 06.1 660 644 601 70.0 8/J 60.6 $% 72.3 833 16.0 806 BB.B 629 403 606 69.8 an S W Z 78 in 109.4 722 114.4 630 913 772 97.2 616 78.2 722 85.3 600 68A 722 76.7 596 WA 722 70.3 US A.7 722 65.5 560 45.8 7?2 59.8 570' 39A 722 55.7 665 34.2 722 66.2 506 in 78 In 101.2 605 106.6 800 644 BBS 69.8 586 72.3 BB5 78.5 677 63.3 665' 70.6 686 66.2 aeS 81,5 580 60.6 663 60.1 653 12.2 805 54.3 613 36.2 865 51.4 637 31.8 .863 60.7 SJB F N Q � O 901n 654 615 88.0 437 51.8 _816 57.5 449 17.1 318 60.1 411 41.2 515 N.7 431 3e.6 015 10.6 428 33.0 515 77.4 412 21.5 ism 33.1 413 23.5 513 JO.S 407 20.8 515 20.1 /a x Z N 981n 51.3 153 55.0 '406 45.3 463 47.1 397 36.6 453 41.0 391 33.9 453 38.4 385 30.2 453 33.0 379 00 27.T 437 30.1 J74 22.8 453 28.8 386 19.1 157 21.7 360 17.0 461 229 JW AO O 1081. 38.1 358 39.0 323 31.8 358 32.8 318 27.2 356 20.4 313 23.8 356 25.T 306 21.2 356 22.7 306 19.1 356 20.0 360 764 360 18.0 297 W 07 111 In 35.1 336 35.9 306 29.3 3N 30.1 301 25.1 5JB T8.1 287 22.0 336 233 297 19.5 338 20.8 2119 17.6 338 10.1 265 W to to N N 1201n 27.0 290 28.7 261 23.2 280 27.8 250 19.9 280 20.8 2506 17.4 2Po 18.2 253 15.4 290 18.4 2!9 U tV Q O O 144 1n 111.1 201 1806 lee d e-: - Z A TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.' Anchor Ce eci Table(lbs ANCHOR CAP.,,,,,,, H SuOSIraIG 27k 03rxrde 35k Conc. Hollow CMU IC SS EIU PT Wood Meld (DP,,,)X( )=ANCHOR CAP.,,. 5'16 Elco -'SS Eko 511B'Eko 1/P SS Etco 910 Steil 1)1211x4 91281x1 FORMULA AP.,,,,TA Anchor Clip Pattern* Ancbu Type 3'l e•Elco LMIMM v1-Ekouencon ullmon 3•tc Elco Unram IIP EkoUeracon AMOGOW Verxan A®IeGdor S-(G6)scr131(05) Scre9(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dstame 6n) 1• 2.117 t• 2-117 3Va• 1' 2.112' V 2-117 2 17/06 7 0.4e• OSP 9.32P CAPACITY REQUIRED'CORRESPONDING TO AN EmOMnenl n 1arP +yP ta//' 318 FW4' 7 1-114' 1.1/P 1.114' 1.7IP 1-114• 1-11r z 1 • 1.YB' v91es ACTUAL PRESSURE REQUIREMENT FOR THE 2 Moron®/.7Y 6Urt O.C./SIeroX0 a O/4et Up(Hg.1): 390 qs 300 toe a501os 800108 1611 D1 2701bs 260 06 35/IM 7/Olin 37/bs 6641bs 066 es 341 WS 442 oe 5150 906 OPENING,WHEN IT IS LOWER THAN THE MULLION Mrctxn®1.15•Min.O.C.f stalmld(n Orbd)Cep(Flg 23 IBO IDI 70010! MIA WA NIA NIA 360 068 NIA WA NIA WA WA see es 6B51ba nTo es CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amroa@ T MM.O.C.1(7)215Argb G"f(Fl99) 78D 101 780106 68D IDS +56098 180698 S/OIDS 660 r8 N/A 760106 7/8105 880 tos +e9¢ae 7s21W e65 me +1701os MULLION.IT WILL YIELD A MINIMUM ANCHOR IAncron®0.45'Min.O.C.f UCMP,Into.126•Alum(F19 4) MIA WA N/A WA NIA N/A WA NIA WA NIA WA WA NIA WA 1430 68 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcror/FLIP Ot9$ 195 bs 103 N6 2251os 446 tun 922Iba 135 Rn 14O W 177 M1 9701os 187 bs 3321ot 479 G1 770 D1 221 UM 260 ea ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancroll 01.1&M111 O.CIfCY lFl96J 210IDs 950105 N/A WA NIA N/A 100ro NIA WA N/A WA WA 341109 142 Rn 360 Iba ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Il complying with 910 Flail, Building Code tP. 6.o3 FIGURE I: FIGURE 2: t-1.250'-I AN mul lx;No TABLE NOTES: Ex irelian Date .x/1621 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mia11i o Rol6scl 111 444414 •• • • • • ••21LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� (LYNN A,, FIGURE 3: • • • • • • • • ` Tn . .:••,••• ((` • •• • ••• 03)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188" � '- &!E$ • SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS F •. S►•• ••• 0• &!0 • •*SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mu.58705 D 285" IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 0 �� '•///'� 1 L - FIGURE 4: FIGURES: FIGURE 6: •• • 0011,_BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE j 3'.- 1 L U" ! • • • • • • • 6.963- AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND - n•' F.G..... • • •• • • • ICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25"(1-1/4'V X.2 LL MULLION '�,l•`n� ( ) (7.1/4"VF MULLION) / > F • • • • • • • • PCF RS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL /)'004 10NA1- 1`� •• • • • • . •• • • • • #1006,#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.L L P.E.#58 ,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • TABLE 9A 0� Mullion Ca sally Table(IIbsfR2) Opening Width(for vertically-6pennIng mullions)or Opening Height(for horizordebyeparning rlt1/6on6) 50M 60 In 701, 1 80 In I 90 in I 100In 120 N 1 1101. 160In 1.26X7.26 Raclanputer TreprMang. Rxlangldar TreprTdang. Rettengular TnprTdarg. ReetargNN Tnerewg. Reelanul- TnplTnanp. ReetNlWier Trap7alang. Rsenn ft TnprTMno. Rectangular 7rap/ldarp. Raelanguler TreprTrbnp. d �. loadkq LaeenO Lwdeq loedNO LAedkp lAadlrp Lwdrp LaaGin�jg9 lwOr�¢4q Lwanp LOWnp yDa LoadNp Lwdnp Losdkr9 loaEkp yDg LoMNga$p Lwdr• LwdN9 PY V to Alum.Tube � � � � g p$` 5 � 0p� ry Up` 6 p$� ry � y� Q 6y� g p� 4� Nb d iO 2 sC Z � m (n Ix n 170.0 6x0 +70.0 17s 170.0 711 770.0 170 170.0 e6e 170.0 508 170.D 902 170.0 a19 170.0 7119 170.0 521 153.3 111. 170.0 .1 127.7 Me 170.0 521 1096 1118 770.0 621 9s.6 tale 00.0 6x1 � W J LU 48n 170.0 708 170.0 521 170.0 850 170.0 581 1.7.8 977 11D.0 530 116.7 B78 +70.0 661 17DA 976 170.0 877 117.3 9/. 170.0 600 97.8 978 170.0 880 83.8 978 170.0 960 713 97e 170.0 6.0 J = 50.825N 110.0 71T 170.0 687 170.0 690 110.0 631 150.7 927 170.0 681 131.9 B27 1.6.5 709 117.2 927 159,1 689 105.5 927 168.] ase 87.9 927 156.3 095 75A 927 155.3 095 05.0 927 158.3 695 U 54 In 170.0 781 170.0 812 151.6 BBB 170.0 691 132.5 1189 167.8 BB3 115.8 B80 1d7.8 669 107.0 669 134.0 NO 92.7 BBB 120.8 851 77.7 869 720.8 662 66.2 868 128.8 032 51.9 989 1273 563 ll.l p U BO In 143.2 746 MA 634 118.4 746 +32.9 620 102.3 748 117.11 We 80.5 746 +07.0 699 79.8 748 101.0 592 71.6 746 00.6 587 69.7 746 93.3 563 5+.2 746 93.3 503 1/.. 716 87.3 583 � U � U B7 N 123,7 677 +3x.0 579 +03.1 877 117.2 588 88.! 677 100.4 555 77.3 677 91.4 516 88.7 677 85.2 539 61.9 677 61.0 634 51.6 a17 77,0 529 44.2 BTT 76.7 529 39.7 677 711.7 $29 J 68N +07.8 817 1N.1 630 69.7 .17 87.6 Ste 711.0 617 80.3 SOB 87.3 817 76.] 600 59.8 817 77.6 181 63.. 017 88.T 489 11.8 617 O/A 183 3../ 677 63.7 102 39.8 617 617 402 d 72 N 82.0 518 .7.1 150 89.7 618 74.2 110 M 85.2 .172 61.8 5+6 66.6 425 19.1 519 64.2 119 41.1 618 60.7 411 71.5 516 16.0 406 28.6 519 13.0 105 25.0 .570 45.0 105 Z -j •�j 78 111 70.5 IBS 717 108 5..7 165 a2.8 ]96 SI.B 390 d4.1 166 49.1 3&. 39.2 485 15.9 978 35.2 485 12.2 371 29.4 485 38.3 361 25.2 165 b.6 961 22.0 185 38.2 387 j (]J 7.- 65.2 111 88.0 387 54.7 44+ 51.7 378 50.8 372 40.5 441 45.4 388 36.2 441 41.6 360 32.6 441 36.7 358 21.2 111 31.0 349 23.3 441 33.1 346 20.1 117 32.7 315 J Z 90 In, 42.4 332 43.8 285 35.1 172 37.0 289 30.3 332 32.3 294 20 6 332 28.6 280 216 332 26.1 278 21.2 332 24.1 272 17.7 332 21.3 286 15.2 332 19.8 282 713 932 16.7 200 ¢ r I- 0 Q 981n 35.0 291 35.9 260 29.1 291 303 258 25.0 291 26.4 252 21.9 201 23.6 218 18.1 281 PI.3 211 17.6 2B1 19.5 2I+ 11.6 291 17.1 296 12.5 2B1 15.8 294' Z Joel. 24.6 230 25.1 20. 20.5 230 21.1 205 17.5 230 18.3 201 75A 230 18,2 198 In N Z 6O 171 N 22.8 216 23.1 197 10.9 21. 79.4 1& 16.2 216 70.8 18i 14.1 x16 td,8 1B8 LU 120- 17.9 7a7 182 170 14.0 187 15.3 'Inof x X In U In U N a o 0 Z�co,�r�r�•3 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: 2'� Anchor Capacity Table Iba ANCHOR CAP.,,,,,,,,, 8u0tlnte: 2.7k Concrete 3,5k Cane. Hollow CMU Filled CMU PT Wood MNaI (pp®)X( >t:ANCHOR CAP.,,, 5/10'Eko 114'SS Elw 5116'Eko 1/4'SS Eko 810 Steel 612 Steel 912 Sled MULLION CAP.„,,,,,, Anchor Type: WIT Elw UBrxon 1f4'Eko Ultreen, 110'Eko Uttncan 114'Elco Uttncw Anchor Clip Patterns UMecan A09100strc �ilrllcw A11•e06ter 8-toS)Se. screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dlsta tiq r 2-1j2' 1' I 2-mr 3-vr V 2-11rr1771 2•1tr 2' 3-110• 2' 0.46• 0.14• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(N 514' 1-14' 1.311• 1714' r 1-111 1-114' 1.1/4' 1-114' IAW 2' +ala'. Isle' 1". ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchor @ 1.75'MN.O.C./St6110ard a Oftel alp(Fig.1) 390 ft 390159 4501. 890156 1814106 2701. 2806» 7401. 9741. Bea 6n 94616, 311 les 142166 580bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnaMn®1.15'MN.O.C.I SI6n00rd(or Otbel)alp(Fq.23 +eo p7s 700 i. WA WA WA WA 3m•t WA Na NIA WA WA 0021. 6651. 1120 b» CAPACITY(FROM THE TABLE)OF THE SELECTED t Aru:hds @ 3'MN.O.c./(2)2c5Anpla alps I(Flg.7): 700 ws 7951. Geo I. 1560 be 7896 Am 540 r. 500 IDs7601. 7401. am roe 18921. 682 b e 6651. 1120 r. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arch-@ 0.54'MIn.O.C./ULIp, M..100'AMn.(Fq.4J: WA WA WA WA NIA WA WA NIA WA WA WA WA NIA 0.50 Da CAPACITY WHICH MAY BE USED TO QUALIFY IA nchor/F47p(Ftp.5); 195Iba 1M I. 2261. MSI. 0x21. 175 A6 740 be 770 roe 1871. 372 roe 4731. 77016s 221 I. 280 Ab ADDITIONAL ANCHOR OPTIONS FROM THE 2 ArKlwe 1.15MN.O.0/FLIp(Ftp.O): 210156 3501. WA WA N/A WA 1001. NIA WA WA WA - 311 Aw 4121. 5805 ANCHOR CAPACITY TABLE. pRoDUCr REVISED m complying with WO Flbtids Building Code d> 1.250'- Acce(X6nro 2O4I FIGURE 1: FIGURE 2: TABLE NOTES: P-:piration Date TO • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MI ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI product I ! I71 •• :2)1 AOR I4TECPO)gAA1ILJN BETWEEN MULL LENGTHS AND/OR ,Ywl OPENING WIDTHS IS ALLOWABLE. �� ori ( e/4 FIGURE 3: • • • • • • • 3,250• .a�`,..•��pCNgF'•-�Fn % /R •4GLE •• • •3)4ULWONaAgIDMULUION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 7• • 0SHRET92143.MOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS V- '•,i( • • ala�5 •• ••SHOWN ON%H2ETSrn-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -r No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100" �• /I,, ( ` GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL %"O 'g Lb r lit FIGURE 4: FIGURE 5: FIGURE 8: • 000 •aBE PRESSURE-7REARED)*LLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 60WT5%NO BE A9AININPJM F-100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND i /?� to): li' f•`/ J • • •• 04'7 TFRCK 18 G GE). T CTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL i C`� ••• ••�" ii 1.25'X3.25'X.100' �.��5��• t • :• • �AN�tiOS IRTO NITf+LIA EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION Ir r'�UN��•�•`�\ ••• • • #10&,#12 ANCHOW INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYNN'MILLp�t,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • TABLE 10A Mullion Cepadty Table(I11ye6t7) Opening Wdth(forwrlieal""panning millions)or Opening Hetght(for holizordis"penfif millions) 11dj 50 in 601n 701n BON 905r loo in 120E 1401. 160 N � O 126%726 RMlanjWY TWp/rrivq- R.1 VA., TnpRd.,q. Redlgllar TnpRdmp. RMtNgular TnpTd4np. R4cl.npd.r Tr.p/Td.n9. Red-M."' TW ITtlng. R.dinlaldr TWp/Id.n9. Rulnnpulu TrWTdmp. RlclsnpWr TWrimp. d u�WI Lw•np L.T" l..d.p L..din0 L..dig Wadiq L.dSng L.adi-D Lading Loadrp LadNg Ladiq Lo.diq LO.dnp L.ding lmdirg Lading LoMinO g`Y V %.eu a a LL Alum.Tube .�+ P.. .� .-. 't 6 E £.-. .S .t: .: .B .ti .� .• 8,.. K .� .E 't .. -d .F Mumon �� s �e €� § s€ g ��. § P$ a€ 's � 3e a u ug u u u u u u u u ag v u' ; •€ u� u u v 6d u� •€ '-' S i!� m C7 a fa 3 fa z Q W 12M 170.0 620 170.0 US 170.0 741 170.0 118 170.0 168 770.0 SOB 1700 992 170.0 579 170.0 1116 170.0 621 170.0 1210 110.0 621 170.0 1/SB 170.0 527 110.0 1735 170.0 527 170.0 1987 170.0 521 J W 481n 170.0 701 170.0 621 170.0 850 170.0 564 170.0 992 170.0 630 170,0 1133 170.0 661 170.0 1275 170.0 677 170.0 1111 170.0 680 170.0 1700 110.0 610 119.7 1919 170.0 608 111.6 1978 170.0 610 _ -M m 50.626 N 170.0 717 170.0 563 170.0 896 170.0 631 170.0 1016 170.0 681 770.0 7195 170.0 723 170.0 1345 770.0 747 170.0 1496 170.0 766 770.0 1193 170.0 766 162.6 1017 $170.1111 133.5 1 .0 766LU p64 in 170.0 791 170.0 612 170.0 9S6 170.0 691 170.0 1116 170.0 751 170.0 1275 110.0 803 1700 1171 170.0 037 170.0 1594 VIA 166 156.1 1769 770.0 161 131.1 1759 117.3 7769 170.0 181 p601. 170.0 815 170.0 701 170.0 1063 1700 797 170.0 1240 170.0 BTB 170.0 1111 170.0 944 161.1 1511 170.0 am 146.0 1511 170.0 1D33 120.0 1511 170.0 1063 107.6 1511 90.6 1511 170.. 10671 L) m63 in 170.0 930 170.0 715 170.0 1116 170.0 160170.0 1302 170.0 940 156.6 1310 170.0 1015 139.2 1710 170.0 1076 126.3 1310 164.0 1082 7W./ 1710 155.9 1072 19.5 1770 70.3 1370 165.3 1070 ap661. 170.0 971 170.0 789 170.0 1169 1700 903 155.6 1218 170.0 1002 1362 1248 158.6 1013 121.1 1216 147.1 1000 108.9 1248 139.0 989 901 1241 1304 978 77.8 1241 68.1 1248 129.0 976 Z N i m 72 in 167.8 1049 170,0 078 179.9 1049 150.2 892 IWO 109 132.1 075 10.9 1049 119.7 860 93.2 1 45 109.7 IIB 83.9 1641 102.7 638 69.9 1049 94.3 825 59.9 1049 912 820 62.1 1049 81.1 BTO ? �� {i ,meq 76 in 112.1 941 149.1 822 118.9 911 126.8 BOS 101,9 041 111.2 791 09.2 941 100.0 771 79.3 911 91.7 766 71.4 917 85.5 751 59.5 911 71.6 711 61.0 911 74.0 flT 41.6 911 77.3 776 D$ Z i 7e in 132.0 891 137,1 183 110.0 891 116.9 T6/ 91.3 891 102.1 757 02.5 891 91.9 710 13.3 891 04.1 730 66.0 891 18.3 721 65.0 891 70.1 707 47.1 Old 61.0 707 11.7 891 66-1 698 Q 90 in 85.9 671 BS.i 5% 71.6 671 74.9 SOS 61A 671 65.3 575 57.7 671 502 666 47.7 671 52.9 658 43.0 671 40.6 551 35.8 671 43.1 639 30.7 671 79.7 531 Z6.9 fi11 37.9 626 ~ (Np Q 031 O 961. 70.1 590 72.1 517 59.0 590 61.1 518 60.6 S90 53.4 509 11.3 690 4T.6 502 39.3 590- /].0 191 75.1 590 39.6 ISO 29.5 590 34.7 477 25.3 590 71.6 469 73.1 590 29.1 161 H X.,Z fOB In 49.7 466 60.0 421 41A 166 4iS 111 35.6 466 37.1 409 31.1 466 329 402 21.6 466 29.7 796 21.9 166 27.1 391 20.7 166 23.6 382 11.8 468 21.2 776 15.6 166 19.6 370 N r3 aO d' 1111. 15.1 111 46.1 100 782 141 39.3 393 32.7 117 34.1 397 28.6 441 30.2 382 26A 441 272 376 22.9 111 24.9 772 19.1 111 21.5 363 16.1 417 19.3 3Sfi 11.7 M1 17.1 351 W � Y Y 1201. 36.3 378 36.9 711 30.2 371 71.0 3]9 25.9 378 26.5 731 27.7 318 23.7 929 20.7 375 21.3 726 15.1 778 19.5 721 15.1 378 18.7 711 to X 144 in 21.0 262 21 2 212 17.6 262 17.8 239 75.0 262 15.7 276 ' V N Q Q Q a.� z TABLE 108 ANCHOR ilioLQ CAPACITY ADJUSTMENT FORMULA: d'1d0� AnchorCopecIty Table(Ibs) I ANCHOR CAP.,,,•,,,,, SUOs1Wle 2.7k Omc rete 35k fax. Halo.cmu FMWCMU PTWood Mdd (DP,)X( )=ANCHOR OAP... 5116-Elco vd'SS..'716'Elco 114'SS Elco X103104 N12SIee1 X72 Steel ,"LN OAP.,,e,,,,,, AnchorCllp Parttime AMi1v type 3r76-Elco Unrsm V4'Eko UOWron U1Wcm 3.16-EIc0 UOram 1IP Eko UOrMW Agg•e(id« Ulmm AggleCd« Screw(G5) Scrcw(35) USE THIS FORMULA TO OBTAIN THE'ANCHOR EaOe aslarce pn) r 2-V2* r z•vz 34/8" r 2-vz r 2-vr r etre• r 0.40• 0Sr 0.326• CAPACITY REQUIRED"CORRESPONDING TO AN Emlldnml n) IT4• I-we 1374• IoYC r M. 1-114 1.114• 1-Vf 1.1/I' i-714' 2 1-aro' Cafe' vases ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom®4.79 Min O.C.I S4aMdr0 a OOW Cop(ng 1) 3510 los 300 roe 4W lbs �8Do 046 1644 lbs '27OW leo lE 354 ON 740 Its 3T4lDs 664 OE Wsns S111Ds 412144 fifio ots OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon Q 1.15•Min O.0 I Slemer0(«0@el)Cnp(Flg 2) 1801os 100161 NIA IVA NIA NIA 300 MS NIA WA NIA WA WA 662 ms ears DE nx0 bs CAPACITY(FROM THE TABLE)OF THE SELECTED 1 Amhm®S'Mtn.O.C.I(1)215 Argle COps/pig 3) 790 lbs 780 BE 6B0los 1580 IE 1896 Ori 54OWS 56D IE NIA 760106 718E ifoo- 18@ bs 6e2 is 685 Bn 1120 to MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amhms Q 0.51•Mtn.O.C.I UCBp,m1o.100•Mrm.(Fl0 4) NIA WA NIA WA NIA NIA WA N/A WA NIA WA WA NIA WA- 050 106 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amrorl FCOp pig 6) 195101 105 IE 225 roe 445 OE 822046 Imm too Es 177 Os 3701os 187 YE S32los ns OE 170 As 221104 29010 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMIgW Q 1.15•Min,O.C./FC g 4 240 bi, 3501. NIA WA N/A NIA 7900E NIA WA NIA WA WA 311 ID6 142 b6 so" ANCHOR CAPACITY TABLE, PRODUCT REVISED nB comPlYtnB with*0 Flaida A,cdplrg Code x(0.0218.45 FIGURE I: FIGURE 2: Ac«pt>bce No ) TABLE NOTES: 1.250" Ex IW1ion Dale 1 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Muni 1]ea61ro,. 1(1111 Iff! • • 4p)LM1F11RINfERPOL�ATIONBETWEENMULLLENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE. \��n�\V�'•,,,,,41!(�;'�� FIGURE 3: • • •• • • • • • ;�'•'.'�1GCNS�c '•�n •• • •3)NR1LLRy,N ULL%jJ CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE 3.250" r _ AtJ�jLE • • HE�IIS"21- F LEjp T BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' BIP ED • • HOWTN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. hIo''-x'/0.1 BE USED IN PAIRS. r' _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -U.• a Q• I•�j GROUT-FILLED C�O RET BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: 624" %'3�. '-' 7TL • ••• •SEURE-TFtf1 ED•Y�tjOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • • •• 608 75 ND BEA INIMyMaF.100'THICK.S7EEL STUDS TOBEAMINIMUMGRADE33AND - -'•� U�••'•.rlOR1OP•' (%`'� .......• L STEEL TO BEAT • ••• • • • .11,1401,10111165 INTO MVML SHAL!EXTEND D AT LEAST 3 SCREW TTHICK 6014THFCK(d8 HREADS BEYOND THE MATERIAL. 1.25'X 3.25"X.624• �,S /ON�l.• ••• • • #10&012 ANCHORS INTO*ODD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.L�NNIM•ILL&,P.E. FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• TABLE 11A ® 4 Mullion Capacity Table(IbsA'la) � Opening Width(forvartlea"pe7ltdng mullions)orOpening Height(for holizorle"penring millions) N in 60 in 70 in 8o in 901. 1001, 120 in 140 in 1901, ' 126%394 R,c1,rgWar LN, R,c1,npW,r TnpRn,rg. R4dmgul,r Tr,prf%,n9. Rxlmpul,r TnpRanq. RM,ngWn Tr,prtrung. R,c1,npWx Tny7riwg. Redm9ul,r TnpRNng. RM,npi,r Tap/rri,ng. R,cl,ngd,r Tr,pRN,ng. G w Carting Lo,eig Lo,MO Lolling Le,dng Le,erg Lowing L.,6g Le,ding Lo,6ne Lo,esg Lo.&g Lo,?np Lo,d'rg LoaJiq Lo,d,lp Losdkq oY O %,824 „ Alum.Tube I Au4 ' ' `Mulnon a� s ageNu85 % �a� fa a �� af � . ig/21. 170.0 620 . 170.0 744 INA 478 170.0 608 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.1 1418 170.0 621 170.0 1735 170.0 621 170.0 1983 110.0 621 J IB In 170.0 701 170.0 524 170.0 gig 170.0 SN 170.0 992 170.0 630 170.0 1137 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 17113 1700 170.1 610 710.0 1%3 170.0 684 110.0 2267 170.0 6N W S0.626;,, 170.0 717 IT0.0 567 170.0 896 170.0 671 170.0 iN6 1700 681 170.0 7195 170.0 723 170.0 1315 170.0 747 170.0 1494 170.0 766 170.0 1193 170.0 756 170.0 2092 170.0 756 170.0 2391 170.8 760 N Nin 170.0 791 170.0 612 770.0 956 110.0 691 110.0 1116 1111.0 764 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170,0 856 170.0 1913 170.0 861 170.0 2231 110.0 607 160.2 2403 170.0 601 m p 601, 170.0 1115 170.0 701 170.0 1067 170.0 797 170.0 1240 170.0 -878 170.0 1117 170.0 960 170.0 7591 170.0 9% 1,10.0 1711 170.0 1093 770.0 2125 110.0 1063 118.3 2167 170.0 1067 129.8 2163 170.0 1063 F 1» J 63 in 170.0 9130 170.0 715 170.0 7176 170.0 060 170.0 1302 170.0 600 110.0 1608 110.0 1015 110.0 1673 170.0 1076 110.0 1859 110.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1111 117.7 2060 170.0 7171 W Z) �rppp� 6611, 170.0 971 170.0 789 170.0 1169 170.0 903 110.0 1360 1760 1602 170.11 1568 110.0 1086 170.0 1757 170.0 1155 170.0 IN8 170.0 1210 113.0 1966 170.0 1275 722.6 1%6 170.0 1260 107.2 1960 170.0 1260 Z ((a g ppp� j 72m 170.0 1063 170.0 818 170.0 1215 170.0 1009 170.0 IIN 170.0 1126 174.0 1100 170.0 1228 151.1 1731 170.0 1315 131.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1731 150.4 1352 %.7 1734 160.2 7352 -1 -3 W 3F76i,,.,n170.0 1722 110.0 937 770.0 1316 1700 1060 160.6 1556 17001209 MIA I.. 1652 1285 171.1 1556 1515 1266 117.9 1556 M13 1261 %3 1556 128.] 