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Home My WebLink About18-20101 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 /20101 BUILDING PERMIT PERM IT_"INFORMATION_ _.LOCATION INFORMATION Permit Number: 20101 Address: 6444 ASHVILLE DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s):5 Block: Section: Square Feet: Subdivision: SILVER OAKS VILLAGE Est. Value: Parcel Number: 03-26-21-02200-00130-0500 Improv. Cost: 14,554.00 OWNER INFORMATION Date Issued: 8/13/2018 Name: REGIDOR JOSE A JR Total Fees: 172.50 Address: 6444 ASHVILLE DR Amount Paid: 172.50 ZEPHYRHILLS, FL. 33542 Date Paid: 8/13/2018 Phone: (608)481-6479 Work Desc: INSTALL 9 IMPACT WINDOW & 1 DOOR/S/S CONTRACTORS APPLICATION"FEES FLORIDA HOME IMPROVEMENT ASSOC BUILDING FEE 172.50 /1 I .Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATIO CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "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." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CON CTO TURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i illlll IIIII IIIII IIIII IIIII lilll Illli IIIII IIIII IIIII IIII IIII 2018117970 Permit No. Parcel ID No 03-26-21-0220-OUDOO-0050 Rcpt:1973624 Rec: 10.00 NOTICE OF COMMENCEMENT DS: 0.00 IT: 0.00 State of FLORIDA County of ' PASCO ;07/13/2018 L. K. , Dpty Clerk THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel Identification No. 03-26-21-0220-OODOO-0050 Street Address: 6444 ASHVILLE DRIV_EA ZEPHYRHILLS,FL 33542 2. General Description of Improvement •w�/�(1 �7 c,,a �t)Cc C: PRULA S.O'NE IL,Ph.D.PASCO CLERK & COMPTROLLER 07/13/2018 10:20am 1 of 1 OR i8'K 9756 PG 592 3. Owner Information or Lessee information if the Lessee contracted for the improvement: - REGIDOR JOSE A JR ,6444 ASHVILT?bRIVE ZEPHYRHILLS FL Address City State Interest In Property: OWNER Name of Fee Simple Titleholder: (If different from Owner listed above) Address FLORIDA HOME IMPROVEMENT ASSOCIATES City state 4. Contractor. Name 3044 SW 42ND ST FORT LAUDERDALE FL Address City State Contractor's Telephone No.: 954-792-4415 5. Surety: Name Address City State Amount of Bond: $ Telephone No.: 6. Lender: Name Address City State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specked): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of co ncement and that the s ated there' are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Si atu of Owner or Lessee Owner's or see's Authorized O ice Irector/Partner/Ma er g-%4A'sTdle/Office A` AO&�� The foregoing instrument was acknowledged before me this�day of �c ,20��by '$+�. (Iyl. as �(�`I L+� (type of authority,e. officer, ustee,attorney in fact)for (name of party eha wh nt was executed). Personally Kno OR Produced Ident�cation❑ Notary Signature Type of Identification Produced Name(Print) PL=State ate of Floridalmeida GG 139459'1-di21 wpdata/b cs/noticecommen cement-pc053048 STATE OF FLORIDA,COUNTY OFpASCO THIS\STO CERTIFY THAT THE FOREGOING|GA d we TRUE AND CORRECT COPY OF THE DOCUMENT DN FILE OR0F PUBLIC RECORD |N THIS OFFICE AND OFFICIAL SEAL THIS 1887 8 DEPUTY CLERK Y .J' :t City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ( �� A�. Date Received: Site: U 7 7` .5 �S (4c Permit Type: �� 5 S ,/O Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ See This comment sh et,shall be kept with the permit and/or plans. l Kalv' w' —Plans Examiner Date Contracto d/or Homeo ner (Required when comments are present) Plan. Review : Windows & Doors 1). :Need m:anufacturinginstallation specifications 2) . Must meet sectio.ns'R308 and:-R.612 of the 201.7 F.B.C. .' 3) If windows are to be installed inside-the historical district,they Will need to*be approved by the historical co:mmitfee. 4)- No other shall be permitted (framing, plumbing and-.mechanical) unless otherwise specified-: . . 5. This is.for re lacement, lass for lass, .onl If ou_wish to Chan a from screeri,or vin l p (g g ) Y Y i; Y windows to.glass;then additional information is required.: 6.) All-windows to .wall connectionsahall be left Visiblefor. inspection. . 7) All labeling. nd:stickees:shall.remain.on,windows.until final inspection: 8.)_• :No-work shall start with ermit first p.. 813-780-0020 City of Zephyrhills Permit Application -813-780-0021 Building Department ` Date Received Phone Contact for Permitfi 954 673 Owner's Name REGIDOR JOSE A JR Owner Pho mber �608-481 6479 Owner's Address 6444 ASHVILLE DR ZEPHYRHILLS FL 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6444 ASHVILLE DRIVE ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION SILVER OAKS VILLAGE-PHASE 2 PARCEL ID# 03-26-21-0220-0OD00-0050 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK M = STEEL = DESCRIPTION OF WORK /k.t u*S S BUILDING SIZE OOTAGEF____7 HEIGHT BUILDING IS { VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ r AMP SERVICE PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ rlJ wV\YX =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA S NO BUILDER ,J COMPANY FLORIDA HOME IMPROVEMENT ASS3PAfES SIGNATURE REGISTERED Y N FEE CURREN IN Address T FORTLAUDERDALE FL 33312 License# CGC061890 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# F 1111111111111111111111111111111111111111111111111111111111111111111' RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed. Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions:• Fill out application completely. Owner 8 Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) " Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs If shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW A-8/2018 03-26-21-0220-OOD00-0050 I Pasco County Property Appraiser Data Current as Of: Weekly Archive - Saturday, June 23, 2018 Parcel ID 03-26-21-0220-OOD00-0050 (Card: 001 of 001) Classification Q1 - Single Family Mailing Address Property Value REGIDOR JOSE A JR Ag Land $0 6444 ASHVILLE DR .Land $19,192 ZEPHYRHILLS FL 33542-4874 Building $129,795 Physical Address Extra Features $814 6444 ASHVILLE DRIVE ZEPHYRHILLS, FL 33542 Just Value $149,801 Legal Description (First 4 Lines) Assessed (Save Our Homes) $114,864 See Plat for this Subdivision Homestead 196.031 - $25,000 SILVER OAKS VILLAGE - PHASE Non-School Additional Homestead Exemption - $25,000 TWO PB 50 PG 029 BLOCK D Non-School Taxable Value $64,864 LOT 5 School District Taxable Value $89,864 Jurisdiction Warning: A significant taxable value increase may occur when City of Zephyrhills sold. Click here for details and info. regarding the posting of exemptions. Land Detail (Card: 001 of 001) Line 36se ;Description IZoning ,Units _ ;TYPe- IPrice ition jValue ____._..... 1 0100 SFR OPUD j 5,258.00 SF $3.65 1.00 $19,192 Additional Land Information FEMA Acres 0.12 'Tax Area: 30ZH 1 ; Residential Code SOVGLPI Code = Building Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 2005 Stories 1.0 Exterior Wall 1 Above Average Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Carpet Flooring 2 None Fuel Electric Heat Forced Air - Ducted /C Central Baths 2.0 Line ;Description 'Sq. Feet lRepl. Cost New 1 BAS 1492 $129,804 2.._.._...._.._.._.__.__ FSP 8._. ___...._ __.._.... 0 E $2,436 3 a FOP 108 $2,349 4 j FGR 506 $17,574 Extra Features (Card: 001 of 001) Line :Description Year ;Units ;Value 1 t DWSWC 2005 350 $814 Sales History- See All 8 sales Previous Owner: BENNETT MICHELLE Month/Year ;Book/Page T e ODOR Code ;Condition Amount 05/2018 i 9736 / 0272 ( Warranty Deed 01 Improved i $189,900 Warranty Deed O1 Improved $142,900 _.__-__07/2015_ ..-...___t-- 9222 / 2090_-___._.,`___--.-. ...,._...__...__.....------,_..._.._.. Quit Claim Deed 11 i Improved f $0 FHA DIAGRAM SHE NO CHANGE"I FENESTRATION PROPOSED. (MEASURING TECH MEASURE DATE SIZE FOR SIZE. FRANCISCO 06130/2018 CUSTOMER'S NAME FHA LEAD NUMBER 'TYPE OF PROPERTY ROOF HEIGHT FILOOR NUMBER TOTAL41 OF FWORS REGIDOR 692533 : 1 HOUSE, 16 1 1 T. 513/8 x 48 3/4 17 1/4 x 36 3/8 (+/-70)FL16177.1 (+/-70)FL16177.1 64 t2 h9 45 c (f 13.0 M 46 x 213/4 ID 17 114 x 48 114 1(+/-6o)FL16736.1 '3 (+/-70)FI-16177.1 Ggo 146 x 217/8 (+/-60)FI-16736.11 -04 145 1;CZ 35 x 60 7/8 I (+1-7o)FI-16177.11 35 x 60 518 (+/-70)FI-16177.1 I p rr 71 - 378 1/2 x 80 37 1/2 x 10 112 (+/_70)FL14850.1 (+/-67.5)FL13010.4 TH 24 1/2 x 36 1/4 MULLI ON 2 x 4 NOA# 9.4 Iffl",c (+/-70)FL16177.1 LLIO 17-0630.01(+/-170) v L WORK SHALL COMPLY WITH PPEVAILING WORK BUILDING CODE, W FLORIDAf- ATIONALOELECTRIC CODE, t - - 1% DaW I E CITY OF ZEPHYRH'LLS C C S 0 2.0 ES REVIEW DATEIf PHYRH& S PLAN EXAMINER_J�_) ' Florida Building Code Online Page 1 of 2 _ y:y s r�(LQ,�.1�.n��i'.�! �� *-,�i,�A?�9 3 Y� r- aC[S Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FEC Staff I BCIS Site Map I Links Search dpr5Product +O Approval L( { USER:Public User , Product Annroval Menu>Product or Anolicatlon Search>Application List>Application Detail FL x 1_16177-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung 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 G Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReoort812C odf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/14/2017 } Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limi s of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.ndf 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 R2 AE EvalReoort812C.Ddf Safety glazing required on outer lite above 30 ft.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. Back Next Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:8SO-487-1824 The State of Florida is an AAIEEO employer.Coovrinht 2007.2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 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 not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 85D.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 emails provided may be used for official communication with the licensee.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 can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe http://www.floeidabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/14/2017 J 1 �� 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING,INC. - FBPE C.O.A.#29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 61 3/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h 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 6`s Edition(2017)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-812C,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-812C, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: D May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • 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 ft in HVHZ) —Air—5116 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite o Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-11 l 7.02t o Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`s Ed. (2017)Florida Building Code for use in this product. 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. e PNC)RE 'ii ENS�. Lucas :" No 5820�1 Turner 2017-08-30 ; STAT E OF .•tU: 16:11+20:00 ':,0,�;•. ,� 1� ��, 8/29/2017 °a ,�''.;C?N.`� Lucas A. Turner P.E. ��''fS ON ,��+'��, FL PE#58201 GENERAL NOTES: p��j/j� SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 0iStli117[Ll!!w TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 19M SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC, W WW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 118"MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"0!X". SINGLE HUNG ff47'illl6" 8"MAX.UNIT WIDTH4.DESIGN PRESSURE RATING: IMPACT cuss DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04eD1/D9. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z ¢ � ASTM E-INFILTRATION TEST 13 0-0de01l0gRESSURE AND GLASS TABLES z w w 0 w w 0 w -- -- — w z0? W--t 63" _ __ __ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 2 F W 3r O 3.3 MAX ERALL I I ETAILSIN THE .WNDSIGN OLOAD DURATION FACTOR CdF THIS PRODUCT.SEE E1.6 WAS USED T 6 FOR FOR WOOD 0 0 I'O Lj R 2 2�W FLANGE ANCHOR CALCULATIONS. 0 z—0—Z F j HEIGHT B ® I B 2613l76' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE } �z m z 2 LL 0 - GLASS NOT REQUIRED, Of O H r t_z— O I I I DLO 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w_ 0 C,�of o w in w 61 314• I I USED AT FIXED MEETING RAIL AND JAMB. Z LL to i 2 O U)I- MAX. p w�0 D-xUNIT �y HE 8.SERIES/MODEL DESIGNATION SH-8100. a F aLa ww 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH,0=FIXED SASH 30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `GP.r�tG E NgF.-p,�'�� MAX. GLASS SASH LOCATION. �.J:- No 58201 I HEIGHT I DLO p# g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. yr 6 �90; STATE OF I LJ I I --�-- - LucasTurne I-A - -- A - r 6 451/16 2017-09-22 ZZ GLASS DLO 13:36-04:00 9/22/201 7 48 3/8' MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: ATE: GENERAL NOTES&ELEVATIONS DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX, UNIT SIZE IMPACT RATING DWG 0: REV,: SECTION VIEWS.................................3 RATING EXTRUSIONS&B.O.M........................4 CWS-812 c ANCHOR SCHEDULE&NOTES........,5 rJ1-7/S"X61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET INSTALLATION DETAILS....................6 1:15 1 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WMN.CWS.CC 8100 PVC SINGLE HUNG IMPACT s z 3: aZ3: I= Ow0 ¢WOW Z W-1O O Zin Ox�m LL la-w�rzF �x 718"OVERALL INSULATED GLASS 71B"OVERALL INSULATED GLASS Z Z x M C 6 W O O O OF-od xrm --- U UOI-ZD't..mD- 118"ANNEALED OR TEMPERED - -- �118'ANNEALED OR TEMPERED _ O Z-to Z F-O N 7116"AIRSPACE 7116"AIRSPACE Q O Z O V1 Z O LL V >- I-�O�OxO? 5116"LAMINATED GLASS 5116"LAMINATED GLASS H y U)? ZO 118'ANNEALED 118"ANNEALED W OLL N W O p w� .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT D- w F O 0-�w y 118"ANNEALED 1/8"ANNEALED a. K o_ OUANEX DURASEAL OUANEX DURASEAL `pmurrsp IGSPACER IGSPACER ��110REW'�h� 4 PURFECT GLAZE"H'OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 ��y p........... N . �J�a'•�� sF ' Lc��. �."r. No 58201 =�G 14 112"GLASS BITE 14— 1/2'GLASS BITE 48 48 9P 'STATE OF ~O 3 ice•"•(OR10p'"N=`�` 1 SS�ONAL EaCl%. FIXED LITE SASH LITE g/y2Z LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 6CALE: SHEET 1:1 2 OF 6 WIZ VE a L S INTERIOR 1900 SW 44TH AVE. OCALA.FLORIDA 34474 wvm.cws= 3 3 1 38 1 3 3 4 8100 PVC SINGLE HUNG IMPACT o < z 45 �2woo r- Dwo LLI 0 z uJ-30 r-z zoz W-- 0 0 :;zo;�;z�OW34 E Pw Z=2<wwoo 0 0�-06;EXPW 14 32 3 14 54 14 6 66 3 19 4 0 0 C/) z o z z SECTION B-B z .—=O— < 9Zou2)zowQ 0 z NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW. 0 Lu I=i'-" 54 RIGHT SIDE SHOWS SASH SECTION VIEW. 53: 0 D:C>6 0 Lu U) u- w O Ln 0 0 au. 1 0:0) CIL CL 14 39 E 2 N, 58201 9 6 6 6 6 'p STATE OF IlItIA 53 14 65 10 32 9122/2017 LUCAS A.TURNER,P.E. 18 FL PE#58201 1239 jAl3ARA AVE. 2 74 NORTH PORT,FL 34288 PH.941-350-1574 30 SHEET DESCRIPTION: SECTION VIEWS lo 0 N"910 Ntt,DRAWN BY: DAT SECTION A-A BAT 06118/12 DWG it REV.: CWS-812 C SCALE SHEET NOTE: ITEMS NOT SHOWN FOR CLARITY: 1:2 3 OF 6._ 20,25-26.36-37,44,51-52,55-56,64.67-68 PARTS LIST FRAME CORNER REM PARTDESCRIPTION VENDOR MATERIAL CONSTRUCTION 1 H-6031-8031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl a t!e• ��/W9tilJDUU1lLJLY!1\]O_�1"/l"Ij 2 H•6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 15116" WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 F-2 3f16 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 8 OCALA,FLORIDA 34474 6 S-1577 Impact Hook Keymark Alum 3 10 NMNJ.CWS.CC B H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16" 4 t rF 1 519' 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum -Ins^ _ 1116 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinylkk L L 1n6' CORNER WELD (ALL SIDES) SINGLE HUNG H•6004 Sash Siderrop/Bot.Rail Mikron Vinyl 1:8 13 S-149B Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,718" Mikron vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL1i028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz, Mikron Vinyl ¢ z ¢Z 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112" �, W O W w o o 20 53029 Sash Slop/Filler,PVC,Vert. Mikron Vinyl 3 W-1 o ¢k z w 23 FI-1699 Reinforcement,SBR Keymark Alum 718^ 1 3116^ W z¢O z W--t o u)— O 0= m 24 P-2190 Balance BSI 9/16' � 1 1 u. I-W��1-3 g= 25 P3059 Sash Cam,PVC BSI Plastic 3 O O ly--O rj =O� 26 P-3046 Take Out Clip BSI SS 1 SrB" 2 1/8" 1116" U O y y Z a 1-rn u) tl1s, f1 FIXED MEETING RAIL p Z—_—z F,�U 27 P3783 Lock,Impact,PVC Interlock U 1l16" SCREWED OUTERF METOGETHER WITH Z¢ O z U rn z=O u.U 28 P-4069 Keeper,Impact,PVC Inledock Zamac REINF.,IMPACT HOOK-1112 1:8 LL 0= O W 0 m Z z 30 P-3215 Weep Colerwl Flap Geer Plastic F¢~ ar r CIS 32 P-3429 Wsip.,0.270 x.187 back FinSeal,Gray Ultmlab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W O O�rn 0 w U)w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel Z 0)WW O_j O r- _ =O�rn 38 P3768 #8 x 0.625 Ph PH SMS Hub CitySteel O w F O a= >• 1 5/16" 9/16° � W rA 39 P 4051W#8 x 1.250 Ph FH TEK,Whl. Hub City Steel 112" 1 11e" �76°, 1 116^ { a o a 40 P-334W#8a Sal PHw/#6 Head,TEK.Whl. Hub Citynee Steel zo 2 ,1�ilrr,rr,i� 44 P3342 Seam Sealer,SM-5504 Schnee Ile^ i to 1 5116' 1s �P�µpREly��h 45 P3752 Ca Plug,7!2"Hole MS.M .� 045" T- P g Nylon 1116• r 1l16 . ;�GENS'- 'Q 47 P3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel i/16 p: F' 48 P-3352 Set.Blk.,85 Dur.,118"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 �v No 58201 51 P3881 Temporary Lbl.(NFRCIOP) 52 P3613 CWS Lbi.(logo) Pro Label 314^ Y4 5I8^ 114• ='9 STATE OF ,41Z 53 Sash SEE SHEET2 GLASS 3116• 3 �r� to �,'O �L C*'N�.` 54 Fixed SEE SHEET GLASS ,,�� 13 75n6' 1. v 7!-{—! �;fSs............ .a 56 P-3281 Spacer Dumseal ��' �a Ins^ �Il �ll`1116' j_k � 0NA�11�1�.� 62 P3218 Screen Frame,Horiz. Allmetai Alum t1t6• IUI 63 P-3218 Screen Frame,Vert. Allmelel Alum REINF.S.S.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF,TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P3321 Screen Frame Comer Key Allmetal Plastic 65 P3581 Screen Cloth,1B x 16 Fiberglass BetleRue Fiberglass 66 P3228 Screen Spline,.155 Dia.,Elk. Dapa Vinyl r 67 P3029 Screen Pull Tab Summit Alum 9/2 212 0 1 7 68 P-3033 Screen Spring,SS FI.Screen SS 70 P3113 Screw Support far PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H 1836 Alum.Fixed Rail Keymark Alum 0 y16- FL PE 111582011239 58201 72 S-6053 Cover,Fixed Rail Mikron Vinyl b O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymork Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel I PH.941380-1574 t 5116' 1/2' SHEET DESCRIPTION: LINE ITEMS NOT USED: r 5" 3116^ 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,5731,69 I � i 3' BOM AND EXTRUSIONS 718" 1116" T- 0 SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWGa: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE SHEET 1:2 4 OF 6 s"MAX WINDOW SYSTEMS(TYP.) 17"MAX.o,C.(TYP.) 1900 SW 44TH AVE. 6"MAX.(TYR) OCALA,FLORIDA 34474 -- -- -- VWVW.CWS.CC I I SEE NOTE 10112• I 1 8100 PVC MAX.O,C. SINGLE HUNG (TYP') IMPACT 1_ O INSTALLATION ANCHOR(TYP.) I O I W ZOZ K�zIw_" I^ o Qtn��0�3m .—xuro w,a 0 U1-PHw OUdy mKz IL I I Q F. 'mo tr_Z 101/� /\ w o.�w 0?.9 W2W MAX.O.C. III U) K Z uJ w 0�fJ]F- (TYP) 0 W F OQ, W S K in EL t=-. IL K3:a 4•(TYP.) LI—— —— —— ; PN......rlG�4 `�6P ��G�PJSF•.Rti:� 4"(TYP.) NO ANCHORS REQUIRED IN SILL :• No 58201 :�71 ANCHOR LAYOUT-(FLANGEI 0; STATE OF .(U Qf G. NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE 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. 9/22/2017 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. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.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 MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH,941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06118H2 owoa: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scaLE; SHEET FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:15 50F6 TYPICAL HEAD ANCHORAGE �(Yli'!a]/LVV!/ •I/n"'" MIN.EMBEDMENT WINDOW SYSTEMS L� MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 114"MAX.SHIM SEE TABLE 1 QCALA,FLORIDA 34474 SUBSTRATE BY OTHERS Wm.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST, 8100 PVC BYNSTALLER SEE TABLE 1 INSIDE AND OUT SINGLE HUNG INSTALLATION ANCHOR SEALANTBEHIND l� SEE TABLET IMPACT FLANGE BY INSTALLER 114"MAX.SHIM O Q Z 3 QZ� O W 0 Q W❑W Z WJ❑ ❑ Z W Z O m PERIMETER SEALANT Z z W <F- 2 BY INSTALLER O O�O Q=OF o INSTALLATION ANCHOR INSIDE AND OUT U U N�Z(L SEE TABLE 1 SEALANT BEHIND Z ZO U❑--Z U FLANGE BY INSTALLER Q F Z u'�OZ O Li Z >- ¢ x0_ CONTINUOUS DOUBLE 3116'BEADS OF B HORIZONTAL SECTION O U F=Z uj TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W O❑�y O W W PERIMETER AT ALL INDICATED POINTS p Z W O�L 1- BETWEEN FRAME AND BUCK BY INSTALLER. T~ W W to 1/4"MAX.SHIM a I- a a SLANT BEHIND "IttIllpf" FLANGE BY INSTALLER ,T y. PERIMETER SEALANT PERIMETERS MIN.EMBEDMENT �v No 58201 BY SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS �9= STATE OF .•u �+ SEE TABLE 1 .,p„••Z O R 1 D P;��2`C SEE TABLE DIST. 'SS/ONAL�� VERTICAL SECTION ��/✓riII11�11"` Q TYPICAL SILL ANCHORAGE O 9122/2017 TABLE I:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR FL PE#58201 PERIMETER MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3116'ITN TAPCON 1-112" 1.1/8' BY INSTALLER NORTH PORT,FL 34288 O INSIDE AND OUT T-FILLED CMU(117 PCF MIN.) 3/1fi'ITN TAPCON 1" PH.941-360-1574 C HORIZONTAL SECTION CO 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3116'ELCO ULTRACON 1.1/4' 2-1/2' HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"RW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8' 718' OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 718' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY.- GATE: BAT 06/18l12 16 GAUGE(0.060")MIN.STEEL STUD 010-16 HILTI KWIK•FLExoR ITW FULL THREAD 7116" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED D Ga: R V.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8-ALUM.(6063-T5 MIN.)OR 010 GRADE 5 SELF-TAPPING/ FULL THREAD -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 C 118'STEEL(33 KSI MIN.) DRILLING SCREW hIRU 0.125" 7116' SHOWN FOR FLANGE WINDOWS. scALE: SHEET 1:2 6 OF 6 Florida Building Code Online Page 1 of 2 x,i<oi , r �opFz7iAY ..� �VJ.P.}.; 1 . �E. f" BCIS Home Log In� User Registration I Hot TopicsJ Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida {M#Ne;i Product Approval { USER:Public User d- r Product ADOrpval Menu>Product or Application Search>Application Us t>Application Detail = FL FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Aor_ress/pnone/Ernail 1.900 SV:44th Ave Ccaia,FL 34474 (352) 368-6922 Ext291 ilathrop@cws.cc Quality Assurance Representative Arturo Monteverde ACCress/P"une/Enmd 1900 SW 44th A,,e Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Wind Sutcategory CfE ider Complidnce Method Evaluation Report from a Florida Registered Ar=hitect or a Licensed Florida Professional Engineer F7 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 W. Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R2 COI EvalRenort871C.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By littp://www.floridabuiIding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDqu8obl%2tlZm... 12/14/2017 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 SummarV of Products Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-16736 R2 II CIVS-871C.ndf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports t Other:Large Missile, 74"x 63",DP+/-60 psf.Outer lite In =L16736 R2 AE EvalRenort871C.rnf I.G.must be safety glazed when used above 30 ft in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 16736.2 f'S-62G0 tV*horizontal Sl,ner HS-8200 PVC Hori:Ortal Sutler, IMPACT, I I 'x 63-,XOk. Limits of Use Installation Instructions Approved for use in HVHZ:Yes p' 1C-73E R2 t.: C SSG odf Approved for use outside HVHZ:Yes Verified Bv: Lucas A.Tuner 56201 Impact Resistant:`'es j -reated by Independe.^.t Third Party:Yes Design Pressure: - 0/-60 I Evaluation Reports Other:Large Mussile, 1 1 1"x ta3%UP+/-60 pc..Outer 1.1te 1 �i I t-71r-, -' AF F.•a:Renr•rTS,a; in 1.G. must he safety glazed when used above 30 ft. in ', Bated by Inderiendr-nt Third party: res HVHZ Glass complies tG AST:4 E13'00 04. BJCY; Nr,•t • :or!a:L: .��:51a r r=Rom_ 'i0G:hon2'- ,-_a The i:dte of A_K,empta�er Y•an:2-,�;'_01 t Srar"p'r•o,.-d —an S-t--,r, tY SW-hrc'L IJnde'f Ip.i]a IJ.• er-12 3d:res5es arc-cl,:rEcorc� ;'r:u]e ro:..art Y,�-.m,,.J]ore:s :--p-bi c--oeo-:S rr]un5: :f-o nlMtr on;,13.1 Is th,:•:n:':Y :n::C)] ccrtan the olf,:e a,C-.,e Jr be tr]d:—a '^a'', It'. ')3ve a^Y'.-eti;•?n.. :-Se corny 2Z..1 437-104 •�-'S_dr!to Sect pn 455�1:t 1 cnC,i S:JIu:e:,ofe_,-•:.ober 1.'.-^.;c_hsees I cersed__i'e-=hap n.te•4�5,r S h• _..de the C:p2rt mer: tn a"a,a then have one The e,315 p':+.oe•J may be used for orfic.al corn r—cat.on—tn the <eh"— Ho,ever ema.'a,-weswe are p.w:c re:ord If,cu do•of-sh to s'-pCly a oer5onal 2:ore55,p1e2se i;—.ae the:)epartrre't wit,an entail address which:an be mace a.aaaole to the pd:''c.To determine it von area I.cer—under chapter 455,r.s.,--lease clici,ne•e, Prod[[uucAct Approval Accepts: Credit Card Safe littp://www.floi-idabLiilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQw-tDgLi8obl%2flZm... 12/14/2017 •- �� 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 871C August 29,2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44a'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 6`h Edition(2017)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 CWVS-87I C, signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3887-1,-IA, -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, ASTM E 1996 '04/06/09,and AAMA/WDMA/CSA 101/1.S.2/A440 '08 4) Supplemental Calculations to support CWS-871 C. signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Lase: This product: • Mav be used up to the sizes and daylight openings indicated in C%k'S-871C • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the I ligh Velocity I lurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami-Dade N.O.A. 16-1 1 17.0f • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.1W ' I have evaluated the materials in these NOAs and find that the%,comply with the requirements of the 6`h Ed. (2017) Florida Building Code for use in this product. 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. oREtv `,,Tiff lTJ l/l�f', Lucas :—J+ = do 582�1 ••.:�� Turner 2017-08-30 16:09+20:00 �'•,• STATE OF :/Qu` 8/29/2017 ''.ems• °R C' G��`� Lucas A. Turner P.E. 0NA N-%%%, FL PE#58201 GENERAL NOTES: ////��y{(yy��`'�(�'�//7�{�/��.Q HORIZONTAL SLIDER - LARGE MISSILE IMP 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WI�I(U(Jll(i11111/� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT LL:I�_�'�!/WJ EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 75 114•MAX.OVERALL FLANGE WID1 H ---- ----- 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74'MAX UNIT WIDTH 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER ---- � -1 33^GLASS DLO I 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A I GLASS TABLES ASTM E-1300.04e01109. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES w ¢ 0 w ASTM E-1300-04o01109. Z w_i❑ -- w zOz ce lu I I i 5.ANCHORAGE:THE 33 1/3 k STRESS INCREASE HAS NOT BEEN USED � Ma-w Z 00 w _ 64 114^ I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z x m 4 MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O F-OO U =O�W FLANGE B B ANCHOR CALCULATIONS. 0 Z—to z z H j HEIGHT I Z 0 V' U ed m o- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT F?IL 00 LL Z REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT } ¢�¢O 1=I=-z_ i UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT Q } p 63" I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W o 0 y W U)p J V1 MAX. FLYING DEBRIS, z— a a D Ogrn HEIGHT O X i 59 9116' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w _ w w rn MAX. USED AT FIXED MEETING RAIL AND HEADISILL. (L SASH HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. .pj.�OREW�rG�% 58 13116" I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: y JG. •. GLASS I - 1 X=OPERABLE SASH,0=FIXED SASH v t No 58201 -:'A DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR + 5 i LOCATION. 9 STATE OF t•Wz (T) 11.EXTERNAL WEEP SLOT=114"x l"LOCATED 4"FRONI BOTH ENDS. 'i�'��:ti�< C C 5 A LucasTurne 33•GU1S5 DI.O--- Z�- ---- 36 5116"MAX.SASH W rIDTH -. 2017-09-22 9/22/2017 13:58,04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL VIEWS &GLAZING DETAILS MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING t: 10l10/13 SECTION VIEWS 8 GLAZING DETAILS....2 Dwc a: REV.: EXTRUSIONS B.O.M.......:.. ................4 74"x 63" +/-60 PS LARGE MISSILE IMPACTCWS 1 c ANCHOR SCHEDULE&NOTES E&................5 SCALE: ALE: SHEET INSTALLATION DETAILS........................... 1:15 1 OF 5 INTERIOR Q 6 30 2 WINDOW SYSTEMS 1900 SW 44TH AVE. Cf OCALA,FLORIDA 34474 fe 2t)(�) 'Ss 6V WWWCWS.CC \ t�1 - 8200 PVC HORZ.SLIDER IMPACT \ Q ¢ ? 3 azo dW0 Nwpp zOz W-ZF 1 am OW3: {41} 4 3 12 �29 39 LL 2 W� -3: U t03.I-Ua ,na SECTION B-B d Z`3 Z Z h 7 to 6 tt I Z z;w �o— NOTE:FIXED$SIMILAR, IL R, L,2 U S O 0 p AND SILL IS SUAILAR. "-U)w 38 3 0 W I00 T-O dx�7- O W N gOREW Al i 4 HEAD IMPACT HOOK(TYP) `v No 58201 •:�9 I� 42 MIDSPAN OF SASH II TEMS 3$ 6361 _ 718"OVERALL -- :9 t STATE OF 1!8°ANNEALED ar TEMPERED 0.c1.A' •w� INTERIOR 7I16 AIRSPACE �.ESL 0 R I9 6/16"LAMI �2�2q11Nf11. 5t8'ANNEALED -_ROTARY LOOK(fYP.) 43 ONLY ENGAGED PRIOR .W DUPONT PVS INTERLAYER � TO HURRICANE FORCE WINDS. 19 4 i LOCATED AT THIRD POINTS 118"ANNEALED (ITEM 27) f3 n 3 n ' 43 PURFECTGLAZE"H^ 22 SIKAFLEX 552 LUCASA1TURNER,p.E. FL PE#58201 34 41 1238 JABARA AVE. NORTH PORT, 380 L 34 IL 3z 288 26 i 2 SHEET DESCRIPTION:o uz"GLASS SITE SECTION VIEWS AND 4 I(�I IQUA NEX DURASEAL GLAZING DETAIL SECTION A-A IJEAO IMPACT HOOK AND U PACER ORAW SYY; DATE: JAMB ROTARY LOCK LOCATIONS — ADE 10/10/13 1:20 DWG#: REV,; SECTION C-C GLASS TYPE A ALTERNATE FIN FRAME 1:1 CWS-871 C SCALE SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1;2 2 OF 5 PARTS LIST -- -3 tre'---1 CORNER CONSTRUCTION � �(- ITEM PART DESCRIPTION VENDOR MATERIAL fL�7l/(l�/`/JQ� 1 . H-1497 Reinl.Sash Meet.Rail Keymark Alum I-^---' - �-}l-11/2' WINDOW SYSTEMS 2 H-1699 Reint.S.B.R,1S.S.R, Keymark Alum .P> OCALA,1 J 19DOSW44THAVE. WWw. WS.CCFLORIDA 34474 3 H-1B36 Meet.Rail,Fxd. Keymark Alum WWW,CWS.CC 4 H-6052 Sash Top/Bot.Rail Mikron PVC: ;It,Ir,• 3'Y16' t116 2118'• 1116" 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC I/16 CORNER WELD 6 H-6050 Sash Meet.Rail,PVC Mikron PVC =- (ALLSIDES) 8200 PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC _ I �--1-- I'1:8 ORZ.SLIDER B H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGF-6049 I FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 15 ` 10 P-3033 Screen Spring,SS Hurley I IF,ln-- i-1 Jn 6` 6 Q ? 3 ¢Z 11 P-3113 Screw Support,PVC Team Plastic Rubber r - ]I°'-i r- 1 --- 9/t6" - Ow LJu Oo Q w p w 12 P-3218 Screen Frame Allmclal RoIlFoan - :i I I {a) 40 wo Z w-YY O¢ I- 13 P-3228 Screen Spline,.155 Dia.,Elk. Dapa 1 5/tl- 1 ve• 1 ve' 1 s116'• LL F--w Z I- g= Z Z 2<= 14 P-4754 Screen Fmme Comer Key Allmetal Nylon a 16' q v16" q - V 16' FIXED MEETING RAIL O O O U Q=O W L_. _ - 1 __ I_. SCREWED TOGETHER WITH U U y_ Z {-rn EL 15 P-3342 Seam Sealor,SM-5504 Schnee Silicone OUTERFRAME O Z O O- 1--O rn 16 P-3352 Set.Blk.,85 Dur.,1/8'x 5/B'x 2'Lg. Frank Lowe Rubber PVC SASH MT(-, RAIL-rnrn PVC SASH SIDE RAIL-6051 PVC SASH TOPIBTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 Z O Z U�Z:)LL U F'-u 2O Z 17 P-3429 W stp.,0.270 x.187 back FinScal,Gr Ullmfab Y a�a O�P 1=-Z- 18 P-3539 #8 x 314"Square TEK 2 Zinc Faslenal Steel SIB' 314--j" la- ¢O o u-}7 92 19 P4730 #6 x 112"Truss PH TEK 2 Zinc Faslenal Steel 0:vIr." � ri- 21Ft Z rna O w Ln f-20 P-3752 Cap Plug,1/2'Hole M8M Nylon --- ----- ----- _.