1229 N$ 1556 1229 1219 73.7 1556 121.2 1216170.0 1161 170.0 967 VIA 1381 170.0 1716 155.9 1477 169.7 1245 136.4 1477 152.0 1224 121.2 1477 INA 1206 109.1 1477 129.5 1191 60.9 1177 116.9 1169 77.4 1/77 1108 1158 61.2 1477 119.3 7114 04 112.0 1110 116.5 960 I18A 1110 127.9 960 101.6 11t0 107.9 951 68.0 1110 60.3 9M 78.9 the 17.5 922 71.0 1110 60.7 910 59.2 1110 71.3 091 60.7 7170 65.6 871 60.1 1110 62.7 870 Z 1p Q lm 1170 975 1203 072 97.6 975 101.5 060 03.5 975 81.3 602 73.2 975 70.5 029 55.0 975 71.2 017 b85 915 65.4 607 48.0 976 57,4 789 17.8 975 52.3 776- 366 476 19.7 767 82.2 771 NA 6% 61.5 771 70.7 606 60.7 711 61.7 674 61.1 771 60.7 660 157 771 49.0 656 11.1 717 11.9 607 7/.] 711 3B.9 632 29.4 771 35.0 621 267 777 32.1 612 SZ �*75.7 730 77.7 607 631 730 65.0 650 64 1 730 56.7 600 17.3 730 49.9 631 42.1 730 45.0 622 37.9 770 41.1 611 31.6 770 35.8 600 27.0 730 ]7.9 589 23.7 770 293 607 W M,� G 599 621 61.0 569 199621 61.2 560 42.8 624 44.3 652 37.5 524 39.2 604 33.3 624 35.3 577 30.0 624 72.2 531 25.0 621 27.7 619 21.1 621 21.6 509 10.7 624 713 501 Xco 52 144n 34.7 473 35.1 IN 26.9 433 29.1 391 24.1 433 25.4 390 217 433 22.4 365 19.7 133 20.0 381 77,7 137 18 2 376 („) N Q O O 11 � ZOsA TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: .� ffi 01z8 AnchorCepeclty Table(lbs) ANCHOR CAP. ,,,,, 10' Su0a121x 2.71KComnie ask Can.I HoftW CMU FlIedCMU FTWood Mda (DP,,,)X( )°ANCHOR CAP... 916•Elco 1/1•SS Elco 5116•Eko 1/r 83 Elco 1110 Sled 072 Stat %12 Sled MULLION CAP.,,BTA AnchorCllp Patterns A7kaa lYPe'. 0'10 Elco tmracm y1.Ekounl8con Unrdcon 91E Elco UrtMcm yr Elcounl8cm AggeGalw Uftwm Aggnecidor Sc"(W)Screw(GS) scrrw(OS) USE THIS REQUIRED' ORRES ON•ANCHOR E Ostace 1,l r 2-v7 r 2-v2' 3,IlIr r 2-11 v 2-az z 3•1/e• z 0.41• 0.6c 0.324• CAPACITY REQUIRED'C.ORRESPONDINGTOAN Embe0nenl n' 1-W t3'r 73rd• 13'1• Y 1.114 1-1/r 1-114• I-V r - 1.1/1' 1-1/r 7 tale' tale' saes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctp]®4.79 Mm O.C./Staltlai0 a 01"I Clip(Fig t) 30D os 300 Y. 450 Ds 000 An 1660 IDB 770 a)B 200106 351 IDs 740166 9710» 661 Im 916 RB 311 Bis /42100 560141 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Am"®1.15'Mh O.C./SIt41dan3(a Owl)Cap(Flo 2) 48011s 70D Me N/A WA NIA N/A 300 Me N/A wA NIA WA WA 652 los BN wa 1120 Its CAPACITY FROM THE TABLE)OF THE SELECTED 4AMhM®3•Min.O.C./(2)a 5 Angie Caps 1(71 a 3) leo IDs 79DIM 690 b$ 1560 w6 1098 M3 54001, 6W ate NIA 760 lis 74010 No IDS 1992 an 682 n» assns 1120rs MULLION.IT WILL YIELD A MINIMUM ANCHOR /Arc Ms @ o.N•MIn.O.C./ULOP,IMo.100'Alum 1F19 4) N/A. WA N/A WA N/A N/A WA N/A WA NIA WA WA N/A WA 1267 b6 CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArcI Drl Flap l71a 5) 193105 195104 22506 605106 $22 Its 13510 140 as 177 UB 370106 tel Ns 332ns 47306 17(ift 2211ae 2s011x ADDITIONAL ANCHOR OPTIONS FROM THE 2 AM1nn 1.19'MIn).c g.F4:Ip 6) 240106 350W NlA WA NIA NIA I90 ns NIA WA N/A WA WA 341106 44206 560106 ANCHOR CAPACITY TABLE. PRODUCT RHVISOD u cemplyina will the Flo" t25O" B.il InagC d.u0-021$.03 FIGURE 1: FIGURE 2: Cx ill' Date Z TABLE NOTES: D f • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dada lloducl ! .tlillll// ••: : *02)Lk7*R 14TEIZPOI.41ION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,��1(,ay IYidA7 FIGURE 3: • • •• • • • • • -C i3Ng- ANGLE •• • 3)ZJLLA0N*.\M MAULLOON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3 ` �� •' �.1• E r l� • • e6HVET302143.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 0 eatIUSE 1• •sSHOVIIN ONSHLETSPA23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '• No.50705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �) q ,FS 6 11(•7 FIGURE 4: FIGURE 5: FIGURE 6: •68E PRESSURE-1Rt!!#rED 1tLLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '-131 cf1\1I OP _ _ • ••• • 6061-T5MlD BE APAINIM M:F.100-THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND4• � •'.. F P - Rp c coRto.•• Ci' l _ � ., T � • • •• 04�T K 618 G GE). T CTU STEEL TO BEAT LEAST.125'THICK AND A38.ALL S •• • • • NCHOS If7T0 MTjsL Alj EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 10 12 ANCHOPI6 INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 7.25'X 3,91•X.824• A.LYNM MILL'R,P.E. •• • MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A - munlon Capacfty Table Ib•IM12 Opening Width(for uer9calty-SPSnrli mullions)or Opening Height(for boll fiteAy-SpeMng mUllorts) 2S tz! � 140in 160In 7s < 50 In 80 N 701n 60 W 901a 100 M 1201n Is Ratenguler T'WTd6ne. RaclenPMr Trop/I71wng. Rxlanguiwr Valinliang. R•ct4npaar TrwprTd•ng. Reclanpd/c Treprrd.V. Reetanglder Tmprid•ng. Reclwnpd6r Trip/Tder•. Recterpfder Troeadinng. Re,.dk g T .no H Lnsang LoMM Loadn9 Le.0t; Loadln9 Lowing Louf g LoedW9 Load6• Lembo Lowing L.&O Loellng Loa6n8 Leading Lowing toa•lq o- 2x4z.26 Alum.Tube g �• .F & F Mullion g . ILI N 211 ivy z � m 42 W 170.0 820 170.0 435 170.0 744 170.0 476 170.0 686 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 1TO.0 1240 170.0 521 170.0 1408 17 1 110.0 1735 170.0 $21 170.0 1963 170.0 521 0 L~ll 48 N 170.0 706 170.0 524 170.0 650 170.0 SM 170.0 992 170.0 630 170.0 1173 1., 0 661 170.0 1275 170.0 677 170,0 1417 170.0 00 170.0 1700 70.0 880 170.0 1963 170.0 660 170.0 2267 170.0 860 ? _ 60.625 In 170.0 717 170.0 563 170.0 898 170.0 631 170.0 1018 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 7/7 170.0 1494 170.0 755 170.0 1703 170.0 766 170.0 2092 170.0 766 170.0 2391 770.0 756 (Y$ (!7 6/N 170.0 797 170.0 812 770.0 958 770.0 691 170.0 1116 170.0 751 770.0 1276 170.0 605 170.0 1434 770.0 837 170.0 1694 170.0 658 17oo 1813 170.0 861 170.0 2211 170.0 661 170.0 2660 170.0 881 m C 3 Q M N BO In 170A 565 110.0 701 170.0 1087 170.0 7W 170.0 7240 170.0 676 170.0 1417 170.0 044 170.0 1591 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1083 110.0 2479 170.0 1083 180.6 2660 170.0 1093 J 0.1 In 170.0 030 770,0 745 770.0 7116 770.0 850 170.0 1302 170.0 840 170.0 1468 170.0.1015 170.0 1873 170.0 1078 170.0 10.59 170.0 1122 170.0 22]1 170.0 1189 188.7 2553 170.0 1171 115.9 2533 170.0 1171 j 68 W 170.0 971 170.0 Tog 170.0 1168 110.0 903 170.0 13M 170.0 1002 170.0 1556 170.0 1068 170.0 1753 170.0 1155 170.0 1048 170.0 1210 170.0 2338[1,713 215 161.9 2477 110.0 1268 1328 2437 170.0 1286 z �, 721n 170.0 1063 170.0 876 170.0 1275 170.0 1009 770.0 1466 170.0 1126 170.0 1700 170.0 1226 170.0 1913 170.0 1315 170.0 2125 170.0 1367 145A 2184 488 121.6 2161 170.0 1629 1092 2161 170.0 1630 Z U I , J 7844 170.0 1122 170.0 937 170.0 13/11 170.0 1080 170.0 1670 170.0 1209 170.0 1791 170.0 1322 105.1 1980 170.0 1421 140.8, 1960 170.0 1505 125.6 1960618 108.1 1980 151.0 1533 92.9 1080 162.7 1631 � a� Z 76 In 170.0 1151 170.0 987 170.0 1301 170.0 the 170.0 1611 170.0 1250 170.0 fa42 170.0 1369 152.7 1887 170.0 1474 137.4 1681 16.1,1 1500 114.5 1861173 96.2 1861 138.6 1169 85.9 1681 137.6 1/31 Q J 70 In 170.0 1328 170.0 1114 149.1 1398 150.0 1219 127.a 1390 138.0 1108 IIIA 1398 121.3 1179 99.4 1390 110.2 1782 69.3 1398 101.6 1117 74.5 13981172 e3A 139a 112.7 1105 55.9 1390 78.9 togs Q ? Bs In 7q./ 1229 161.5 1096 122.9 1229 127.6 1078 105.0 1229 111.2 1061 1229 98.9 1044 81,9 1229 69.8 7020 73.7 1229 82.4 1013 41.4 1229903 62.7 1228 63.8 977. 46.7 1229 62.1 067 7§§77t gg 108In 103.6 971 105.8 677 08.7 %7 60.0 662 74.0 071 77.2 849 64.7 i 68.4 837 57.5 971 81.6 626 51.6 871 66.6 alb 43.1 971796 .0 971 44.0 762 324 071 40.8 771 N111 N 95.4 919 073 632 70.6 919 61.9 819 66.1 g19 70.9We919 02.9 791 53.0 919 56.7 754 .47.7 919 51.0 774 39.7 019756 51.1 919 40.2 742 28.6 910 37.1 732 Of x1201n 75.6 786 78.8 718 02.9 786 81.6 705 33.9 786 SS.8 695 47.2 768 49.4 658 41.9 788 44.4 071 37.7 706 40.5 666 31.5 786853 27.0 786 5. 23.8 760 26A 671 �1441n 43.7 618 44.2 501 38.1 5b ]T.0 188 31.2 548 31.9 491 27.3 516 26.2 465 21.3 5/6 26.5 470 21.6 616 22.0 471 182 64e484 15.8 618 17.2 455 13.7 646 15.5 I/8 d N Z Q O TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 c ,'�sA Am horCe ecl Table Ib•) (ANCHOR CAP.,,„,,,,, ANCHORCAP.- �� Su06Vala. 2.744 C0rcrde 35k C0nc. Hallow CMU F9ad CMU -PT Wood Melal (DP_)X`MULLION CAP.,,,,,r„w�c sic E co it/'SS Elco 5Uftr Elco 1/4're Elro et0 Seg •12 stee •12 Sled USE THIS FORMULA TO OBTAIN THE'ANCHOR M000rlypa YIG`EIcu Uerecorl 7/d'FJcatlDaC011 UafO[or, S/1C ENOUelacm U4'ExoUDacon Ag�CCdOr U6rocon AggreGetOr Screw(G6)Stt4w(G5) Suf6r(G5) Anchor Cllp Patterns CAPACITY REQUIRED'CORRESPONDING TO AN Edge gstarce 0nI t• z-1/T t• 2-ve -'e- t• 2-112 t• z-tl2 2 3118' z 0.46• 1-3 o.s¢r ACTUAL PRESSURE REQUIREMENT FOR THE FmDe0nenl n ta/4• 13'4• 1JI/' 13'4• Y t-U/• 1-t/1• 1.111• 1-1/Y 7.7/1• 1-t/4' 2 1$m ts'C wile6 OPENING,WHEN IT IS LOWER THAN THE MULLION m @ 4.7Y M R.O.C.l SlMgae Or Omel CYp(Fig 162) 390 DS �7- 2Anchmego Iw 1641 Ds 270 Ds 280 Yn 361De 740104 374 IDs580 106 916947D6 442 D6 `'�10.. CAPACITY(FROM THE TABLE)OF THE SELECTED dArcnaa@2.(ifJ•MIrt O.C./Bl IoorarfORel)Wp(R93) 740106 7/65 De 1421 Ds NIA5W Im NIA �51te NIA 860106 NIA 602MS 885FZ t6Mm MULLION.IT WILL YIELD A MINIMUM ANCHOR SArcNpa@7.71'Mh O.0 ISIm03id(a OrW)CHp gt¢4) 680 Ds 1"im NIA WA 705 Ds N/A 799106 NIA WA WA 1022106 1307061680 D6 CAPACITY WHICH MAY BE USED TO QUALIFY IArclnrs @ 3'MIn.O.C./(�2w5AryleC6ps/lfl0 5y 780 g7! 1560 De 1606106 5f•D6 N/A 7601'6 7461196 eSo 166 11192 Ds 692 D6 60.5 a 1720 D7 ADDITIONAL ANCHOR OPTIONS FROM THE 6Arcrors @ 3'Mh.O.C./ 2c6A/IpieClps/(Ng 6T t1701M 23401116 2641 DS 810106 NIA 7140 os 7122 An 132010.4 2636 P. 102210.6 1321 D6 1680 106 ANCHOR CAPACITY TABLE. 9Arc1on@MIn.O.C.I U'cv.W10.12tr mm.7F197I N/A WA NIA WA N/A NIA WA NIA WA N/0. WA WA NIA WA pRODUCTRHVISED SAKInrs@0.60•MmO.C./U4:IIp,WI0.725'Aj•91F4.6) N/A WA NIA WA NIA N/A WA NIA WA NIA WA WA NIA WA ZI as-plyin8 wilh Ywo Flbrlfb 2 Anclnrs @ 260•'Min.O.CI FLwp(fl4 0) 370106 370104 315 DS 743106 772 rn NIA 260 ja NIA 306106 N/A 440106 WA 311 DE 142 8A 560106 Duild'u6g CAde SArcMs@1.71'Mn.O.C./FLIq( .10j 4p 104 6z31ha 979 Ds 9791011 NIA N/A 353 IM NIA Seg NIA WA WA 511 D4 •6618• e40 D6 Acaptaflco lVo -0-21e6-05�) NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expireli 7 Date CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. D FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' Mi.Dnde PmduCl Con • • • • • • • TABLE NOTES: tt777111111// • • 1 E" 1 O NS IZI1 TI S N Tib THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ``0"v - I 441, �ENERAL I TA 10 HO S. • • �7CtNS/-• •. P • • • • FIGURE 5: FIGURE 6: 2)LWEAR IIiTERFOI:Tl@N BETIT -M LL LCNGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 4.000' ` iJU.::U705 • • • • •• ••• •• • • • •• .250' \• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN _ • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _ -: • • LOCATIONS. E 01 0 000 00 " O'.'�. g ^' i%! FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP •l)SU�6TRATES•CONCRfTEGHALL CONFORM TCVACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT n CORIU•, •• • • (FIGURES 588) �CMUJ6HALL CA4tORMTO T C-90"WOODSIrtLL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. J' 2'X 4'X.25 MULLION `SS�UfV��•�G ` ®' MUST BE USED • ALUM��1M FIA B 60 T AN BE NI M fJF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND LE THICK R // • • • AUG STRUC L S TO BE ATjLEAST 125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYA MIL�.ER,P.E. IN PAIRS. •• d • •• • • HRE DS BEYOND THE MATERIAL.#10 R#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 13A Mullion Capacity Table Ibs/R= 2r; � Opening Width(for venicaYY-spanning mullions)or Opening Height(for horizuttalty-Sparring mth0r%) 501n DO in 701n 60N 901n too in 120b 1401n 1a0N Rectangular TrWTtang. R.,Wg l TmpRdmg. R4olentor Tm9 Td.V. R-1-puler Tmprriang. Rect.gu r TePRdeng. Reetergleer TmprIldeng. Reetengrl• TrWTdwv. Reolen•lar Treprilderq. Reel 1. 'D.W ieng. tl 2%8 X.26 Loading Loading Loading Loading Lm no Luadng Loading L.dag Loading Loading Loading Loading loedio0 Loading Loading Loadny Loading lwdnp a oY v Alum.Tubs ' z FH Mahlon 3 �' �' cS - I- � � a z � 42 N 170.0 820 170.0 q5 170.0 7M 170.0 476 170.0 80 170.0 508 170.0 OD2 170.0 519 110.0 11111 170.0 621 170.0 1240 170.0 521 170.0 14118 170.0 52t 170.0 1735 170.0 521 170.0 1983 170.0 521 48 N 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 001 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 8110 170.0 1883 170.0 860 170.0 2267 170.0 1160 W 50.825177 170.0 747 170.0 683 170.0 608 170.0 031 170.0 1048 170.0 884 170.0 1105 170.0 723 170.0 1X5 170.0 7N 170.0 1481 170.0 750 170.0 1783 170.0 756 170.0 2082 170.0 758 170.0 2381 170.0 751! W o o N 54 N 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1110 170.0 754 770.0 7275 170.0 803 170.0 1434 170.0 837 170.0 1504 170.0 556 170.0 1013 170.0 681 170.0 2271 170.0 Bat 170.0 2330 170.0 60 m M F 60 N 170.0 865 170.0 701 170.0 10a1 170.0 707 170.0 1240 170.0 876 170.0 1417 170.0 044 170.0 1594 170.0 096 170.0 1771 170.0 1033 170.0 2125 170.0 100 170.0 2470 170.0 1083 170.0 2653 170.0 1063 F fp J ON 170.0 930 170.0 745 170.0 ilia 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1873 170.0 1078 170.0 1659 170.0 1122 170.0 2231 170.0 1180 170.0 260] 170.0 1177 170.0 2075 170.0 1171 J BBN 170.0 174 170.11 760 170.0 1188 170.0 90 170.0 1384 170.0 1002 170.0 15W 170.0 ION 170.0 1753 170.0 1155 170.0 1918 170.0 1210 1710 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 12M Z N g mggg � 72 N 170.0 1083 170.0 078 170.0 1275 170.0 1009 170.0 1186 170.0 1126 170.0 1700 170.0 1228 170.0 7813 170.0 1315 170.0 2125 170.0 1367 170.0 2550 170.0 1406 170.0 2976 170.0 1529 170.0 3100 170.0 1530 IU g $ W 78177 170.0 1122 170.0 9l7 110.0 1310 170.0 10110 170.0 1570 170.0 1209 170.0 1791 170.0 1322 170.0 2019 170.0 1427 170.0 2243 170.0 1505 170.0 2692 170.0 1820 170.0 3110 170.0 11194 170.0 3588 170.0 1703 J d v Z Q J I 78177 170.0 7151 170.0 OBI 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1M2 170.0 1369 170.0 2072r170.0 1174 170.0 2]02 170.0 1581 170.0 2787 170.0 1700 170.0 3223 170.0 1777 170.0 JBB3 170.0 1798 H r BO In 170.0 1328 170.0 71M 170.0 1584 170.0 1726 170.0 1859 170.0 1496 170,0 2125 170.0 1853 170.0 2391 1783 170.0 2658 170.0 1116 170.0 3168 170.0 2725 158.0 JI13 170.0 2273 138.5 3113 170,0 2361 Z 7 Q N 98177 770.0 1417 770.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1822 170.0 2267 170.0 1794 170.0 2550 1852 170.0 21133 170.0 2005 1x0.0 S1B9 170.0 ?7111 157.1 S1BB 160.6 2170 120.0 3188 158.1 2125 "Z108177170.01594170.01400170.01013170.0 1847 170.0 22J1 170.0 1870 170.0 2550 170.0 2076 181.8 2781 2271 140.3 2781 181.1 2713 123.8 2781 140.4 2281 105.9 2781 125.0 2234 92.7 2761 118.0 2190 W o 1H In 170.0 1838 170.0 H54 170.0 10811 1700 1108 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2832 2245 136.8 202 148.4 2216 113.8 2632 128.4 2105 07.6 2832 115.1 2128 85.4 2832 108,3 2086 WfY120177 170.0 1771 170.0 1586 170.0 2125 170.0 1859 151.4 2252 150.8 1001 135.1 2252 141.{ 1981 120.1 2252 1835 106.1 2252 116.1 1915 00.1 2252 00.6 1572 77.2 2252 0.B 1836 117.8 2252 61.4 1808 F- x 114177 125.1 1501 12x.6 1415 104.3 1564 108.1 1425 89A 1581 91.6 1107 76.2 1564 60.7 1390 80.5 1584 72.5 1373 62.8 1584 85.7 1356 52.1 1561 Sa.D 1330 M.7 1564 492 1305 30.1 1581 N.{ 120 d.•N Z N L LE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: m O s'.O Anchor Cavacltv Table libelANCHOR CAP.,,,,,,,,,` �•, n � 3uamte: 2.7F ConCree 3.5k Cane. Fb11ow CMU Feed CMU PT Wood Metal (DP,,,)X( 1=ANCHOR CAP.., S18'Eko 1/4.55 Eko 5l18'Eko 1l4.95 Eko 010 SIM a1231aN a/231adi MULLION CAP.,,,,,,,., Arwhor Type:k3901bs o Ulbacon 1/4'Elm UlUeom 31111•Eko lXVecon 7!4'Eko Nlrecm AgWeGelor Ulm- AggreGator eomw(GS)Sow(0511 Screw(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Anchor Clip Patterns tgUaeon Edge at�nee(int: 2.111. r 2.111 3-ur r 24/C17081ft 2.111 r 3.111 r o.4B' 0.51• 0.321• CAPACITY REQUIRED'CORRESPONDING H AN Embedment(N): 1-3/1• 1-114• 1-314' 2' 1'1!4' 1'114- I-114• 1.1/4' 1-114' r 1-yor 1318• .dee ACTUAL PRESSURE REQUIREMENT FOR THE 2 A hon,®4.75•MN.O.C.r SIeMeM or Oftel CBD(Fig.182): 3901. 4501. 690 Me 1644 be 270 be 2601. 7408. 3741. 6811. 9461be 341 IN 4421. SBO ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aml.m®4.BB'MN.O.C./SleMed(or 06°1)Clip(Fg.3): 7601. goo 6 1780IN 3232 be 540 A. 5601. 148015° 748 IN 12721. 18921. 662 I. 9&51. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED BMe')Crib(FIB. ): 74001. tDto IN 25951. WA WA 94o I. teas 1. wA WA WA 130 ba mo IN 2240 Poe MULLION.ITWILL YIELD A MINIMUM ANCHOR 4 Ame.m 0 r Min.O.C./(2)2115 An COpt!(FI9.5): 780 ba 880 n. 15601. 1NO be 540 be 5601. 7801. 7461. 00IN 1892 tin 662 e. 601. 11201. CAPACITY WHICH MAY BE USED TO QUALIFY 0A.hu GTMinO.C.!(2)215AnoleC9qr(FIB,8)' 1560 Me 15801. 13601. 31201. 37921. lo801N 1120 be15201. 1498 ba 17611A. 37841. 13631. 1770 A. 2240 be ADDITIONAL ANCHOR OPTIONS FROM THE 12ArchaaQtS'MinO.C.I(2)ZSAngb C*e I(Fig.7): 19601. 21001. 1440%4 37801. WA WA 7320 be15001. WA WA WA 2045IN 26M be 3360 be ANCHOR CAPACITY TABLE. PRf1DUCr REVISED 4 Ane.m 7.11'MN.O.C.!U4Uip,Into.125-AMM.(Fig.8)'. WA WA WA WA WA WA WA WA WA WA WA WA WA N!A 1430 ba Os cemplyin8 with Bta FIDri� B Arct.n®0.81'Min.O.C.I U{Slp,bio.125'AAtm.(Fg.%: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2801 ba F+-2.000'�I Duilding Code �6-oZtb•e 2 Ancllom®4.0•MN.O.CJ F-CAD(Fg./0): 300 ba 31q lbe ISO a. 890 IN 18181. 270 IDS 2801. 3511. 740 e. 3741. 838 lb. 948 be 341 0. 442IN 580 a. Acceptunoo NO 3 1 1 A. 1.71'MN.O.CJ F-CN (Fg.11y 5901. 700 ba SOS I. 12881. WA WA 4701. WA 5331be WA WA WA 80216s 8881. 1120 A. .250• irati OWs �ZI NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By Miam IhOduG FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 111 • • • • • • • • • .: LOAD1110.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �`\`>,0��)•\"••••�ir/<<Fo • • • • • • • • �)LIAVR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�4� J --FISC • •• • • • • • •• • • •e ..••f • • • Y)Mi LdLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 59'!05 • • • • • ' 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 LOCATIONS. ANGLE O•'�•�D I b [j 1 • • • • • • • • CLIP SSI jBSTFt�.TES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �')) ,AIL OF • •• ••(AGug •.. CWCRE'sE W CK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ;�,<•. (:/OF(tpP,' _ • • • • • • • •• � •••5-7) • YBLLOW41601/fHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEAMINIMUMOF-125' � ��CSt,�•• -• •' �\`;�� _ • • • • • t •• • •• ED E• • TF#CK.AEEf STUDS TO BE A MIN IMUM GRAD E 33 AN D.045'THICK(18 GAUGE).STRUCTURAL ST EEL TO. �'.1 ()(�f -Al 11� • •• •• I •• BLOAT LE%,T*.12S-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 8'X.25' A.LYNN'MILL�tR,P.E. TREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14A �� Mullion Capacity Table Ibe/fe "r Opening Width(for ler9cally-spaMng mullorn)or Opening Height(for lal)zonta*spaMng mUllone) � � < SOIn 80 In 701n 001n 901n too in 1201n 140 In 1801n yi$4t O Rwlenguler Traprildare. Rectangular TreprTden9, Rectengular TrePfTdov Ratargular T.PlTdarg. ReoWVA.r Tnwrfl o Reetengular Trep'rrlerp. Reotan9ular TrWMVq. RectwVW+r Tnprrdarg. Rat arguI r TrapTdeno. 1.26"x 2.11" Loedlrg Loadno Lading Lnadln9 Loading leadlrg Loatllnaa$D ya$Loadlrq Loadkg Loedp Loading Lea fi g L.Mnoo va$Loadlrg 1�aGLoadxg Leaolynro6 LAadnp lnedlrg c Y xto TubeMulln. ` � � 6` 0 � � Ug U 6 � 0� N LL Z � °° 42 In 144.2 528 167.0 428 120.2 525 14&9 419 103.0 525 138.9 414 90.1 528 134.6 411 60.1 626 134.1 411 721 We 134.1 411 80.1 528 134.1 411 51.5 526 134.1 411 45.1 528 134.1 411 LU J LU 48 In 9&6 403 10&0 333 So.6 403 94.7 325 e9.0 403 88.4 320 60.4 403 81.4 317 53.7 403 79.1 316 46.3 403 78.6 314 40.3 403 78.6 314 34.5 403 78.8 314 30.2 403 VIA 314 J = 60.625 In 623 382 91.0 301 8&6 382 79.3 294 56.8 382 71.8 289 51.5 382 87.2 288 45.7 382 64.6 284 41.2 302 83.8 283 34.3 362 63.6 263 211.4 3S2 e3.5 283 25.7 382 83.5 203 a N 64N 87.8 ate 74.1 267 56.6 318 64.2 261 4&5 318 57.7 258 424 318 535 253 37.7 318 50.8 250 33.9 318 4D.6 249 25.3 3t6 49.1 248 24.2k2342a 248 21.2 318 4D.1 249 BJ p O Cl) 60 N 49.5 258 53.1 219 H.2 266 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 268 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 201 16.5 266 32.2 201 F V (O J 13N 42.7 234 d5.8 200 35.8 234 39.1 195 306 234 34.7 192 28.1 234 31.6 189 23.7 274 29.4 166 21.4 231 X. 1& 17.8 234 28.6 183 15.3 183 13.4 234 28.5 183 � EU68 N 37.2 2t3 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.8 213 237 169 15.5 213 22.2 167 13.3 168 11.8 213 22.0 168 Z J g �' 72 In 2&e 179 30.1 155 23.9 179 25.8 162 20.4 179 715 149 17.9 179 20.9 147 159 179 18.7 145 J 78 N 24.3 181 25.4 140 20.3 181 21,8 137 174 161 19.0 135 15.2 161 17.0 133 J 0 A U Z 78 N 22.6 152 23.5 133 18.6 152 18.8 131 16.1 152 17.5 128 <1.- ~ r Q 6) p TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q X Anchor C+pae Table Qb+) ANCHORCAP.,,o,,- eO Eo S7Calrele 2.M CaxRle 3.5k Cont. How CMU Fleed CMU PT Woolf Mae (DP,,,,)X( )''ANCHOR OAP.,,,, Tn o _ 5/16'Ek0 tM'SSEko N16'Eko 1/d'SSEko COMM Rf231re1 e129ta1 `MULLIONCAP.,,e,,,,,, ArcOa type 9116'Eko Ulrattn 1fr Elco UfirRon Omen 3116'Eko UBracon Ird•Eko UIlretM AWeMla Ullraon A1peGAW Screw(05)screa(G5) St"(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR N Anchor Clip Pettem+ Y Y Edge Dlsterce(Iq 1• - 1. 2-1/2' 3-tre• 1• 2-12• 1• ala' r 3-v B• z o.4a o.5a• o.32r CAPACITY REQUIRED"CORRESPONDING TO AN to Emadnent(N) t8r4• tar tar Iain 2' 1-v4• 1-114• 1-vr t-v4• 1-vr t-ur z t 3d)' 13'6' vales ACTUAL PRESSURE REQUIREMENT FOR THE U fV Q 3 dAlkxon®3•L9n o.c./C-02t5Argk C4ps/ff•f): 7So 11xi 766 ros Geo l9a 15w ros 1B961ea 540 ms 660 ros WA 760 fin 748 se 9801os 16021Ds. 682 Yn 685 e8 t43o lm OPENING,WHEN IT IS LOWER THAN THE MULLION, Q Z O O - +- CAPACITY(FROM THE TABLE)OF THE SELECTED 0_ �Q MULLION.IT WILL YIELD A MINIMUM ANCHOR mg' �. CAPACITY WHICH MAY BE USED TO QUALIFY ° -a 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. 1�1 268,-� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I PR plyi REVISED as complying wiN the Florid 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Building Dodo 16-0ZI$,d FIGURE 1: Acceptancem3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Expiration Dd6e QD�, • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dade ANGLE CLIP MUST BE USED IN PAIRS. 1Y5" "W11111 1 ••4)E•BtTMTE•:COtICRET!SNALI.GaRFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED \�"` �(Lfi iJ/)//f • CONCRETL•BL CANI (C U) HALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 10` .••""'•••. E' YEL S E PI E V�I N DjOF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' - •THI T L U T 0 NIMUM(dRADE 33 AND.045'THICK 18 GAUGE).STRUCTUAAL STEEL TO BEAT 1.28'X 2.1VX.125'MULLION •• LE6V6125'VWK AW A36•ALI•AN414DRS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) -'ii (,Io.58705 _ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. Cr. •• • ••• • �F.` SIATG QI` • •• • • • • •• • • /r" 1` ••• • • • • • A.LYtJN E.#5870 P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • ••• •• z it TABLEI5A � • Mullion Capacity Table Ib$7R° � Opening Width(for venicellfsparring mlliiorls)or Opening Height(for horizor akspamirg mliliOm) 501. BO In 701n 00 h 901n 1001. 120 h 140 h tell N O d Rwtmguler Treprnlerq. Reclwow Trapnwang. Reclenglar hep/Td-9 R"wrpder Treprrdan9. RectenWler ft"OV. ReMengJer Tn7p/Tdeng. Reel -1 hep/1derlg. RedanpAar 77ap?deng. Reelenpder heprt3eng. oYo: 326•,30 Wedrq Loednp Lowing Loading Loading Leering Loadng Loedrlg 1.0"m Wading Lowing Loadhg Lo Wedng Lead ng Lmdng Loedno loadrq LL DEG.AL ADE A YMULL cR 6 F10 � T $6OO s $ s s s s � s ¢ sU) LUi i ll i �� i, 'w '�1 g iT i l i 3 '1 �� a 188 _ �� 351 � � o � 4210 170.0 $20 170,0 435 170A 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 Me 170.0 521 170.0 1240 170.0 521 170.0 1485 770.0 6x1 170.0 1735 170.0 621 119.1 1710 170.0 321 J W 46 h 170.0 708 170.0 524 170.0 B50 170.0 6B4 170,0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 B90 162.2 15x2 170.0 860 130.5 1522 170.0 66D 114.2 1622 170.0 880 a'0 50.62.5 In 170.0 147 170.0 563 170.0 am 170.0 BSI 170.0 1046 170.0 864 170.0 1195 1700 723 170.0 1345 110.0 147 161.2 1M3 170.0 7% 138.0 1113 170.0 766 117.J 7413 170.0 7% 102.6 141] 170.0 766 m M Ya 0 6/h 170.0 797 170.0 612 170.0 858 170.0 891 170,0 1118 170.0 761 170.0 1276 170.0 80.1 180.1 1353 170.0 837 1M.3 1353 170.0 858 120.3 1353 170.0 e81 103.1 1J53 170.0 861 90.2 1353 170.0 D81 to J So In 170.0 $85 170.0 701 170.0 1083 770.0 707 187.0 1215 170.0 87e 148.1 1218 110.0 9H 129.0 1218 159.8 936 118.0 Me 152.1 024 97.1 1219 146.1 913 63.5 1218 I/8.1 913 79.1 1215 118.1 91J U J 87 h 170.0 930 170.0 745 170.0 11111 170.0 1150 150.2 7150 188.$ 033 131.4 1160 153.0 914 118.6 1150 141.9 096 105.1 1760 134.2 555 87.8 1130 728.7 a71 76.1 1150 126.2 970 65.7 1160 126.2 870 Z 0. to m 88 h 770.0 074 170.0 7e8 152.4 7048 185.6 881 IJ0.8 1018 146.8 861 711.3 1019 133.1 8511 101.6 10/8 123.1 639 O1./ 1d6 116.8 130 79.2 id8 109.4 821 65.3 1016 10D2 BID 57.1 1D/8 108.2 els 72 h 140.6 860 117.9 7B4 117.4 880 726.0 745 100.6 880 110.6 7J/ DD.O 890 100.0 722 78.2 890 92.0 712 70.1 880 68.2 707 58.7 Deo ff25.6 60.3 no 76.6 688 44.0 Bell 76A 686 78 h 119.7 780 125.1 690 99.8 790 105.4 we 85.5 790 93.3 683 74.3 790 53.9 552 68.5 780 76.9 617 39.9 7B0 71.7 635 49.8 790 42.8 790 621 819 37.4 700 81.5 617 Q }888 7D h 110.8 750 II3.5 657 02.3 760 98.1 841 70.1 750 03.0 832 69.2 750 77.1 621 81.6 -760 70.6 612 55.4 750 85.7 605 46.2 75099.6 750 58.2 6B6 34.8 760 65.5 666 901n 721 563 74.1 500 80.1 6113 82.9 401 61.6 589 5/8 483 45.1 683 48.0 475 10.1 563 M.4 188 36.1 669 40.9 482 30.0 683 26.0 683 33.3 445 22.5 3W 31.6 u2m Z 98 h 59.4 195 .61.1 443 I9.S 195 61.6 475 42.1 495 N.e 427 J7.1 493 39.9 121 Lij 33.0 495 36.1 415 29.1 495 33.2 409 24.5 495 21.2 195 26.8 394 10.6 495 25.0 3900 1�108In 41.7 791 42.11 J53 34.8 391 36.9 SID 29.8 391 31.1 342 26.1 391 27.8 337 232 391 24.9 333 20.9 307 22.9 328 17.1 79114.8 ]91 17.6 J16 111In 311.4 370 3B2 335 32.0 370 37.0 370 27.5 370 29.8 325 24.0 370 25.3 320 VA 370 22.8 316 19.2 370 20.9 312 16.0 370 � 1201. 30.1 317 70.9 2B9 25.J 317 28.0 284 21.7 317 22.5 190 19.0 317 18.8 278 18.9 317 17.9 273 Q M Q Q fu In 17.8 220 17.6 203 Z�p U TABLE 15B Of ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table,Obs) ANCHOR CAP.=,,,,• Subelmle: 2,7k Cororde 15k Cane. Hallow CMU Filed CMU PT Vmw Mele1 (DP)X( ),=ANCHOR CAP.,,, 516'Eko ill'9S Eko 5116'Eko 1/1'SS Eko 910 91M 912 Slatl 912 Bled MULION LCAP.,,„,,,,,. AncWr ryw: 31111'Eko Ulbaeon 1H'Elco UBrecon U10eeon 3'16'Elco Ulumen 1N'Eko Ult-on Ag0mGalw U3laeon AppreOela Screw(05)So-(G5) Below(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns CAPACITY REQUIRED'CORRESPONDING TO AN Edge ptiellee(h): P 2-t2' P. x•1rC 3-116• 1' 2.72' 1' 2d2' 11 3-1/6' 2' 0.48• 0.54' 0.37A' ACTUAL PRESSURE REQUIREMENT FOR THE Embedment Ont 1-14- 1-514" 1.3/1' 1-3IP 1 1-114' i-111' 1-1M' 1-1M' Y 1-IC 1.318' 'edge 2 Aretlon 5'38n.O.C.I R)h5 Angb glpa/(Fig.1): J90 As 380151 4509e 690 Me 1700 @e 270 Ra 2B0IM 354109 710 be 3741W 7201b9 948Ib9 341 be M2IOe 580 b. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arollore®3.5"BD n.O.C./2)2e5 AnpN Coq I(Fq.2): 7B0 W9 7B0IDs 19010. 1870109 -525 ft 510 ae 580Ib WA 1120109 7161b9 660Ibe 199x IM 892Ibs BBs IM 1120 M CAPACITY(FROM THE TABLE)OF THE SELECTED DA..gl2.71'MID.O.C.1(2)215 A-l7lW I(Fq.3T 1120lb9 1120 lbs 05810e 2246103 225/109 WA &Olbs WA 10591he wA 1320109 WA 1022Ibe 1927b 1880W MULLION.IT WILL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ' ANCHOR CAPACITY TABLE. PRODUCT REVISED se complying with the Florida FIGURE 1: Bonding Code TABLE NOTES: Acceptance Ng W6 OZIS-03 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pimlim Date R02� El SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mi Rede Prodaat 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11 I I I I!I l l FIGURE 2: •• ••• • • • • • •• i • 3)a7UlllOpi AND MYLLIiN OLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21.23. '125' \�` .�`�i �••• f/� • • • • • HOLES T OSE ORIU@EDIN T}IE HELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 30• '•-� - • 'IdURZS*IOW S0bGrT,APPTXIMATE HOLE LOCATIONS. • • • • • • !! 3.250' „�o.;,8705 •• •1)SUBS4TES:�ONCT2ETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED i� - ✓ '- FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED e • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053.75 AND BE A MINIMUM OF.125' ,�✓`� '�,( IJ- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY -y\ (ATE OF -� • •••LEAST T1 RIAL;#i ND A38N OR!W T S INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND -- ' • • THE M:T�RIAL•#1�,7{t2 AN�IOR$01NT�WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S.' MULLION ',.�(�.�f`.• FI ORIOp�'��Cl`� ANGLE CLIP(FIGURES 1-3)MUST BE USEilIA PAIRS • • • • • •• • • / '7//A.LYNN f C)I MIL'L'AR1\` ••• • • • • • ,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • TABLE16A Mullion Cs oroIty Table bsMi" Opening Width(for w erticelly-Bpaminp nnuions)cr OpenlnB H91pht(for Will akspannirg lnUfions) 501n 601. 701n 00 In 90 In too 1n 120N 140 In 1e0N 11d, Reoterrpdet TreplTderq. Rod n0uler TiapfrdenO. Rectivigulor Trep/Tdaro. Reclenwor TrwTiluq. R.Unpuler Twill ng. Redenpdor Trapfldaro. RfttWWer TrpfTd•q. Rsdarodm Treprldaroo: 5.26"46 Wedn9 LoednOLwdng Loednp lobro Loedro Loedro Loadnp Loedro Losdro I.cedn9 Loadn9 Lowing Inndrp Laadn9 gLaadro loedn9 tosdro BA MULL $ 3 �" c� u �• �• �" �• � �' all, 1 tr1 (A N y W a Z N W 42N 170.0 820 170.0 !35 170.0 714 170.0 178 170.0 888 170.0 508 170.0 DB2 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 14es 170.0 521 170.0 1733 170.0 521 160.3 1871 170.0 521J.I Ul 48 In 170,0 108 170.0 524 170.0 050 170.0 56/ 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1117 170.0 880 163.7 1837 170.0 880 110.] 18,17 170.0 980 122.8 1837 170.0 BaO M _ 50.e25ln 170.0 747 170.0 563 170.0 ON 170.0 631 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 148/ 170.0 758 147.1 1552 170.0 758 12..1 1352 170.0 758 110.1 1552 170.0 758 W a In 5!N 170.0 7B7 170.0 812 170.0 ON 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 803 170.0 1{1! 170.0 877 135.2 1455 170.0 e58 129,] 1155 170.0 861 110.9 1155 170.0 Ni 07.0 1153 170.0 881 r^ 0 ;( J BOh 170.0 865 170.0 701 170.0 1093 170.0 707 170.0 1240 170.0 878 157.1 IWO 170.0 944 139.7 1309 170.0 986 125.7 1309 103.5 OW 104.6 1309 157.1 962 e0.8 1]OB 157.1 982 7e.8 1]119 167.1 982 F v 63N 170.0 E. 170.0 715 170.0 1118 170.0 050 182,9 1217 170.0 940 112.5 1247 .16{.8 987 126.7 1247 1526 085 114.0 1247 144.7 052 95.0 1247 1382 9N 81.1 1217 1]5.7 035 71.3 1247 1]5.7 935 Z IlJ 88 In 170.0 974 170,0 789 170.0 1160 170.0 903 148.4 1190 153.7 965 120.9 1100 141.0 913 115.4 1190 130.5 026 103.0 1100 120.4914 66.5 1100 119.5 696 74.2 1100 t10.1 90 04.0 1190 IN.] 803 ? ? y 3 72 N 181.8 1010 169.6 677 134.7 1010 144.8 650 115.4 1010 127.2 812 10+.0 1010 114.7 626 09.6 1010 105.9 817 80.8 1010 06.9 807 ma 1010 90.8 795 57.7 1010 e7.0 700 50.3 1010 87.7 7eA +i•�#3 Z J 781n 137.4 908 143.6 792 114.5 808 122.0 115 98.1 BOB 107.1 761 65.0 BOB 86.2 719 78.7 BOB ee.2 73e 86.7 808 62.3 729 67.3 906 71.7 716 10.1 006 7I.2 710 42.0 BOB 70,e 708 Q 7B In 127.1 Bal 132.5 754 103.9 661 112.5 738 90.8 561 96.0 725 79A 651 65.5 713 70.6 681 BL0 707 87.6 681 75.1 59{ 53.0 661 66.1 8e1 45A e61 61.5 675 38.7 881 63.7 672 Z Q Q N BON 62,7 BIB '0.5.4 57/ 86.0 648 721 561 59.1 446 -a-2 9--t 551- 51.7 816 56.1 515 40.0 818 50.9 577 {t.4 618 17.0 530 N.5 848 41.5 519 28.5 616 3e.2 311 25.8 816 38.6 507 F W¢Z O D b0 96; 68.2 SB8 70.1 SOe 58.0 SBB 59.1 100 46.7 568 51.4 4B1 42.8 566 158 167 37.8 586 41.4 176 ]I.1 586 38.1 470 26.4 308 S3A 159 7A.3 588 30.5 452 21.3 566 28.7 417 (n �r8 O F� t08; 47.0 NB IBA !OS 39.9 449 41.2 399 34.2 410 35.7 397 29.0 N9 1I.7 ]87 26.6 449 28.8 382 23.8 449 2&1 377 20.0 449 22.7 398 17.1 M9 20.4 301 15.0 149 18.9 356 111 N 44.1 125 /S.o 365 38.6 425 37.9 370 71.5 125 32.6 ]73 27.8 425 28.1 387 24.5 425 20.2 3a2 22.1 425 24.0 358 10.1 425 20.7 350 15.0 123 16.6 317 � Wp y 120; 34.0 301 35.5 331 20.1 364 28.8 326 24.9 384 25.0 321 21.6 ]61 22.6 317 19A 384 20.5 313 17.3 781 16.7 300 n0.•"� Z T0i7��0r•1 I441n 20.2 253 20.4 233 18.8 253 17.1 230 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca acI Table Ibs ANCHOR CAP., ,` subsl•le: 2.IkConcals 3.5k, Hod- FiidCMU PT Wood Melal (DP„)X( 1=ANCHORCAP.,,a 518 Elco 1!4'SS Eko 5J IV Ebo 1/4'SS Eko 010 Steel 912 Sled 012 Steel MULLION CAP.,,,,,,,, Andwr Type: 3/18•Eta(nlrwon 1//'Eko Macon lBU�on 7/16'Eko 111twon 1/P Eko U11- Ullmcon AWeGslor Screw(05)Soraw IGS) straw IGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Edpe dslaxe l;): r 2-Ir!• r a+rr 3-1re• 1• 2-+rc r 2.172' z ]eve' z• o.ee• os/• 0.324• CAPACITY REQUIRED"CORRESPONDING T O AN Emxhnenl(kry. +-314' 1-3//' 1.3/4' 1-311' 2' 1-+N' 1-1/4' 1-1/4' 1'1/4' 1-+/I' +'114 2' 13lB' t-3R' 1ene. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anct.fe Q 5'Min.O.C./(212x5 Anpk alp./(Fq.+): 390 r. 390104- 150 ba 890+W 1700 ft 270 bs 26010. 354 His 140 bs ]141os 72D Ibs 0409. 341 ba 442 The 560Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AneMn Q 3.5'Min.O.G/(212.5 Anpk aiO4/(Fq.2): 780IDe 7801b. 790 bs 1870 IM 2525 b. Seo bs Seo 1m WA 1120I1p 71B Ibe NO lbs 1B921De 6921bs BBS lbe 1120 ba CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Ancr.rs 2.71'MIn.O.C./(2)2r5 Arab Cops/(Fq.37 1720Ibs 1120 b. Sae lb. 22481bs 2254 ba WA 9401W WA 10591b WA 13201bs WA 10x!IDs 1321 b two r. CAPACITY WHICH MAY BE USED O QUALIMULLION.IT WILL YIELD A MINIMUM FY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED +ccunplyin8 wild Bre Florida FIGURE I: TABLE NOTES: Hoil pm.c.de 16'02a- � O eerxlen«No 3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. E.irefion Dek 2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Miem' Product 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: •• ••• • • • • • •• \ // • HCRESeTt SENI�t LSD`yam'�IPISHOWN ARE NOT TO SCALE.FOR F�D OLLOW ING DIMENS ONA RESETR CT ONS SHCT IOWN ON SHEETS 2ONS,SEE SHEETS 21'233 .125' 45' \t��%.\y•\YI\N'n�/��i/��% • • e • • A(1.IRCS S�iO4CSlI+GFys APXIMATE HOLE LOCATIONS. •• •4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" _ M, C1U7C)`' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURIE•TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125' fY." THICK.S#iL STrS TOB IMU GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45"BAY .'-'Tl /1 f •-•••LEAST•1Z5 THBR IND A36P JL+ANNOQS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION t�•'.• ti gTr.T-0t= • • • • THE M4TJRIAL4#104#12 ANOMORS41NTO WOOD MAY BE STEEL,18$S.S.OR 410 S.S.' ^� ,r/.q;i\O•,•' <j,.; ANGLE CLIP(FIGURES 1.3)MUST BE USEgIN PAIRS.•• • • • • •• • • /1j �Ir� `" \ ••• • • • • • A.LYN,/1y1,�(.2R,�.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • H1.000'-T -' 1.000" r-- --� 1.000' I I--1.266'--1 -y 1.600• (-- -1 t.00a• �-- � I .12s I a 0 .125' �� LL .125" 3.125we 2.750• 2.750' .125' ' 3.188' .125' .125' .125" 2.000' 2.000' 2.116' N .265' .125' � N�m W L125" L .375' 375' � - ' r 900' O W f 7 T W 1'X2X.125'MULLION 1'X2'X.375'MULLION 1'X 2.75'X.375"MULLION 1'X2.75'X.650'MULLION VX 3.125'X.5'MULLION 1.25"X 3.188'X.265'MULLION 1.28'X 2AI'XA25'MULLION Q N 6083-T8 ALUM. 8063.78 ALUM. 8063-T6 ALUM. 8083-T6 ALUM. 6083-T6 ALUM. 6063.76 ALUM. 8083-T6 ALUM. O X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X•SECTION ? Z M 0 <O TABLE Az W I I 2X5 ANGLE CLIP g STANDARD CLIP I D imension Value(In) For Mullion: � g 6063-TB ALUM. 6083-TB ALUM. O 09 W 2.000• I X-SECTION I 2.125' 2.000' XSECTION 1.625 J d Z u-CLIP 1'X2'X.125' Q I 6083-TB ALUM. I .125' 2.654 ,125' X-SECTION L 0.895 Aluminum Z Q N p 71 - Tube Mullion Q Z Z o o 0.740 (. <j I- .125" I 4 IIA25 rn Z. �-I.740"F- 1'X2*X.375* W 0 2.404 Aluminum EL j 5.500" CUTHERETO .375" 5.000" 0'835 lube Mullion U Q .375' 3.125" y CREATE F-CLIP,SEE MIN. �.{ r_ .375'MIN. F D 0.490 Qa r Z N MIN. -L A 1.875 g �A --- .33V MIN. _. �� DETAIL F.SH pp r---- r------- - B 3.000 1'X2.75"X €� � U-CLIP A I--------1 L__----_J A - A I 6063.76 ALUM. `- -'---- ------------' 2X5 ANGLE CLIP C 0.757 .375 Aluminum TOPVIEW 6063-TSALUM. D 1118 Tube Mullion TOPVIEW rE �- STANDARD CLIP AENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1"X 2.75'X ZCr:..T,.Il OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR N THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16'. B 3.000 .850" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DI STANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 Tube DIAMETER:ANCHOR DIAMETER•1116'. SHEETS 5-17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT Part# A 2'� PRODUCT RBVLS13D 1'X3.125'X ANCHOR HOLE Mull Dimension(Sheet#) B M22 avcomplyinawilhmeFllM� 5.500'- --{ .375' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip u-CIIP Angle Clip .500'Alum Building Code .375" I MIN. DIAMETER+1116'. C 0.863Tube Mull AmptaMNa(�-o'er •03 MIN. 1"X2"X.125'(5) 66605 666113M 6661118M 666243M 666511M D pireT' Dale ZO2) r-- - -_-_-__I------------ 1"X2"X.375"(6) 68(3006 666114M 6661119M 666244M 666512M A Dy j 1"X 2.75"X.375-(7) 66607 666115M 6861120M 688245M 866513M B 1.25•X 3.188' Mian pada ProduM X.285'Alum I • • • • • • • • •• 1'X2.75'X.650" 8) 66608 666116M 6661121M 666246M 666514M C Tube Mull 1INN 77� --- --- D • I •• • • • • • 1"X3.125"X.500"(9) 66637M WellI16M 6661114M 666242M 6W15M 0 1.782 a0�, .._...... :FP / i t • • • • • ••• • 1.26'X2.11'X • • • • • • • • • v - Y • • •• • • • •• 1.25'X3.188"X.265'(12) 66641M 8881117M 6WI113M 666241M 666516M A 1.813 .121"Alum `-------` -----�� Tube Mull i No.5810'� 1.28"X 2.11"X.126'(18) 69370 WA WA WA 686517M ��_, =• Dy C OFFSETCLIP NOTES: 6083-T ALIjt�• •• • ••• • _ •125•. _I_ - •-TOP�I • • 1)?TOLES TO BE QRILL�113THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -' •• • • 2)$EjSHjETS F&E:GGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. ••• • • AlY 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. . Nlall IG F4; E. 5. FL P.E.#58705 • • • • • • • • • • ••• • • • 0% • • -j 1.006" -j 1.000' 1.062'-1� 740' F063' •3W .062' {-{ .125" -'I I'-.125" y�'( .062' I I g YY ct ." - I 1 Q ti 4.000" • •125 STANDARD CLIP 4.000" 4.000" 2.625 2.000" 6083-TBALUM. 2.125" 2.000' 2X5 ANGLE CLIP X•SECTION U-CLIP 8063.76 ALUM. .125" 1 I 8063.76 ALUM. X-SECTION ,125' N .125" X•SECTION E m .125" .125' U N� W .031" Z � f .125' O L CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W .125 DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE j S .375' '155" .