-_ II 1• 11/(�II 1 15116" p w P-O a=w} P-3783 or O __ d L�y1116^ .l- a I=., a ._ o.P-5250 Spring Lock,Impact,PVC Interlock SASH MTG,RAIL-1497 SASH REINF.-1699 `�11�N71Frarz 22 ler,Tandem MM 23 P-0 51 #81x 1 1!4 P FH TEK,Wht. Fas&enal Steel --- R ---- ---------� , r'I Sr16'- IJ) 3116. J/4-r 7J1fi" P�tOprEySF�•Qy�� 24 P4069 Keeper,Impact,PVC Interlock 1116- LI " 3a" �v� No 58201 r 25 P4479 Weep Cover w/Flap M8M Nylon 26 P-4638 #8 x 2 112 Ph Truss SMS Ajax Steel PI AN VIEW:999 HEAD IMPACT HOOK-1797 i 1116 �•S): ¢ 6.B.R.IS.S.R.-1498 ROLLER TRACK-1776 �9 STATE OF tto- 27 P-4958 Rotary Lock Sullivan Zinc :O,c.•,r, 28 P4952 Keeper,Rotary Lock Sullivan Zinc V 311r,' Q. 29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gn Ultrafab 0 ------ -- C) 714' - �"7/8"-{ z'fi2Sj�NA,TE?+`s 30 P4633 Ba rel Fastener Faslenal Steel r 41 T-fti, 31 31 S-1712 Reinforcement,Head Keymark Alum L' 6 --j '1 y6,r_ 71L 5/1d--- 32 S•1498 Rein(.S.B.R.lS.S.R, Keymark AIURI - T' +3� 34 S•1776 Roller Track Keymark Alum SIB" 1116' PVC GLAZEDEAD-6064 GLAZE 6EAD•1112 i'LAN VIFW2000 PANEL IMPACT CATCH-2000 1/2' 11/8"•-� 318"�t-15/16'-j 9/�/2D17 35 S-1999 Frame Hook,Heod,Impact Kcymark Alum _j.L I 36 S-2000 Panel Catch,Head,Impact Keymark Alum J 37 S-6005 Anti Lill Mikron PVC LUCAS A.TURNER,P.E. r--vtn 36 6" FL PE#58201 3B S-6Di3 Scm.Adapt.,w/Nib,PVC Mikron PVC 1 r ty 1239 JABARA AVE. �� -�1 PVC SCREEN CATCH-6013 PVC A6ITI•LIFT-6005 39 S-6014 Scm.Adapt..PVC Mikron PVC T- S..nLW DUPPORT-3113 NO PH.411-3 8 0-5 74RTH PORT,FL 28 8 40 S-6063 Fixed Rail Cover Mikron PVC 1118'•-j SHEET DESCRIPTION: 41 S•8064 Glazing Bead Mikron PVC 5116-� r I 42 GLASS SEE SHEET2 CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 Purfec(Glaze'H',SikaFlex 552 Henkel/Sika Silicore 1116" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 DWG IF: REV.: CWS-871 C LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHFHWISE NOTED. SCALE: SHEET 33 1:2 30F5 WINDOW SYSTEMS 12 112-MAX.O.C.(TYP.) --{{ rC 1900 SW 44TH AVE. J-•(TVP) 4-MAX.ITYR) i ---I--9-MAX 0.c r-—TYP- I 'I OCALA, A 34474 6•MAX(TYP) -S(ENii1 W WW.CWS.CC[--J (n'p. ILINSTALLATION6MAX.RYp-) a•MAX.(TYP) INSTALLATION 8200 PVC I Af&!F0.R MP.1 HORZ.SLIDE R ANCHOR(TYR) IMPACT MAX,O C (TVP.) 1T• ---� r= oW0 Woo MAX.O.C. I I I I W Z O Z_ IY— F- (TYP.) I O I /� I I O I /� I F--D1 Z F- 0X_ I O I=-O¢QWO 0 U[nHZ F D• y D- z I I ^ I I ^ I 0H��o'�-z� N Q ?LL0U g0 o zZ f r - - � Z } w0 O(nWNOJTn� O W O0 w OZ --- — --- - -- -- a F a. w'a ANCHOR LAYOUT-(FLANGE? ANCHOR LAYOUT-(FIN) RETrypG 9 Pe. !y `vVp r��G iJSF.:P,Li� No 58201 0• STATE OF �07 G NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SI IIMS. MAX.AL I.OWARL F:HIM S IACK TO OF V4" USE.SHIM!;WHERL-SPACE GREATER THAN 1116'IS PRESENT, LOAD BEARING SHIMS SHALL BE `L 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 DRAWING t: ';EL IAOLL 1,SHLL:1 5 9/22/2017 LUCAS A.TURNER,P.E. 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 FL PE 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAL t-ATION INSTRUCTIONS,AND ANCHORS;HALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380-1674 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO I oI,I:I,N(:R7-Ir,CMU OPENINGS,EMBEDMLN I SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT RFQURE 1x WOOD FLICKS BETWEEN THE PRODUG1 AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRETHE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FAG TFNER S*T*FOR MASONRY,1"1"OR WOOD AND METAL ADE 10/10/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BN ItIE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTAI LATION SHAI I Rf DONE BY OTIIFRS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCA • SHEET FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOx WINCOWS).F\1A/AAMAJWDMA 3C0(EXTERIOR DOORS) 1:20 4 OF 5 MIN t.MHhOMEN1 TYPICAL HEAD ANCHORAGE 5EE TALI.E I al SUOGIRAII BY OtTZS WINDOW SYSTEMS MIN.EDGE DIST. I'A LU' SEE TABLE 1 p'U1J - SEE TABLE 1 MIN EDGE DIST• SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. I I I SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS-�� 114•MAX.SHAM--{ VJWW,CWS.CC ' SEE TABLE 1 MIN.EMBEDMENT *LE TABLE 1 PERIMETER SEALANT— SEE TABLE 1 I 8200 PVC BYINSTALIER {�, INSTAL(ATN)tl ANCHOR " > INSIDE AND OUT rrE TABLE 1 1�/ J. HORZ.SLIDER SEALANT BEHIND I/ / SEE EMBEDMENT SEALANT IMPACT FLANGE BY INSTALLER LLL��114'MAX SHIM YYY / < Z <ZO t ❑010 R PERIMETER SEALANT Z W O p <_Z tt- PCTe Mrrt R SEALANT BY INSTALLER W Z O? [>:-- H+PIG UlTLR INSIDE AND OUT O Nw��0 rc�2 IN:OfA ANG U�11 INSTALLATION ANCHOR Z Z 2 2<K W 0 O SEE TABLE T O O I-O <S I-K INSTALLATION ANCHOR St'AV•NT Mt 1-IND U U co F-U tL F U)p• rLAW[B•INGTALL LR SEALANT BEHIND p Z 7 y_ SEE TABLE 1 FIN BY INSTALLER ZZ O Z U U)Z p LL U B I�ukIjUVTAL SECTION C HO_RIZONTAL SECTION H-LL O Z 1 T'P ICAI :AIJB ANf 110 AAGE 5 TYPICAL FIN ANCHORAGE 3a:O N f-r Z HEADAND SILL SIMILAR FOR FIN INSTALLATION O O�T-�O� .,0wOnQ On JUII- C. WFa It O LU 114'MAX.SHIM a a �'a FLANGE BSEALANT©INSTALLER \ O �.� "gaREIV.''1,, PERIMETER SEALANT MIN.EMBEDMENT �v:- No 59201 -=N BYINSTALLER SEE.TABLET INSIDE AND OUT . STATE OF SUBSTRATE BY OTHERS-� �O'4'tn' j ORLOP' IN SEE TABLE I MIN.EDGE DIST. i S G SEE THOLE 1 I �,,S,�0NA q VERTICAL SECTION _ 5 TYPICAL SILL ANCHORAGE r TABLE 1:APPROVED INSTALLATION FASTENERS D 9/22/2017 URNER FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN EDGE COST. LUCAS A.PE#58201,P.E. FLA NGE CONCRETE 2 1-u: t-Ile- FLJABARAA F'ERIM7TFR SEALANT -- 1239 JABARA AVE. FUVNGE HOLLOW OR GROUT-FILLED CFAU(117 PCF MIN.) 3/16"fTW TAPCON 30 f'l;NSTALI FR — NORTH PORT,FL 34288 INUIDL AND OUT PH,941-380-1574 FLANGE . - HORIZONTAL SECTION FLANGE GROUT-FILLED CMU ASTM C-9G) 3116"ELCO ULTRACON 1-114' 2-112• SHEET DESCRIPTION: ( �5� BOX FRAME INSTALLATION 3116"ITW TAPCON - HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1.319 719 INSTALLATION DETAILS FLANGE 2Y,MIN.SOUTHERN PINE(G=0.55) 000 WOOD SCREW 1-318, 7t8" F I ANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 76 GAUGE(0.060")MIN.STEEL STUD #10-15 HILTI KWIK-FLEX OR ITW FULL T1,HEAD 11h• UT'TO AND INCI-UDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW T1iRU 0 060 - -MIN 114"FILLE T OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#. REV.: 118"ALUM.(6063-T5 MIN.)OR Ii10 GRADE 5 SELF-ThPi'II,IIi f I ULL.i1/Rf-qU INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 7116' CWS-871 C 1l8"STEEL(33 KSI MIN,) DRILLING SCREW iHRU�1 t 25" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMIN.SOUTHERN PINE(G=0.55) 08 WOOD SCREW t.71J'• t/2' SHOWN FOR FLANGE WINDOWS. SCALE SHEET 1:2 5OF5 BCIS Home Log In 1 User Registration Hot Topics Submit Surcharge I Scats&Facts Publications i FBC Staff BCIS Site 1,13p Links 3 Search dbFonda x<7,,— uIdProduct Approval USER:PUMCUscr P-1-t Arr—yM M<!nu>11-1—t or Ayn1—ti,,n S,,tELil>A9111I.Qtill"1.1L>Application Detail FL# FL13010-R6 Application Type Revision Code Version 2017 Application Status Approved (ODBPR.Approvals by DBPR shall be reviewed and ratified *App ,DSPP by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44Lh Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authonzet:Signature Kevin Pine kpine@c%-.s.c:c i ecrinicai Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlE!thropCcicws.cc Oud'.iLy As,uranCe Reorese—r-tauve Jay La,,*irz:p 11?00 SVj 414'h Ave Ocala, FL 34474 '352) 366-6922 Ext 291 )1athrop,&cw5.cc C:!'e93-v vYindows Subcategory I Corriphance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/l.S.2/A440-05 2005 AAMA/WDMA/CSA 101/l.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By 4 Y Product Approval Method Method 1 Option A „p Date Submitted p W/30/201$ ® rD Date Validated 05/31/2018 Date Pending FBC Approval Date Approved 06/10/2018 Summary of Products FL# Model, Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLI3010 R6 C CAC CAR 138 1357.odf Approved for use outside HVHZ:Yes E1.13010 R6 C CAC CAR 138-1362.o ff Impact Resistant:Yes FL13010 R6 C CAC CAR 138-562.ndf Design Pressure:N/A Quality Assurance Contract Expiration Date Other:PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 detail for DPs.Large Missile Impact. In HVHZ may only be Installation Instructions used up to 30ft above grade.Glass complies to ASTM E1300- FL13010 R6 II CWS-433DJ)df 04. Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FI.13010 R6 AE FvalRenoft433D.Odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window P'r<J-8150 PVC Fla/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Fi.1'Diil R6 C CAC C%1R 138-261e2.n(if Approved for use outside HVHZ:Yes �L1 3•?ln R:'. (' CAC CAR 13 1705e2.0df Impact Resistant:Yes F_I 3C00 r6 C C:AC :,_ L 8-706e7_pctf Design Pressure: •67 S/ 67 5 Quality Assurance Contract Expiration Date Other:Large Missile,Dp = +/- 67.5 psf, Max.s:z_- 74 :/8"x 08/12/2019 72'.Outer lite must be safety glass above 3D ft.:r HVHZ. Installation Instructions Glass complies to ASTM E1300-04. ;iv _ ! >;i,C_0:11 Verified By: Lucas A. Turner 58201 Cre3:ed by Independent Inird Party: No Evaluation Reports j Cr-?te'•1 by!m!erancirm Third Party: Yes I !30110.3 PtV-bj00✓vC',n_C 4V,ndnv P%V iO)PVr`Igii:r :axed Winnrw, 120'x 48- Limits of Use Certification Agency Certificate Approved for use in HVHZ: `e5 -• "`. " I Approved for use outside HVHZ: •c- Impact Resistant: Design Pressure: -_ 'Quality Assurance Contract Expiration Date Other:- E300, 1.'.'•' DO M,s:i.e ri•:i09J2u15 !-Doc:.Glass compfes:c n5' c 1360-04, Installation Instructions Verified By: Lucas A.Turner,r.E FL�F =582l;1 Created by Independent Third Party: No Evaluation Reports FI :-;n:n R'' =•F Fv�IR�r+axr�;?i'ndr Created by Iccepencert Third Party:Yes 13010A PW-8300 PVC Fixed Window PVJ-8300 PVC FIg/Fin Fixed Window, 120"x 48' Li Use Certification Agency Certificate Approved for use in HVHZ:Yes FI !3t110 R6 C CAC l A.R 1 i8=1tL, L Approved for use outside HVHZ:Yes FI 13t110 R6 C CAC CAR 136-1320 -22.ndf Impact Resistant:Yes FL13030 R6 C CRC CAR 138-250.i df Design Pressure: +70/-70 FI-13010 R6 C CAC CAR 138-27-1e2.pdf Other:PW-8300, 120"x 48",DP= +/-70 psf.Large Missile f-L1301n R6 C CAC CAR 1 ;i-4 /.ndf Impact.Glass complies to ASTM E1300-04. FL13010 R6 C CAC CAP 138-465.ndf FLI 3010 R.6 C CAC. CAP. 13S-53-:.0f FLI1 0t0 R6 C CAC CAR 138-730e?.Ddr FL13ii—IQ R6 C CAC CAR 332-113-`e2.odf Quality Assurance Contract Expiration Date 03/16/2020 Installation Instructions _ FL 1 010 R6-1-1 i.\"JS ?59F.pdf Verified By: Lucas A.Turner,P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL_130110 R6 AE FvalRreoortli9F.Lxli Created by Independent Third Party:Yes Batt: Nexc d d d d d Contact Us::2601 Blair Stone Road,Tallahassee FL 37399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,Copyright 2007-2013 State of Florida.:•.Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your email address released in response to a public-records request,do not send electronic mail to this entity.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 (I),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 _ emails provided may be used for official communication with the licensee.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 can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval s: Accept o El 99 El U Credit Card Safe �l �h1B �J �l�� 1239 Jabara Ave. 1 North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTLNG, II C. J FJ�PE C.O.A. #29779 T 9 Evaluation Report 159E September 7,2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72"unit size DP55 or 72"x 76" unit size DP67.5 (DP65 outside I-IVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 44°i 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 6`h Edition(2017)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.labara Ave., North Port, 1-1_ 2) Approval drawing CW'S-]59E, signed and sealed by Lucas A. Turner. P.E. 3) Test Reports NCTI -21 1ed-IA. and NC'TL-210-3955-01 and -I A. irolll National Certified Tcsiin, Labor.t(,lrics. Orlando, FL, \kith --cstin,Performed: AA\IAl/WDM,-VCSA 1011 S.2 A44C)-O,-. AST\I E:I��(-()5. :;ST..vI E14ot,-M-(iO and TAS 201. 2(-.)2. 203 1994 (TAS iepc-'r:s >5• I:\ and 3')55 ' '\ <it:lyd :!:IL.s.alcd b:. (1--rard .1 Ferrara. I'.E.) 4) .V 1- I nS1a11atioll: L, 'tl:, 'lll:"t �c I!-1Ia:l'1J ACC 01 LIln_ t,) V'. 1. 11.k,I111e:11 inlit)Itions of I �c: I :':I E4 -I/c ai 1 t 11. - .' : • �! • l...t! ..- "t: -. :I:_ .. I I •\. .. ,I'. _1.1 ♦ 11!'I: ' ,t! i !! !!r .:h,, :I: 1 l ' • 1•;..I: „�' � .. !tL :S� Ih' �•I �.�. .,,1_, lll!1 I'..:r....., I. '.I� :1I. �nt•Ir,'l r!.. .-. .!' � ' \If)adc NU:\ .4-0;),,... 1 1!. i;1")_ or (`7.` '.i!nis tl! I,L)u7,1.1I ;l", :} 11ti:rI:'till ^Cr Nliar.li-Dade N(1:\ 1 h-11 !-'.02 Ill DI'S5 unit; • kcytlllc, Ou uu:,\ i%14,60111 �lhltc ii,-id !'\'(' Iranun_ pci Nhami-Dade NOA I- l!2uh.10 I tla`.'C C\:IILI,iIRI III": 1!1IC1'la1'cr :ind ilal,.w ,_' riat.-,mik in iI1C>C Dupont a:id Quanc\ �VA-� and Lind that IlIe Cun)plp with the iequircnlent� ol'the 6:` Fd. (201,) Florida 131111dnl2 Cl.nlr 101-use In this product. Certification of lndependence: 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 1 intend to acquire, nor will I acquire, a Financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner No 50'`I 2017-09-16 ` *'_ * * - 9/07/2017 07:24+20:00 -� 3['Aj t o� :'>�i; Lucas A. Turner, P.E. Ft'. . �� ° ^ Document Title: Doc No: FRM BI-02 Structural Performance Authorization Report Required By: PRO 131-03 CAR & Product /DNumber: 138 - 10930 Issue Date: 0/16/2014 Revision Date: 2/28/2018 Expiration Date: 4/29K2021 Company Code: 138 This Certification Authorization Report(CAR) is issued by Keystone C*rhfivaUomu. Inc. (KC|) u[iar /u|| validation re*iaw, and in based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many [actons, including imsta||ohon, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the applios|'on of Keystone Certification Progmm certification labels. L'cersee stioo|ateo in ofhx/n certification /"on �ane/u ! p �x;y :in/ mos� products are r*o,esen�twe of(hn specimen o;a|va/ed and docunnented 'for ceoih:ahon authnhzu5u,_ 0x|; ;/nJUc!s beanog svcx .i certification label shall be onno,derad cerl'(ied The mfonnauionin tis ,opor can b�/cn|.euat koysm,cor/uccrr. Licensee Information: ' Product Information: � Cus�on/ YV'ngow3ys�enn� �'`� | KJ"dc| 6�L� rm.F/anqe Frame PVC �mp F*ed ! 'u�� / �� r.,* . �Veroz., T'�� 4 ('/ i IN 1,' HSLa= C . ! jn -' Referenced Standard; P�oduct Rating: Qualifying Test Information: Test Report No: NCTL-210-3954i55-01 Test Report Expiration: 4i29/2021 ~ Authorized Signature: Keystone Certifications, Inc. �O 1 � �l� �Q \45 Limekiln Rd. Suite 1O0U �v . ��.y�.�_u New Cumberland, Pennsylvania 17070 O7`��^�� —��/��' Phone: 717�32� 5C0 ' — ' ^~~—^~ ~ ~~' ~ ~~ Fax: 717-932-8501 ' Document Title: Doc No: FIRM B1-02 Structural Performance Rev No: 7 Page: 1 OC 1 d 5-YSTO Certification J J C Cf:TIrIC ATION."i,INC :ry ,authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 1320.0 Issue Date: 12/11/2014 Revision Date: 5/31/2018 Expiration Date: 9/23/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates In affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems. Inc I Model. 8300 PVC =in;Flange Impact Fixed 1900 SNP 44tn Avenie ; Operator Type. FVV 0ca1,1 rL 3,: Conflg No. GS-7.16" 1-S Larni iG A'11th 72 �,ax H•.ight 7C i - . Referenced,Standard: Product Rating: PA/TAS 2011"2021;203 Large Missile. DP -:67.5, 72x76 Qualifying Test Information: Test Report No: NCTL-210-3954/3955-1A Test Report Expiration: 9/23/2021 Authorized Signature: Keystone Certifications, Inc. �I " 4 1 ' 201 8.05.3 1 145 Limekiln Rd. Suite 100B l� i•"`�I!