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR a rn - �i' �T HOLE DIAMETER:ANCHOR DIAMETER�1/16'. - (y N o OF 1'X 4"%.125' 1'X 4'X.375' I t'X 4'X.375" 1 5.500" MULLION MULLION 'T-MULLION CUT HERE TO 5.000' 375" Q J 6063.76 ALUM. 8063-T6 ALUM. 6083.78 ALUM. 375• 3.125' --) CREATE F-CLIP,SEE '375" MIN. y J X-SECTION X•SECTION XSECTION MIN. I DETAIL F.SHEET4 � Z t2W .375" Z W g --------- ----------i 375' J d Z r----'-'� t r-------� CENTER OF • I I I I ANCHOR HOLE 1 j MIN. j 1.250" 1.250"--j j j I i i I MUST LIE WITHIN 1 I 1 1 I I I THE DASHED ¢ J I I I I I F BOUNDARY.SEE j j Q. SHEETS 520 FOR i I I -- -----I Q I I I THE ANCHOR O.C. I I I F I DISTANCE. • 3I I I MAXIMUM U Z N o 3.250" 3.250" i I i i ANCHOR HOLE i i ly � Y Y ' l I 1 I DIAMETER: • J 3 .100" .10000' L_______J L-____--J ANCHOR __________� U Q I DIAMETER 1/16'. Q Z 0`rQ1 L .100' 28083-6ALUMX5 ANG'E P � 10 �� 814' 4' L STAN-T6 ALU . U-CLIP CENTER OF ANCHOR HOLE MUST LIE 60TOPVI W 80TOPVIEW TOPVIEW -7 --1 .820' 1-7 -•I .820" I-- --1 .820'1-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. 1.25"X 3.25"X.100' 7.25'X 3.25'%.824' 1.25'X 3.94'X.824" MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dlmenelon Value(In)For Mullion: 6005•TS ALUM. BOOSTS ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER i 1118'. 7 7(4• 1.3 1.25"X 3.25" X-SECTION XSECTION X-SECTION G 1.000 .125" G 0.500 %.624" H 2.880 Alumllssn H 1.438 Aluminum 'Al ��----3.469' . 1 3.000 Tube Mullion 1 3.250 Tube Mullion 2.661"� 125 .3IN. 375' F 3.187 t'X4"X F 2.825 1.25'X 3.94'1.377"� ,125 MIN. G 0.757 .375' O 1.125 X.82!" _ _ ___� 2.430 Aluninum H 1.500 Aluminum '-('OIJCTREVISrD jJ3.000 Tube&"T I 3.250 Tube Mulibn ascomplying with the Florida 1F 2260 1.2b'X3.25' F 2.813 30-Be MUM BuildingO 0.750 X.10'.125" I t 1 I H 1.500 Aluminum F 2.875 45'Be MullPTiri I P-piroli�n Dale.125' 2.250" I I I I30° t I I 3.250 Tobe Mulibn t I i H 1 - Mi Rede Pm&ct 1 t t I TABLE D 3.250'45•BAY 3250'• • • 1•• 11 1 POT Part �30°BAY MULLION 6083-T6 • • • • e�_______ _ _____ Mull Dimension � \YNN ti,//l8063-T6 ALUM. I X-SEC • • • • • • (sheet Y) Mullion NSId ONeetClip U-Clip Angie Clip X-SECTION • • ENSF• • °- • OFFSET CLIP 1'X4'%.125'(10) BB36! 6881122M fg38241M t168516M• • • • •• ,125' 1 6063-TS ALUM. 1'X4"X.375'(11) 66610 NOI123M 686242M W6519M.226' �--.981"--� TOPVIEW 1"X4•X.377"T(11) 88853 6661123M 6W242M OW519M .226' �--,981"� .740•NOTES: @ 1.25'X 3.25'X.100•(13) 20180 8881124M 60o2410M o0o5115M _1.25•X3.25•X.624•(14) 20161 6MI125M =411M 6665116M '•-JD i)HOLES-TO BE DRILLED IN THE FIELD FOLLOWING DIP1kNgICTIJ�IL REST�21C-AONg fiIYEN ONWHFr'�.• 1.25'%3.94'X.624•(15) 20162 BB87128M 800241M ti8o517M -- �� S, E�F • •• • • • • • 30 Degree(19) 88849 WA WA WA 6685110M T' •'••.FLOR0I""\�')\� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATJ MOLE i )CATjPNSj • • • • • • • (.` .. 11`\1 • •• • • • • •• • • 45 Degree(20) 86050 WA WA WA 6685111M i' '.N,4 �\., 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION M•TN•DS. • • • • • - A.LYN, E R,�.E. FL P.E. 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE E e ^ n Mull Dimension POT Pert h P (sheet#) Mullion Std.Clip U-Clip Angle Clip '1 125" '1 I-.125" -'1 I�-.125" h 2"X4'X.25"(18) 66602 666201M 668271M 6665112M Ir k ° STANDARD CLIP U-CLIP I 2X5 ANGLE CLIP 2• ° u°7 'X6"X.25"(17) 66604 666262M 666272M 6665113M 6063•TBALUM. 6063•TBALUM. 6063-Te ALUM. o� ° 2.000+ I X-SECTION 2.125" X•SECTION 2.000' XSECTION NOTES: N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125• •125" .125'LU7 i l 0] DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I~1 490"�I O W HOLE LOCATIONS. 1.490"--I - J W 3 )SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' 2 N CUT HERETO co 5.000' 375" W co O$ 3.500' CREATE F-CLIP. 375" m O ~ 2.000' .375+ 'C I_SEE DETAIL F. MIN. .375' r MIN. F ZZ � J MIN. - r SHEET4 J __ _ _________________ Z • I i 0 W I Q D Z 4.000' I 1-_-_-_�J J 3.438+ @ + 3.438" 0 Q c .250' 2'X MULLION" 3.438" I I.Q.. Z Z o0 C 6063.76 ALUM, j I I I ,375' fj) Q JS m 01- X-SECTION I I I (n Z L_____________________J MIN. W Q �- STANDARD CLIP 2X5 ANGLE CLIP U Q O O U-CLIP,6063-TB ALUM. Q CENTER OF ANCHOR HOLE MUST LIE 8083-TB ALUM. SED FOR 2•X 4"MULLION SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 8063-TO ALUM. O" Z 0 y .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW m O SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. K DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER•1116". WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER�1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER ANCHOR DIAMETER+1118'. 5.000" 2.000' 3.500' CREATE F-CLIP, ��.375" MIN. SEE DETAIL F. .375' r-SHEET4 MIN. rt MIN. 375' r----- -- ------ ---- -- -- r---------------------1 I I I I I 1 I I I I I I I I ,(#DUCT REVISED I j j u complying wilh dw Florida I I I Building Code I Acceptance r1a 16-02.19-03 I I I I I plrnlionDalc Q0�1 1 By 4 I I I I .250' 6.000" -i-- T- --i 4.888' r 5.438" -- ----_I MI tk I I I I- • •• 5.438" t I /1111111 rt, f•• I• • • • • } • • i 5.438' p"L ..:..t.�A9/je��. 2"X 6"X.25 • yI• •• • • * • f I I I .�.,.'I�CENS MULLION • t • • • f • *•• • I I I '- • • • • • • • • r I I 6083.76 ALUM. •f �1• •• � f f• 1 I t I � ); No.58705 '-- X-SECTION I I .375" --------� m r OF - --- • -'• _ • • •- • • • U-CLIP 2X5 ANGLE CLIP �(� '••Ft OR1O P'.•'��- - • • •• •STANDARD CLIA • • '2�" • • • • • •80W-TB•%LUM♦ • • 6083.76 ALUM. 8083-T6 ALUM. ��` �(,l C`•• • •• • • • DP VIEW •• • • USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW / ••• • • • f • TOPVIEW A.I-A MILLER,P.E.' FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ' k EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114•.THE OPENING REQUIRES A DESIGN PRESSURE OF 46D.01-60.0 PSF. - n NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED d DESIGN PRESSURE OF+60.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. e,-C SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH-72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD jO FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. ° W La PRODUCTS SHEETS pY U APPROVAL, 2-3 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650-MULLION(LENGTH=72',OPENING WIDTH-70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE T2' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LD N MULLION ^ 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 6 m ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 085 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z F- yN a oETAfls, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 9 W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? _ 2.9 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, U.1 o OF NO ANC—HORS yIN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSP: 32 --I�32' J MULL WIDTH 838 LOS(60 PSF)X( >=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF Z g m - THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8".THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01.55.0 PSF, FOR THE VERTICAL MULLION: ~ Q p Z Z 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=105"AND THE OPENING WIDTH IS 36'+36'+1"=73".REFERENCING SHEET 25, a THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.316'AND WILL In LU s K O a MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. Fn _j- a a EXAMPLE 2:MULTIPLE MULLIONS W d FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375-MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF O' U)U) MULL WIDTH--I r— AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V Q FROM TABLE 12A,SHEET 18,THE 2"X 4'X.250 -MULLION(LENGTH=108',OPENING WIDTH=SO-)HAS A DESIGN PRESSURE OF-f-04.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z (0 U) SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE DETAILS. m� 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+Y=74",NOT 73"AS PREVIOUSLY g ° � rl PRODUCT'S 2,3—\- ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN IIIIl- APPROVAL THE 73"DIMENSION(35-1/2'+35-112"+2"=73'} 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I L CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8".CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` USING THE STANDARD CLIP WITH(6)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. y DETAILS, DETAJL E. SHEETS FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 2.3 SHEETS HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4-X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. IPRODUCT REVISED MULLULLIOO Nas complying 72' Wilk doFIer181 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32'+72'+2"=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH-42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Ac Iiep a8ncee No 16.021 S•03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pieafion Dale rle2( SEE DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8".CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mian Dada heduet 2-3 (4)3/18"ULTRACON ANCHORS AT AN EDGE DISTANCE OF T GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED • g•• •AWH0WAPAMTY40F 520WS. �`�U7�( LYNN 4j MULNORMLENGT _ �., ,JL HE I. • •41)iOF�YHEPU•0LIF 1%TIS ORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR =�� \GLNSF �F� MULL LENGTH MULL LENGTH • •• •CAWky j!'1 AL S WF(E USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE _ OPENING WIDTH FOR VERTICAL MULL ••• •• •gItH%T?PE A�12 S'T� SCREW. `�' WO.59705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ _ - +/-64.7 PSF FROM THE VERTICAL MULLION; til '. at 11 +1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; 116: !1,/; • ••• */-170qq QSF FFIPM THE 3%"IZOWAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). -- • • - THFJ-OWESjDE*IGN PRES&URE 6+144.7 PSF AND W0ULD APPLY TO ALL OF THE MULLIONS. _ 'C /•Y 0;210 P•. - • • •'EI*Y THE•ESPEN INRESSIRE O}TH!FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �, �Orv/nU ` • •• PROEUOfiS,WLA APPLY TOq*OVOLL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILL#K.P.E. ••• •„ ACCORDANCEWTH THE INSTALLAT N SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • 000 0 • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: 'T''vi 7i F PW PW O PW aE I u SH/DH SHIDH SH/DH SH/DH I PW PW cf)Z gLO "m w 1 a 1 0 W I = � Lu oo / Lu LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I j M O SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I HINGED ~ J J I � SCID z I WLI LOADING OF VERTICAL MULLION IPW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q DJ.. ef I PW I Z Q Oa p I Q Z O I PW PW F-• O"•— PW N C31 o PW � Q SHIDH SH/DH I U O Q 3 O SHIDH SH/DH Q J Z O (L U) m0 to SHIDH -k d �w i I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION i SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PWPW HR I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PIA, HINGED I NOTES: D4s comp CT REVISED DOOR PW PW � vs omplYiag)%•i1h Ya Florida I 1)DRAWING ARE Building Code RERESENTATIONS OF TYPICAL Acceplanm Nop3 PW CONFIGURATIONS. E i.1i D to ZO�L/ I PW CONFIGURATIONS NOT SHOWN B i o I MAY BE EXTRAPOLATED FROM Miun' hoduG I THOSE SHOWN. I •• • • • I 2)IF THE LOADING TYPE CANNOT ��`�I�y LYNAI q iiip • • • • • I BE DETERMINED,USE • • • • I PW • • • • I � RECTANGULAR LOADING. PW � •a�r' J P ''."S • •• • • • I / 3)SEE PRODUCTS'APPROVAL FORNo 98705 ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLIONI C] / •q} •.� L 6 ,- PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • 1 • I �i S -IL OF • • •• • • • • • I .•fOR10. • • • • • • • • • • • I v ' .`' • •• • • • • •• • • LOADING OF VERTICAL LOADING OF HORIZONTAL •••. • • • • • MULLION MULLION A.CwNr�FL P.E.# 8705 .E. 558705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 3 'li')d I. paffMe nt# SCIS Home Log In ; User Registratlon Hot Topics Submit Surcharge I Stats 8 Fads g'ne C' , Product�°�r�,aro £SSI Ts : i Recgulat on Frodact A6mVVal Menu>product ar Aonllcalton Search>Anolicativn tics>Applicstion petal( FL# 823-R6 Application Type Revision Code Version 2014 Application Status Approved Comments 04/16 2015 Archived l Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss®cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop0cws.cc Category Windows Subcategory Single Hung 9 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer •••• Evaluation Report-Hardcopy Received '••••' • • •••••• •••••• Florida Engineer or Architect Name who developed Lucas A.Turner ••c••• • 090*:* • the Evaluation Report • Florida License PE-58201 •••••• • •••••• Quality Assurance Entity Keystone Certifications,Inc. ••" f • • Quality Assurance Contract Expiration[late 07/21/2020 •••• �'•' ••i'•• Validated By Steven M.Unch,PE •••••• • •• "'•' Vj Validation Checklist-Hardcopy Received'• •• "•' •"•�' Certificate of Independence F1.53';,; .,,CEy li3 p._4 .::_=..`z`r.M i::~:Q•i'n ct ry+f e i••i• •••••• Referenced Standard and Year(of Standard) 51aladard •• • • • • ' ' • AAMA/WDMA/CSA/101/I.S.2/A440-05 2005" ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1886-05 2005 - ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr appjtl.aspx?paratn=wGEVXQwtDgvMdF6zR4iHL... 6124/2015 f Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D a a t Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Produets r FL# Model,Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) LimI s of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 II CWS-1550(SH-64,0QIm ac).adff Approved for use outside HVHZ:Yes Verified By, Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile,see installation dwgs.for Max.size FL5823 R6 AE DuPont PV8 NOA 13-0129 27.12df i and OP.Outer lite In I.G.must be safety glazed when used F(5823 R6 AE Evalteo CWS-1550(SH-81(303 IWQi'itj)ndf above 30 ft.in HVHZ.Glass Complies to ASTM E1300-04. FL5823 R6 AE Ouanex(Mikron N} QA 12-L017 02.x' Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 1/8`x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 II CWS-4406(SH-8100.IMP,74x63 Approved for use outside HVHZ:Yes CONTHDSL).pdf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:N/A Created by Independent Third Party:Yes Other:Max.unit size 72-7/8"x 61-3/4".Outer lite in I,G. Evaluation Reports must be safety glazed when used above 30 ft,in HVHZ, FL5823 R6 AE DuPont PVB NOA 13-017.- 27.pdf Glass complies to ASTM E1300-04. i 51323 R6 AF Fvalggp CWS 440B(Sd 8100 IM 7�63. ('ONTHDSL).odf FL5823 R6 AE Quanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 5823.3 SH-8100 Cont.Hd.&Sill _ 5H-8100 Cont.Hd.&Sill(double SIngle Hung),Impact,74 1/8"x 72". Limits of Use Installation Instructions Approved for use In HVHZ:Yes EUB23 R6 II CWS 4916(SH 8100.IMP.74x72, Approved for use outside HVHZ;Yes CQNTHDSL),Ddf Impact Resistant Yes Verified By: Lucas A.Turner 58201 •••• Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes . • Other:Large Missile,DP=+/-67.5 psf,Max,size 74-1/8" Evaluation Reports •••• •••• • x 72".Outer lite in I.G.must be safety glazed when used FL5823 R6 AE D P n PV - !, f0 • above 30 ft.in HVHZ.Glass complies to ASTM E1300-04, FL 2 R AE Ey ER> VJ - - 1 1MEjS74WL9 CONTHDSL).odf 000000 • •••••• FL5823 R6 A xikron --10 7 D2-jiff• • • Created by Independent Third Pa y: es sent 0 0•.0; • 0000• 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel inrkssrly.HU FMR,S"0 • • sash, • •• 00•0• •000• Limits of Use Installation Instructions 0 •••• 0 0 0 0 0• Approved for use in HVHZ:Yes fLE)I323 R6 II CJS-295C SH-8100 IMP f 0 • Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 5820 0 ; • Impact Resistant:Yes Created by Independent Third Party:Yes • • • ••0••• 0v••• Design Pressure:+67.51-67.5 Evaluation Reports 0 � • Other:Large Missile,52"x 96"w/5 HI sash,+/-67.5 psf. rL5W R6 AE DuPont PVB NOA I-010-kZ'Uff ••0 0 0 i'•• • Outer lite in I.G.must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 110(l624 902.gdf � ft.in HVHZ.Glass complies to ASTM E1300-04. FL5623 R6 AE EvaIR. CWS-295C H- 1 0 IMP, • 52x96).odf FL5823 R6 AE Ouanex(Mi ron)NOA 12-1017 02.6df Created by Independent Third Party:Yes �tt�� tdr..xt f http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wCTEVXQwtDgvMdF6zR4iHL... 6/24/2015 r Florida Building Code Online Page 3 of 3 Contact U : 344D r+eKh Menmw S1rPhf.T "�ww Ft a2399 Phbhe;esa ase-laza The State of Florida is an AAJEEO employer.Canvrioht 2007-2013 Stage of Florloa.::Prlyacv Statement::Accesslbiitty Statement;•a..frnn Sxatwmwnr Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do iia send electronic mail to this entay.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emaII5 provided may be used for ofticial communication with the 0cBns".However email addresses are public record.V you do not wish to supply a personal address,please provide the Department with an email address which can be made avallablo to the pudic To determine If you are a licensee under Chapter 455,F.S.,please dick IMM. Product IF; �App�roval Accepts. C E;9 9�- GW Necur.Et'Mt'rR lt'ti' e A r 6666 • • • � ; ••.• 6666•• • 6666•• 6.666. • 6666•. 6666.• • .6666• }, 6666 696 0 • • 6666 .••• 6666• 60.06• • 96 6666• • • • • • 6666 •9000 • •• 66 • 6 • ••6666 6.666• • � • • ••66.6 00 t http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 1` Tj� 1�T"G`R 1239 Jabara Ave. L.,1 .jtjy E North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 1550 April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,53 1/8"x 76"unit size at up to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF,7/8"Insulating Glass consisting of 118 Annealed or Tempered outboard lite —Air—5/16 Laminated(118Ann-.090PVB-1/8Ann)inboard lite Manufacturer: Custom Window Systems,Inc. 1900 SW 44ffi Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-155C,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3668-1,-1A,-2,-2A,3669-1,-1 A,-2,and-2A,by National Certified Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005 4) Supplemental Cales.to support CWS-155C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-155C. Limitations of Use: This product: • May be used in O/X configuration in sizes,design pressures,and with max.glass DLO heights as shown in CWS-I55C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 718"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27+ • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02, •• I have evaluated the interlayer and framing materials in these Dupont and Quanex1►+IOAs:tnd fitld that they comply with the requirements of the 5d'Ed.(2014)Florida Building Code fcjr qs9 jn this: ....:. product. ...... •��•• Certification of Independence: I do not have,nor do I intend to acquire,nor will I acct r*44*a f nancial••• ••;•• interest in Custom Window Systems or in any company manufacturing or distributing products-for whtc)1•• this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a&Ifteial interest** "'0:• in any other entity involved in the testing or approval process of this product. :00:0: • 0*0 ,r«' No 5$2111 4/18/2015 CC A t STATE OF 4tr4 Lucas A. Turner,P.E. .4 ;, P.•r• ':' FL PE#58201 46 ,C R t '• N�°. Lucas A. Turner "-s 2015-04-18 22:13-04:00 ' _ SINGLE HUNG — LARGE MISSILE IMP&CT—'--) GENERAL NOTE& 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTE14S TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT &M;40 THE HIGHIVELOCLIMPRRICANE ZON%HV NE)ZONE 4 M I F DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FIRC. WWW-CWS.CC OVERALL FLANGE WIDTH 8100 PVC 3,CONFIGURATIONS:*O/X*. 53 118*MAX.UNIT WIDTH OVERALL FLANGE WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOAD$BASED ON,TESTED PRESSURE AND GLASS DLO GLASS TABLES ASTM E-13oo-Q4. MAX UNIT WIDTH IVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES oj ASTM E-i300-04, 7711V GLASS DLO MAX ;z OVERALL A 5.ANCHORAGE:THE 33 M%STRESS INCREASE HAS NOT BEEN USED FLANGE IN THE DESIGN OF THIS PRODUCT,SEE SHEET 0 FOR ANCHOR u- tu HEIGHT DETAILS. WINDLOAD DURATION FACTOR CC61.6 WAS USED FOR WOOD 0 33.1511.6" 63 1X' -r- ANCHOR CALCULATIONS. GLASS L DLO 78! FLANGE S.