` j New Cumberland, Pennsylvania 17070 I, =� 1 1 : 14:02 -04t 00t Phone: 717-932-8500 Fax: 717-932-8501 IMAM KEYSTONEC.F_ZTS.COM Document Title: Doc No: FIRM B1-02 Structural Performance i Rev No: 71age: 1 or: 1 f ` � Certification d Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 250.0 Issue Date: 6/24/2008 Revision Date: 4/30/2018 Expiration Date: 5/12/2021 Company Code: 138 I This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and, the age of the product and installation components. This report indicates the product s eiigible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing- cr•r'ifir.alor, labels to that Pcse products are representative of the specimen ewilualed and documerted for certd;cation authorization On"; oroducts:bearing such a certification label sha!i be considered certified. The in trits rep,,rt Can ue•verified a'vv.".w.keystonecerts.com. Licensee Information: _ Product Information: Custom 'v'ltndow Systems Inc, IMcdel SUO Vinyl In1DaCt Fixed St.",':�'t Aiinue ) •rr<:n r TvpF Ocala r L _.pG:i� �Jr' S 1` r,3L l-ami It�� - ---- - - --- ' -- - I ' ----•� - - Referenced $tandard: Product Rating: ASTtvt E 186G i E t 3 +t,-i�5 I lk 1,ssle Level D. Wind Zone 4. DP T; U 7 , �x?o t _ ' Qualifying Test Information: Test.Reoort No: i NCTL-210-3530-1A & -2A Test Report Expiration: 5/12/2021 Authorized Signature: - Keystone Certifications, Inc. ' 2018.04.30 1 145 Limekiln Rd. Suite 100E y- New Cumberland, Pennsylvania 17070 12:36:58 -04'00' Phone: 717-932-8500 Fax: 717-932-8501 i V:WV!.KEYS I ONECERTS.COM Docunent Title: Doc No: FIRM B1-43 Impact Performance Rev No: 4 Pa9-: 1 1 � �XST®N Certification 1h d ��Rr�,��r,o�a-, Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 274 Issue Date: 8/29/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestralibn pr:)duct Derformance may vary based on many 'actors, Including installation, concltion of the viail'roof substrate anc age ut the product and installation ccr,•por..er This revort nrtrcalt s the prnr w.! K eliaibl, k r 'hd appllca;I3-1 of Cert'icanon Prooram ceriificat!on labels. -icanse? stipulates in affixing Certl`,icaton .ab@is to pmdu_s. !rat tose :>r,cuCts a.-2 reDresen*al,ve of the specirrren aluat.e end locumented for s.^ificatior, a.n'ti:jnzabL)n C•i --,cauct, xar no s-r:- a .:er.if;Ca:u;rr label shaC t.V ., 1?` , a4 G F - be :e^fied 0., I's.crt' Licensee Information: Product Information: C UStC f'1 -V`dOvti S•:SterT?5 C.,;r, L ji'r, {�'•.j!_ '1 F!. f ',lr? ^1F.a� i.P,r 1=+r1. 7L,Y �3th AvcnUt? i ,:�. _ratol YLE-� ;J r _ _ FL �1 l v! •� rr l,, !^ 'resPON,I•in Referenced Standard: Product Rating: I ASTM E1886.'L-- 996 f:llssde Level D. V,ind Zone 4 DP -55, -18x72 i I Qualifying Test Information: Test Report No: NCTL-210-3672-1A/2A Test Report Expiration: 3/16/2020 Authorized Signature: Keystone Certifications, Inc. / ,� 2015.1 1 .1 6 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 4 '� �`~ r r Phone: 717-932-8500 11 :31 :05 -05 00 Fax: 717-932-8501 � I i Document Title: r Doc No: FIRM B1-02 Rev No: 7 Page: 1 Of: 1 Structural Pefformahce . .1h Certification authorization Report Required By: PRO'61-03 CAR & Product ID Number: 138 - 457.0 Issue Date: 6/24/2008 Revision Date: 5/2/2018 Expiration Date: 5/12/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard..Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report medicates the product is eligible for the application of Keystone Certification Program cert,fication labels. LicenseeSt;rU,grCc 3ffixino certifieatinn lat)r:Is to DrodUCLS, that those prod.)cl_ are represen2'Ive ``t tie ;reC,men evaluated aid documented for certification au!horizaoon. Only proauc!s to�-aring such .a ce-rtlfi•:arion •arei t—hall De considerEo, ert.`iec, Tie information in 1rs re:_)ort can be ver`iu.`at %,ww keyst;,ne Ertl curl. Licensee Information: Product Information: i I CUStOnl ;w it"].)•A' JL`te?"T15 Inv '.nde 8300 v it vi; Imr,aa F{xed i i t.t.:r Y1P it•-�• r. Referenced Standard: Product Rating: AAtvtA.:vur.1^, _ A AA U !v ;1C.,� 1E� ..101i t7,;- i Qualifying Test Information: Test Report No. NCTL-2 10-3530-1A & -2A Test Report Expiration: 5/12/2021 Authorized Signature: Keystone Certifications, Inc. 2018.05.02 145 Limekiln Rd. Suite 100B Nev., Cumberland, Pennsylvania 17070 I f Phone: 717-932-8500 07.27,00 -041001 I Fax: 717-932-8501 'dv'V�N KtvcTONr";:�"I:i 5;C!)b1 I Document Title: Doc No: FRM B 1-02 w Rev No: 7 Page: 1 OI: 1 Structural Performance ��-�''STON Certificati®n n � Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 465.0 Issue Date: 8/14/2008 Revision Date: 4/30/2018 Expiration Date: 5/14/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation. condition of the wall/roof substrate and the age of the product and installation co rr.p on en t<. This report Indicaws the product Ic ek]'I to fp• 7--e apP"„-ai:On Of Program cert;flcat;or- :cafe is Licensee S:q`'i!ates u- aL'!x!r..^, Cr'r!If r.d':'u '.,t;r-�s ,;rr,,t-n ts ,se a':•7JEIS .3r.;. represenLathe of !n.> -_:',nen e`.alUatrC 311)h ^u'nCnlE-j ttr ,_ri't• h r) :, Cwl t�earwxi sor; . a Ce. ihralior. IaDE:I ^oil [�? C'�ns�dFr?� �d(ii�iC ''iC IndJfT:it'.'J,- d' i-, t,��r' _df.ti': .. 'I;rr:�'... .:.\'.. v:'j��'ne,.e':S:,..:fl• Licensee Information: — Product Information: COston, ",•'Indo-w Svstnms Mindel 33-)C! vi: Flxr..^. la I � .,Referenced Standard: Product Rating: j PA,TAS ',012U2;�U� i L I`AISSI:e, JP 72x77 I Qualifying Test Information: Test Reaort No: 'i NCTL-2 10-3530-1 & -2 Test Report Expiration: i 511412021 I Authorized Signature: Keystone Certifications, Inc. 145 Limekiln Rd Suite 100E 2018.04.30 Ne'w Cumberland, Pennsylvania 17070 Phone: 717-932-8500 12:37:41 -04'00' Fax: 717-932-8501 A•`.4'�`J.I!f"i`;'ONI.(:-.h I S.Gl:P.1 Document Title: Doc No: FIRM B1-43 Impact Performance Rev No: 4 Page: 1 Of: 1 �t4 YrS T 0f. Certification -- Authorization Report Required By: PRO 61-03 CAR & Product ID Number: 138 - 534 Issue Date: 6/16/2014 Revision Date: 2/28/2018 Expiration Date: 4/29/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review• and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard Ac4ral !•.:nestra;!cn product performance may vary based on many `actors, includ!na installation, conoi;!on of 'ne ::alkra)f ;u_rtra!e _:rij u,e aye of lne D cALjc;t and rnstaitahon 'his rFpr)r! nrf!r.atp?, 'h� rrJ !.li.; is :*_pnip fGr jw, aDp:!ca;!on :if k,',(S!cne Cer-i`ica;!on FrQgr2T certification labels. Licensee shoulates in aff!xrna ce'tfication !3Je!5 'o 'ha: ','�C':ie irc• ticls are tit the ti�� lf1�n and c)�:,rr:en!:-,- fcr c.u.d., iCalon au' vr!za]-r -%n , :.rccuc's t)c:A,r,,q ,-X.n d C 'l{ FihCn :.rbCl 17:01 tx• .;rr t yr t7c l,C'r,if laid r'le: ',,S rep--, .a'i ut_ rr.r,`u;.] ,i! :,om Licensee Information: Product Information: f11... T. Referenced Standard: ! Product Rating: ASTM E1886-0_`J%E 1996-051:09 Miss,le Level D. ."dind Zone 4. DP=---65. 72x76 Qualifying Test Information: Test Report No: NCTL-210-3954/55-01 Test Report Expiration: 4/29/2021 Authorized signature: Keystone Certifications, Inc. 145 Limekiln! Rd., Suite 100B 20 8'02'28 New Cumberland. Pennsylvania 17070 i i 1� ! r Phone: 717-932-8500 -� 07:50:33 -05 00 Fax: 717-932-8501 Document Title: Doc No: FIRM B1-02 Structural Performance. Rev No: ' Pam:YcEYSTON 1 1 Certification J Authorization Report Required By: PRO 131-03 CAR & Product ID Number: 138 - 730.0 Issue Date: 8/29/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 This Certification Authorization Report (CAR) Is issued by Keystone Certifications, Inc. (KCI) after full validation review. and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the walliroof substrate and the age of the product ane Installation components T h.ic. fPn Ur: n('I`;a 1C-S ton io! 7-• ;,[t_��u�3I�,' Ji .QV Sir)llr: fl.:•Rlf lf,ai�n Pr[K r.=,i71 ,.F:rt f�C,�f t�Orl Ia:w;IS LICen;P.(- C'i:nil218t '1 t'aCl•. _ - .. _ik L...ri: C.. _ I'.1' r'.._. b,Lvj )CjS jrr - evaluate^ and doom?nt +J 'I,r _er'Itr a:Ir.,r' d-., .r. !l'Vt lilv ni(7U(.lS bearing Suc') a ::ert,"C.at'nrl iabrl cr'ill t'e conslcereCi -e-tif,eo . ; noorma:ic;- Ir, '-..ij -r:rir? -_(ir' -)e .,rl�lr•t: %i;.L'l.'.ti 1C'iStl�t`:B:.t.K;S�:;m. Licensee Information: Product Information: Custor'1 'vVrmow Jv}tr'rTij We ------ Nincle! F..,. .. PV.. "In,Pan'ae Fra•nE Impact Fixed I Referencetn�d Standard: Product Rating: �A%`1 AuL V'Dt.I.V C�SA .V i,1S 'A Y-'+,j-�.� I �yL, .y iv.... •� :.'..K I8.:C.. 1' .�./.'� � Qualifying Test Information: Test Report Nc. NCTL 2 iG 3672 1A'2A Test Report Explratlor: 3/16/2020 Authorized Signature: Keystone Certifications, Inc. cam. 201 5.1 1 .1 6 564 Old York Road. Suite 5 Etters, Pennsylvania 17319 13:29: 13 -05'00I Phone: 717-932-8500 Fax: 717-932-8501 i 1 I i Document Title: Doc No: FIRM B1-02 Structural Performance Rev No: 7 Page: , Certificationo J Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 739.0 Issue Date: 10/28/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications. Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors. including installation, condition of the wall/roof substrate and the age of the product and installation compcnen is. Th's report rrvjrcates the product is ehnit,le for �,e ap-dicahor: of nwstt�ne Ceruf canon Program: certification labels. I.IcenSEe S,!!miates +n afflxna cert.flcaher, larws trial V,pSF: �,rr.j ct, ari- !.,r J�•E-am•tr: uvai.rato:d arxi do%umented fCr Cer ttiCatlOn auihonzaton. Only prow-t,:ts ce.,r,ny _,. a ce-fication acel shall b)e conssd(-ro-1 CGRifivd. The: rnforrnatiur rn tins ra xrt c:,r oe .enrhec a. v:,,.v ke,s'nrx_•cer:s.com Licensee Information: Product Information: 1%4,:dei. Fi50 I :xe 71 Referenced Standard: , Product Rating. :A\_ 2'U1•._I 2,20 i i-.:p •,?._. •1�.�L I i Qualifying Test Information: Test Pepor: No. NCTL 10-3672- u -2 meat Report Expiratun :)i16 2020 Authorized Signature: ! Keystone Certifications, Inc. ��• i 201 5.1 1 . 1 6 564 Old York Road, Suite 5 �! Etters, Pennsvlvania 17319 13:34:52 -05'00' Phone- 717-932-8500 Fax: 717-932-8501 _ j ' ^ � . PICTURE WINDOW - LARGE Ml!�SILE IMPACT -ACTURED WINDOW SYSTEMS , '.'.I I I-THE Fl ORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. "1 C!,F'OR WIND ZONG 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 IMPACT N1 1,.::DESIGN LOADS BASED ON,TESTED PRESSURE AND I, i r(1F'31GN LOADS BASED ON,TESTED PRESSURE,WATER OLUO wwoo T— --------- L;i, I Of:TEST PRESSURE AND GLASS TABLES z w-im <r-zw SED MAX 0 OVER'j < P:z -;zb�u -�� | l'F-OVF()FOR I'APACT RESISTANCE. SHUTTERS ARE NOT C),-i.-z ' HE HT ty | | i � 58 201 cc z STATE or9/22/2017 LucasTurner LUCAS A.TURNER P.E. NORTH PORT,FL 34288 SHEET DESCRIPTION. GItNERAL NOTES AND TABLE OF C014 7ENTS ELEVATIONS GENERA, r�OTES&FLEVATIONS I LOCATIONTMAX UNIT, '.,IZE IA: PRI-SSUk'i RAIING I M PACT RATING DRAW.N BY' DATE; A INSTALLATION DETAILS b > SCALE: SHEET � 16. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA.FLORIDA 34474 - --1:" ; vWvW.CWS.CC 8300 PVC PI&URE WINDOW IMPACT z 3.. <Z 3: ELA FULL CIRCLE 'Z w�Q z LLJ Lu Zoz M—§t= TOMBSTONE :R!wg>-oC: m LL �-w2ZF- — z 2m 0 6FO,�%LURR L)(n F-0 0-l-,U)CL ly < U) --3: U)a w w w L 0 IL 0 Lu i-- Ir = of W3:w" CL ......FE...... 4. 1/2 CIRCLE. hjT ' 58201 co TRAPEZOID Wit. STATE OF 4 01 10 NAk-lav -'ETAILEOANCH'OR INSTALLATION REQUIREMENTS -riF'..'AIOOD OR METAL OPENING. 9/2212017 LUCAS A.TURNER.P.E. FL PE 9 58201 I EXCEED THE,',IAX WIDTH AND HEIGHT OF 1239 JABARA AVE. S ON S4EE! NORTH PORT.FL 34288 "I A11C.%I'F(.1�-4t FLANGF AND FIN WINDOWS PH.941-380-1574 SH O'AN ON SHEETS 6&7 WITH ANCHOR I14.gIRCLE )NG 1,<lJ.NGTH OF THE PRODUCT. ARCHITECTURAL SHAPESI DRAWN BY DATE ADE 05/05f07 DIVG.1 REV.: CWS-159 E SCALE: SHEET 2 OF 8 WINDOW SYSTEMS 1900 SW 44TH AVE. I OCALA,FLORIDA 34474 I WNAN.CWS.CC 6 8300 PVC PICTURE WINDOW IMPACT z Qz3 rZ 0w0 Qwob w J 0 w ZOz 0 zw§>.omr :a U. I-w zt-32x z zmm<xw00 O OI-O •Q=I...� .. I w w JVERALL o U �-z IL I- a .. _..._I i •• - _'�'HEAI STTIENG7H a TE+.IPEREO O O U W 710- 0 Z 0 S i O W Z Q 2<0'P ctfi ..'I:.w-. LA.^,S W_ QO�U}JO wwW •i'HL:AISTRENGTH zYd mow 0 wF0 wo w •- - - L4i SEN TR I GLASS IONOPLAST INTERLAYER d� F=-• O- ul 3 a � I_ •.•. � ._ ',•:,'ILA'•;TR�tJGTH '`yl,"`E I i I - .. I PURI`LC T GLAZE"H" ;�r5:•,cE s•:LR,;'. N. 58201 .A _ 112'Gi ,BITE •1, Y. STATE OF _ f I :9• GLASS TYPE B 9/22/2017 i LUCAS A.TURNER,P.E. FL PE#58201 NORTH PORT,FL3 288 jTH.941-38D-1574 SHEET DESCRIPTION. GLAZING DETAILS GLASS MAXSIZE oenwNe,: DATE: 9:TTIN-,DI ul•K.;r ,IL_:4 I:� I I TYPE W X H ADE 05/05/07 DP +/-55 A 48 X 72 Dw n REV' CWS-159 E DP +/-67.5 B 72 X 76 SCALE' SHEET 1:1 3 OF 8 b b Y WINDOW SYSTEMS��" 1900 SVV 44TH AVE. OCALA,FLORIDA 34474 1 wm.CWS.CC 8300 PVC PICTURE WINDOW (e}_. IMPACT 7 I l 2 a Z- WJ° ¢W S W WWLI �Z ZOO 9--~ Z ZS 'tttWCyO z. Z00�viz�U� �'I I) , -- t,, r:•.It:�:rl1 QQ'-zo zotir, w 0 ��owaw i ER z L" OJUJ!! p w=r0 aCL OS,>- W U. ~ D ��'aW ♦l+t10RE4t+. l" ITdTERtt.`1Zl . N. 58201 ' ! {O STATE OF •`�/ lii 4—• I •I t 12017 �JT 9t.TURNE LUCAS A.TURNER,P.E. FL PE#58201 -��--_ 1239 JABARA AVE. ORTH PORT.FL 34288 it PH.941-380-1574 t i SHEET DESCRIPTION. SECTION VIEWS SECTION VIE01 A-A DRAIVN gv: DATE' i Al„.:•..:t. .. ., AIDE 05/05107 DWGn REV. CWS-159 E C LE: SHEET --'----- 1:1.33 4 OF H b PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL ' ` WTI 1i51•ttQ0l17 W SYSTEMS 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B IFRAME, PW, MAIN, SILL MIKRON PVC WIAWMIScc 3 H-6006B IFRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC ZCORN'cR WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE t:B PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER PURFECT GLAZE"H", SIKAFLEX 552 HENKEL/SIKA SILICONE a z 3 a w 0 a 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z woo �zw w_ zoz of--; 10 S-6064 GLZ. BE., FXD. (1"O.A. I.G.) MIKRON PVC o�'Pw3Z032= z zx2<wwp0 11 GLASS SEE SHEET 0 oI-o6<-�� 0 F- Z 4-F-tna z< �ZV�ZOI=UiV - 31/8"� Q3owi t<- Qp~}7 0- w 00 w(nw�0J(AI-- O uj aOx�y 1 2 3 4 5 x w3ww [:::] 2 vt0-62�T�EE 11is• Fin "�p1ORE4l+tT% 2 719' �v' No 582D1 ••tiSi� =-D: '33. STATE OF ;mow, 1112" iOf••.'P p 2 PVC FRAME FLANGE-H-60066 ',,c� D R N A�%- i r-I- I i S •'' C� C i llll. E. I PVC FRAME FIN-H-6006A X� 9/22/2017 LUCAS A.TURNER,P.E. 1n0" - 1I2•--i{I 3' FL PE#58201 718` I 10 —�---{ I 1239 JAHARA AVE. I 3rt6- U — 8 NORTH PORT,FL 34288 PH.941-380-1-7574 1 SHEET DESCRIPTION PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY DATE: ADE 05/05/07 OWu 0: RE:': CVy-s-159 E SCALE: SHEET 1:7 5 OF 8 14"MAX.O.0(TYP,) —_--- ��®�•l�%J—�I----{I 4-MAX(TYP) ---{{{��7TT---6"MAX.0 C.(TYP.) WINDOW SYSTEMS 6"MAX(TYP.) 1 I SEE NOTE 2 I SEE NOTE 2 1900 SW 44TH AVE. ---------- �."MAX(TYP) 6"MAX.(TYP.) �- OOCALA,FLORIDA 34474 ---------- 1 I I 1 1 8300 PVC I I b' I I PICTURE WINDOW MAX O.C. 1 I (TYP) I I INSTALLATION IMPACT - -INSTALLATION 1 1 ANCHOR(TYP.) I 1 ANCHOR(TYP.) dAXO.C.J I I I I a z 3 az� (TYP.) 1 1 I 1 I-. O W O 10 W 0 0 I 1 1 W�ZOZ �-zF- O 1 1 O 1 U. H W�ZO22= Z Z72 w 00 0 000Z6'I-w O. 1 1 p Z-n-ZH.Ow I I I a OZ>u �00Wz I I I I a}QWFxo_ W p0 LuU)0 W O W X Z�TW O�/1 I 1 1 1 p WII=_ ai >- a 2'w ANCHOR LAYOUT-(FLANGE) AN(:11CR LAYOUT-(FIN) � P,......-- DP+/-55 PSF OP a, 55 PSF `V5•��GF1J$F No 58201 =b: az STATE OP cs C0R1V:C�el: s10 NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS RED.AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED (lam 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TAB'.E 1 SHEE i'8. 9/22/2017 - LUCAS A.TURNER,P.E. 4 ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESIST ANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER.'