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY MAX, HEIGHT 27" LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL 0 LASS UNIT > 6 OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO w cc OLD HURRICANE WINDS AND FLYING DEBRIS. MAX UNIT 7,ALL FRA Cl a MES AND VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT HEIGHT USED AT FIXED MEETING RAIL AND JAMB. 8,SERIES i MODEL DESIGNATION SH-81 00. MAX GLASS 3Q.&IS" S.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: HEIGHT SASH 27 HEIGHT GL46S 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR DUD wo 11.EXTERNAL WEEP SLOT 114*x 1-1/4'LOCATED 4"FROM BOTH ENDS. No 50201 *1% C A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". SITATF OF 4S WIT' Lucas A.Turner Ili 0 10NA�-V%%vv MAX SASH WIDTH MAX SASH WIDTH 201"4-09 Illpitlitooll", LUCAS A.TURNER,P.E. FIL PE#56201 NORTH PORT,FL 342M PH.941-380-1574 DESIGN PRESSURE IiD�ATION MAX. UNIT SIZE IMPACT RATING GENERAL NOTES AND TABLE OF CONTENTS 00 00 RATING ELEVATIONS GENERAL NOTES&ELEVATIONS- I GLAZING DETAILS 67.5 PSF Vfttz 7,FV ^ ' - ' !- -----..................... .............718'OVERALL INSULATED GLASS .•-!.......__...7/r OVERALL INSULATED GLASS -l�w(� ................... [/AYU'ttY ---- L8'ANNEALED ... 118'ANNEALED WINDOW SYSTENES ... y ,. �.... ODD SW 44TH AA 34 7118"AIRSPACE - -I 711G AIRSPACE f 5116"LAMINA T ED GLASS GALA,FLORIDA 474 _ W W W.CWS.CC r-....-f.........E+t5'LAMWAFEDGtASS _ ----tt8'ANNEALED -.i —t/3"ANNEALED -+ .080"PVB INTERLAYER BY DUPONT .AM'PV3 INTERLAYER BY DUPONT 8100 PVC w- I18'ANNEALED � 1 � SINGLE HUNG 1W ANNEALED ;, IMPACT ._..........DURASEAL BY TRUSEAL --- DURASE.AL BY TRUSEAL ..... 1 PURFECT GLAZE"H'OR 51KAFLEX 552 11 PURFECT GLAZE'H'OR SIKAFLEX 552 ,� r r r t -- stz"GLASS WEt2"GLASS SITE o o O }.... W dam-,� Q 21 C4 ' ir i:, � A tL�2 � •• aria acx' � GLASS TYPE A GLASS TYPE A SASH LITE FIXED LITE - ~UIm < 0 ,4prl>,xxxxer$yi 718"OVERALL INSULATED GLASS --...............--.-.±—718'OVERALL INSULATED GLASS wwwww A�UR.E4y,>«xri,� .. ,............... 1......._...118"TEMPERED I .... ` 118"TEMPERED _.._......:.........:...__ 711$'AIRSPACE L•.--.....•+. ' 71 ACE S�' NO5@2D't •'�'^4.' ...•: F•. ....... iE"LAMINATED GLASS �i. 5ry" LAMINATED GLASS 11§"ANNEALED wz#P•: STATE OF NEALED ; DSS}"PVB PNTERLAYER BY DUPONT .096' PVB INTERLAYER BY DUPONT ••.,��,.• � LA fitw f :•..__...118"ANNEALED '+--118"ANNEALED Ott 11 Di,IRAcEAL BY TRU5EAL. —DURASEAL BY TRUSEAL 1 PURFECT GLAZE"H"OR SIKAFLEX 552 ' 1 PURFECT GLAZE"H"OR S€KAFLEX 552 "—F LUCAS A.TURNER,R.E. 9 tf2`GLASS BITE 112'GLASS SITE FL PE S 58201 1233 JABARA AVE. .._ Y NORTH PORT,FL 34288 •• *9:• �f 0 • •• PH.941-380-1574 • • • ET nr..S.^R_.... • (4• • • • •• • , • a • • • • ••• tiLAZINfa DETAILS •• ••• •• DRAWN BY: DATE ADE 0611 We • ••• •• • ••• • '.............. R • • • • • CLASS TYPES CWS-155 G • • •r.L.A`s6 4E B SASH LITE • • • • _ • • i i °GAE:i SHEET HEET • • LI ............... 2OF6 ..................__. • •• •• • • ••• •• •• .............. .............................................. ............... 1 39 F7 FS 3 1900 SW 44TH AVE. Tf OCALA,FLORIDA 34474 www'Cws.CC ........ .................... 0"' 1 8100 Pvc SINGLE HUNG 1124 C:7-= IMPACT 2 u:$ - 20 26 SECTION VIEW B-9 LL • ............. NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. z > 0 uj 7 ............06, 32 48 'ItO g�DREW .'N;�. .......... X .Z-.- No 58201 *0;t ~-A% STATR OF 0 0 ............... LUCAS A.TURNER,P.E. r—1 16 FL PE#58201 Q'� 1239 JABARA AVE. NORTH PORT,FL 34288 PH,941-380-1574 lj'kpiy�........... A go: SECT IN VINOA- 0 * * 0 * 0 * ION VIEW C-C 4"TWWATE FIN FRAME SWEEP LOCK REQUIRED SECTION VIEWS NO SWEIVOLOMALOO& g • FOR SIZES OVER 36*x 62'. FOR UNITS 36"x 62"AND UNDER. MAIAri�iay, bM:'— ADE 0611W08 ITEMS NOT SHOWNROLAR�"o ro CW8-155 c 22,27-28,33-37,43-46 .95u: SHEET .......... ................. ................. ............. ............ .............................. 1:2 30F6 006 _.._.._......._ --............. _.................. _ ........., PAWS LIST FRAME CORNER REM -661ART N DESCRIPTION MVlTk1C MIKRON ` t 1.60.31 ramp Head,Fig,Single Hump PVC MIKRON "` -- 3 va•-----------� CONSTRUC'tiON 2 H•603i Frame Sill,F ,Single H PV MIKRON WINOOW S1'8TEXH fts7s-- 3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON t•'""""2308"..." 1900 SW 44TH AVE. 4 1.1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK T OCAtA FLORIDA 34474 5 -6063 Fixed Rail Cow PVC MIKRON 3 ' r.\ 6 WWW.CWS.CC 6 H-6W7 Sash Top Rail PY MIKRON 2111.6" 1 5J8" 1578' ...._..._... 7 H-1497 Reinforcement for STR ALUMINUM YMARK itis" IL11 8 1 H-6028 jSash Bottom Rail PVC MIKRON 1 -- p - ._fns" CORNER WELD 8100 PVC 9 H-1699 Reinrorcement fa SBR ALUMINUM __...... KEYMARK (ALL SIDES) SINGLE HUNG SO H-6OD4 Sash Side Rail Pvc MIKRON pVC FRAME FLANGE-6031 PVC SASH STM.MAIL-6029 PVC SASH TOP RAIL-6027 IMPACT S-1498 RalRforcement for SSR ALUMINUM KEYMARKFLANFLANGE-603111 12 S-6064 Glazing Bead PVC MIKRON 13 -3118 Keeper,Sweep Lack ZINC SULLIVAN 14 83541 #8 x 7J2", an Head,Tek STEEL FASTENAL T m IS P-4632 Sweep Lock ZINC SULLIVAN —......3118• a w 0 0 16 P•4633 BaneiFestener STEEL FASTENALu_ w .. 17 Block&Tackle Balance STEEL ALDWELL { M Lu d 18 Purteci Glaze^H'or Sikalax 552 SILICONE HENKEL/SICA r t �- 4 FIXED MEETING RAIL f9 Sash ca SEESHEET2 GLASS CARDINAL SCREWED TOGETHER WITH pl Z 20 Fixed SEE SHEET 2 GLASS CARDINAL - 1116' - OU-[ERFRitfiAE a: i_O 3'3.1:1'` 15!a' 211x" 1116• 21 P-3429 Wstp.,0.270 x 0.187 ttaclt FnSeal NYLON ULTRAFAB i> zz" 22 P-4638 AS x 2-112 PH Mod.Truss,Type A,TEK STEEL FASTENAL _ tris ¢ m ec 23 #10 x 1 112"Penbead SMS STEEL FASTENAL a a a i= 24 Fiat Washer STEEL -FASTENAL i ut7iG o -: 2S S-b^Ot4 Screen Catch PVC MIKRON PVC SASH SIDE RAIL-6000 FIXED RAIL 1036 ca a; ; 26 S-6013 Screen Support PV MIKRON 0 I 27 P-4051 #8 x 1 114"Ph Fh TEK,Wht. ZINC FASTENAL PYC FRAME FIN-6840 > > a 28 P-3748 #6 x 0.625«Quad Fh TEK,Whit. ZINC FASTENAL co ¢ O 29 P-3783 Impact,Lock STEEL INTERLOCK _ Zg 30 P-4069 Impact,Keeper STEEL INTERLOCK 31 P-4264 #8 x 314 FH PH w/k6 Head,TEK, M STEEL FAS'FENAL w1 ��,c,h � s s �+? �GEIV *er ,a 32 P-3218 Screen Frame ALUMINUM ALlMETAL L.......- T._._. 5 5176 lb GP%•1 F 33 P-3321 Screen Comer Kay PLAST{C M&MF 2 1- 1 519• +` N6 58401 y 34 P-3728 Screen 3 line RUBBER DAPA 7I_ i Imo« y - �� }t .*Z —lrts^ i (----tete' - t 3S P-3581 §Z 5W VINYL WIER - 1716^ ( +„o, T¢` 38 P-3033 Screen S d STEEL HURLEY PVC SASH STOP-6025 PVC SCREEN CATCH•8013 PVC FIXED RAI.COVER-6063 PVC SCREEN SUPPORT-6011 .0.13• STATE OF f 4i 37 P-3029 Screen Pull lab STEEL HURLEY Sti�{ ��4 36 P-3352 Sei,BIs.718'x 578'x 2' RUBBER F NK LOWS ��t�`8••.QR t•,.•C,y+i� 39 P-3768 #6 x 518 Phil Pan Zinc ZINC FASTEN-TL- 40 S L 40 P-4479 Wee over PLASTIC M&M 41 P-3113 Screw Support RUBBER TEAM azo"-- .---• Sa 42 P-8426 Sash top PVC MIKRON 3116"- I I �. �..t I � 1 41912016 i • 43 P-3069 as am IL PLASTIC M&M 1 € 44 P-3295 Take Out Gi STEEL SUMMIT -r 17 15116' ills" I. 7/e" LUCAS A.TURNER,P.E. E - iris' t— } L -1176^ } _ FL PE#56201 45 P-3342 Seam Sear SILICONE NEE 1239 JABARA AVE. dfi F-3752 Rote PEug PLASTIC M&M REINF.SAAJS.SA.-1498 REINF. BTM RAIL•1699 REINF.TOP RAIL-1407 PVC GLAZING 8EAD-6064 NORTH PORT,FL 34288 47 H-6048 Frame Head,FIN,Single Hun •• • • WC• MiK N ••• PH.941-380-1574 48 P-4959 jWsIp.,0.420 x 0.187 back • N U A • SH wr , - low •• ••• •• • • • •• t�..�...„"..f : BOM AND EXTRUSIONS TI G. iDAAw • • ••• • � ADE DBf08110/08• ••• • -•,- • • • •.. _•. • • _ .� ,r SCREWSUPPORT3113 - DWG+: REV.: CWS 155 C NOTE:ALL EXTRUSIONS ARE ALUMtTtJ&60GQ-T6 VNLES90TiIE{IIMIyE Njgo,i • •• • • • • SHEET �.-........_ •._........... • • ..........- 4 OF S 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .................. IT MAX.O.C.(TYR) .. —..••i ��}�({�}( VYII oo fi mffl 0"MAX,(TYR} d•MAX.(TYP.)..._.�! �; ...3"MAX Q.C.(TYP.) OCA MAX.(TYP.} B'MAX.D.C.(TYP,) 4"MAX(TYP.)....: I ' ' ........... 34474 L 1900 SW 44TH AVE. e"MlU.(TYP.).. I....! WW CWSCCA E d" —.q .. ........ ANCHOR AT MII3S{'AN P. 6"MAX.(TYP.) .__......».«: 4"MAX(TYR)..... MAX.(fYP.}..., 81do Pvc SINGLE HUNG rxD.c. Q ( ._o.C. Q i... IMPACT 't0 13/16" — Q ' MAX.O.C. 1......._ i MAX D.C. (1YR) e"3+ iB r MTO PAIL I (TYP,) Lu Q; LthTG Mn. �,; e(TYP) XX f w ¢ m 3 I € X. 1 E X � w t QD O Mf:IEI LL1 [{ j ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-tFLANG N E) ACS 36"LAYOUT I ODER o Lu' SIZES OVER..O"x02' SIZES OVER 36"x62" SIZES36'x62"ANDUNDER SIZE338"x82"AND 1A'70ER p,: w: I -.p.� Q umaz` �\D9DDHkNtt� q\ �y?R_EW 44440.„}x. E N,g s wssrt ''Ne 58205 ;P NOTES: E ro STATOa f<v~ ~ 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD, i4iF'-q�p p SO 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BEft CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3,ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET 6. ......... 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. j BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE, S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMIJM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. •• ••• • • • • • •• PH.841-380-1574 0,ANCHOR EMBEDMENT TO SUBSTRA HALL BE&Ya"NfZL IEWING OR STUCCO. FOR CONCRETEJCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, SHMTDESCRFMN' INSTALLATIONS TO SOLID CONCRETED@ GROLWjILL*D SM4MAN INw"E BW DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE LACE*F*B@CKL BL•IYk1�"Et.TH� •• ••• •• • • PRODUCT AND SUBSTRATE. MOTES • 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1"FOR WOOD AND METAL VI'Itr` DATE: 8,WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WINO LOADS TO THE STRUCTURE. ADE OCT11 Dl06 SUBSTRATES SHALL MEET THE MI1NfMYMF•jdGTH REj3yIREMENTS AS(RW,14NN"TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. � DvtQ k: —.._.....: .......... _ • • • CWS-155 C- 9.SEALING AND FLASHING STRATEGIES 6OR CWERALL IVAI ER STANCE s�(NSJATTION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA I00(FIN WINDOWS),FMAVAAMA 200(FLSkNOE VMCM RM A 50 OX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) SHEET • •• • • ___._................................................... •w • 1:26 5 OF 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —. .............................. ........................... ff (J MIN,EMBEDMENT ............^+..................� t�r��iiAl+tYV.._. TYPICAL HEAD ANCHORAGE SEE SABLE 1 I-----SUBSTRATE I BY OTHERS VVIN00w -� - -- MIN.EDGE DIST. 1f4"MAX.SHIM-----`j r+ I SEE TABLE I MW.EDGE DIST. ----F+ -« =-SUBSTRATE SEE TABLE t ( E....... .......... SEE TABLE 1 j BY OTHERS 1900 5W 44TH AVE. E I i SEE TABLE I OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS _. ._. ._.__.r L j 114"MAX.SHIM �-.. WWw.CWS.CC SEE TABLE 1 MIN,EDGE DIST, 1 ........I._.. ..... ...... MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT_—.. SEE TABLE 1 - 8100 PVC BY INSTALLER INSTALLATION ANCHOR... .. . 3NS�E AND OUT SEE TABLE 1 SINGLE HUNG SEALANTBEHIND I SEE TABLE T EMBEDMENT IMPACT III FLANGE BY INSTALLER V4•MAX.SHIM -A _PERIMETER SEALANT ........_PERIMETER SEALANT BY INSTALLER i BYINSTALLER INSIDE AND OUT i INSIDE AND OUT .......... .....INSTALLATIONANCHOR Y..._ U. Ui € SEE TABLE 1 INSTALLATION ANCHOR _.._._...._....SEALANT BEHIND I I €r SEE TABLE i FLANGE BY INSTALLER .............._..............SEALANT BEHIND i B HORIZONTAL$ECTICN�t HORIZONTAL SECTION FIN BY INSTALLER F_... ._............... ................. ...._.... S TYPICAL FIN ANCHORAGE ' TYPICAL JAMB ANOHOR e HEAD AND SILL SIMILAR FOR FIN INSTALLATIONR R LL 7 I a 0. a 1;4'MAX.SKIM SEALANT BEHIND FLANGE BY INSTALLERS i ............ I...._......._ j U tD 't Z!. PERIMETER SEALANT MIN.EMBEDMENTBY INSTALLER INSIDE AND OUT SEE TABLE i Pleit�,t1DREtN Thi fi •. SUBSTRATE BY OTHERSso Jd No 58201fi"ti SEE TABLE i EDGE DIST, SEE E AVERTICAL SECTION r.y":�PO„�F�•S,T"ApT#pE OF ��;l/'A.J+',4" TYPICAL SILL m.� YLLw ,sQeftest NAl,�`� TABLE 1:APPROVED INSTALLATION FASTENERS ........ 419/2015 ............ FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. _�-----' FL PE#58201 FLANGE CONCRETE(2.0 KSI MN.) 3/16"ITW TAPOON 1-112" 1-1/8" PERIMETER SEALANT -- -"� 1239 JABARA AYE. FLANGE H 2" BY INSTALLER .............z NORTH PORT,FL 34286 EL CONCRETE{2.65 KSI MIN.) 3 INSIDE AND OUT PH.941-384.1574 . •• ••• • • 1�• OO ULTRA 1' t" D HORIZONTAL SECTION 7' BOX FRAh1E RJSTALLATION....... FLANGE 2X MIN.SOUTHERN PINE(o^v • N • 1.3/6" 718' HEAD AND SILL SIMILAR FOR BOX INSTALLATION &Lac&L4N4 INSTALLATION DETAILS FLANGE ZX MIN.SOUTHERN PINE( ) 910 WOOD SCREW 1.3/8' ADE 08114108 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, IS GAUGE(0.060")MINI.STEEL STUD 10-16 HILTI KWIK-FLEXOR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED; FMNBYTE FLANGE (33 KSI YIELD MM) KS SELF-DRILLING SCREW THRU Blow, 7/18` -MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED t-y. 1f6"ALUM.{6063.75 MNJ OIi ••• _ 8 DE 5 -TSP WG f FULLTHREAQ _ _ FLANGE INSIDE AND OUT,FULL PERIMETER,8Y INSTALLER. - tIW STEEL(33 KSI MIN.) • • • LWG SCREE! • • THRU 0.125' 7116' .PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUIREMENTS AS CWS-1.55 C FIN 2XMIN.SOUTHERN PINE(�<0.55)• • • W CR -ALE • • 1-11 7116• SHOWN FOR FLANGE WINDOWS. SHEET ••• - • • 12 80F8 • • • • • • • • • • Florida Building Code Online Pagel of 2 w raan! [kj�al n�llt SCIS Home Log In ! User RegWatlon I Hot ToPks SOrnit Surcharge ' Stats a Fads jt [� 1 Product Approval � >.ik.C.I 9s ��t"S k"i �..::Y? 3u si1 I�IC� )r0fe5Slfld :PuttlicUsr Regulation Pmduct Aoorova!Menu>i§ns<+uct or A�olxatton Search> ' •ion Lis >Application Cooing FL# FL36177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. F Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc 1 Authorized Signature Koss Erin i ekoss0cws.cc Technical Representative Erin Koss i Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M F0 Evaluation Report-Hardcopy Received • Florida Engineer or Architect Name who developed .Lucas A.Turner ; • • the Evaluation Report •• • • • • Florida License PE-58201 •••••• • •••••• Quality Assurance Entity Keystone Certifications,Inc. •••i•• • Quality Assurance Contract Expiration Date 07/21/2020 0000 •••• • • Validated By Steven M.Urich,PE 000000 •000* • • a Validation Checklist-Hardcopy Recelved•••••• •' -go- go ••• •••• •••••• • Certificate of independence FL'16177....(31.._Q! E,°al eD C1A1 -i's12.F+f5H&1(Y?•_ii rt'«N.4 n r- . C �• Referenced Standard and Year(of Standard) •y 0=11 0 0 • • AAMA/WDMA/CSA/101/I.S.2/A440-08 • -Nos • • � ASTM E1300-04 200, A57M E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl Oy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Surnmary of Products PL# Model,Number or Name Description 16177.1 j SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ,Yes FL 16177 RS II ON -8128(SH-8100 IMP NoSiff nchjaf Approved for use outside HVHZ.Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure*+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required. FL16177 RI AE DuPont PVB NOA 13-9129 27.pdf Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 RS AE iwyalRen GWS-8 i28($H 8100 IMP Glass complies to ASTM E1300.04. NOSiIIAnch�odf, FL16177 RI AE O taitai nex(Mikron)NOA 12-1017 02 odf Created by Independent Third Party:Yes EEO r4ext Contact its::19411-North Monroe ShmA Taiiahasm FL 32322 p114la,;850-487-1874 The State of Honda is an AA/EeO employer,Conyrioht 2007-2013-tae of Florida.::Pr'rvacv Statement::Accessibility Statement::refund Stat mens Under Florida law,emaa addresses are public records.If you do not want your e-mail address released In response to a pudic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional moa.If you have any questions,please contaU 850.487.1395.-Pursuant to Section 455.275(1),Honda statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emales provided may be used for official communication with the licensee.However emaa addresses are public record.If you do not wish to supply a personal address,{lease provide the Department with an email address which can be made available to the Public.To determine If you are a licensee under Chapter 455,F.S.,please cnck bfZ,. product Approval Aa mpts: 99 FM ffic9 S i sc^cuyit•.ass rnx.s • •••••• • •••••• •••• •••• • • •••• •••• ••••• •••••• • •• ••••• •• •• •••• •••••• • • • • • •••••• • • • • �4 I I http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAX.hlOy.., 6/24/2015 h � ' T TRN �/ 1 1239North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 FCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 51 7/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44'b Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies'with the requirements of the 5h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-81213,signed and sealed by 'Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. F Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: o May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CW9- 812B * Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"insulating Glass consisting of 1/8 Annealed or Tempered outboard it (Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann=.090PVB-1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02# t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and fiad'•'. that they comply with the requirements of the 5"'Ed.(2014)Florida Building Code for 144in this '••• ••••�• product. •. • • ...... . ...... Certification of ' nor wacqen Indepdence• I do not have nor do I intend to acquire; ill I utre,a lmanci ... :so**: • interest in Custom Window Systems or in any company manufacturing or distributing prod0jt*s...+for w1�Ch..0 00000 this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,ajWp&l intertest.. ••.••• in any other entity involved in the testing or approval process of this product. ..•00 0 '•:••• •••••• :00:6: . • ,ttaetsrrrirt0 00 : •••••• WREWr+ 0 00000 ,M•.•.• ® M, .• • 000" • • • z No 58201 1.1 4/18/2015 :it Lucas A.Turner,P.E. .P A 4%, FL PE#58201. �, ' •..•••'' �` Lucas A. Turner � S+frNA 2015-04-18 22:20-04:00 t ................. ................. _...... SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES, 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FOC),CURRENT �1 i EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1800 SW 44TH AVE, IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1988 PER THE FBC. WWW.CWS.CC _. 2 GLAZING OPTIONS:(SEE SHEET 2) -------53 115"MAX OVERALL FLANGE WIDTH 57 7t8MAX.UNIT WIDTH- 3,CONFIGURATIONS:'07X`. a. PVC SINGLE HUNG } 4.DESIGN PRESSURE RATING: IMPACT -- 47 7 tns GLASS DLO----- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES -- -- - ASTM E-1300-04, 1 63' - S.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED MAX. -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y € FLANGEOVE .- L I I DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD 2 FLANGE W m=m HEIGHT ANCHOR CALCULATIONS, BQHS 8.PRODUCT APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE m O1 DLO NOTREQU€RED. d �y 61 WWI 1 j 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ I z LU MAX. USED AT FIXED MEETING RAIL AND JAMB. ait I EIIT GHT 8.SERIES/MODEL DESIGNATION S"10D. 2 U 9.THE DESIGNATION X AND Q STAND FOR THE FOLLOWING: I I , X-OPERABLE SASH,0-FIXED SASH md , MAX, I I M SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASH 1 GLASS LOCAION. `4op HEIGHT € DLO th o �•Ci�, O 11.EXTERNAL WEEP SLOT 1/4'x 1.114"LOCATED k`FROM BOTH ENDS, I 5 No 58201 NI�l Lucas A. °= IST T raP ear: -- y i L........