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRLzNGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 PH.941-380-1.1574 SPECIFIED IN TABLE 1,SHEET 8 SHEET DESCRIPTION' 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESS114G OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED.INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, DRAWN BY DATE 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS 3"FOR MASONRY.1')'OR WOOD AND METAL. ADE 05/05/67 8.WOOD OR MASONRY OPENINGS.BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND Li)ADS TO THE STRUCTURE. Owr/. RE`:. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIRENII=NTS AS SHOWN 114 TABLET.SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS). FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 WINDOW SYSTEMS 4"MAX.(TYP) 8"MAX.O.C.(fYP.) 1900 SW 44TH AVE. 6-MAX.(TYP,) 7 518"MAX.O.C'(TYP.) SEE NOTE 2 n•MAX.(TYP jT SEE NOTE 2 OCALA.FLORIDA 34474 ---------------- WWW.CWS.CC 6"MAX.(TYP.)— I I T 8300 PVC J I I PICTURE WINDOW 7 518' MAX D.C. I I IMPACT MAX CC. (TYP I (TYP.) I I I I I I I I < ? <Woo I I I I z w°moo ¢Czw w I I I oWz wz INSTALLATION INSTALLATION _ O-�-_ACHOR T ) ANCHOR(TYP.) m Z � ZX2 Q�woo I I I I I I I I o wzIL� -v0v - Ina ,_ OnQ 0zU)Z I I I I < =��}� oz I I I w 0n w w 0o w w w I I I as -— c0gU) I I I I of z: C��' I I I j�pF'.y�CE NSF*%Q41 � ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FINI No 58201 t� DP al-65 PSF DP-.'-65 PSf =ro: :C: :9= STATE OF PJJ �v NOTES: 1 INS FALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES, SILT.ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE `a CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED 1 3.ANCHOR TYPE.SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 A.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. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.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 MINIMUM NORTH PORT,FL 34288 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 8. .._ SHEET DESCRIPTION, 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REOUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUC f AND SUDSIRATE DRAWL©Y: UAIE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS 3"FOR MASONRY,V FOR WOOD AND METAL. ADE 05105/07 S.WOOD OR MASONRY OPENINGS,BUCKS AND DUCE(FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND II4STALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, or✓G a: REV SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE I,SHEET 8 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE SHEET FMAIAAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS). FMAM'DMA 250(BOX W4,1001A'S),FrAA/AAMAr^/DMA 300(EXTERIOR DOORS) 1:20 7 OF 8 Ott, MIN.TABLE SEE TABi.E1 SUBSTRATE TYPICAL HEAD ANCHORAGE E BY OTHERS WINDOW SYSTEMS((t 11 n"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE i OCA SW LOTH AVE. SEE TABLE 1 BY OTHERS pCALA,FLORIDA 3L474 SEE EDGE DIST �T I SEE TABLE 1 ! � SEE TABLE 1 �l ` 114"MAX.SHtM**----� II 4MAIW.CWS.CC SUBSTRATE BY OTHERS MIN EDGE DIST. I S E TALE SEE TABLE 1 830p PVC ' MIN.EMS E DMECJ7 / PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE I PICTURE W NDOW INSIDE AND OUT 4 EMBEDMENT IMPACT SEALANT BEHIND J/ �+I—•7I—� ❑� SE TABLE I Qy FLANGE BY INSTALLER L7-J(—UI rytp••MAX,SHIM D d Z � � <Z ❑ —'� �� PERIMETER SEALANT 2 w 0 Q w 0 Lu �--PERIMETER SEALANT BY INSTALLER LU Z O z w——I_ BY INSTALLER INSIDE AND OUT 0 Q w S y.O w 3 m INSIDE AND OUT INSTALLATION ANCHOR Z Z= 4��O p SEALANT BEHIND SEE TABLE 1 O O 1-0,3 c H�M ! JGE BY INSTALLER SEALANT BEHIND 0 U N r j ZCL \ FIN BY INSTALLER 0 Z i7 O ~0 N I++^JSTAtLAT.ON ANCHOR Cti� ONTAL SECTION j_C L HORIZONTAL SECTION 4 ?V(6Z O o O LLs0 SEE TABLEt AL JAMB ANCHORAGE `B TYPICAL FIN ANCHORAGE a: <GON�H p'^ HEAD AND SILL SIMILAR FOR FIN INSTALLATION r C=Cr > 3 O N cr Z— 4 a E'F a Lu w ❑ IL tt 1!4"MAX.SHIM �t1"y1pRE11'r��t+ SEALANT BEHIND O (— PN........ FLANGE BY INSTALLER O j ti G+"vYGENS C?A;" q i No 55201 ':'7 PERIMETER SEALANT - h11 N,EM EDMENT * '+ BY INSTALLER _ INSIDE AND OUT SEE TABLE 1 ='a 1. STATE OF..?l %per SUBSTRATE BY OTHERS SEE TABLE t MIN.EDGE DIST, �rJhrrrnurrl` I SEE TABLE 1 SEALANT UNDER SCREI A VERTICAL SECTION ¢y I HEAD BY INSTALLER B TYPICAL SILL ANCHORAGE 04 , TABLE 1:APPROVED INSTALLATION FASTENERS s/22tzo LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLA _ ., a, . 1 1418" --� PERIMETER SEALANT�-' —�- 1239 3A8ARA AVE. FLANGE HOLLOW LOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"INN TAPCON 2" BY INSTALLER NORTH PORT,FL 34288 F 3116"ELCO ULTRACON 1" •• INSIDE AND OUT D PH.941-380-1574 HORIZONTAL SECTION SHEET UESCRIPT!ON. FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"EIGO ULTRACON 1-1 tn•• 2-112" H 80X FRAME cvSTALtATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3116"ITWTAPCON 1 310" 7/8" HEAD AND SRL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 12X MIN.SOUTHERN PINE(G=0.55) 610 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE. DRAW .' DATE 16 GAUGE(0.060';MIN,STEEL STUD d10.16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW TI IRU 0 OGO" r116 ADE 05105107 7;8"AM.IGg63-T5 MIN.)OR 810 GRADE 5 SELF-TAPPING I FULL THREAD MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dw e: Rev FLANGE ;116• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E 1t8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0 125" -- -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: ( SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1412" 7116" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 i Florida Building Code Online Page 1 of 2 lit._ g : :r>ti..'µV 'a H r SCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts ':, Publications FBC Staff I BCIS Site Map Links Search D-Urida _ j;;,Product Approval d. , 1 USER:Public User Product Approval Menu>Product or Aoolicatbn Search>Application List>Application Detail FL# L14850-R Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (3S2)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)366-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas 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 G Validation Checklist-Hardcopy Received Certificate of Independence FL1485D R3 COI EvalReDort641C.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquI I 1 FzfePou... 12/14/2017 i Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14850 R3 II CWS-641C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+70/-70 Evaluation Reports Other:Large Missile French Door w/Sidelights,Max. FL148SO R3 AE EvalReport641C.Ddf French Door 6'x 8',Max.Single Door 3'x 8', Max.Sidelight Created by Independent Third Party:Yes 3'x 8',DP+/-70 psf.Glass complies to ASTM E1300-04. Back Next Contact US::2601 Blair Stone Road.Tallahassee FL 32399 Phon BSn.g87-lA 4 The State of Florida is an AA/EEO employee Coovnaht 2007-2013 Slate of Florida.::Privacy Statement::Acc s�ihili_g_ N Statement::Refund Statement 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 not send electronic mail to this entity.instead,contact the office by phone or by traditional mad.If you have any questions,please contact 850.487.2395,'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 pne.The emails provided may be used for official communication with the licensee.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 can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe +K http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePou... 12/14/2017 i i ��,�"�� 1239 Jabara Ave. `� ' } North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 641C August 28,2017 Product Description: Series SD-8700,FD-8750,SLT-8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. 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 61 G20-3.005 (4). This product complies with the requirements of the 6 h Edition(2017)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-641C, signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-2 l 0-3761-1,-IA,-1 B,-1 C,-2,and-2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-641 C. Limitations of Use: This product: May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 97"Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-641C • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641 C shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade N.O.A. #14-0916.11 t • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A.#16-1117.02t o Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#17-0206.1 Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6''Ed. (2017)Florida Building Code for use in this product. 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. ,`>>t1 %%. ��fOR... JS�l�,p2.�r Lucas Turner No 58201 '`� '�c 8/28/2017 2017-08-30 Lucas A. Turner, P.E. 17:06+20:00 STATE of FL PE#58201 0 GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED " TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79"MAX.FRENCH DOOR WIDTH 36 3116"MAX. IN ASTM E 1996 PER THE FBC. WWW.CWS.CC SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 37 518"MAX. 33 5/8"MAX. 8700110/550 PVC PANEL WIDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 26518" 225/8" — W/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO D w/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT 4.LOCK OPTIONS: __ __ I __ I UP TO 6'8": 97., I MAX. A HANDLE SET®36" 0(2)INTERIOR FLUSH BOLTS. Z w LU O a w CI w UNIT UNIT B.MORTISE LOCK W/TWO(2)INTERIOR FLUSH BOLTS. O z o z O__m HEIGHT E E HEIGHT HANDLE SET L8j 34" LL a w ��2_ C.MULTIPOINT(4 PT.) z z x 2¢of w 0 0 C C e 94618" HANDLE SET @34" O OHOUa=�w 95 MAX 16 X X FLUSH BOLT ON l 0 12 MAX, ABOVE 6'B": U0 z-j?Z F�y PANEL INACTIVE PANEL I PANEL A.MULTIPOINT(5 PT.) z O Z 0 z>0 U HEIGHT HEIGHT HANDLE SET @ 34" } H-w 2 O=Ow z SOD' z 84 3l16" 6 83 5/8" 5.DESIGN PRESSURE RATING: 4 0: u_0~ 2 GLASS GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND w O p K p W O SEE _ GLASS TABLES ASTM E-1300-04e01/09. K z LL m w 0 U) DLO NOTE 4 I DL i -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w O a 2 I —L INFILTRATION TEST PRESSURE AND GLASS TABLES F d W�w _ 40"MAX.SINGLE ASTM E-1300-04e01/09. EL a DOOR WIDTH D 2 6 N THE DESIGN OF THIS PRODUCT.SEES SHEETS 11 t12 FOR ANCHOR "n PANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED 0'SSOREW,TG lo FRENCH DOOR PANEL WIDTH SIDELITE DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD �;VP:•��G£NS�.• 'Q%y 26 5!8" ANCHOR CALCULATIONS. No 58201 :-P GLASS DLO A 7,PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE I 81n„ NOTE: NOT REQUIRED. trz '9 STATE OF :�(OZ HINGE SPACINGS ARE 8-11T' 97" FROM ENDS AND 20"MAX.O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS �!,0�N.k O R 1D P_ �-e- UNIT 20" FOR 81"TO 9T'UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. i��ss! NA.**NO$p HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. '��N'�H1� 10,THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: 95 3116" X=OPERABLE SASH,0=FIXED SASH ./ MAX. X I B z1- PANEL B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR HEIGHT LOCATION. 9/22/2017 84 3116" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. GLASS SEVERE WEATHER. FL PE#58201 SEE DLO I 1239 JABARA AVE. NOTE 4 I 13.QUALIFIED ALTERNATIVE LOCKSETlDEADBOLT HARDWARE IS . NORTH PORT, 34288 - g 1/2" GRADE 2 BY PAMEX AND DELANY 0.1 PH.941-38574 - .._.._...... 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION: A NON-MULLED UNITS. GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL ETAISBELEVATIONS........14 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING LucasTurner DRAWN eY; DATE: GLAZING DETAILS.................................5-7 2017-09-22 AIDE 09/08/11 SECTION VIEWS....................................5-7 SINGLE BOM............................................................8 37-5/8"x 95-3/16" 13:18-04:00 DWO0: REV.: EXTRUSIONS.............................................9 FRENCH CINSTALLATION LARGE MISSILE IMPACT CWS-641 C ANCHOR SCHEDULE&NOTES.............10 INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" SCALE; SHEET 1:35 1 OF 12 36 3/16"MAX. 151 3/8" MAX.UNIT WIDTH LyW.4til)L4llU •�f nj WINDOW SYSTEMS SIDELITE WIDTH MAX.FRENCH DOOR WIDTH 19D0 SW 44TH AVE. OCALA,FLORIDA 34474 335/8" 37518"MAX. WWW.CWS.CC PANEL WIDTH r PANEL WIDTH - - 8700110150 PVC 97" SWING DOOR MAX. IMPACT HEIGHT 94 518" Q 4Z0 SIDELITE O X ( X O PANEL z W�0 ¢k Z W HEIGHT HEIGHT 0 a w-}}Z 0 w 3 m FLUSH U. �W Q F?:2 T 83 518" I ON 84 3/16' U O 11--O V a=I-w SIDELITE INACTIVE to Z 1-U)(- SEEGLASS NOTE4 PANEL GLASS ZOZ p- -z j U DLO SIT DLO ¢ -zIUi�OOI`z } QQg�aOWFSO- II W "w U)0 W rn LU 22 518" l 26 5/8" -I w z-LU GLASS DLO GLASS DLO p w r=-OK w 2 FRENCH DOOR w/SIDELITES EL ~ a D: d `�J`�PpLORErrrrr r� 115 3/16"MAX.UNIT WIDTH - No 58201C 763116"MAX.UNIT WIDTH- a 36 3116"MAX. - 79" MAX. - 40"MAX.SINGLE SIDELITE WIDTH MAX.FRENCH DOOR WIDTH 36 3116" :9; STATE OF SIDELITE WIDTH DOOR WIDTH 33 518"MAX. 37 SIB"MAX ��t`..(O R 1.. PANEL WIDTH DOOR WIDTH PANEL WIDTH H DOOR'WIDTH ";liS/ONA1.�N.``� rr+nn1911%�" 97" MAX. 97' UNIT MAX' yy HEIGHT UNIT HEGHT 9122/2017 95 3/16' 94 5/8" 94 518" , 95 3/16" SIDELITE PANEL LUCAS A.TURNER,P.E. SIDELITE O X X PA EL HEIGHT O X HEIGHT FL PE#58201 HEIGHT 1239 JABARA AVE. HEIGHT 83 518" 6USH NORTIi PORT,FL 34288 SIDELITE OLT 83 5/8" 84 3/16" PH.941-380-1574 84 3116" SIDELITE DOOR GLASS SEE INACTIVE DOOR SEE SHEET DESCRIPTION: DLO NOTE4 PANEL GLASS DLO NOTE4 GLASS SHT 1 OLD I SHT 1 GENERAL NOTES AND 1_ ELEVATIONS i - I I DRAWN 8Y: (ATE: 22 5l8" I 26 5/8" 22 518" 26 518" - ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO DWG a: REV.: SINGLE DOOR W/SIDELITE CWS-641 C FRENCH DOOR wlSIDLITE SCALE: SHEET 1:35 2 OF 12 40"MAX.SINGLE --{ 79"MAX.FRENCH DOOR WIDTH 36 3116"MAX. DOOR WIDTH J SIDELITE WIDTH WINDOW SYSTEMS LJ 37 5/8"MAX. 37 518"MAX. 33 5/8"MAX. 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH I PANEL WIDTH OCALA,FLORIDA 34474 26,5/8" 26 5/8" 22 5/8" WWW.CWS.CC GLASS DLO GLASS DLO GLASS DLO 8 1/2" NOTE:HINGE SPACINGS -- �. 8700/10/50 PVC 81" FLUSH ARE 8-1/2"FROM Ell". B1" S1MiVG DOOR MAX. BOLT 21 5H6" ENDS AND 21-5/16" UNIT BOLT MAX. UNIT UNT MAX.O.C.UP TO HEIGHT HEIGHT IMPACT HEIGHT 81"UNIT HEIGHT. 79 79 3116" PANEL' PANEL Q Z Q Z 0 PANEL X HEIGHT X X HEIGHT Q z w LU O a w 0 w HEIGHT w z0z x�,� 68 3116" 68 3/16" 67 5/8" O Q w Z� -3:M E SEE JE GLASS u. H w Z f- x D OSS NOTE 4 pLOSS N DLO O O O V a=SHT 1 S 0 0 U)Z r-m D. 81/2" Q OZV ui Z��V SINGLE DOOR FRENCH DOOR SIDELITE x or O w of I_O z z _W oo.aiowUw x z.w OJf11H a 0. w~a W3w, IOREW,'11, 41 151 318"MAX UNIT WIDTH --- - `v:• No 58201 •••S�F 112 3/8"MAX.UNIT WIDTH 363/16"MAX. - 79"MAX.FRENCH DOOR WIDTH 363116"MAX. 40"MAX.SINGLE SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH s'P�. STATE OF ;•!u: 335/8"MAX. 37 518"MAX. �0T'•.�•. P,.=��''j 33 5I8" MAX. 37518. MAX. � �.•.;O R 10; �2` PANEL WIDTH I PANEL WIDTHI PANEL WIDTH r PANEL WIDTH ��S % 8 FLUSH 111. BOLTFLUSH MAX. UNIT - BOLT UNIT HEIGHT 97 WIV HEIGHT 79 3/16" DOOR X 78 6/8' DOOR 78 518" PANEL PANEL SIDELITE Q )( _ X Q HEIGHT SIDELITE � X Q HEIGHT 9/22/2017 HEIGHT HEIGHT 67 5/8" 66 31161, 68 3/16" LUCAS A.TURNER,P.E. SIDELITE I DOOR L LDO�OSR FL PE#58201 SEE GLASS 1239 JABARA AVE. DLOGLASS NOTE 4 DLO S NORTH PORT,FL 34288 SHT 1 PH.941-360-1574 _ _[771 SHEET DESCRIPTION: 22 S D GENERAL NOTES AND GLASS DLO GLASS DLO 22 518" 26 51V ELEVATIONS GLASS DLO GLASS DLO DRAWN BY: DATE: FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES ADE 09/08/11 DWG O: REV.: CWS-641 c SCALE: SHEET 1:35 3 OF 12 ---------------- GLASS TYPES MAX.UNIT WINDOW SYSTEMS L�J HEIGHT SIDELITE SINGLE FRENCH 1900 SW 44TH AVE. 1"OVERALL 1"OVERALL 81" A A A OCALA,FLORIDA 34474 97" B B B W1MN•CWS.CC 3/16"TEMPERED ----3/16"TEMPERED 5116"AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC -112"LAMINATED 7/16"LAMINATED SWING DOOR 3/16"ANNEALED 3/16"ANNEALED IMPACT ,.105 DUPONT PVB INTERLAYER 090 SENTRY GLASS IONOPLAST INTERLAYER C z "Z 3/16"ANNEALED 3116"ANNEALED r ❑W O W Oo❑ Z WJO Qr Ill'" W ZOZ 2'—�� QUANEX DURASEAL "" QUANEX DURASEAL o ¢U O K 3:m IG SPACER ��:; 11 SIKA-SIKAFLEX 552 or IG SPACER 11 SIKA-SIKAFLEX 552 or Z z= ZQ�� _ HENKEL-PURFECT GLAZE"H" i HENKEL-PURFECT GLAZE"H" W O O O OF-OLjQ i, U Ufn�'ZO-�111d Z❑ Z�j—Z�Om a 0 � OD U 3M"GLASS BITE O �i 3/4"GLASS BITE §a�O[2 P m Z z 3 � cd t�w�O W�� 10 t 10 w z—D. K W~w W�W� 1 1 �GP..