_...._ -T Tumer2015-04-115A 15:15-04:0051/16' 4terefxE��r i CLASS DLO �.•y' 45 a'V' —.............. ! MAX.SASH WIDTH 4111I209S LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE_ •• ••• • • • • • •• NORTH PORT,FL 34288 11 • • • • • • • • • PH.941-380-1574 • •• • • • • ••• • '6€iEET OESCFi€R1�: • • • • • • • • • GENERAL NOTES AND '€ TABLE OF CONTENTS •• ••• •• • • • ELEVATIONS GENERAL NOTES&ELEVATIONS....,i wN aP-itiA IL--'- GLAZIN£3DETAIL................................2 DESI:RATING PRESSURE ••• •• MA�Ca L14T SIZE IMPACT RATING �T � a�1s'12 SECTION vlEws........................... ...3 EXTRUSIONS&B.O.M............::..:.�..4 • . . - -- - - ANCHOR SCHEDULE&NOTES *-5 . .. • 1- 781 a1-3l4" 70 PSF LARGE MISSILE IMPACT CWS-812 e INSTALLATION DETAILS............•.....6 • • • • • • •• •�• ••• • • PEET ... _._._ .................•-•-•—•...._........._ 1:f 5 I 1 OF 6 • •• •• • • • •• •• ••• • • • ••• • • ...... ........... ............ 1900 SW 44TH AVE. OCALA:FLORIDA34474 W W W.DWs.CG ' I r slop Pvc SINGLE HUNG IMPACT � --T7 ?^---- .. ?!,T'OVERALL INSiILAT'c,^,:aLASS 8OVERALL INSULA 71" V -,.D GLAss ,._......._ .. u�. .." �"-- 178"ANNEALED ORTPAPERED ... _. W ANNEALED OR-.BAPERED € 7!16"AIRSPACE - 7116'AIRSPACE I ... _..........:x18"L-WINATERG K&W .•._.•».-8115•LA.MENATED GLA68 i v —1f8"ANNEALEDr .. R 119•ANNEALED .M*PV9INTERLAYER BY DUPONT .F190'PV6 INTERLAYER 9Y DUPONT ......_ LED 118"ANNEALED � `.,.. - - r19"AtdNEAI.E.D DURASEAL BY TRUSEAL w —.. DURASEALBYTRUSEAL PURFEGT GLAT.E"H"DR SIKAFLEX 552 - PURFECT GLAZE"H"DR 51KAFLEX 557 i m d .1��Qt._........ Ira.GL.ss BITEalk i 3£aF W �4r i ....... 1Pd GLAsserrE $ .......... v No 58201 1s ' 'y.,c�s4-C O��O '�O• irA4 SASH LITE FIXED LITS 4111/2015 _ LUCAS A.TURNER,P.E. FL PE#5820r 1239 JA3ARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34289 • • • • • • • • • PH.941-380-1574 i • • •• • • • • 04e T1�QESCRIPTI+ € • •• • • • • ••• • f ••• ••i ••i ••• i ••• GLAZING DETAILS . e N BY; iJATE: ••• •• • ••• • BAT • 06118!12 - e#' ....N _........ - • • •• • • • • • GVc15.812 B • • • • • • • • • • • ... • •• • • • • •• • • _. SHEET ' �..�.•—...._•. •__—_.•_.......... • !.. _ ......_... .1A 2 OF 6 Y ••• • • • ••• • ••• • • • ••• • • ` . ^ 1900 SW 44TH AVE, OCALA,FLORIDA 34474 8100 Pvc SINGLE HUNG IMPACT 06 SECTION&B NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. 0. cr 01 pilot 411112015 LUGAS A.TURNER,P.E. FL RE#58201 NORTH PORT,FIL 34268 PH.941-360-1574 00 SECT40N A-,* 660 00 &41 000 SECTION VIEWS BA7 06(18t12 NOTE:-ITEMS NOT SHOWN FOR ZL4UTY*: 20,25-26,36-37,44,51-52,55-56VS4,80-S8 CWS-612 B so too SHEET OF 6 ° = °° ° ° PARn LIST FRAME .............. ITEM PART# IDEWRIPIVN PRAME CORNER VENDOR MATERIAL ---3118" CONSTRUCTION 1 1-1-6031 ]Main Fr,,SH,vdRg,,PVC,Head Mjkron Vinyl Mikmn Vinyl 2 H-6031 IMain Fr.,SH,w/Fig.,PVC,Sill C W- WMIDOMEMMSM: 3 H-6031 Main Fr,,SH,w/Fig.,PVC,L.Jb. Mlkron Vinyl 19M SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Flg.,PVC,RL Jb. Mlkmn Vinyl OCALA,FLORIDA 34474 6 5-1577—Irnpact Hook M Alum F WWW.CWS'0C 8 ............. ti-6027 Sash Most.Rail,PVC Mikron Vinyl 211116, 9 H-1497 Reint.Sash meet.Rail Keymark I Alum F----I Mikron Vin 11 10 H-6028 Sash Bottom Rail,PVC CORNER WELD 8100 PVC 12 1-1-19004 Sash SI Raii Mlkron Vinyl (ALL SIDES) I T* LN SINGLE HUNG 13 1 6-1495 Heira.STRISIO& 14 1 S-60" Giz.Ed.,7,18* Mlkron Vinyl PVC FRAME FLANGE-6031 PVC SASH SIM,FWL-6028 PVC SASH TOP RAIL-6027 IMPACT 18 S-6013 Scm.Adept.,w/Nib,PVC,Horiz. Mikron 19 S-6014 Som.Adapt.,PVC,Vert. Miluon Vinyl 20 S-8-029 Sash Stop/Filler,PVC,Vert. Mkron Vinyl t11r- 23 1+1699 Reinforcement,SBR ...... Ke Alum sr" 13 A 71T . 24 P-2190 Balance INS-1 - .......... 25 -TZF59-Sash Cam,PVG BSI Plastic f > _28 P3046 BSI SS 2 Iff life, FIXED MEETING RAIL PVC Interlock SCREWED TOGETHER WITH Z7 P-3783 Telae Out M�111 z --28--7-4069 0 Keeper,Impact,PVC Intorlock mac OUTERrRAME 30 P-3215 Weep Cawr wl Flap1.8 Geer Plastic REWF.,IMPACT HOOK-1112 rwab 32 _f-3429 Wsfp.0270 x.187 back FhSeal,5—ray UR >w PVC SASH SIDE RAIL-6004 FD(ED RAIL-1835 Tlu 9 Er 37 P-4638 #8 x 2-1!2 PH Mod,Truss,Type A,TEK 2 Fastenal Steel :;� 1-- 38 P-3768 #8 x 0.625 Ph PH SMS Hub-City steel 9: 4-1 -4051W#8 x 1.250 Ph PH TEK,WN. l'-I 39 P Hub City Steel 0 11211- -1 US'- 40 P-4264W#8 x 3/4 FH PH wi#6 Head,—TEK,Wht. Hub City Steel P-3342 Seim-Sealer,SM-5504 Schnee T-11 -@ CL Ell 7N' 45 -3752 M&M Nylon 00 —'H' NlkalHenkol .......... ........... '2 1116" z 47 F-3438 =&'E.-AP t-11 1 48 P-3352 Set.Blk.,85 Our.,1/8' *111"1101, x 518,x 27 Lg� F.Lowe Rubber PVC SASH STOP-W25 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 51 .1DREW P-3881 emporary P-3813 52 WS Lbl,(logo) Pro Label A 0 4, 53 Sash SEE SHEET2 a'4._ T. GLASS 3/ir" 3u4 114" 140 58201 54 Fixod SEE SHEET 2 GLASS z ouraseef yrs 56 P-Ml Spec Tvie 62 P3218 Screen Frame,Horiz, /ir STATE OF dr/tw Alum 63 P-3218 Screen Frame,Vert. AEimetel Alum A 64 7-3321 Screen Frame Corner Key HEINE S.O.RJS,S.R.-1498 REINIF. BTMRAIL-1699 REINF.TOP RAIL-1497 PVC,GLAZING B 4 o R Allmetal Plastic BEAD-6064 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass SNAON% 66 P-3228 Screen Spline,155 Dia.,Blk- Dapa Vinyl 67 P 3029 Semen Pull Tab Summit Alum 68 1 P-W33 Screen Spring,SS Fl.Screen I SS 4111/2015 1 70 P-3i-1�- crewSupportk1w PVC -:I-Ir. N .........—- 3 k, = 1! ::I�yfon LUCAS A.TURNER,P.E, M.F 71 H-1 938 Fixed KeymM I Alum 0 3/ir FL PE 11158201 M S 72 S-6063 Cofer,Fixed Rail Mlkron Vinyl 1239 JABARA AVE. 3 7 Sl 3 S-1112 Reinforcement,Impact Hook Keyrnt Alum, NORTH PORT,FL 34288 P 35 74P"3541 10 110- 0-Head,T • Wien PH.941-360-1574 112, .......... ITEMS NOT USED: ............ LINE NEE -17,21-22,29,31,33.36,,W-43,4% —W 130M AND EXTRUSIONS 5,7,11,15 4 �6 DRAWN RY: SCREW SUPPORT-3113 IMPACT HOOK BAT 18112 S-1577 CWS 812 EXTRUSIONS AR E APUMI A.JM 6J63-:9�NL:S40TJ0ERV§SE IIAD, 8 NOTE:ALL EXTRU a: .:. ... ..0 -0: 0 * �SHE ..............t—!� 1:2 ---------- ....... ............ ........... ' . ' ' ^ MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE VVINosymemso SUBSTRATE BY OTHERS SEE TABLE I V4"MAX SHIM BY OTHERS I SOO SW 44TH AVE, SEE TABLE 1 OCALA,FLORIDA 34474 ____T f SEE TABLE I www'CWS= PERIMETER SEALANT SEE TABLE I MIN,ED(�Z DIST. BYINSTALUER SEALANT BEHIND INSTALLATION ANCHOR .... .......... SINGLE HUNG IM'MAX SHIM IMPACT FLANGE BY INSTALLER SEE TABLE I PERIMETER SEALANT By INSTALLER INSIDE INSTALLATION ANCHOR AND OUT SEE TABLE I !13,EIIY INSTALLER H lZnAl=I�E.TI.ON, Ln CONTINUOUS DOUBLE 3116-BEADS OP PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND DUCK BY INSTALLER, SEALANT BEHIND Lu FLANGE BY INSTALLER MIN.EMBEDMENT BYINSTALLER SEE TABLE I INSMEANDOLIT SUBSTRATE BY OTHERS vz Z_z No 58201 SEE TABLE I MIN,EDGE DIST, ,--�YERTICAL SECTION TYPICAL MILLANCHORAGE STATE 0 ANCWR TYPE MIN.EMBEED-MM FL PE#53201 3/1T ITW TAPCCN 1-lfr PERIMETER SEALANT 1239 JABARA AVE. BVINSTALLER _2 INSIDEANDOUT NORTH PORT,FIL 34288 ' HEAD AND BILL simun FOR BOX INSTALLATION OROELOOSUILIRAWN t-afEr 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X M IN.SOUTHERN P INE(13 n05) #10 WOOD SCREW 1-319* 713* UP TO AND INCLUDING A BOX-FRAME APPLICA-nON IS ACCEPTABLE PROVIDED: DRAWNW-.- : ........... GAUGE(D,060")MIN.STEEL STUD #10-16 HILTI KWXFLEX OR ITW FULLITHREAD BAT 06118/12 ^ WNCRFTE(2.86 KSI MIN. 00 00! 3 _Lw IJITR&CON 1. 1. J�C�HORIZONTALSECTION PH,941-380-1574 GROUT-FILLED CMU(ASTM E-90) - - I;Er ALUM.(WM-TS MIN.) INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. - 1/8'STEEL(33 KSI MIN) 00 7118" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B SHOWN FOR FLANGE WINDOWS, SHEET ° ro � 00 ° ° ° °° °°° ~ ° - _ , Florida Building Coda Online Page 1 of 2 .. G r, ct BaS Home Login I User Registration Hot Topics Submit Surcharge Stats&Fans R,t,`ir•t 5^ ''.0 lVM=Stime= i rni a t ca=sn JJ � t ro ssi n l r ttrrt Approval tISGR:Put&ic User Regulation Product Approve?Menu> >Aap4catlro >Application Detail k �.-.b.."'wovF� .r FL# FL9520-R6 Application Type Revision Code Version 2014 Application Status proved Comments Archived 13 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)366-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.oc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekass@cws.cc a Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows, s Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner •••••• the Evaluation Report • • •••• •••••• • Florida License PE-58201 •••• • • • Quality Assurance Entity K rtlfications,Inc. •••••• • •••••• Quality Assurance Contract Expiration Date 7/21/2020 •• •• • • • Validated By Steven M.Urich,PE •••• • • 10 Validation Checklist-Hardcopy Receive* • •*000• ••••• Certificate of Independence FL9520 R6 C01 EvalRe 6A C3 it M*P-*1LglM*119dDdf •• ••• •••••• t • •••••• • • Referenced Standard and Year(of Standard) • • • yeah • • ••;• ••••• AAMA 450-06 • • 200 • • ASTM E1886-05 ••• 2005 •••••• ASTM E1996-09 •• • 2009••• i PA TAS 201/202/203 1994 •• Equivalence of Product Standards Certified By htip://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZl... 5/6/2016 3 Florida Building Code Online Page 2 of 2 Sections from the Code C i Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products i FL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications,(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 CWS-836A 3 in Mull,IMP f i Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R6 AE EvalRep CW5-836A(3 in Mull.IMPl.odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 It CW5-837A t4 in Mull,IMPhodf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation instructions FL9520 R6 AE EvalRep CWS-837A(4 in Mull.iMPI odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum,Tube Mullion 5 1/2"Alum,Tube Mullion,Horizontal&Vertical,Fin& Flange applications.(IMPACT) Limits of Use Installation instructions Approved for use in HVHZ:Yes FL9520 R6 11 CWS-838A(5.5 in Mull.IMP).vdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R6 AE EvalRep C S-838A15.5 in Mizll.IM 1 odf and Evaluatlon Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use.- Bark Next Contact tJs::1910 North Monroe Sheet.Taliahassva FL 32399 phone;,,$¢-47-1824 ` ••• sees •••••• • i The State of Florida's an AA/EEO employer. ligrida,n Edyacy SlAtr.1 enc:t A 9libliltv fi' :*z� •• • •••• • •••••• Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a putil! fids nxluest,do not send • elearoolc malt to this entity.Instead,contact the atHoe by phone or by traditional mad.If you have any questions,please c;i'j-% Q./g7.1395."pursua•t to •••••• Section 455.275(1),Florida Statutes,effective October 1,20[2,licensees licensed under Chapter 455,F.S.must provide the 6epartment with an email address if • • they have one.The emaile provided maybe used for official communication with the licensee.However email addresses are p is fqprd.If you do W914iR0 supply a personal address,please provide the Department with an email address which can be made available to the public.Tosletemine*you are allicensee udAer so:*** Chapter 455,F.S.,please dick hare. 0000 •••• • lervouct Approval Acceirm0000 ••� •• ••••• • • • • • •••••• !KY.'tlfltYSi]7td Ea'� • • • •i. • • 00 f • • I i http://www.floridabuild.ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZl... 5/6/2016 • rm L1 1� 1239 Jabara Ave. 1 North Port,FL 34288 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 836A April 27,2015 Product Description: PVC 3"Mullion H-1758 Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61020-3.005 (4). This product complies with the requirements of the 50`Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-836A, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3833-1,-lA,-2,-2A,-3,and-3A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E, 1996-04/06/09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-836A, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details: The lower of the individual window design pressures and the mullion design pressureg... shall apply to the entire assembly. •••••• • Requires 6063-T6 aluminum mullion and clip extrusions. • Certification of Independence: I do not have,nor do I intend to acquire,nor Wil!IlAquire,a •••••• financial interest in Custom Window Systems or in any company manufacturingp8f$istributin� • products for which this report is being issued. I do not have,nor do I intend to ac ou ry,nor Willi. ..:..' acquire,a financial interest in any other entity involved in the testing or approval prgress of 4ws..• •••••• product. + RE kOW -`,t R No 58201 Y';A •• 4 � * * = 4/27/2015 =`oVP ! ' Lucas A. Turner P.E.STATE OF I FL PE#58201 Lucas A.Tumer 2015-04-27 21:00-04:00 1 ,3n PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TOC.OMPLYWITH QNDlW`MTEMSffl SHOWN wAAFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH S VELOCITY HURRICANE ZONE(HVHZ)AND 1S RATED FOR WIND ZONE 4 MISSILE LEVEL 1 1 50WO0W 44TH AVE• S FLORIDA 34474 D IMPACT USE AS DEFINED IN ASTM E 1496 PER THE FBC. OCW,CW&CC 2.CONFIGURATIONS(SEE SHEETS")-,VERTICAL OR HORIZONTAL. — -..............___.._ _ 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3"PVC —®w�^��°"'� {REFER TO SHEETS 2-3} MULL BAR 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS, W INDLOAD DURATION FACTOR 0d=i.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. _.................. S.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. E 8.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER o:D! ANCHORCUP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. _ ...... ANCHOR CLIP 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT € w m F eqi �7 I APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE: ; e O o APPROVAL. 1 RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY Eto I 7 I APPLICABLE LOCAL LAWS,BUILDING COOK ORDINANCES OR OTHER SAFTEY j I i w REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. IAL ( 1 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS If DRAW NG.SINGLE UNIT'S TO BE MULLED TOGETHER MUST BE MANUFACTURED BY ` CL UJ x I x �( CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR _ EXTRUDED ALUMINUM. 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG ASLTHE SINGLE 4 UNIOW WIDTH A D HEIGHT ARE NOT EXCEEDED,AND MULLION$ARE ANCHORED AS [ ,§` A�p�I�sAi y�� F E ANCHORCLIP� p°��'�GEtd$'• �ie 90 10 8 9 I i.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. ,r'JOS r ti e th'a VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER `-J No 5620) .,� EXAMPLE.HORI7J.VERT.MULLION FOR SECTION VIEW ONLY ANCHORCLIP---; _ 100�. 6TATE OF :-`'Inti Lucas A.Turner i10 A- 0 R%'0.0 S' 2015-04-27 ��rZ40MA1. lw-o 21:00'04:00 itllti�HiiiS Q a 4/27=15 LUCAS A.TURNER,P.E. FL PE*58201 1239 JAISARA AVE. NORTH PORT,FL 34266 •• 000 • • • • • •• I x PH.941-360-1574 • • •• • • • • • .t DCSCRIPTIUN: 06 TABLE OF CONTENTS•• •i • i o • •• •• GENERAL NOTES AND ••• •• • • • •• L! ELEVATIONS GENERAL NOTES&ELEVAT10tsi�,..,., ,....1 -- _._ _.. - - gyTN — - OP CHARTS.............--.................,......,....,.3� _. BY BM&EXTRUSIONS ..................,....4 ADE 09/27/12 EXTRUSIONS................ •• •••• ••• rt ow s_ REV-.EXAMPLE VERTICAL MULLION FORCONFIGURATIONS&ANCHOR t9DTE9?....8 PVC WINDOWS FOR SECTION VIEWSONLY CWS-836 A INSTALLATION DETAILS.,..,........._. •910 scvtLE. SHEET ® • �_..._......__-----------!. • --._....................... - 1:25 1 OF 10 • • • • • • • • • • _ , Design Pressure Chan(PSS for NON-MTERSECTED Impact P 9' JIIon H-1768,with 1522 ollps using lour(4)#10 Saaws Imo 4N000 of METALor 3/t6"fiW Tapcons or ELCO UL7RPCON3 fnb SOLID ETE ..._...... or WOOD per each end of m u l lion.HOLLOW or GROUT-FILLED BLOCK mquka 114'ELCOULTRACONS. OPBIINGSIZE an. WENDKSINSYSlEMS 397 45 51 1 157163 1 69 75 318 81 87 93 99 107 318 114 120 126 132 136 145 318 1900 SW 44TH AVE. 37 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 OCALA,FLORIDA 34474 c 42314 800 80.0 80.D 80.0 80.0 80.0 80.0 8D,0 800 80.0 80.4 80.D 80.0 BD.D 80.0 80.0 60.0 800 WWW.CWS.CC 483/4 80.0 80.0 80.0 80.0 0 80.0 80.0 80.0 80 0 80.0 Sao 80.0 80.0 80.0 80.0 80.0 80.0 85.0 �..........__.....__--- 53 118 800 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 800 800 05.0 65.0 65.0 3"PVC z 800 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 65.0 65.0 650 _: .- 63 80.0 80.0 80.0 no no 80.0 80.0 80.0 78.9 76.8 74.8 725 66.0 65.0 9. .:: i y.._ _ MULL BAR 65.0 65.0 65.0 65.0 BS.o to BS.o BS o 65 0 65 0 65.0 ss.o _ IMPACT 68 es.fl 65.0 65.0 65.0 65.0 85.0 650 850 65 0 85.0 65 0 83.5 1 7265.0 65.0 65.0 650 65-0 1 65.0 65.0 64.9 61.7 59.1 56.9 53.7 14coi P CHART IS FOR: NON-INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): i 1522 CLIPS D (4)#10 SCREWS INTO WOOD or METAL ( -(4)3118'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD-(4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK Zfu Design Pressure Chert(PSM)for NOWINTERSECTED Impact PVC 3"Mullion H-17 8,with1776 dips with six(6)#10 Screws into WOOD or METAL or W W ITW Tapcona or ELCO ULTRACONS Into SOLID CONCRETE or I J>r WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 114"ELCO ULTRACONS. a a cr OPENING SIZE(in.) � rr c1: 39 45 51 67 63 69 75 318 81 87 93 99 107 318 1 114 120 125 132 138 145 318 ,uj. 37 80.0 80.0 60.0 80.0 80.0 80.0 800 800 no 80.0 800 no 80.0 80.0 80.0 80.0 80,0 80.0 a' 42314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0, 80.0 80.0 80.0 80.D 80.0 800 80.0 no 80.0 80.0 � X10 48314 $0.0 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 65.0 Z. 53118 800 80.0 80.0 80.0 80.0 80.0 .0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0ul 80.0 65.0 ��+t�t41DREstx+m� 63 80.0 $0.0 80-D 80.0 80.0 80.0 80.0 80 0 80 0 0.0 80 0 80.0 86.0 65.0 65.0 85.0 � 65 85.0 65.0 65.0 650 85.0 66.0 65.0 850 65 0 65 0 65 0 65.0 65.0 p 1 - r ,• No 58201 ;"A S 68 65.0 65.0 650 65.0 65.0 650 65.0 65.0 65.0 B&O -85.0 $.. 72 65.0 65.0 1 65.0 650 65.0 65.0 65.0 64,9 61.7 %1 56.9 53.7 r 'rpt+ DP CHART IS FOR: STATE OF NOTES. +Oc NON INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): 1,THE MULL BAR IN FOCUS FOR ANY GIVEN '*y6�"•wp R'�""'p t`�� 1776 CLIPS CONFIGURATION IS SHOWN IN BOLD. -(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL .(B)3116'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BARS)ATTACHED TO IT(SHOWN IN BASHES) Y-(5) 114'ELCO ULTRACONS INTO HOLLOW or GLUT-FILLED BLOCK THROUGH THE USE OF MULL BAR CLIPS. AN 4/2712015 INTERSECTED MULL BAR WILL ALWAYS BE -..... ATTACHED TO THE SUBSTRATE AT BOTH ENDS- LUCAS A.TURNER,P.E, 5.NON-INTERSECTED MULL BARS CAN BE ATTACHED . FL PE#58201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239,1ABARA AVE. TWIN TR`:PLE TRANSOM OVERTWINTRAN60M OVER TRIPLE VERTICAL MULLION • VERTICAL RIULLIONVERTICAL 6ILL.LION VERTICAL MULLION NORTH PORT,FL 34288 • • TWN TRIPLE Tw1NRnIPLP PH.1341-380-1574 • • • • • • • • • HORMOHTAL MULL" HORIZDNTAL NULLM 14MO NTAL.MULLM • •• • • • • ••• • T DP CHARTS • • • • • • 3' T' "-- z •• ••• •• • • •• x w ttOPENING----- SIZE I NON-INTERSECTED -w+ C�7 W [U" OPENING_-..-............... MULLS LADE 09127112 _............. • • • •• • • • o fir" IREv.:_ i• i i i L }_ o GAMS-836 A OPENING SIZE -•#.pPH4MdSi t• • -•t}PPV7tx;$t2E� _J OPENINO Size L-_.MUILLENOTH -+ I-MULLLEN(M ---1 MULL LENGTH » d; ..