��GENSF•.'Q�tn: 72 'v No 58201 -P STATE OF O.:'.R �:F •tORIC G�., �'�SS�ONA�E��`• zz 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS TYPE A GLASS TYPE B DRAWN BY: DATE: ADE 09/08/11 DWG k: REV,: CWS-641 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:1 4 OF 12 INTERIOR WINDOW SYSTEMS 68 7� 4 36 45 46 61 68 7 1900 SW 44TH AVE. - OCALA,FLORIDA 34474 W W W.CWS.CC 1 64 as 8700/10/50 PVC S!A NG DOOR 63 IMPACT 19 1 35 35 w rw zr 5 ©1— — 1 z zx�acg3w3g 64 O Orp dz¢xrcl I _ Q z30ZFrnw QQ OZLL�Qxoz OOtViV q7 V 67 56 58 41 0 3 1 4 16 3 4 44 6 Q �? zz vi O O } W W KfA Ow(n W f/I W 0-1 w 0 wow w ww o x a W a r i SECTION VIEW B-B ORELy,T N. 58201 INTERIOR = - 60 STATE OF 73 ALTERNATE 1 ALTERNATE 2 �•,�uNA��. 4 - 9/22/2017 5 7 MORTISE LOCK w/FLUSH BOLT 32 MULTIPOINT LOCK LUCAS A.TURNER,P.E. FL PE#58201 29 1239 JABARA AVE. 70 59 NORTH PORT,FL 34288 PH.941-380-1574 14 56 SHEET DESCRIPTION: 6s — SECTION VIEWS O 6 SINGLE DOOR 55 ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: 56 35 50 51 ADE 09/08/11 10-12,13,15-17,22,43,48,54,57-58 DWG p: REV.: ITEMS NOT USED INVERSION SHOWN: CWS 641 C SECTION VIEW A-A 2-3,8-9,15-16.25-28.30-34.3640,43.52-53,60,62,65.66,72.76 SCALE: SHEET 1:2 5 OF 12 WINDOW SYSTEMS� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC INTERIOR 8700/10/50 PVC SWING DOOR 7 61 35 33 3 3 65 41 66 14 14 34 35 61 68�7 IMPACT Q ? aZ� 1 O_ ZrOnZ}O��m Z Z2�aKwpO 0 U Urn�Zar-�na O IDEApY��y �( �J Z 0 j cd -2'DL)— W 00�tAnWV7W ZyW O-141H n. p WI=-Oa, wO�� a = CL ��a X"`�WIS NOREW`, 19 3 4 4 1 73 47 �3031 326627. 1335 47 2 73 71 4 12 18 19 23 4 44 67 ��g o•• No 58201 SECTION VIEW C-C '.0 STATE OF ;U` zz 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FRENCH DOOR DRAWN BY: DATE: NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: ADE 09/08/11 TO SINGLE DOOR,SEE SHEET 5 10-13.15-17,22,26-28,36-39.43,54,57 DWG 0: REW ITEMS NOT USED IN VERSION SHOWN: CWS-641 C 8-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76 SCALE: SHEET 1:2.5 6 OF 12 (cog WINDOW SYSTEMS 53 62 INTERIOR 53 9 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WVVW.CWS.CC 8700/10150 PVC SWING P DOOR IMPACT e ACT 40 19 ------ --- ---- A ¢ z z <Z O..._...... ........- s , 52 z w-10 Qw'Ow w zOz i x--t 5 42 o Hw3. OE�jE7 F-' z zx96'<w00 40 19 42 4 47 72 73 - 4 0 z3-ZFr-j� z OZV(dZCU— SECTION VIEW E-E < f l O 12 U—Z N 2 . w ou)w>-ow9w CL z�w O-Imr IL :c w WSW' SEALANT APPLIED TO a F- a o: a 62 6 15 ADJOINING FACES BY INSTALLER i; INTERIOR 1 JVPS-�.�OENSP G�'G�i No 59201 9 #10 HEX WASHER HEAD TEK =* * = JOINING DOOR FRAME TO SIDELITE. 6"FROM TOP AND BOTTOM i9 STATE OF 17"MAX.O.C. ��O.p,." 11. •�C % ------------ 9/22/2017 5 52 LUCAS A.TURNER,P.E. g SEALANT APPLIED TO #10-24 x 1-3/4"TYPE F FL PE#58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. b BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY. DATE: SECTION VIEW D-D 10-11,16,22,28,43.57 ADE 09/06/11 ITEMS NOT USED IN VERSION SHOWN: DWG#: REV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-16,4852,54-56,58-61,63-71.74-76 CWS-641 C scALE: SHEET 1:2 7 OF 12 ITEM PART DESCRIPTION PARTS LIST MATERIAL VENDOR ITEM PART# DESCRIPTION PARTS LIST MATERIAL VENDOR (/ p/](�v/}® • 1 FI.1833 MAIN FRAME HEAD ALUM KEYMARK 51 P5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS WINDOW SYSTEMS 2 H-1857 ASTRAGAL INACTIVE FD PVC ALUM KEYMARK 52 P5134 SCREW,#10 X 13/4"FLAT SQUARE TYPE F @ HINGE FASTENAL 3 H-1858 ASTRAGAL ACTIVE FO PVC ALUM KEYMARK 53 P-5151 GASKET,SIDELITE FOAM HO PRODUCTS 19DO SW 44TH AVE. 54 P-5157 SCREW#10.24 x 1/2",FI Undercut PH,18.8SS KEEPER FASTENAL OCALA,FLORIDA 34474 4. H-1860 REINFORCEMENT VERT. ALUM KEYMARK @ WWW.CWS.CC 5 K1861 REINFORCEMENT HORIZ ALUM KEYMARK 55 P5168 BOTTOM SEAL RUBBER TEAM 6 FI-1878 MAIN FRAME SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB 7 H-1880 MAINFRAME JAMB ALUM I KEYMARK 57 P5174 SCREW 08 X3l4"HEX WASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC 6 H-1881 MAINFRAME SIDELITE DOOR ALUM KEYMARK 58 P5186 SCREW#8.32 x 1-1/4"PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR 9 H-1900 MAINFRAME SIDELITE JAMB HEAD SILL ALUM KEYMARK 59 5-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTTTNG BLOCK 85 DUR.1/8 X 1 X 2 RUBBER FRANKLOWE60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 11 SIKAFLEX 552 or PURFECT GLAZE"H' SIKA-HENKEL 61 5-1806 COVER,JAMB,ANCHOR ALUM KEYMARK 62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM KEYMARK 12 P-3503 SCREW#8 X 1/2"PH TRUSS SS ASTRAGAL CAP FASTENAL 63 S-1617 DRIP CAP ALUM KEYMARK H 0 w O rn w O O 13 P-3511 SCREW#8 x 518"SQ.PAN TEK TIEROD BRKT FASTENAL z w 0 ¢ 064 w 14 P-3587 SCREW#8 X 1" PH FLAT TEK ASTRAGAL INSERT LOCK FASTENAL 5-1640 COVER,HEAD,ANCHOR ALUM KEYMARK w z O z w—z E 65 S-1B49 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK 0 ;z m 0 Cr 3 m 15 P-3767 ISCREW,#10 X 1"HEX HEAD TEK Q SIDELITE I FASTENAL 66 S-11359 COVER,ASTRAGAL,FD ALUM KEYMARK LL h w Z I-.3�E z Z ZS QD 16 P-4146 SCREW#8 X 314 PHIL FLAT SS TEK SIDELITE SHIM FASTENAL 77 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK 0 O r-0 Ij¢a=OF or 17 P-4278 FLITLY PAD .200"x 1.250"W/ADHESIVE ULTRAFAB 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK 0 z—O z z FIn y 18 P-4522 #10 x 1 1/4",PH FLAT,SMS-HINGE @p PANEL FASTENAL 69 S-1915 BASE,SWEEP ALUM KEYMARK Z O z U rri Z 0 0— 1--- 2 Ou z 19 P-4774 WSTP,BULB/LEAFS,PANEL AMESBURY 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK > §y p w 0 x 0 z 20 P-4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 71 S-8083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MIKRON F ��r j 3 z0� 21 P 4794 SCREW#8 x SIB"SO.FLATTEK IMJSERTATTACH FASTENAI. 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC MIKRON w 0 0 O o w in 22 P-4802 ALL THREADED ROD TIE ROD McMASTER 73 S 6084 GLAZING BEAD(1") PVC MIKRON a z T w 2 p En 23 P-4807 HINGE,GUIDE HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK 0 w r-O a r K w>- 24 P480WP48D9 HINGE,SET HOPPE 75 GLASS SEE SHEET a D- of a'o 25 P-4814 WSTP .50X.750 FOLDED BULB SEAL SIDELITE AMESBURY 76 H-1862 IREINFORCEMENT,VERT. ALUM KEYMARK 26 27 P-4864 RHINO STRIKE PLATE PADDOCK P-063 LOCK STRIKE PLATE FA—DDOCK77 P4887 MORTISE LOCK PADDOCK �`Ty`��yGEHS�T�p 28 P-4866 GUIDE,TIE ROD NYLON M&M 29 P-4871 71E ROD BRACKET ZINC SULLIVAN No 56201 :�11 30 P-4865 SHOOT BOLT TOP PADDOCK # * ' 31 P-4866 SHOOT BOLT,BOTTOM PADDOCK 32 P-4851 LOCKBAR INACTIVE 8 FT PADDOCK C STATE OF :_�w 32 P-4884 LOCKBAR MULTI-POINT"5PT 8 FT PADDOCK 32 P-4901 LOCKBAR MULTI-POINT 4PT,6-8 FT PADDOCK �1.S,ONA-i�`' 32 P4902 LOCKBAR INACTIVE,6'8 FT PADDOCK 33 P-4903 HANDLE SET ACTIVE PADDOCK 34 P-4905 HANDLE SET INACTIVE PADDOCK 35 P-4913 IWSTP,.50X.50 FOLDED BULB SEAL,Q DOOR SCHELGEL 36 P-4917 CAP ASTRAGAL OUTSIDE NYLON M&M 37 P-4918 GUIDE FLUSH BOLT INACTIVE PNL M&M HEAD SILL 9/22/2017 38 P-4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M LUCAS A.TURNER,P.E. 39 P-4925 CAP.ASTRAGAL,INSIDE NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 40 P-4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M 1239 JABARA AVE. 41 P-4927 GUIDE FLUSH BOLT NYLON M&M NORTH PORT,FL 34288 42 P-4930 SCREW#10 X 1-114"HEX HEAD TEK SIDELITE ATTACH FASTENAL PH.941-380-1574 43 P-4933 INLTL 3/8"-16 FLANGED W/SERRATED LIP SS PANEL McMASTER SHEET DESCRIPTION: 44 P-4934 SCREW 412-24 X 112" PH FLAT MS HINGE FASTENAL 45 P-4936 DOOR KNOB ACTIVE PANEL DELANY BOM 46 P-4937 DEADBOLT,ACTIVE PANEL DELANY DRAWN BY: DATE: 47 P-4969 SCREW.#10 X 2"REINF.ATTACH. FASTENAL 46 P-4997 STRIKE DEADBOLT PADDOCK ADE 09/08/11 49 P-5127 SCREW#12 X Z' PH PAN,SMS,ANCHOR FASTENAL DWG a. REW 50 P-5130 GASKET DOOR SILL.FRONT FOAM HO PRODUCTS CWS-641 C •ALTERNATE APPROVED LOCKSETS: SCALE:PAMEX GRADE 2 LOCKSETAND DEADBOLT SHEET 1:1 8 OF 12 L WINDOW SYSTEMS®�. ANCHOR @ MIDSPAN(TYP.) 4 (TYP.) 1900 SW 44TH AVE. 4"(TYPJ OCALA,FLORIDA 34474 6"MAX.(TYP.) F ANCHOR @ MIDSPAN(TYP.) WWW.CWS.CC 6"MAX.(TYP.) 6"MAX.(TYP.)— I { � 4"(TYP.) A f--2"(TYP.)"WOOD/METAL 6"MAX.(TYP.)�� I�� --4"(TYP. '�2"(fYP.)"WOOD/METAL 8700/10160 PVC -SEE NOTE 2 —SEE NOTE 2 SWING DOOR IMPACT 17" D.C.MAX. 17"MAX a i 3 <z (TYP,) INSTALLATION O.C.(TYP) INSTALLATION Z w�O < Z w O X O ANCHOR(TYP.) 0 X X O ANCHOR(11'P.) p -w— 0 3 m Z Z2m: lrWpp U U~0 a K uII-Z �Na Z ZO—O—�~U� tlJ n } P,2020Z �O t-F �k �� o cn � II LL LLI 0 J to iW- a a �ogtn 0.a: > SIDELITE SIDELITE SIDELITE DOOR DOOR SIOELITE M 0= W R� W z q a F- a w a ANCHOR LAYOUT-fFLANGEI ANCHOR LAYOUT-(FLANGEI �pptwnq,r pAOREW GC.Ito E FIs�..'Py% CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. 59201 #c f ,-at V. STATE OF :w� F .<,O R IQP'G, NOTES: 0, 0NA i�N``t� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 9/22/2017 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 LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.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 NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-3M1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR MASONRY,2-3116"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 09/08/11 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG 0: REW SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMAtAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAAWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:8 10DF 12 TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. FINTERIOR1 1/4"MAX.SHIM SEE TABLE 1 MIN.EMBEDMENT WINDOW SYSTEMS SEE TABLE 1 1900 SW 44TH AVE. CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS— AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMEIT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST. 19 SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCHOR WONG DOOR PERIMETER SEALANT 1/4"MAX.SHIM SEE TABLE 1 IMPACT BY INSTALLER INSIDE AND OUT J 6 ¢-0 INTERIOR z w-j a ¢�z w tx w zpz CONTINOUS DEL 1/4"BEADS OF SEALANT HINGE ANCHOR o H w z}O 3 AROUND PERIMETER AT ALL INDICATED INSTALLATION SEE TABLE I ANCHOR SEE TABLE 1 z z=:¢w w p O O 01-O�j¢=F-= POINTS BETWEEN FRAME AND SUBSTRATE U U I- a F-rn D, BY INSTALLER. HINGE MIN.EDGE DIST. ❑ z z I.-'O/n SEE TABLE fI z OzOvjz5U- �I. a 3:0wp=0__ �Oyy�HrO PERIMETER SEALANT BY INSTALLER la- I-N �O 2 PERIMETER SEALANT INSIDE AND OUT HINGE MIN. E EMBEDMENT z❑a O❑win Cnw pJUJ BY INSTALLER SUBSTRATE BY OTHERS a w�O a= } INSIDE AND OUT — SEE TABLE 1 - _ _ w 3 W CO B HORIZONTAL SECTION a r a tr a 11 TYPICAL JAMB/HINGE ANCHOft4GE IN.EMBEDMENT ,��``�Pt40RE...;f6�� SUBSTRATE BY OTHERS SEE TABLE 1 ti JCj.*�1C E NSF• SEE TABLE 1 No 58201 -:r U 9 STATE OF ituZ 1/2"(TYP,) %0 MIN.EDGE DIST. 21311� B ,�.••,�, P;kT: SEE TABLE 1 ANCHORS THRUVERTICALSECTION �y�F .t p p 10.•G�'�� 11 TYPICALSILLANCHORAGE HINGE(TYP.) �i�SSl��....., %% TABLE 1:APPROVED INSTALLATION FASTENERS SUB -EDGE DIST. RETE 2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-3/4" 2-112' _ Z� HOLLOW OR GROUT-FILL 2-112" 21 5/16„MAX. 9/22/2017 2X MIN.SOUTHERN PINE(G=0.55) 1/4•ELCO ULTRACON 1.318" 7/8" SEE NOTE LUCAS A.TURNER,P.E. TX MIN,SOUTHERN PINE(G=0.55) 912 WOOD SCREW 1-318" 7/8" FL PE#68201 16 GAUGE(0.050")MIN. #12-14 HILTI KW IK-FLEX OR RW FULL THREAD 112• 1239 JABARA AVE. STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" NOTE: NORTH PORT,FL 34288 1/8"ALUM.(6063-TS MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" HINGE SPACINGS ARE: PH.941-360-1574 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 8-1/2" FROM ENDS SHEET DESCRIPTION: HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1-3/4" 2.1/2" 21-5/16"MAX.O.C.FOR UP TO 81"UNIT HEIGHT, INSTALLATION DETAILS 20" MAX.O.C.FOR OVER 81"UNIT HEIGHT, HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3/16'ELCO ULTRACON 1-114" 2-1/2" DOOR CMU(ASTM C-90) DRAWN BY: DATE: HINGE ANCHORS INTO 2XMIN.SOUTHERN #10 WOOD SCREW 1-3/8" 7/8" ADE 09/OB/11 PINE(G=0.55) HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. 010-16 HILTI KW IK-FLEX OR ITW FULL THREAD DWG 0: REV.: STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 1/2" HINGE LAYOUT CWS-641 C HINGE ANCHORS 1/8"ALUM.(6063-T5 MIN.)OR 910 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2' 1:30 SCALE: SHEET 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THI 0.125' 1:2 11OF 12 TYPICAL HEAD ANCHORAGE INTERIOR 11,V MAX.SHIM MIN.EDGE DIST. MIN.EMBEDMENT WINDOW SYSTEMS SEE TABLE 1,SHT 11 CONTINOUS DBE 114"BEADS DF SEALANT SEE TABLE 1,SHT 11 1900 SW 44TH AVE. AROUND PERIMETER AT ALL IN 7-; 1 OCALA.FLORIDA 34474 SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE WWWCWS.CC SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. I - SEE TABLE 1,SHT 11 MIN,EDGE DIST. SEE TABLE 1,SHT 11 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT --T-114*'MAX.SHIM SEE TABLE 1,BHT 11 BYINSTALLER IMPACT INSIDE AND OUT z V, P cl W 0 V)ui(0)m, INTERIOR z Q�O <rzw w zOz W--f— CONTINOUS DSL 114'BEADS OF SEALANT 0 Z U)—>.0 w 3:Ri AROUND PERIMETER AT ALL INDICATED LL P uj z B:Z y POINTS BETWEEN FRAME AND SUBSTRATE INSTALLATION ANCHOR z z=2<. w 0 0 BYINSTALLER. SEE TABLE 1,SHT 11 0 z EL F-0)a. c z —z,5 0 < z 0 0 :10ln-z—55— z U.0 F- ,ZOO >- OwFmOz -t:Z,6 PERIMETER SEALANT BY 0 INSTALLER 0 Z)i�0 J, INSTALLER 0�V)0 w Q) PERIMETER SEALANT INSIDE AND OUT w I(n ui> 0 BYINSTALLER SUBSTRATE BY OTHERS z CL CC 0 z-co SEE TABLE 1,SHT 11 cc INSIDE AND OUT 0 N CL X w L)HORIZONTAL SECTION m CL 3:w MIN.EMBEDMENT \,L2�TYPICAL JAMB ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1,SHT 11 ol'-,iOREW'lot SEE TABLE 1,SHT 11 J .......... Z.:"J No 58201 MIN,EDGE DIST. SEE TABLE 1,SHT 11 C VERTICAL SECTION STATE OF 12 TYPICAL SILL ANCHORAGE .......... 9122f2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPPON; INSTALLATION DETAILS SIDELITE DRAWN BY: DATE: AIDE 09/08/11 OW-0 K. REV.: CWS-641 C SCALE: SHEET 1:2 12DF 12 M IAM I- E MIAMI-DARE COUNTY _ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.s�ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder 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.1. APPROVAL, DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions', sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing'the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miatni-Dade County Product Control Section. LABELING: Each tint 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 tiled and there has been no change in the applicable building code negatively affectin,the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0630.01 MIAMI•DADE COUNTYM J Expiration Date: May 26,2021 f 17 Approval Date: November 09,2017 Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawmas and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 63003-R, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 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 drawvigs and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA iYo. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASS(;RANCE 1. I'vliaini-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 1 ' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-511 Edition (2014) and FBC-6" Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26,21. Jorge M.Plasencia,P.E. P dnct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 E Approval Date: November 09,2017 E-2 DETAIL B: —MULUUN DETAIL A: 01� MULLION TO 2X WOOD BUCK ,,-MULLION MULLION ATTACHED TO IX BUGKS7RIP TYP.ANCHOR WOOD BUCK AND MASONRY SUBVRATF_ R tS OR WOOD FRAMING PE SER SEE TABLES IB-138 Z� (OFFSET CLIP SI IOWN) (STANDARD CLIP SHOWN) BvoTnERs, 7) /_MULIJON U % • z SEE SHEETS EDGE ""JI 1.23 FOR HOLE CONCR, OR _j LOCATIONS ____�,DISTANC, -j U) Er SEE TABLES 0: EDGE EDGE DISTANCE 8-138 CLIP MAY BE QISIANCF FOR,ASONRY CX INSTALLED 8Y AN 0 W 4ti, NOW RS I -x, c CO co SIDE VIEW D Z UJ WS SCH �WMAX FORcD '-'� 1 0 ALL VULL•ONS 7- z 7E RTI]ST d AN AN OR D d 4 OFFSET 9 C'P , r EXTERIOR A z 0 < (INSTALLED BY THIS ME.. EDGE Z z 0 z FOR MASONRY_THP�F�T m ANCHORS 0 RECOVM 5 FN.ftI;CR �io 1111-1.11E. sc, U) BUT 61AY Ld < EXTERIOR ALSO 3r z USED FOR se OTHER FRAME TYPE. \ v) Z < (L z 0 A0 J00 ANCHOR TYP.ANCHOR PFR SUBSTRATE ,—PER SUBSTRATE,, SEE TABLES IB-10 SEE TABLES 18-13B ,—PERSUBSTRATE,SEE.ABLES 1B-168 EDGE.'ENLI PRODUCT REVISED DUCKSTRIP as complying with the Florida SEE TAMIS AND Building Cade -0630.01 NOA-N 17 ATTACHMENT &GCKSTRIp EMBEDMENT AN EMUEDMENT' Fxpiraten Date 05/2612021 TT D • SEE NOTE 1. A ACHMENT By OTHERS. -iiil SHEET I. SEE NOTE I_ MN 21 KSI CONCRETE OR CUL SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. At 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION oV........ LYN ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,rHF '.-"6CEN&F CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ONTILE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY HE USED. No.58705�� 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. STATE ( S'4Tr 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3, • ATE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Af:PROVEU ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. A.LYN"A 911LE1, R,P.E. FL P.E.#58705 DETAIL E: MULLION TO MULLION DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO 3 MULLION _ (U-CUP) z sI MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR'CROSS' L (STANDARD CLIP SHOWN) INTERSECTIONS. VARIES 112! 2)MAY BE INSTALLED HORIZONTALLY I TYR ANCHOR (SHOWN)OR VERTICALLY. U) PER SUBSTRATE. i5 L) "IEE TABLES 1S-125 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 FOR CORRESPONDING MULLION. TAN 'T"r TOP VIEW z �-MULUON iliu U.1 611GEOISTA CE , Q FOR MASCNRY T 1'�_'Wft VAR175-U C.,_Y BE INSTALLED BY THIS H SMIETH.. CQ ANCHORS _j 012 STEELSCREWS it) SELF-DRILLING OR PRE-DRLL L MILLION A'NO USE SMS US LU in 0 0 c') LU z /_M LLION co EXTERIOR 0 z 4 THE OFFSET CuFTI—SI ECGE F MAS HY -CONIV m OR RC .ENDEDrOR ANCHORS FIN-FRA I ANCHORS INTERSECTION L)10 ALSO BE USED FOR -u gz IT, co z TY1_ANCHOR z EXTERIOR < < ll PER SUBSTRATE, z z — LD z SEE TABLES 18135 SUSHEETS21-23FOR GO HOLE LOCATION C8 KS GEETABLCSIB-138 FRONT VIEW EDGE < BUC �W'p -EA TANCE U) ENT DIS OTH` - ERS, SEE TABLES BE -138 S", I is 0 EWBEO < EDGE EL DISTANCE 1,'0 5�0 SEE.rABL SIDE VIEW LIN 27 SET CONCRETE OR CMU MIN 21KSI CONCRETE ORCVJ 114438 FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as Conitpinq with the Florida STEEL STUD Building ode (STANDARD CUP SHOWN) HOA-No. 17-0630.01 INSTALLATION NOTES: —STRUCTURE Expiration Date 05126/2021 TM ANrHCR BY 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR Sn Icco. .,—PEHSUBSTRATE, Mi.. e Product Control SEE TABLES 16,1111 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION -SHEETS ONLY,BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTAN'CL,IIAE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THL I AULES ON I I IL FOLLOWING SHEETS.FOR DETAILS A-0.EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LOCATIONS 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. CX) 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET, 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED L! DISTANCE ELCO ULTRACON OR ELCO 114"S.S,AGGREGATOR MASONRY ANCHORS. TABLEB LYNA, FOR STFEI STUDSTHINNERTHAN SEE FRONT VIEW \UIGAIkNLICA)MPL! TWIT'11THEFLOUILOING I8-138 ,CODE An A2XWO OD BACKER MLIS.USED.ATTACHMENT BY CTHERS. EXTERIOR USE"COO ANCHM SI,Lcs Z, z* : N0.58705 SIDE VIEW . NOTES: = 6 7- 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD T ANCHOR VAL IJES MAYBE USED. ATE _; ......... 2)SEE CORRESPONDING MULLION TABLES, 'Zo . SHEETS 5-20.FOR QUANTITY OF SCREWS, A ty, FL P.Et 58705 (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) C� SHEETS 2 AND 3 FOR INSTALLATION BAY MULL LU 0 0 TOP VIEW 7 —!!!! 2 FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION STANDARD MULLION CLIP I PER SUBSTRATE EXTERIOR —i U) TYKANCHOR TO FIT FIELD ct EETABLESIS-14B z In INSTALLUO INSIDE OF DAY MULL MULLION 2 PER MULLION END, z MUST BE INSTALLED z Ea in INSIDE OF MULL- 0 Cb PRODUCT REVISED PER SUBSTRATE, Liz S, INTO WOOD,STEEL. ARD CILL or,��CNRY ExTEROR Expiration at 2021 Minna 'Rdo Pradct central OD NT ALUM.CMU Oil MA30NRY e EDGE DISrAN PER ANCHOR PER ANCHOR 1)USE 2 ANGLE CLIPS PER MULLION ENC.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F., LOCATIONS. E AT 2)SEE TABLES 113-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 150 OR 160 FOR ANCHOR QUANT'TIES AND SHEET 22 FOR HOLE 0 Zvi 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ! ! i � / i | | i / ! � TABLE 1A Mullion Ca acity Table Obsift!) Opening Width(for vsn] Ilpspanvirg inuilicris)or Opening flelght(forholizoringy-spa ngmAons) so In 00 in 7a In so in 901. 100 in 120 In 140 In 160 In Redanguin T.pf.n AfP.GGrqJa TripfId-g IsV T"I" o g� v 1 ngll RectangularT-011,4-9. I x 2 x.125 L-fing Loafing I..dng Ls.dng Wing L-d 9 L-1119 I.-Irt; L Ldn, L..g Loading L.dng Li.ding Loading L.ftg (ceding Lmding Loading Alum Tithe 91 E' 9 41 Al Mullion 9. PL CN It R 24 FUT 4 S Zi 2 13 lr' i i . a !y z LU :1 2n LU cc 0 421n 1119 4D8 129.5 312 93.2 408 116.6 325 79.9 408 107,6 321 69.9 40B 104.4 319 0 1 4D8 INN 3119 56.9 406 104,01 319 46,6 408 IU4.0 319 39.0 408 104.0 319 35.0 408 ID4.0 319 -j W It 8 M2 61.0 244 23.4 48 In 74.9 312 63.8 258 (5TA 312 73.4 252 515 312 87.0 240 46A 3t2 MI ?45 0 6 3112 61.3 2 37.6 312 61.0 714 M.2 M2 a' 244 312 61.0 244 281 49�3 219 20,0 1 261 -j219 51625 in 0.9 261 1 7Q6 234 63�2 281 61.5 225 4&6 1 281 6S.7 224 39.9 291 521 222 'J5.5 281 30.1 31.9 261 49.3 219 26,6 281 493 219 22.0 49.3 a.a 1 202 37.6 247 1 44,8 - --r2 --- --- 4 199 3Z9 247 41.5 190 292 247 U.4 IN 26. 247 3&4 19� 210 47 38.1 1%3 i&e 247 193 16.14 247 38.1 193 to 0 (7) 54 In $2.6 247 57.5 207 Z�� 21 7 36 1 LU 0 f6i7 25.9 157 16,0 - 0 170 3ZO 200 35.4 1&1 27.4 200 1 31.6 24.0 00 28.9 'al.3 Z) cy) LIJ 60 In m,4 200 4t.2 ui� 300 27.1 159 ST 0 200 25�0 (v 631, 311 let 313 155 27.6 uh 30.3 152 23.7 181 26.9 t'9 20.7 181 24,5 146 10.4 181 22.5 144 16.6 till 213 143 z D.6 142 24.0 165 26. 20.6 165 23.1 136 le'O 1.0 134 Z 66 In 28.8 165 3 139 165 2 721. 272 139 23.3 120 16.5 139 19.9 Ila is.% lag 17.5 L)p w (L -j u) 76 In 13.9 125 19,7 100 16.7 125 VIA 107 IT g I zo < , - I� a I- -J 11.6 Ila 1&2 104 ttF z TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: z to N to Anchor Capaeltv Tablo(Ibs) (.ANCHORCAP.-_j C, . �5 cleite: Wk CGw� x C., luld-C.Mu Fftl CMU PT VftW M0.1 (DP- ANCkORCAP._ IW Elco Ulmom Aptmr XMULLION CAP.,-/ ca Ly X Anchor Typo: WIF FJ.D Ulm.. 114-Elon Ut- 5116,000 ,C�Ek.Ul 1114"%Ellnj 1II(r El�o TA7S5 Ek. 010 Giant .12 at Anchor Clip Patterns Lpmc- alm Ullwan _A=,-t- 5,-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR x Edo.Obtm,,(in): v 2-1/2' 1. 2.112, 3-110' V I 2-11i, 2-1m 2' �-Val 2- 01" Oqllu F,3-2e CAPACITY REQUIRED*CORRESPONDING TO AN C" EnDW.nnit(Inij. 2L4:. 1a/4' ACTUAL PRESSURE REQUIREMENT FOR THE c) x 1-1/4- 1414- fill I. I-IM, 1.114' 2' =1-31W 1.3w 0 < 0 lwIE 1044 lbs 2?0 U 250 lb. -V4'T. 664 Im OPENING,WHEN IT IS LOWER THAN TH E MULLION 2 Anchors Q 4�B-Mfr�O.C.I StGndad or Offsnl Clip(FV.1): 390 In 390 ft 450 Im 890 Im 31,1 T40 ft 946 Gn. 341 Mis lt� w 4 At..@ 1.1S MA,OQ/S-Aud Op,Oftv)Cap(Ing,2). 480 IM 700 M WA NIA NIA -- A2 N1W-3RO 1. -NIA NIA VA N/A NIA a, CAPACITY(FROM THE TABLE)OF THE SELECTED U82 a'. am 1120 Iti '0 4 Anchors Q V f0h.O.C.1(2)2x5 Anglo Clips I(Fg.3), 780 Lbs__..j� GOD fl�s 1560 lt.� 1898 Its 5401b4 -556TD�-WA 760 Im M all 890(bi 1892ft 02 ba am i,s I 12o G,3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 0 -W�0. I LLCIip�finto.12V Alum.(Fig.4�., NfA tVA -N NIA 0 2 Awbom @ OAS NIA NIA WA WA WA WA A NIA WA WA NIA 715 It, CAPACITY WHICH MAY BE USED TO QUALIFY I Anchorl F-Clip(Fa, 195 Ift 225 Ills n 1 140 Im 177 1b, 170 fm fln'Ills 332 lbs 473 Im 221 Its. 280:4. ADDITIONAL ANCHOR OPTIONS FRONT THE PRODUCT REVISED N 442 lbs 5&b. ANCHOR CAPACITY 2A.h-@ 1.15- 190 lb. NIA NIA NIA NIA N/A CITY TABLE, as complying With the Florida Mn.0 CJ F-Clip(Fig 2.1. a.IlDs NOTE.,FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Code NOA-No. 17-0630.01 F-photion Dinte,05/2612021 Mla-y-.- Doduct Control FIGURE 11: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLAT;ON BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3)MULLION ANU MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES To BE D14ILLEU IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2.000' ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES'CONCREI F.SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 125' CONFORM TO ASTNI C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURES: FIGURE 6:, CONCRETE BLOCK UNIT(CMU)SHALL YELLOW SOUTHERN ANE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE MINIMUM OF.125" THICK.STEEL STUDS'Z BF A MINIMUM GRADE 33 AND k45-THICK(18 GAUGE).STRUC rURAL STEEL TO BEAT I'X2'X.125"MULUCN Z No.58705 7� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT L FAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#f2ANCHORS lf,17.0 WOOD MAY BE STEEL,I"S.S.OR 410S.S. STATEF " A. IN111111t 'P.E. FLP.E.#557 ®4N N I TABLE 2A Mati'ron Ca ac Table Ibstfis .. o opening Wolin(for.s lca➢7-spam-ing ru9lions)or Opening Height(for hod2OnlaNy-sp9tutirg mUtlons) uo m ,50 1,, r twm 12om a 8Dm 90 to a 63 in 70 in Loadlrg -a�jng o2 p ra ano Solo La.11rg Laadfrg Loading Lm+dintl ± Retleit$ula, TaaTdat,. Recta^64ar TmNTda^6. Rectan0ulm Tr4R'tM1tn9. PecwnOulnr 7ruWTnarO. R'41a�mJMWar Tm�� Racfantlular Trap'Tdsra7. ReawneWar '(rap/7danC. Rec: r Rectan6ujar 7raWTM1'�ti. Lrredtro Loatllro Laodng toafiro Laad�n0 = lFadlnB t.oadirg Ldading S 2` 2• L .1r' - a._ a$ � �" N i b x Atum.Tube o a -2„" .0 3 8 w c^ a g• M "SS 8 S S a 3 G cap o f 8 cp rc" p ¢z g' p E 4. L,�, a s'8 �. § gy p$Q yt + � � � 2 f"s c E91 F9 <y', 9a' ti_� '6 as 8 dK �c L, rt = d$ s dd 0 2K aa9 (�7� 78 @in 170.0 620 n6.tl 435 t513 682 1700 %8 129.? 662 7TQ0 3C6 t13.6 667 T695 ita 1W9 fit# t6B9 5tT 903 G82 tG89 5t7 .7 682 i8B9 St7 &.9 fi6Z 168.9 677 58, � m it m L�LI 64.8 a58 $4E 360 6fd 456 'E1.3 357 51.8 456 fiC.O 356 432 456 80.0 765 77.0 456 00.a 355 37.-0 d56 80.0 356 481n 1N.0 507 136.0 419 191.4 SJ7 119.2 470 88.4 50T ,03.7 433 76.0 5J7 t928 339 075 537 44.8 397 6°@ 507 93,0 396 60.7 5U7 94.0 395 a3.4 507 990 39G 38.0 507 99.0 OB.3 371 74,1 456 90.5 36, .-.. 35.6 50.625m 1W.7 458 1148 379 86.4 45B a a45 253 19: 32d 4C5 253 F Z 1 541n 85.4 � -0W 83.3 336 71.2 d00 80.4 378 6TA dC9 6t.2 254 38.9 324 469 28C 3A5 324 43.9 257 37.1 324 <20 256 26.0 324 4oS 253 22.2 l20 87.0 3t3 168 254 8324 230 '� Q j 228 294 33.5 230 19.2 294 33.A 230 2 Z to Solo i m x 11 623 324 5!'i,9 278 51.9 324_ 57.5 274 446 324 - - C 631n 53.8 294 57.d 2'2 44.8 298 492 2a6 38.8 294 47.6 241 73.6 231 39.8 237 121.0 2G'I 37.7 2'15 26.9 29.9 212 19.5 Zb8 280 710 16.T 2G8 27.7 20J 71-3 258 2T.7 209 LLI E -e 66 to 45.8 268 49.6 Z'0 39.0 268 42.a 225'33.4 26B 37.5 221 29,Z 2bd Sat 71P R 7a0 268 31.6 262 23.4 266 j too u v°IZ I j 32.2 t9T 25.T 225 26a 18B 225 225 256 185 2U0 225 73.5 187 190 225 221 1BC 150 T25 20.3 M177 ,29:225 19.G t7G 1t.3 225 16.6 776 Q t- .h-- r5 72 in 36A 225 37.9 i96 38A 225 _ d 4} Tfi{n 30.8 202 .320 1T7 2v❑ 2C2 27.2 173 21.8 202 23,9 170 t9.2 202 21.5 16l I7J 2@ t0.7 1G5 15.3 262 iB.A 163 t29 2C2 t6.7 18} 10.4: 24r1 tS9 t5B 9.8 202 15.8 75 Z � 1&8 t55 tt.8 i92 t5.2 f52 14t 192 14.4 tE0 8.9 t92 14.2 750 59 t5] 192 1a.1 757 14.2 t07 Z 78 in 283 tat 29.8 160 23.6 782 25t 165 20.2 792 2'r,0 ,62 17.7 192 19.] 1 co h 8 mp up SO In 18.6 tag '19.0 t2fl t6.a 148 t6.1 W t,6tn ,a.2 12T ANCHOR CAPACITY ADJUSTMENT FORMULA: c+ � x oY y I _.. •- �� ANCHOR CAP.,",,,..,,,\,tANCHOR CAP.,, @ TABLE 2B AnchorCa ac Table tbs M°nl (DIR-)X{MULLION CAP r j V x 6 Halkw CtN led CMu FT'Nood slmstale eat CerArex _3.st " --- -"'" v4^Ss Eico y,G Eha t7s ss Fxa n;e sma nt2 suaJ nt2 e05 USE THIS FORMULA TO OBTAIN THE'ANCTOR d x r yt�Elep y1G'Eke Vtruun tW'Elco Ultm<an ggQeGator Ultmcan AgQeGaler Screw(G5)Sexw(GSj Screw 1651 CAPACITY REQUIRED"CORRESPONDING TO AN m !! Armor Type; 3l1s'Eleo-tritracon i7a-Etco 1HV.Cnn u;tmepn - -. g.d8• 0,51' 4.324- ACTUAL PRESSURE REOUIREMENT FOR THE R � C[ t Anetiot CIIP Patterns z-,rr 'r z-trz• 3=1/e• t -A u2° t•v4• i-va• t-na- r _ t-3ra' t-yB' t8dai OPENING,WHEN IT IS LOWER THAN THE t•AULUON °v Edge Distenoe(n): i' 1:1�4' I-a 611'° 442lbs- 5601ns Emnedment ImS -wia' 1-ya° 1-3v 1-y4^ 7' wA -.. 6Bi 195 des I0.tIw 77261w CAPACITY(FROM THE TABLE)OF THE SELECTED i t 390 me 360 Ibp a56 tw mt°msLL t644Ins zto tys _354gA t 7 W q 37wA sa51�_ 347 MULLION.IT WILL YIELD A MINIMUM ANCHOR PROD UC„ IE the Florida i 2 AncFuxs 4.TCi Min-O.C./Stand4rd a O}tsel Cllp IF16. ) 4861bo 700 t0.s WA WA W'A WA .. _ _ - t8U2 ins b82 the b85 ita it201M i a Anchors P31.15'MIn.O.C.I Stemard WOeaml pip(FI0.2Y _ ,_ Wq WA _T151bs CAPACITY WHICH MAY HE USED TOO THE ga ding Code 7 F" 3 780:bs Teo ms 590 ms 756o im 1895 Inc Sao IM �'U1�° ♦ iuA�_� 76NJA� 74�ne g Wqm.. Wq- - ADDITIONAL ANCHOR OPTIONS FROM THE NDA-No. 1_. 7 063�•U a nncnors®3'61"m,o.C.f t2)a5 An l t CJPn {I9- ? wq WA NIA N/t` ANCHOR CAPACITY TABLE. 2 Arxtwrs$QD.45'M81 O.C.1 Llollp,h1o.125^Alum,(F1g.d} N/A N/A yi5 8221tN t35 Aa 14p lib t!l 1pa 3701Di 7N/A 3WA dN7A 34t ibs 4421ta 59u in's_. EXPlration Date,0512612021 i Am I F-pip(Pig.5)' S85 Tos T9S Ibs 225IDs Niq WA 1Ua Ibe N/A 2 Anobcrs @ 1.15 Mtn.O.C.i F-pip tFq.ey 240 Im 3W ms WA WA By NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALU ES AS ARD THE STAND CLIP. Miami- ad roduct Contra k i } i FIGURE 2 ,,,_ TABLE NOTES: FIGURE 1: ---i '..00T )-- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR iNFOR.41ATiON ON LOADING. ® QS SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i 2}LINEAR INTtRHOIATION BETWEEN MULL LENGTHS ANDJOR OP£WS)SG WIDTHS IS ALLOWABLE j1t111111//! z.000 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ��,`:,- 4,10ENgE I Imo- _ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIC I IONS SHOWN ON SHEETS 21-23. ( ® FIGURES SHOW SUGGEST EU,APPROXIMATE HOLE LOCATIONS. 375, � r �L _,�: No.58705 , ANGLE CLIP MUST BE USED IN PAIRS. CONCRETE BtOCK UNIT{CMll)SHALLE SHALL °C,Oo CONFORM TO ASTM C_90-WOOD SHALL BE RM TO ACI 3C1 SPECIFICATIONS. PRESSDURE--7REATED GROUT-FILLED .•� _ E BE A 1'X2'X.375'MUWON t FIGURE St FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL HE CK(8 GAUGE). STRUCTURAL RAL STEEL .OBE AT [7/�.' FIGURE 4: THICK-STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT SATE F t LEAST.125"THICK AND A36.ALL ANCHORS IN TO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �SS A'(,ORIO?'-^`i�,��` - � THE MATERIAL,t;t0&fl12 ANCHORS INTO WOOD MAYBE STEEL,10-0 S.S.OR 410 S.S. ..... ` 1 ® ,�''71 1�NA�tE A.LYNNIMILLER,P.E. i FL REX 58705 i W� __ 5 TABLE 3A - Mullion Ca c T9bio p4stftx} uU' cns ar OFening Height(tor hbdz9ntaty6pamirtg mllgion5l 149 in 169u7 �� Opentn9 Wpm(<or neNialy-spartreng th+A'i } l0o in 120In 80 hi 90In g Ra<IangWar TrapT9anp. Rectangular Tre-d.gR 601n 701. I r Ir4p/Tnang. Rectarqular hap7Manp. ReclanBmOr TrepiTtin g. Loadrig Lmang 50 in Tn; na Ractonqular 7raPRdan9. Rcctan0un loeohg Laa4h9 Lta6s� Loafing Lwanq Loadn6 v 0.' Reatan6War TropRaen6• Rectang+:ar � � Laean9 L°aaing l t.onari9 LoadM 2 }. a � . RnctangulM TrapfTfianp. l.oadn Loaan9 Laadn9 a > (:• ^ '0 p Q '4 m '9 •!0- tV 1 x 273 x tnaa 9 Loadn9 Loaan9 B �...-- „ �" b " L• �.