-- SHEET ••• • • • • • 1 1:1 2 O F 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure Chan(PSF)for INTERSECTED Impact PVC 3"Muiibn H-1758,with 1522 dips using tour(4)#10 Screws Into WOOD or METAL or 3/18' aprons inb SOLID CONCRETE or WOOD,or 1 78 dips �Ptt with six(8)1110 Screws Into WOOD or METAL or 3/16'ITW Tapoons into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROUT-FIL ED BLOCK require 1/4'ELCO ULTRACONS, lr t7rtrcc�li�rv�y/f/( OPENING SIZE n. VhNt>�W sYaTiA1S 39 45 51 57 63 69 75 318 81 87 93 89 110 3B 114 120 126 132 138 145 3B 1900 SW 44TH AVE. 37 50.0 SD.O 50.0 50.0 50.0 50.0 5QD 50.0 50.0 50.0 50.0 5D.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA.FLORIDA 34474 A 42314 50.0 50.0 50.0 50.0 50.0 50.0 5MD 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWW.CWS.CC 48 3/4 50.0 50.0 50.0 50.0 50.0 '50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 53118 50.0 5D.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3"PVC Lu 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL 63 50.0 50.0 50.0 50.0 50.0 5D.0 $0.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 la� 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WO 49.8 -T7-6r-y:. 72 50.0 50.0 50.0 50.0 50.0 50.0 5C-0-1- 50.0 50.0 50.0 50.0 1 45.4 1 44.0 75.375 1 50.0 50.0 50.0 50.050.0 1 50.0 50.0 1 50.0 60.0 46.8 44.0 40.0 DP CHART IS FOR: �v INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): cq do 1522 CLIPS .(4)#10 SCREWS INTO WOOD or METAL ' :u.... (4)3118"T W TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(4) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK Q 1767 CLIPS l ivy -(6)110 SCREWS INTO WOOD or METAL -(6)3116"tTW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(6) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK [ s I ( .LU *�4��PSSORE��er�r HORIZONTAL MULLION `Q gr' S N VEfiTIGM1E MULL" .1-- � o-�:•No 58201 ';�'lt i � :'f'•!: * wt it /STATE OF ;.1[ly2' ' w w ( TWINI rites (O R Styes1'$`ay. ITFHPLEI UNITS (BELOW 4127 -.... OPENING SIZE � - MULL LENGTH- . LUCAS A.TURNER,P.E. F1.PE#58201 E 1239 JARARA AVE. NORTH PORT,FL 34258 •• ••• • • • • • •• PH.941-380-1574 • • •• • • • • • st+�icesc�;PrtoN; • •• • • • • ••• • NOTES: OP CHART • • • • • • • • • I�LILLS •• ••• •• • • • •• f.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTELI CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAA HAS OTHER MULL - -- -dA BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 091`27112 •• THROUGH THE USE OF MULL BAR CLIPS.AN os o- Peu • ••• • ••• • INTERSECTED MULL BAR WILL ALWAYS BE _ - • i i T ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A • • • • • • • • • • • 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED • •• • • • • •• • • TO THE SUBSTRATE AND OTHER MULL BARS. SHEET ••• • • • • • t:1 3 OF10� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ -- - - .............................. ITEM PART iR 13/5"x S' ON FRAME TYPE OPENING T' BAR CLIP "L"INULLBAR CLIP 1 H-1758 1 318'z 3"MULLION TUBE LINE ITEMS NOT USED: F11522•XX 1787 XXX} 2 #10 OR#12 HEX WASHER HEAD TEK SCREW"see note bel 5-8,12 NEW F1522-013 F-1787-DOt ................. 3 00 x 1 112',PANHEAD PHILIPS ZINC FLANGE RETRO F•1522-M F-1767-001 4 #10 FLAT WASHER 1900 SW 44TH AVE. 7 S-1897MULLION CLIP FM NEW F•1522-013 F-1767-004(L&FQ .FLORIOA 34474 8 SEALANT RETRO F-1522-013 F-1767-0040& WVdW'CWB.GC 9 SAM DRIP CAP ' NEW NOT RECOMMENDED F-1767-M PVC 10 S-1848 FLA BOX RETRO F-1522-008 F•1767.001 Ser P Y Ili 11 S�80t8 MULLION I RIOR COVER 13 P 9466 MULL BAR CAP MULL BAR 14 F-1522-013 3'SLOTTED NEW CTION FIN MULL CUP _ IMPACT 15 F-1622-005 3"SLO 16 F-1767-001 L-ANGLE 3'MULL CLIP,STANDARD - 17 -1767-004 3"MULL CLIP,FIN,LEFT j 18 F•1767-004R L-ANGLE 3'MULL CLIP,FIN,RIGHT1- 19 1#10 HEX WASHER HEAD TEK SCREW #10 FH TEK SCREW I p `USE WOOD SCREW SIZE(410 OR 012),SPECIFIED IN WINDOW UNITAPPROVALDOCUMENT w 11 co� E 07 112' «+-1 7118'-+^I 1 7!16' , I---.81.'JZr I Imo`� I atlS' .... �$.._._. 7116" 'LU Wu Y6. _ , -1116" 7116" ,[•,,.::.. DRIP ORP 5-1895 113f1$" ci 15118': 113118° MULLION turERIOR COVER&6018 FLAME ADAPTER 5-15% 2 7:16 E .lie 7 :'8"Y q'Z' • .,i 7115"" � p �t1}sca.ccsxry u 4 _ ,,�� fgbRE4y�G�er� TOP VIEW 2 7116" �,,..,.—.. b�fj .........15116" Z-5 213(16' No 56201 `t 75 .....ilg. .. ..............._ �. a _..2 1116' . .. i. ........... __�0�7 STATE of f L! I -1J 1 3°4'—+i 1 9/8' ?5. M"a% 'Itr 23+1x" rO R tbFrO�,��`• 3"MULLBAR H•1758 MULUON CLIP 5-1897 1 4127/2018 2174" LUCAS A.TURNER,P.E. F-1522.006 FL PE#58201 x-116 RETRO 1 FLANGE CLIP 1239 JABARA AVE. NORTH PORT,FL 34288 • •• • • ••i • • • PH.941-380-1$74 00 0 •• • • • • • l F-1522-013 •• *0: ••• •4 • • ••• NEW CONSTRUCTION I FIN INSTALLATION BOM AND EXTRUSIONS A SCARE,BEND AND BREAK t TO REMOVE FIN FOR FRAME ATTACHEMENT TO NULL BAR ADE ( 03}27112 • 000 •• • DEfrUe♦ • _ W. ........_.9r__ - - TYP.F9J FRAA,IE •-. •- •_. •_• _.3:t•_ • • _ - GWS-83$ A • •�I • • • • • • • • • NOTE; ALL EXTRUSIONS 1"LUh:IsUM 60&.T8 U449S OTHEVISE•I j4rED. Com- SHEET 1:2 4 OF10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ _____._....................................................._... _ - `T"MULLBAR CUP "L"MULLBAR CLIP FRAMETYPE OPENING F-15?2Lvv 1767-XX FLANGE NEW F-1522-013 F-1757-401 m q StY�IYSTEAtS RETRO F-1572.006 F-1767-001 1040 SW 44TH AVE. FIN RETRO, F-1522-013 F-1767-404(L&R) OCALA,FLORIDA 34474 RETRO F-1522-013 F-1767-004(LAR) WWWZwS.CC NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-152E-006 F-1767-001 3"PVC MULL BAR IMPACT :„..__..._234^ 2114"........... tq! T— c'..' � ♦ GD ir,ol 7518” :2 SAM 27116, f n.'E are`tzttl ........i 7118"THRU(TYP)--- tt1"THRU(TYP) OUT6,DE 0;% 11 �.Lypktalerl►+�� , '(TYP).......... 711V(TY ♦�+� p,M1......Ste, L `�• q�P,.4kG O w. No 58201 .�-P 4518' tt229M"E 1 ✓ ....SI). ATE OF 40 3" 0. 4 'fey�0N�tt61�{��,`1 0 7Ar 422712015 LUCAS A.TURNER,P.E. 23+4".......--i 'l"ANGLE 3"STANDARD MULL CLIP-P-1767-001 FL PE#58201 1239 JABARA AVE. V ANGLE 3"MULL Wj•,FIN(L� }Fj787jK,4L•• • • ••• V ANGLE 3"MULL CLIP,FIN(RIGHT}F-,787-004R � NOPH, PORT, 34268 PH.5413$0--11 574 • • •• • • • ;1T DE RIP(�hl: •• ••• •• • • • •• EXTRUSIONS • ••• •• • ••• • ADE 09/27112 ............ _ 4: _ WET, • _ • •- ••• • ••'• • • •— •• • • _— - _ CWS-836 A • • • • •• • • • • •• • • ALr SHEET ••• • • • • • 1:2 5 OF 10 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 4 WINDOW wsYST9M3[1ti �: 1900 SW 44TH AVE. OCALA.FLORIDA 54474 WWW.CWB.CC I .............. ............. �........................ MULL PVC tp MULL BAR SEAL RE4O AT FLANGE APPLY SEALANT ALONG FULL [ IMPACT ' SEAL BEHIND FLANGE _. PRIOR TO AttACHlNG LENGTH OF WINDOW FRAME [[ PRIOR TO ATTACHING TO MULLION ...._. TO MULLION _.0 i -- 2 GROOVE PRIOR TO ATTACHING 1 1 .1 COVER .T...._.... T`7 FIN MUST BE REMOVED WHEREWINDOWS CONNECT TO MULL .............. t I X s f � z _._. =n m A }fORIZONTAL MULL BAR$EGTIQM p HORIZONTALMULL BAR SECTIONA.VEf[TICAUHORIZOFiTAk MULL BAR SECTION �6 MANGE FRAME WINDOW s FIN FRAME WINDOW � BOX FRAME WINDOW .........._..___...._� _.. it 1 27 AP PLY SEALANT ALONG FULL.--, Sys;[islBDTpg`.fr OF NGDVL�PRAfTCiPeREW PRIOR TO gMFR Terre* ADAPTOR I 'Q J•.�tiC.$NNF•�'p��s"w No 59241 Z?f FIN MUST BE REMOVED *' * '*; WHERE WINDOWS ? " CONNECT TO MULL - C9 O r moi. STATE of DETAIL A W-(SEEDEIrAILS) SEAL BEHIND FLANC3E— - J2712015SEAL BEHIND FLANPRIOR TO ATTACHING I (SEE DETAIL B) I LUCAS A.TURNER,P.E PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL P!r#SB201 TO MULLION LENGTH OF ROOVE PR)OR TO ATTACNG FLANGE 1239 JABARA AVE. • • • •• ADAPTOR NORTH PORT,FL 34288 ��B�'�VFH£ICAL t� B+ • • • • (._g._VERTICAL MULL BAR SECTION 1 PH 941-380-1574 l�JFLAN�E FP}lME YYIM •• • • • • • \sJ FIN FRAME WINDOW ( - _ • •• • • • ••• • L SEC71ON VIEWS � •• • • • •• MULLS C twf -- 0 00 • • ADE 09127M2 ` _ • • • • • • • - •• •` DETAILS A C • • • • • • • • • • • • •• • • • • •• • • L~ SHEET ••• • • • • • 12 6 C3F10 ••• • • • • ••• • • • • • • • • • • • • -- - - ^ - , _............ ...................................................... ........... - __ ___ ri CD CD CD CD 19M SW 44TH AVE. OCALA.FLORIDA 34474 CD CD MULL BAR IMPACT l TOP VIEW SECTION VIEW A-A FIN FRAME Iz A. 5'MULLEAFI(R-1760) IA DP CHARTS1 PARG APPROVAL FOR 6 APPROPRIATE DP CHARTS) F. No SEENCTEI 7 :U=MAX EDGE DISTANCE SEEwp�, vm�wn ��mo�. ON a��,�o IME MAI E&E DISTANCE ��'am = 1 SEE NOTES 1 2 - (I ==~"'°°ep ( � _ menms^60 sm�/n N1)TE -�--' LUCAS A,TURNER,P.E. 1239 JABARA AVE. NOTES: ' monn� w/mm�, PORT,FL 34288 _. ' TO�OWN��___.AND SECURE WITH.EMS..�.,.^AND��" ^ , ~° ° ° ° ° ° ° ° ° ° °° °°° = ° ° ° °° °Eu'fOmvIEWw MAYBE LOCATEDAS NEEDED WHILE MAINTAINING A MINIMUM CUP EDGEOISTANCE MULL INTERSECTIONS °°° ° 3,THE ABOVE Sr'CTMS APPLY TO ALL MULLSAR-T"ULLBAR CONNECTIONS, ."= 09127/12 ° ° ° _ � -- REGARDLESS OF ORIENTATION(Le.,HORIZONTAL OR VERTICAL).THE FULLLENGTH MULL MUST""THE SAME"EP,KomGREATER,THANnEINTERSECTING MULL. ^ ,o�ww^Mvu/��wm� CWS-838 u.��scm/u�mrxm�mRw^uM�s�L �� - - - ------ - �- _ - _-. __ __ ______|__ �� _ 1 7OF/o SHEET ( ` � � NOTES: ...... 1,THE MULL BAR 94 FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2,AN INTERSECTED MULL BAR HAS OTHER MULL Quaw4mmmm VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 19M SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS,AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW'CWs.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS, 3.NON-1-INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS, T,PVC MULL BAR J IMPACT OPEN'I'NG SIZE- Uf-ENINGwzE OPENING SIZE� OPMING SIZE ............. TWIWTAIPLE HORIZONTAL MULLION TRIPLE TWIR'TRIPLE z HORIZON AL MULLION HORIZONTAL MUI.UON HORIZONTAL MULLION VFRTICALMULLION LLJ OPENING jSNGLEI I SZE TWIN on L —_—————— ]TRIPLE( 2 UNITS w BE 0 'z -MUULLENGTH MULL LENGTH MULL LtNarH OPENING SIZE MULL LENGTH— to 201 *Z Z-AA CTATC OF itUZ %0 NOTES: 0 R 113 m 1,AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TD MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT M NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEADTEK SCREW OF THE SAME SIZE(#10 OR 912)AS WE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK$CREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR, 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. 4127r2015 LUCAS A.TURNER,P.E. 1 ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DWIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED 4 FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION, 1239 JABARA AVE. NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SVtl!BE V4C(:iDjNq%fgH"05 MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH�14pl llif(N�'11-1574 MINIMUM SPECIFIED INTABtjE 1,SHEET49, 09 • 5,ANCHOR EMBEDMENT TO SUf6• !* RATE314AdL 139 BB*WD**D V-046.DRESSING OR STUCCO, FOR CONCRETE)CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE•-IX BUCKS CONFIGURATIONS AND ARE OPTIONAL. *0 o4e *0 0 * * 00 . ANCHORAGE NOTES 6,A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5, tmvuuy_— i ADE 09/"112 7,WOOD OR MASONRY OPEN*GSI TUCKS ANDSWCK FASTENER$SNALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. E SUBSTRATES SHALL MEETIIHE MINIMUM SVRENGIVI PIQUIREMIONTS AS SHOWN IN TABLET,SHEET t CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. -0 0 •• 0 0 0 a 0 , CWS-836 A B.SEALING AND FLASHIN aRATEUS FbR or q FLJ$TE:REcr4AfrE DF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS; PMXIAAMA 101)(FIN WM S). AAMA W U0461, RJVWDMA 25D(BOX WINDOWS),FMAJAAMANVDMA 300(EXTERIOR DOORS) SHEET .......... .. ......... __............. ........... .... 8 OF 10 . ................ ...... ... DOW �MeE VYINSYt'1 EM5 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC .............................. ................._.,...... ..... I T#PVC 1 MULL BAR IMPACT RETRO FIT I—'L"AN©LE MULL 6AR CUP i MULL BAR CLIP TWO REO'D PER EACH ENO OF MULL . MULL BAR _ MULL BAR '._�_ • , i....._... _ .__ 7 _ . � . . INSTALLATION ANCHOR -. ANCHOR......- ltN+1 W' SEE TABLE i lNSTALLAT SEE TABLE i €€ SEALANT ALiLO - -- 3 —ADD STRUCTURAL ELEMENTS --._ —ADD STRUCTURAL ELEMENTS I f t5e OJ Z! AS REO'D TO DAME LEVEL FOR SEALANTALONG - - EDGE BE EXPOSED --—:' OUTSiDe EXPOSED - AS REM TO MAKE LEVEL FOR MULL BAR EDGE 1IY INSTALLER < EDGE BY INSTALLER MULL BAR i1 7PERIMETER SEALANT PERIMETER SEALANT 1 s fes: :LLt [NrANSTALLER DE AND OUT MITI.EMBEDMENT BY INSTALLER ! E MIN.EMBEDMENT I SEE TABLE i INS03E AND OUT SEE TABLE 1 m SUBSTRATE BY OTTERS............+-I ....... SUBSTRATE BY OTHERS—_.. SF.E:TABLE 1Is !\ SEE TABLE 1 €__.;.. :... MIN.EDGE DIST. —'---,. 1+----+*--MIN.EDGE DIST. SEE TABLE Y SEE TABLE i __ r..I) VERTICAL SECTION (E—VERTICALSECTKNt tisspsttuttr$T 9 t TYPICAL FLANGE(RETRO F!')ANCHORAGE �.g� TYPICAL FLANGE(1'ANGLE)ANCHORAGE wt t?RE q HEAD AND JAMSS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION gs+1 �+......... for w: No 58201 ^9; STATE OF j4V `pi NAI,. \```r ttr1r11i NOTES: 4127=1 5 LUCAS A,TURNER,P,E. i.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE*58201 TABLE 1:APPROVED MUII CLIP INSTALLATION FASTENERS 1259 JABARA AVE. SL7BSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED W€NDOWS NORTH PORT,FL 34289 CONCR AFTER INSTALLATION, PH.941.38D-1574 ONCRETE(2.85 KSI MIN,) 1 E 1314" 1' 3.RECESS RETRO MULLION CLIP 3Ar MAX.FOR CLEARANCE OF WINDOW s €T`v s atPr fm: UNIT AS NEEDED. INSTALLAVON DETAILS Irl 2XMIN.SOLPMERN PINE(Gm0.55) 1-315` 7(8" 6" TA OR ELGO ULTRACON 4.FOUR(4)ANCHORS REQUIRED PER T FLANGE MULL CLIP,SEE SHEETS 2.3. _........__ 2XMIN.SOUTHERN PINE(0=0.55) 7110 WOOD SCREW 1.318` 718' THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2.3. ° e rs tre (3 GAUGE LD MIN)MIN.STEEL&T.ID•• •410-16 OLT1 KWW-JWXOIiRW FULL THREAD S.SEAT MULLION TIGHT TO MULL CLIP. ADE 09/27112 33 KSI YIELD MIM • • • TEKE S9LF-DRLLMIO SOREW THRU O.06fl" 7118' ta0 '—' 7 .: 118'ALUM.(6D63-75 MIN.)OP.• • 410 M i SE TAP IN(W' FULL THREAD B.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CW5-938 A 118'STEEL(33 KSI MIN.) • •• • EROiiN3 SCREW•• • • THRU 0,1 7116' SPECIFIC INSTALLATION DETAILS. 7 SHEET 1:2 9 OFIO • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 e "Dow SYSi1ENS 19DD SW 44TH AVE OCALA,FLORIDA 34474 W W W.CW S,CC ;......__............_......_._...................i 3"PVC MULL BAR IMPACT RETRO FIT V ANGLE CUP MULL BAR CLIP TWO REO'D PER EACH END OF MULL ^—MULL BAR --MULL BAR ( m: co 1"< INSTALLATION ANCHOR '. _ INSTALLATION ANCHOR 1 . SEE TABLE 1,SHT 9 SEE TABLE 1,BHT 9 a i ;> 0 SEALANT ALONGE -... ".- SEALANT ALONGE -_......_ ... - ..... J OUTSIDE EXPOSED gOUTSIDE EXPOSED EDGE BY INSTALLER arab° EDGE BY INSTALLER nro•o; t Q EXTERIOR FINISH `off MIN,EMBEDMENT EXTERIOR FIMSH =y�, rw- W BY OTHERS .? SEE TABLE 1,SHT 9 BY OTHERS t MIN.EMBE6AAENT . - BEE TABLE I,SHT 9 -w' PERWETERSEALANT._........... •-, , PERIMETER SEALANT——on$ : I � 0 BY INSTALLER e• BY INSTALLER ' INSIDE OUT / INSIDE AND OUT I _* I ¢ SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 .• ---�--MIN,EDGE DIST. -MM.EDQEI7LRT'. v~ro, �CTNg'- BEE TABLE 1,8147 9 - SEE TABLE 1,SHT 9 F1 VERTICAL SECTION G� VERTICAL,S£C1TCX•I „°`, l•`i. `�S'� TYPICAL FIN(RETRO F17 j ANCHORAGE:. 10 TYPICAL.PIN("L'ANGLE)ANCHORAGE r; No SB2Q1 '; HEAD AND JARS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION z I "A V. STAT r- DP + 4/2712015 LUCAS A.TURNER,RE NOTES: FL PE 6 58201 1238 JAARA AVE. •• s•• • • • • • •• 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 • • • • • • • • • AFTER INSTALLATION. PH.841380-1574 •• •i ••i i i ••• •• 2.RECESS RETRO MULLION CLIP 313'MAX.FOR CLEARANCE OF WINDOW �NfliPri Ia---- • • • • • • • • • UNIT AS NEEDED. INSTALLATION DETAILS •• ••• •• • • • •• FIN 3.FOUR(4)ANCHORS REQUIRED PERT'MULL CLIP,SEE SHEETS 2-3. THREE(3)ANCHORS REQUIRED PER'L'MULL CLIP,SEE SHEETS 2-3, 4aAwN`nY bare: ADE 09127112 • 0:9 •• • ••• • 4.SEAT MULLION TIGHT TO MULL CUP. DING , _. • •` •• • • • • • 5,FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW Cir1"30 A • • • • • • • • • • • SPECIFIC INSTALLATION DETAILS. _ SHAT • •• • • • • •• • • 12 OF TO ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y Miami Shores Village Building Department MAR t 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 131'. f/� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20i(J BUILDING Master Permit No. V t --5� PERMIT APPLICATION • Sub Permit No. ' yiS t -'�—U_s - { QBUILDING ELECTRIC ROOFING Fj REVISION ❑ EXTENSION RENEWAL f PLUMBING [:] MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I b 0,5 qi'> Su p City: Miami Shores County: Miami Dade Zio:- 33 3C 7 Folio/Parcel#: I I ' 105 •O I S - iJl I O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: kOWNER:Name(Fee Simple Titleholder): ZyC(69_ CDC 10i CMS Phone#: Address: 10 Q t City: .4 U a U a �(`> Ve� State: X( Zip: �Z>15 C� Tenant/Lessee Name: N/A Phone#:N/A Small: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT ASSOCIATES Phone#: 1-954-792-4415 Address: 3044 SW 42nd STREET City: HOLLYWOOD i State: FLORIDA Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#. CGC061890 Certificate of Competency#: i DESIGNER:Architect/Engineer: N/A Phone#: N/A P Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ 4'50 ( "' Square/Linear footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: �Q tr';t('e � zK m oel-G( 'Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee S DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ r Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �Revisedo2/24n014) F � a r Bonding Company's Name(if applicable) N/A , Bonding Company's Address N/A I , ,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 t 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 tapplicable 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$25DU, 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 Signator OWNERorAGENT CONTRACTOR j The foregoing instrument Dwas acknowledged before me this The foregoing instrument was acknowledged before me this - -) day of �C� ,20 (� ,by 3 day of r Cil 20 �> ,by is tvb4 CPQ KA WI S,who is personally known to " :e u-P fi N o-Q t who is personally k_awn to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. 0 NOTARY PUBLIC: NOTARY PUBLIC: 5 *� `gra a 02a 5 020 Sign: Sign: ' Print: Print: u '�•,, :o • h e _= Seal: MYCOWNH�.A{,�I{i�},��.p �13��y{q"6i Seal: oPc 000 E><�tRES• ��FFI�P gCfil'En'nr. -r.,�ninhnrCertitrr^, t ,uN t APPROVED BY t 1 Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) i i 2/17/2017 Property Search Application-Miami-Dade County i"A4 rr 't ' OFFI"" E 01"" THE P"PERTY PRAI'SLH U U HU AP Summary Report Generated On:2/17/2017 Property hiformation Folio: 11-3205-015-0110 ` Iw Property Address: 1080 NE 93 ST ) Miami Shores,FL 33138-2939 , a Owner DIANE EDE NICHOLSy ti Sn.cIT Malting Address 1080 NE 93 ST MIAMI SHORES,FL 33138 USA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT F Beds/Baths i Half 3/2/1 Floors 1 r Living Units 1 Actual Area Sq.Ft •'' `T - '" Living Area Sq.Ft 5 Adjusted Area 2,332 Sq.Ft Lot She 8,906 Sq.Ft Taxable Value Information Year Built 1963 2016 20151 2014 County Assessment Information Exemption Value 1 $50,0001 $50,0001 $50,000 Year 2016 2015 2014 Taxable Value $273,0461 $270,8011 $268,255 Land Value $298,578 $271,304 $240,442 School Board Building Value $162,307 $162,307 $158,110 Exemption Val $25,0001 $25,000 $25,000 XF Value $656 W441____1543Taxable Value 1 $298,046 $295,801 $293,255 Market Value $461,5411 $434,1451 $399,095 City Assessed Value $323.0461 $320,8011 $318,255 Exemption Value; 1 $50,0001 $50,0001 $50,000 Taxable Value 1 $273,0461 $270,8011 $268,255 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,0001 $50,000 Save Our Homes Cap Assessment Reduction $138,495 $113,344 $80,840 Taxable Value $2M.0461 $270,8011 $268,255 Homestead Exemption $25,000 $25,000 $25,000 r=rd cond Homestead Exemption $25,000 $25,000 $25,000 Sales Information Notall benefits are applicable to all Taxable Valles(i.e.County,School Prevk»� OR ,Cly,Regional). Sale Price Book- Qualification Description Page Short Legal Description 22610- 55842 08/01/2004 $380,000 2170 Sales which are qualified k BELVIDERE PARK PB 16-71 [04101/2002 $0 21597- Sales which are disqualified as a result of LOT 1&N15.5FT OF LOT 27 BLK 3 4883 examination of the deed LOT SIZE 73.000 X 122 COC 22610-2170 08 2004 1 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 Miaml-Dade County assumes no liability,see full disclaimer and User Agreement at httpl/www.miamidade.govfinfo/disdaimerasp Version: t i s a Speciaky Engineering Consultants,Inc. .�Fp10°fy� Wind Velocdes in South Florida V a 5 1599 SW 30 Avenue,Suite#201Dade Broward Palm Beach Boynton Beach,FL 334328 Risk Cat.1 165 156 156 [nw risk a humans Grmc sheds 0. 4 FL.CA#009217 - Risk Cat.2 175 170 170 Sin c Farm Raidc+k;ca 5' 0� Risk Cat.3&4 186 180 180 Fsswtial Facilities P'-q 'I/GCp- CICp \I nts e.ns and limitations of Use I/ 1 1 Charts provide wind pressures based on the mean roof he ht.And shall not exceed 804'. 2 Des"n ressures are for an enclosed builindin shutters or other im c[resistance protection required). .i -V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-1a 3 User shall determine the mean root he ht, Eave height+Roof PEM, Risk Category 11 Table L5-I,page 2 4 End zone distance is the lessor of 10%of len th,10%of width,or 40%of the mean roof height and not less than 3'-0' - Exposure C S tion 26.7 5 If 50%of a com nent is in a rt'ular Zona then that component! considered to be in zone with the ma of the area.I7 questionable then lace in Zone 5 r Kd 085 „Table 26.6-I,page 250 8 Each com nen4 window,door,mullion has a Iributa area that a area to be used.Area of components to rounded down but shall not be less than 10 sf. Kxt 1 Figure 26.8-1,page 252 7 For NOA's that r wire a Kd=1.0 then multl I the values listed herein b 1.18. GCpi 0.18 .0.18 0.55 B Wind rassures are based on Allowable stress des"n. - pitch ofroof 3/12 14.0 degras 9 Des'n ressures listed herein are valid for E as B and C and a sure D. max roof he'ht 30' theta 14.0 degrees - 10 Charts and values listed herein are onl valid when s ned dated and sealed b Ga McDou le,PE#56214 or Mark LeBlanc,PE#35683 or Adam D.LeBlanc,PE#77012 11 Wind des'n ressures are calculated in accordance with ASCE 7.10,Method 2 - 12 No reduction Is taken for slo C=an 10 degrees. Arca ofwmponmt Arcaofwm ncnt Arm ofw m1 Area of nent Area ofwm nmt Areaofw nmt Arm ofwm nwt Area ofw nae Arca ofw nmt Area ofwm mm Area of wm nwt 10.0 sf 15.0 sf 20.0 sf n 25.Osf 30.0 sf 35.0 sf 40.0 sf 45.0 sf SO.Osf 55.0 sf 60.0 sf Mean Rwf Hcight 4✓one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 b -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 0 0 40. 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 • • 1 _-!14_0 -5,L4 42.8 -52.0 -42.4 -513 1 -42.0 -50.5 41.6 -49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 45.8 -39.1 -45.1 •• 0 0 0• 41.1 41•1 a 36.8 39.8 39.4 ., 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 • • 17 --44% -55.10 -45.4 -52.7 -42.9, -51.9 -42.5 -51.1 42.1 -50.4 -41.7 -49.6 -41.3 -48.8 40.8 -48.0 40.4 -47.2 40.0 -46.4 -39.6 -45.7 •• 0 0 0• 0 41 to 41cli `46.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 • 0 18 -45.1 -59.7 0 45.9 -53.3 -43.5 -52.6 -43.0 1 -51.8 -42.6 1 -51.0 1 -42.2 -50.2 1 -41.8 -49.4 1 -41.3 48.6 1 -40.9 -47.8 1 -40.5 -47.0 1 -40.1 46.2 • 42.1 42.1 418 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 •••i•• 190 0-15.7 -56.4 •411.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 46.7 • 0••• • •47• 47.6•is•1712 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 • • 2' 46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 41.0 47.2 ••••• • 1 43.0 416 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 • • 21 • 9-16.6 -57.(f ••45.3 -55.1 44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 43.1 -51.0 -42.7 -50.2 -42.3 49.4 - -41.8 -48.5 -41.4 -47.7 •••••• 43.4 4-1b4 9 9 04J.0_ 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 • -45.8 -55.6 -45.3 -54.8 44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 • •••••• 4. *41.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 • j • '230 -67.5 -5a7 as•46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 •• 0••0 0 0 Jb4.2 4452•• 4:.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6. 24 -480 -59.2 -46.6 -56.7 --46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 42.6 -49.1 0 •411.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 - 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 1 -46.0 -55.1 -45.6 -54.2 -45.1 , -53.4 -44.7 -52.5 1 -44.2 -51.6 -43.7 -50.8 1 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 ,-53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 -48.2 -58.5 --47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 45.8 -54.2 -45.4 - -53.3 -44.9 -52.4 -44.4 -51.6 -44.0 -50.7 46.0 46.0. 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 X403', 40.2 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 47.6 -57.2 -47.1 -56.3 - . 1 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 -44.8 sk!011 44.3 X11 LI 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 ``4`p 9 V4a! 4 // 30 -50.3 -62.1 -48.9 -59.4 48.4 -58.5 -47.9 -57.6 -47.4 -56.8. -47.0 -55.9 -46.5 -55.0 -46.0 r. -54.1 •-45.6 -53.2 -45� 1 QxR 3• • ,e I/ No 77012 D = * FEB 2097 * 13 TA E OF R \'O'* �, ,f /i/f S� "• `vim' J , MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:1080 NE 93 St, Miami Shores FL,33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Required Yes/ Yes/ No Yes/ No 1 WINDOW FL16177.1 +70.0 -70.0 40.1 -43.4 52 x 371/4 NO NO YES 2 36 x 371/4 3 4 5 6 7 •• .. .. •8 00g *0000 1 ..... .... .... � ^ " p [ - _ ..- 4-4 52 x 37 114 F36 x 371/4� 41 FL161 IL JDFPT 711 tjM AL -IMPITY 18 4. 5,14 ° . ° ° ° ° - - - _ - Florida Building Code Online Pagel of 2 G J a [k aii Rt SCIS Home i Log In ! User Registration ( Hot Topics submit surcharge Stats s.Fans l'0 5SI IdProduct Approval USLR:Public User Regulaf110n Preduct Aoarovai Menti>Product or AaoltcaLl Seams>ggq'm:ion List>Application email FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved I Comments Archived j Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekosskbcws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FZ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 10 Validation Checklist-Hardcopy Received { Certificate of Independence FL-1 117.._Rl....Q ' 3928 SH- S,l?i,, .O.ru3 r11i rl lh 'f •• ••• • • • • • •• Referenced Standard and Year(of Standard} • •• •nnAPiMAnW9M,7EnA/1074I.S.2/A440-08 2008 •• ••• A9RM Ht3o0.04• •• 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 n •:• •PATAS•201J2023 ••• 1994 Equivalence of Product Standards • •• • • • • • • ••• • •• • ••• • Certified By _ htip://www.floridabuilding.org/pr/pr_app_&I.a;px?pamm=wGf;VXQwtDgvyf4ngAXhl.0y... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code a Product Approval Method Method 1 Option D t Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products QPt.# � Morcel,Number or Name Description 16177.E SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Urn its of Use Installation instructions Approved for use In HVHZ:Yes FL 16177 RI II CWS-812B(SH-8100 IMP IyillRnch)Ddf Approved for use outside HVHZ:Yes Verified By.Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party!Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PUC Impact,no sill anchors required. EL16177 R1 AE DuPontdf Safety glazing required on outer lite above 30 ft.in HVHZ, FL16177 RI AE EvaiRep GWS-8.11B(SIU100 IMP, Glass complies to ASTM E1300-04. NOEtIIAnch}.odf EL16177 R1 AE Quanex(Mikron)NOA 12- 017 n2 )df Created by Independent Third Party:Yes Back Next , Contact US::1940 North Morroli Street,Tallabillsm FL 32ana Rh011e.:650-487-1824 The State of Florida is an AA/Ee0 Employer,Copyright 2007-2013 State or Florida.:;Prhracv Staterry nt;k&CESSUlitu Statement;;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a pudic-reeprds request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mad.If you have any qumtloras please contact 850.457.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the kcam".However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address wtlkh can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please click h . Prodcxt ApprovalArcapt4: M FM .,lA. I v.ulril.xxr rxu'n t I •• ••• • • • • • at • •• • '• • • ••i • I •• ••• •• • • • •• • ••• • • • • • • • •• • • • • • • ••• • •• • ••• • k http://www.floridabuilding.org/pr/pr_app dtl.aspx?pa;an-i=wGIIVXQwtDgvyf4ngAXhlOy... 6/24/2015 i T T 1239 Jabara Ave. *✓ North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 440'Ave,Ocala,FL 34474 r 1 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and seated by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA I01/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. , Limitations of Use: This product: May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B * Is impact resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 R in HVHZ) —Air-5/16 Laminated(l/8Ann-.090PVB-1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5h Ed.(2014)Florida Building Code for use in this product. P Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. r 1V aw Goo y-e No 58201 i rI 4/18/2015 r.. A « ; •:a Lucas A. Turner,P.E. •' :. `T ' 41 FL PE#58201 Y °�°a ' v�,`. Lucas A. Turner ... •�•,t �Niei i►+}'S� 2015-0 -18 , : :•: 22:20-04:00 `E . . . . . . . . . . ... . . . ... . . .........-...... ................. ................. ....._......... GENERAL NOTES: �q ? , SINGLE HUNG - LARGE MISSILE IMPACT THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED (�H7llti }I�yWUU�r •Ci TO COMPLY WITH THE FLORIDA BUILDING CODE TOO),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVli2)AND i 19W SW 44TH AVE, 5 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED I OCALA.FLORIDA 34474 iN ASTM E 1996 PER THE FBC, WWW,CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) r---53 179"MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'CM. `8[100 PVC 61 7B"MAX.UNIT WIDTH-.................... SINGLE HUNG f 4.DESIGN PRESSURE RATING: IMPACT-— 4711116•GLASS DLO- - -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1SD0-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES -- -- ASTM E-1300-04. _ __ 1 S.ANCHORAGE:THE 331!3%STRESS INCREASE HAS NOT BEEN USED MAX. tN THE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOROVEAu FL I _ DETAILS.WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD w RANGE ANCHOR CALCULATIONS. HEIGHT 13 I S 26 13118" BLASS .PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE •• i I GL NOT REQUIRED. ':...> $ o; • • � •a•• • � I i 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL,JOINT SEAM SEALANT � 11° w •••�•• • g�3l4� [ a • • • •'f.tAX.• I USED AT FIXED MEETING RAIL AND JAMB. o i •••••• UNIT LL - •••••• • • ;• NEXT .. &SERIES 1 MODEL DESIGNATION SH-8100. • • • ; 9,THE DESIGNATION X AND O STAND FOR THE KUOW ING: p; • • •••••• X=OPERABLE SASH,O FIXED SASH • I ••• •• • •• e• 1 1 %0 d 3<t5" I m rrte�: • • • • • 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR *41:00 •••• •••• •1'� 267/H" - • SASM �� GLASS LOCATION. ltyyteragi *960: •••• •e• HEIGHT I X DLO tt�ttg pj3t�REirr ��i • • • • s l 8 11.EXTERNAL WEEP SLOT-1/4'x 1-1/4"LOCATED 4'FROM BOTH ENDS. �Jj: No 58201 vy. • 4 i • • • • ........... LUC2S A. ��: • 59 S STATE OF •+U: •••R•• ••••• • • a A 2015 0411 �`•y`�SjOOA4� tt��tt *000• ` i ... -- 15:15-04:00 y��ernrnrru" H+ GLASS OLD z� 49 sre" ............... ? 411112015 MAX.SASH WIDTH ...._..... € LUCAS A.TURNER,P.E. FL PE*58201 1239 JA13ARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHE�IP'TWh: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES iii ELEVATIONS....., DESIGN PRESSURE GLAZING DETAIL................................2 MAX. UNIT SIZE IMPACT RATING BAT i MIW12 SECTION VIEWS.................................3 RATING ;�W�—..iRER— EXTRUSIONS 8 B.O.M:.......................4 - 5 51-718 x 61-3/4 +/-70 PSF LARGE MISSILE IMPACT GWS 812 8... ANCHOR SCHEDULE&NOTES.........5 INSTALLATION DETAILS................ SHEET 1:fb......_..._.. .......... I 10F6 .................. ........................ -Tl-;,� SNOISIA3V 031V&n e wy UJ .............. 8 A Z ............................. zo ............ .... ........ ........... Sat 7z ZZ ui ........... fA LL 00 • 0:9 • ................. ........--- ...................................................................... ........................ SNOISIA3'd .. ......... .............. f'fA uj VII Ot Z'- �#............�� Iva ZLOMMUMHNOOBU� V al/91MO rn LU A Y° n SttEotyoWn 6W Q*AZ L6 A CL U- Z< 3.*1 .................................... -W*. 4, W ---K-- e! �* NO tj < co Z ............. ................................ Cc(L .................................. HN: ................................................ ............... Ft 5w; Z Lu Z 0 F LU TO tap Ir 0 z < z Ir rti '09 z ev LU rN z ................................ 00 0 0 fi ............. .............. PARIS UST FRAME CORNER I YtKW ITEM PARTE DESCRIPTION VENDOR tNATERIAI .........•____31f8"--•—�{ CONSTRUCTION l 1 H-6031 Main Fr., H,wlFlg.,PVC,Head Mikron Vinyl 2 H-W31 Main Fr.,SH,w/F .,PVC,Siit Mikron Vinyl I w.—t 1W16 WNROf7V4 SY5TEM5 01 3 H 6031 Malt Fr., H,w/F .,PVC L. ht. Mikron Vi z31t6" I 2 ,` 1900 SW 44TH AVE. 4 H-6031 Ma n Fc,SH,w(Fig., V ,R Jb. Mikron:e Ylnyl I OCALA,FLORIDA 34474 _ 1 S S-1577 im ctHook eymark, Aum 3 d WWW.CWS,CC 0 H-SD27 Sash Mast.Rail,PVC Mikron Vinyl 211116" 4 /yg• t T111.1 ------..... FI-1497 Reim,Sash Meet.Rail K mwk Alum illa" ttl H 6020 Sash Bottam Bali,PVCMikron Vin IL Via" CORNER WELD $100 pVG 12 -W04 SashSIdClTap/Bot.Rail Mikron i I (ALL SIDES) SINGLE HUNG I 1:8 13 8-6498 int. .S./8' ,R PVC FRAME FLANGE-8031 PVC SASH STM.RAIL-8028 PVC SASH TOP RAIL-6027 ' IMPACT 14 56064 Glz.Bd.,718' Ilvon Vin I _ 18 I S-6013 Scm,Adept.,vi/Nib,PVC,Horiz. Mikron Vinyl j Ie7 N 19 1 S•6014 Som.Adapt.,PVC,Vert. Mikron Vinyl 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 1 € F 23 H-1689 Reintorcement,SBR Ke mark Alum 718 13166 1 ________ 1 24 P-2190 Balance BSI 816 I Y . 25 P3059 Sash Cam,PVC BSI Plastic 26 P-3046 Taka Out alp BSI SS 6 eta' 21/8' ' 1118" m V66'• FRED MEETING TH RAIL z 27 P-3763 Look,r,Irapa PVC Interlock SCREWED TOGETHER WITH GUTEP.FRAME 2E P•d069 Kae r,Impact,PVC Iltterltx:k Zamaa 1116^ �_Q 0 30 P-3215 Weep Cow vvlFlap Gaer Plastic REINF.,IMPACT HOOK-1112 16 32 P-3428 Wsfp.,0.270 x.187 beak Pitsea!,Gray UBraab �'n z > PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 O,W 37 P-46 #8 x 2-1?2 PH Mod•Truss,Type A,TEK 2 Fastenal Stool Q a I¢ • P3708 Ira x 0.625 Ph PH SMS Hub City Steal •••• YB P-4061W# P260 Ph FM TEKII14M. Hub C' Steel it2« ,t i/a'^« 1 tt8"y f < o • P 4264W#8 x '4 FH PH ! tiead}TEK,Wht. Hub City Steel T*t8 I A a W •••• R !t►Seaer,541 504 Schnee 7 t dt6" • 45 P-37 p ug,112^Hole • M&M Nyla1 __ • _ V _.... • 47 P3438 §Ika0ex 552 or E a"H" Si e/Henkal v16" —1116 "tea" T— iiia" m ¢ O — z •••• 1»sn,,rr •40 P• 2 e Rik.,85 atx.,118"x 5J8"x 2"L9- F.LAwe Rubber PVC SASH STOP:6325 PVC SCREEN CATCH.6913 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 ��ti�tt4 pRE1,1,et!4 51 P-3061 Tom Lbi, �i t�;•...., l *y t •'�t;BNg••�p 4� ••• 52 F 38191OWS Lhl,(logo•• Pro Labe! p:`� �•• ••••• Sest13/a HEET2 G 3r4 ^ 1ta^ I. v r N82 o 501 ti�11L • 54 F*d SEEi*SHEET GLASS 3(18 ••••• 66 PW IScer **e& Durascal • 15',16. li G,ro' t tY 82 P3218• craen Frame rtz. Alimetal Alumtr66 �—_ i/16^ �_._ �9�S STATE OF t 04 **see 63 P-.1218 Screen Frame,Vail. Allmetai Aum . *%A •��w: •• 64 P- r n FramaClnlelr Atlmetat Plastic REINF.S.R.RJ3.3.R.-1468 REiNF. 876 RAIL•t89.9 REINF.TOP RAiI-1487 PVC GLAZING BEAD•806a yFN0 R%1D -`�N • 65 P-9581 S•reen Cloth, 0 x t Ibergtass Batterute Fiberglass 'rriB�dNA *Goo* 60 P- Screen SplineP.156 k. BIk. Dapa Vinyl 67 P*2 &Wen Pull ThbP Summit Alum 68 P 84 Screen Spring,SS FI.Screen SS 4111/2015 70 P-311 Screw Support for PVG T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1838 Alum.Fixed Rall Keymark Alum 0 3/le, FL PE#58201 72 S-6 3 Qw,Fixed Rail Milk Vinyl p 1239 JABARA A 73 S-1112 Relnforoement,Impact VE. Keymatk Alum NORTH PORT,FL V34288 E. Td P-3541 d8 x 112",Pan Head,TEK Fasienal Steel PH.941-380_1574 ' '••t S/i6" 1Y["--1»+y D P1 tI�1:_.... UNE ITEMS NOT USED: T 5,T,t1,15 iT,21-22,29,31,33.36,di-03,48,49-50,65,57$1,69 8 !^----_-3"---- BOM AND EXTRUSIONS 74- 111 ...ills" _ T= DrIAWN �.... SCREW SUPPORT-3i 73 ' IMPACTHOOK BAT 06/18!62 S-1577 We--s CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. - SHEET 1:2 4OF6 € tA ........... ... ' TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT WINDOW 3YSTElyS .......... ••�--MIN.EDGE DIST. SEE TABLE i SUBSTRATE SEE TABLE! BY OTHERS �V/ f 1t4"MAX SHIM—« ....... SEE TABLE 1 1500 SW 44TH AVE, SUBSTRATE BY OTHERS...-a,� ! ...--I- I i OCALA,FLORIDA,34474 "`/ WWW.CWs.DD SEETABLEI MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 BY INSTALLER MR EDGE DIST. INSIDE AND OUT .... .... ._t. SEE TABLET 8100 PVC I . SEALANT BEHIND INSTALLATION ANCHOR-....... . ... __...-� SINGLE HUNG FLANGE BY INSTALLER -t/4'MAX SHIM SEE TABLE t IMPACT + ---PERIMETER SEALANT `.......' """" . 'INSTALLATION ANCHOR BY INSTALLER " :•. 1 } SEE TABLE 1 i INSIDE AND OUT . —_.........._SEALANT BEHIND ° HORIZONTAL SECTION INSTALLER uOm. a O GE BY INST CONTINUOUS DOUBLE 3/18 BEADS a B r � TREMGCAZE Ui6C0SEALANT AROUND 6 ....TYPECV�JAMB ANCHORAGE I '' o Z PERIMETER AT ALL fNQ1CATED POS'E'S ,¢ p W BETWEEN FRAME AND BUCK BY INSTALLER. ......... 114"MAX SHIM c� U; SEALANT BEHIND FLANGE BY INSTALLER i • PEAMETMSTAER SL*ALANe • ' : •• •gy LLER • • MEN.EMBEDMENT .._... ' .. • SEE TABLE 1. DRE tINSR7E AND OUT s•• • • +�wrm4g�DRE4y eT9*, SUBSTRATE BY O-WERS • • /7 .+'?,yam No 56201 •• iEE••TABLE I • •• ....... MIN.EDGE DIST. •, ': • • • • SEE TABLE i s •• :•• •••• jFil I@AL SECTIONSTATE OF 8 TYPICAL SILL ANCHORAGE • ••• •••• •••• .::see X .. ... .. .. ...... 411 112016 • ......... TA 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. • SU • ANCHOR TYPE MIN.FJABEDM FL PE#58201 •• 1239 JABARA AVE. 3/16"ITW TAPCON 1-1/2" 1.1 BY INSTALLER rll~ 11OLL 2" INSIDE AND OUT NORTH PORT,FL 34268 CONCRETE(285 KSI MIN.) 3116"ELCO ULIRACON 1" 1• C HDRMNTALSECTION PH.9413$0-1574 8 BOX FRAME WSTALLAT,ON S 0 lP1`ICIN'-"� GROUT-FILLED CMU(ASTM C-90) - 3/16'ELCp ULTRACON1-114" v Z-1/7' HEAD AND SILL SIMILAR FOR SOX INSTALLATION 2X MA4.SOUTHERN P9JE(0-0.55) 3115"rtw TAPCXN4 ar t8- 7!6" INSTALLATIC3N DETAILS OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 2X MIN.SOUTHERN PIE(G=0.55) #10 WOOD SCREW 1-318" 716" UP TO AND INCLUDING A 8OX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 16 GAUGE(0,080°)MIN.STEEL STUD #10.16 HLTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18112 (33 KSI VELD MIM TEKS SELF-ORILLWG SCREW THRU 0,060' 7116 MIN.t/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 1187 ALUM.( INSIDE AND OUT,FULL PERIMETER,BY INSTALLER, O I 6063-T5 MIN,}OR #10 GRADE SSELF-TAPPING! FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-$12 B 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116 s SHOWN FOR FLANGE WINDOWS. catE ' � SHEET .............. 1:2 ........... ............�............. 6 OF 6