-. o � n^ u '7F1 G � g � 4 6 � U .375 Alum. > a vF q s '� 'a 5 A a m^ $ 3 fl @ G m ,s R u ^ 3 3 2' c7 v a c5 2 +3 ua E U t t,.. UI Tube p; o -� o a gg @g $�, yo °, a 8 1S u� u �._ `_'3 z S v `^ s S� '^ +J• 6� 8 o; ILL S Muition S'g U•o V U a t}_ tg Y �� 3 gist c O U) 426+ 170.4 820 170.0 4]5 170.tl 7N 170.p 479 170.0 868 17D.0 500 170.0 992 iT0.0 319 /T0.0 11t6 i70,0 527 170.0 t240 t70A 621 td8.7 1101 1T0A 521 127.5 1701 1T0.0 521 111.5 1501 170.0 � �o � 49 in t70.9 709 170.0 435 17f1.0 9S0 170.0 58d 170.0 092 170.0 630 i700 1153 tT0.6 86i ti'.8 itTM-3 1t0.0 a77 t36.e 1139 1T0.0 BGO it3.9 /1J9 170.0 6B0 97.6 1178 170.0 680 85.4 1779 770D 68 K M W 50.B291n t70.0 Tb7 170.0 563 179.0 099 170.0 631 167.8 1032 170A 60a 146.9 7032 170.0 i23 139.5 i032 tt0.4 747 517.4 iq2 170.0 756 97.9 1032 i70.9 706 a39 1972 170.0 756 73.4 1D]2 t70A 756 ~ 0 z fir in 170.0 797 1T0.0 b12 151.3 907 170,0 897 1048 739 118.0 599 1887 T35 1082 S&i 7l.4 7J5 99.5 583 0.5 7�35 95.7+ 5)8 SB.e T75 19/B 57i SO.d 73S 6 57�i Nt 7]3 9f.e Stb Z W m Q a3,9 9l1 eb.9 666 79.0 526 50.8 666 T5.0 521 /3.5 6-<6 T9.6 621 38.1 fi6b 75.8 52t Z = 80In 141-1 7J5 151.5 625 117.6 T35 130.3 90.t 530 57.T 666 D. U 6J in 121.9 66B 1]0.0 570 101,6 6M itf.5 5S) 87,9 656 909 54T Tb2 666 W ffJ z J Jo u �Z e].l 478 77.9 607 62.7 474 37.1 807 82.7 4 66 In f060 fi37 112./ 522 88.3 607 98.i 551 75.7 fi47 B5.0 99t 662 eU7 77.! 497 58.9 @07 7f.5 a8G 53.0 607 67.8 461 N2 807 d02 29.2 B10 N.4 399 25S 610 N.1 399 � -03d 99J 10 84.3 d26 51A 510 57.9 419 15.d 010 57.3 N3 14A 510 50.0 400 34.0 570 37.7 362 24.0 458 36.0 3:A 2l.T 430 35.7 358 N Q � � P T2 in at.6 5f0 85.8 id7 68,0 510 73.0 i59 N.6 373 34.7 458 41.8 3@@ 28.9 4S8 p 1.., � � 458 54.1 386 43.4 458 16.6 370 7tl 6 3z.fi ui 24.1 439 322 390 Z •Q OJ � i09 57.@ 458 81,T 392 l9.8 26.6 475 3t.4 3/4 22.9 435 S J61n 69.4 45@ 725 49.8 J66 40.1 4]5 44.7 3B0 J5.7 4]5 40,9 JSS 32.1 47S 3a1 3S1 tq,9 435 `..6,s 373 45.9 435 25,7 271 �.4 ]27 27.7 268 17.4 3T7 21.0 262 7B in 6d.2 d35 67.0 381 53.5 "� g X w o 80N bi.8 J27 43.1 299 J4.8 327 36.4 285 29.9 32T 3t.6 2G0 261 327 20.3 275 2]2 287 - -- n _ H � � 86 in 3db 287 39A 257 28.7 297 29.4 25z 24.8 20T 26.b 248 21.5 2B7 211 zu 19.1 2B7 20.9 240 17.2 287 19.3 237 id.d 287 18.9 232 1~ �Y Y 70G to 242 22T 24.J 2D5 20.2 227 20.@ 20+ 47.3 227 tB.O 190 115.1 227 /60 195 _ - U X ¢ a iii to 22.3 21S 2's.7 194 18.8 275 t9.t t61 15.9 275 18.6 100 -- (9 r Z tom,to tts lea 17 9 1sT �, ANCHOR CAPACITY ADJUSTMENT FORMULA: a o m O O ANCHOR CAP..,�.,,.' ANCHOR CAP.- ¢ >Omo TABLE 3B -- Anchor Ga alit Tabie ibs Rrw°oa idnrm (DP"„)X MULL10N CAP.,•,,,r,,. " S no0aw CIdU FlIIeQ ONU Substrata 2.TkCvwr<ta 1'`'tc1°°' 114•s6Ekovt6•Ekn v4.63Eico piDste<I tlt25teot crzSred USE THIS FORMULA TO OBTAIN THE"ANCHOR pR D.UcTREVISED yia'Elco 3r16'Ee,mhev4+ 1/4•Eko(llfr . pg¢eCata U@rxon AWmr Clmr 6<rew(Oo!6orcw(G51 Screw IG5) as eomptying with the Florida Ancnor ryPa 3/t6'Eko Uitmcon 114'Eko Uttracwr U1lracon 4.4e' o.5a' --0.324• CAPACITY REQUIRED'CORRESPONOiNG TO AN i, 2Tg- r 2-trt' z• 3•tI@' 2' ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 17"0630.01 Anchor CUP Patterns t. 2arz' 1• 2-112 J-ve• _,_ _ -- t.1p• two' z +�+'+' t' ' ' OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-Na. E46s Distance(inYt-7l4•- 1-114" 1-1l4' 946 ks 145 Ibs 4421tn E6010c EmtmOmant llnY 1-7N1• ta+4• t-3/4• ta4' 2' - CAPACITY{PROM THE TASLE}OF THE SELECTED Expiration Dote 05/2612021 45o lbs 090 ks tea4 ms 270 ibs 26o ms -354 ms 74DA 17wiA �4Aws WA 6e2 lbs ees lbc 7f2p lb°� MULLION.IT WILL YIELD A MINIMUM ANCHOR ?Artctrow 44-75'Mln.O.G lStanCar1 or 05sel Cllb(FI9.1): 3901bs 390 hs - A 3Bl[•be N!A_ NIA it2016s Teo ibs 16O ms SBOIbs +OBO`Ihs 189010s Sac Ibs ``-601b4 NIA T6U Ib[ 7481bc eao roe 58A 9 6ein6s eas 11a CAPACITY WHICH MAYBE USED TO QUALIFY By 4 nncnom @ t.15'MIn.O.C.I Standard(orO5se1)Cllp(Fig.2): A00 ibs TOO ms NIA NtA N!A -_ - !UA rib ms 7oduet Cvntroi NIA wA NrA NrA - NIA ADDITIONAL ANCHOR OPTIONS FROM TFE miamd-0.90 4 Anchole Hg 3'MIn.O.C.t(2Y2z5 Anq'o C6W t(F1g.37 NIA NIA NIA ANCHOR CAPACITY TADLC. 2Agch s g 0.45 Atvi O.G!ULltg,into.129'Alum.(FIe 4Y NIA NIA N/A WA 19010c NrA NIA N/A N. rb'A 34"tbs d42 tM Sa0 ms 1 Arlchol I F-G71P(Fip.5): 1B5!hs 195 ms 225 ibs 446 tSs 872 Bn t35 t05 Nf�Ibs 1l7 ms 37016s /87104 33210c 477 ms 17014� 227 IBs 2 Andros @ 1.15'h40.O.CI FdziO(FI@•67 240 m: 354 ms N!A NIA NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND Cl VALUES AS THE STANDARD Ci IP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGUR TABLE NOTES I� 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 t i I I i I I1 SEE SHEETS 1.4 FOR GENERAL INSTALLATION METHODS. `,"� Qk...-, 2}LINEAR INIT£RPOLA7ICN BE-TWEEN MULL LENGTHS AN O/OR OPENING WiD1 HS is ALLOWABLE. 2T50 ` `A.-"r-eiv ••fC��iY FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIME NSIONS,SEE SHEETS 1-23.21 I ,*; No.58705 = HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2S•23. 'r ® Q FIGURES SHOW SUGGESTED,AAPROXiYATEHOLRi,OCATIONS. -•O 375' '•�L lY' ANGLE CLIP MUST BE USED W PAIRS. 4)SLIEST RAi ES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ��T; ,,:��ti CONCRETE BLOCK UNIT SHALL CONFORM TO AS TM C-90.WC00 SHALL BESEAMIPRESSU MINIMUM ATEO i {C` '•.!�<OR1D?`.•••\�� FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8 GAUGE). R A MINIMUM E TO F 1"X 2,75"X.37a^MULLION O�A` FIGURE 4: THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.SHA THICKEN GAUGE).STRUCTURAL STEEL TO RF.AT !, THEM 125"THICK N!D A35.ALL ANCHORS TOO MAYMETALLEASTS SHALL EXTEND Al LEAST 3 SCREW 731RF14D5 BEYOND A.NW P.MIL(587R.0 P.E. � g THE MAT£Rint #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,SBA S.S.OR 410 S.S. FL P.E.#58105 Mull Length > I x r .1 A > m W 0 i3 si -i sl I m m In In ;D ca 5 zT S' 181ONd M m -a 01 PA...Capacity b,,,2)r > 0 C -InIg RJR q G) m P ? 1. Rom. ha, 0 P It is I s 1 8 �z :I wil'oo Capacity!41 0 li C: -U C ch.Capacity s7 P P > *1--. R 61 Required Oba) Ire :3 :3 :31 41 M-111oft P.City m th >0 C b' L, L. 0 0 b, 4 m m C: w V M. !-2 Ell 5 -R.TtmdCPb.-)'h' In -M M G) M 0 Moon Capacity C Capoel 1. Z 0 P. Ob.1112) r9 iK X 9 a .6;; - ti Aquuacap..ity to glu- ig r' EIRI; Y @- - = d Qom) 8 -3 4 mu!u6n a; m W 8. g OWlt2)C z lR> I$ :!� 0 12 1 u v Ao har Capacity 0 F:1 1 - Zquited Obs) R > z to P3 ;s p 19 lu 8 ��z :3 z :3 mullion Capacity 0 0 VtcuftQ) 0 5 Anchor Capacity R ZOmd 0.) > > 4 r. p a Capacity ib HrH<0 AnchN Capacity A m=. v a .8 Rociolood Ex in M in Y ttt > mm M, 22 in 0 Amhor Capacity > >------ v:2: R R.*ht,d(I.) C, CPK 0 '-0 >0 9'k - Z j;, 7. Muboo Ctpvti, C'm m Er Z :7-1;011 on cc: �:j m to i� ;3 A.Mor Capacity a -4 th�i 61 ;t 'z Raeuirod Vbi) R cm, -.1 zc W. 0 0 3; i3 kil::i I z Motion Capacity . m>2 zi b " F P g ct, m a > 0 o' to z Z. g Amlit"Cal'acity ff C) z Ir 9 ffd Z'To?:Q�00 S 0�--g K R— V. 0, Z 5r at O , z C' q 0:E In '0 A 2' _ U In g i g :3 1A.01.4 C.P.dry > 02 ;Ou b b QbVU) .6 a X27' "m in 0 0 -4 0 G)0 F31 A.&.Capacity wi m Ci glal= 0 In 't Dot g > In ca >C. 0�0 -t 9 ce>' z o, m -1 > wo>z C: (1) K Z. . 1. E 12"' '> M (n 0 to > 'D ZZM ;n > r.'a crm d ......y A. d��t z C --')C-..' "'.10d ilbs� 't". .", "a'c"A�l f p.."y "y A, 1"Y 50" 0 z m 0 'Y x m' m Mug (]Wft2) .00 z •co 2a in 0> 'm a C"""y C"", 0' fl C' A.chorCap.�fty > 9 flepd Out) -1 > MZ -1. m Wition Capacity i P� bj� . . . It- 9 i M 9 W� !.- i 13'ce to 0 w P In En 0.�W�c Ox T i� K k'ch'.C�ap.dty in(0 CW M rxq�E :�OZ > co ..'.) I-!a :2 0 C)> > A- I z w 517. 9 - zli McNion Capacity i:In G) Om -F 'Z' k > 1. 6 � -, j; -, z m -1 z it, k. Cta/112) up. m ro Anch.,C Requicl(ft) 4 In FR z Mul"'C"acity b, Illy 13 0 IX) 730 kn 0 z z v g a t 3 Capacity �8�E g q>.P g B - Raq,61ad Ots) I 02 ;!'m C 0 m I>E 3�T 2: ;x �- 11 RaLlog�;P9= x 0 V:�7 a 115)C I'll" C: E� ff in;mu D Acch.Capacity J v RetiWood ft.) ;q Omm A) 0 :3 pimulionc city, C�1'K C! 9 U-41 LL —h Capacity Required I!t I 11 1 ORo WZ 0� th 'C' th Oom�!z Om 9:0 z :C 0 0 C) 0 M�OPKA00OX m ;09P �O z z WD-0 0 I--Iry 0 copypjr.Kr D 2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED > 0 3 X ACT 0. Z:- -RESISTANT ALUMINUM TUBE MULLIONS CL m 1-1- T (n 0'% I X 2.7 X.650 MULL SPECS to Satia.: 0.wftvth,. t: sh"t co N/A NIA 6300JR 8,125 "SOWSKI R- Drain: Cbected By. Dale: 1070 TECHNOLOGY DRIVE VR N.VM=Ft 34273 C 1 11111110 08/29/11 C (941)480-1= "'6'FISOI'SKI Date: vision "MO"C'HANGES THIS SHEET. I O D Will Length c H ' • CT ,CT " '3 3 n m m N ffi 0m m A R® o W 5' 3' S 5 5 9' S 5 3 S 5 5 9' _ - O .1 D r m u A T « n - I&Dion^apathy • Q> J Q t9 z 3 ',S' S 9 >'� u u5. o Pba/(tZ) G) • T s « 2 AMhw Gp.*y '@ •--n m es a a -�° n R,p4ed Ob.) Ri w y • "'t o �anWffian Cmaary 6 g 3 • c m's 5" &N' o p Anch«capeary N m o o m c n C - S >nn 4 Regelmd gb) � • -tnL u�-�A m m 2 `gg _V 9 m m u }y' - $ MWaon Capacfry m m r • T m h a w w N m u o 0 0 o Ubs/It2) 4 N • A C ➢�. .�,s+1 T c r n & + g Anchw Cepedty 5`� • m m m=9c�a m m ,7 a . u It �' S RaWaad Pr) o Z m = - N Mua an Capacity y .T 0o1�'C-�or�$�o • • pedty w • • • > D S 6 a» o m e J d S 8 m Ragdred)nm) m m • • m o S o 8 g±Y 3 W E o .- e tDt�u�C�eary • C ZS�➢N&N � aP. o m � e O000P �Na Anchor Gpacay • O N I.,, $ m S A P ' tm� RaWlied(2s) - > f°z �'o - ? - . - -.IE to h.,Gpacily d =` e • • n> a g a ales B` o N o m a s 91p. of PbarrtZ) a G) •n 2 , �,Yes • •• z L1 _ .-. m FIR Md:o•Gpe<Ity m u m A z&a Y S Z S e o N Y Ratu4aa tma) n a a a- .. • •m c tl �, >n & f7 - Y lAdlon Gp.aM 3 w m u u Nf+n s > N c Pb./R2) $ 7.. .. a v m m v ^ l oy Moon Gtar.:ty y - 1b�A;oo�? of �I tilc e e PbalR2) B a- 4 Nzt�ov` RRm,iwmdOb.)aY o¢ 3 uc�zw cm3 mm a ` ➢>OTO� OmC Z mm m Oom'eID.�Sg o'lyl - I _ -I' 6 MulfmGpady A Ja T p�R'N y°O p S _ r Anchw Cepacly p F m c m m Z m r IN I m a 8 o 9 I e RequFed Ob.) 4 A >> p y >0 000 O �tZ735z0 Tz3 T OO aln>Ia Sa��1` L+ m 8 .. IAaaon cmaw 0 0=� S zp I I o m N m o e Uba 12I p xzn xmr mz - 4= . O m z➢"l 7J 3 T O Anch«Capacay -- 0 z-6 y inn Oz �� a >=->Ta1 Regs4ed Ubs) o_ 9oMmEm m°r m zn I" X tiig g ' MuLon Caoaoryop Z <3�OyD OO No � DO to Jymn - o w Obattrr, Ef<. m rr�mo w x r m r m m r z z z z N m z o a s cw, 8 w Anchor Cepadty pN�(r[77 pro z �o 'a'n>gaDn�a •gym m aI $ ReG,aeE(m.) �yz0�OZ Dz Z OZ R es Y _ c o T o c z c m e 9 d p 9 F3 Md[an Gwaty g S' l - ggTOp OOp F ern ao� o�To 9 _ a o Pmrfl214� , 2 m m �0 >c> >S N a O Arch«Caaclty v In m 2 3 O uZi O n O-4 E b' r'Ir '�'I b� 'd Requ4ed Ubs) i a m N p x±C> 0. T (°u m I "' I p $�' tAWaan Q m-lty m •T i m p Q> is u - Ana.«Capacity aR -mu (mf1 m a m D M w• - j m u w I�`, 8 G m I u 8 R-Wbed 0.) o T r 2r �A o ° �Ia ni Y 9 m u oIo ��mcapaary a cnDD m fa) Y rpg z O z Z m ca f _ „ & )}.,^ 0.nctl«Gpaciry o z o°m z m e1 m N z'I N N g g ,. w s _ ReWhad UOa) i s•,mrt w v o P S D a:s Eli if m VG'a Ei i ffi e 6 m 'g Mulhca Ca"Cty m >Fx os o mom ; N N N m Z rn z - I ^o An:hw Capacay o' m mm;T 0 z p m n w FT,o$.o .5 l+ ti s: o r g u m ReW.d Ubs) = - m r m z > O Q B I- Q E w 3 a < _N z m ti O 3 �I Muaon Gpecry r ' z0Oc0 mm 1 v y o c Ub.W) •$ Nm �+ om"'np �m z »0300>OC m u _ AR:h«Capacity so x>N I O 2 m Z O>C➢T O>m �+ u 8 ReW4ed Qac) m-1 �C Nm OOTr Tm�Tf.^. n D rR 2 P.n W r :�n p O Z➢n= x O ,Y. •),', }J,' �' r','MWbn Gpedry r m mAm TN Oy p0-z��rm _ ,T b L _ :t ' m pbs/112) a^� A~N O r FrnR m N O r`2 q T S.T a T 31 Anchwc-vu4 �' _T�O m�a n 2 r 7.1 2 fm/1 m°p f) >b> G ^s' ram+ L, 8 Requftd Pba) r«dmr N >z Omm03 x B oa�1O m0 N -nt O= C S C O O y O o MulOan Capeoiy y 5 x = m K x •(-s-1 m m S Z A < '_wi w •`�_' a Pbsllt2) cc 3 pe(7 O m 70J S N O C a j p m O Z m 55cc �, N &r Anch«Cap.ary m S Rt v m>>g O C Om a fn Requhed(ma) x v -II zyz5.mTmmD€I 3 m _ 00 4 -Z z T O c> c �AZm='t0D z 7gJ ' Fx o m 0 mr x OCl A C zN {zcmic tr. 0 O 5 �;0 pz N \\j1t11I Illl/// 3 m m z mu S D;�'�••'' � ''.Njy� C c c ma l7 CCo�n7�J O \ (1•e C) COPYRIGHT U 2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED V Q•: m ) z r2 • \ 6 S'� Tale: " �D IMPACT-RESISTANT ALUMINUM TUBE MULLIONS - m Ba.mp bn m�r o �5 1 X 4 X.125 MULL SPECS "zt rl m N sanas: scale: wino No. shaec " %ZCjA,•t 1�� T N o *o N/A NIA 6300JR 10p125 yo7oTECNMDLOGyDRm ftt ,'V '•• ... p l7 Dmwn BY. Data: C edmd By. 0ala: Ra N.YMCE,FL 34275 �. CCFR. J ROSOWSKI 08/29/11 C (yer)sao-leoa /A/y/111111111\\\ n RJa v.RB6 SOWSKI D0 6/19/17ROC ANGES THIS SHEET. FL CERT.OF AUTHC29296 i TABLE 7A Mullion Capacity Table ItraMe) C 1 Opening Width(for vertf Ily-sperningm mom)or opening Height for ta100 Inaltyapannfng mulllord) 0 9D'n 1001n fZO In 140 in 160In 60 in 60In 701n Be in •� o C 7taµ7dang. Rectangular TraptT43a9. Redm9Ulel Tmp7771anB. RaOtanguLu Tra1u'Tde1B. R4Ctangultp 7rap/Tdang. Recla ing T u-1100 Re-taro lar TfL"eannB• ox`•.. U Rectw9WN 7raprTdanB• Rectaltplar TraPtTdanB• RectanOAar reefing Laad'w4 Lmdn9 Leading 1 x 4 z.375 L`dng Loafing Leading LeadnO Loading LoadnB Loafing Loafing Loading `-Lo04n9 iaadtrg Laadnp Loadtg Loafing 5 :r %.. v Alum.Tube ,1.^ p .ta_ m .. '� r i.. m `�'.., mgg cgg A ., 04 e"r � %� Muilton +✓ 9 o A rg 1I _ &_ { y W _ S 3 r s �" s a � a s a d2a xa ¢Ra �� d ZO W ¢ a < ¢ 5 a`a Err �� w S U? 42 to 170.0 620 1T0.Q a35 170.0 7d4 170.0 47B 1T0.0 886 170.0 506 770.0 592 170.0 519 1'N.0 1718 170.0 521 110.0 1240 170,0 521 170.0 1483 170,0 621 770.0 1Ta5 170A 521 1T0.0 1983 770.0 621 W J N r AS In 170.0 TDB i70.0. 524 i70.0 850 170.D 584 170.0 992 77D.0 610 170.0 fi33 17D.0 ri61 170A 7275 170.0 677 170.0 i41T 570.6 Sea 170.0 170Q 770.0 6B0 tTP.a 1983 f70.0 BBO i5f B 2D2s 570.0 680 __ !ll C3 US �,6751n t71L0 T47 Ito0 W3 t70A M 170.9 -1 170.Q W46 570.0 684 f70A 1795 770.0 723 f70A 1345 /70.0 747 170.0 td44 177.0 75S 170.0 1783 170.0 166 156.0 1919 170.0 756 136.E 1979 i10.0 Set GJ 541n 170.0 797 170.0 612 570.0 956 t70.0 697 170.0 1110 770.0 754 170.0 7275 170.0 807 170.0 1434 170.0 837 170.0 1594 770.p e56 150.4 1799 170.0 661 137.7 1799 Y70.6 861 120.D 1754 170.0 H6t Q t0 Z 60 in 170.0 095 770.0 701 1T8.0 1063 170.0 797 i70.0 1240 170A 878 170.0 S4t7 iTQ.O 944 170A i594 t700 496 155.E 1614 170.0 f033 124.6 S6t8 170.D 7063 ii1.0 1814 170.0 i6G3 472 1819 170.0 1067 g { U) 531, 770.0 030 170.0 765 170. 500 itl8 170.0 8 170.0 1702 170.9 960 170.0 t406 170.0 1036 156.7 1542 170.0 7076 141.tl 1562 170,0 1122 117,5 1542 168.5 1188 tOD.7 IS42 167.8 1157 86.1 1652 167.9 1157 Z Z m �' p' af,J 66 in 170.0 874 170,0 789 170,0 1169 170.0 B07 1T0,0 1364 t70.0 1002 1606 1472 170.0 ig06 142.8 I472 168.8 1748 128.5 1472 /58.8 1130 707.f id72 t{T.e itgB 41.8 /472 148A ttg4 80.3 1472 146A 72 in 17P.0 t063 iT4.8 .789 17a.0 12T5 179.0 tt#i9 750.8 /320 165.2 tigl 132a l320 149.9 iPeT it7.3 532D i37.8 i[88 f066 t3?A 126.8 4049 BBA 1320 117.0 1024 75,4 1320 Yi2.e 1013 66.0 1720 7f2.5 1012 N 1z v Q J r J 76 in 1]D.Q tt22 170.0 937 149.6 7184 t59,4 1013 120.2 1184 139.9 994 1122 1184 125.7 87B 90.7 i784 1153 B60 a3.0 1124 107,9 B52 692 1124 We 935 fi4.1 1184 84.1 gal S8.1 119{ 923 Z Q CV 61 78M 166.1 i17A 170.0 967 136.4 1724 tA7.0 965 118.E 1124 128.8 947 103.8 112d 115.6 43t 92.3 1124 t05.B 978 83.0 1121 46.5 906 692 fl2{ 139.0 800 59.3 112} 8d.3 8B1 St 112f 832 662 }-- z 4 90in tOB.t 844 if1.6 750 �.! BId 4d.3 736 772 644 825 724 67.6 84{ 73.3 7t2 PO.t 8l4 66.5 702 64.0 9d4 61.4 693 45.0 B4A 54.2 q78 3B.c 844 50.0 B68 73.8 844 67.7 662 ^6 A d� 967n 09.7 742 gis 653 74.2 7d2 77.2 652 63,6 742 67.2 041 SS.7 742 59.0 &3t 49.5 742 54.f 622 44.5 742 49.0 Bii 37.t 741 43.6 600 31.8 742 36.6 690 19.5 686 37,6 466 n m a o , 1 6 in 626 588 5l.9 530 52.1 686 510 521 ii.7 586 <6.6 513 39.t 5B6 Ai.a 303 34 B 586 5T.3 A9s 37.3 S88 342 492 26.f 506 26.6 481 22.3 608 266 4J2 19.5 686 24.7 466 LU LU X 442 p Y a cXn (o 111?n 576 655 586 503 48.0 555 4R5 695 4I2 555 429 a87 36.0 555 30.0 4Ea 720 d56 16.2 473 28.e 555 71.3 457 2a.0 556 27,1 457 20.6 'A55 24.7 448 18.0 475 224 331 S X 7201n 45.6 475 46.4 433 38.0 475 39.0 426 326 475 33,T 420 28,5 475 29.E aft 253 A75 2b.8 409 22E i75 2i.6 401 19.0 475 29.t 395 16.3 475 i87 3ET 18.3 675 tT2 381 'U d 17.0 283 144 in 26.4 330 25.7 305 22A 330 22A 307 t8.4 330 t9.3 297 :6.5 330 5' ANCHOR CAPACITY ADJUSTMENT FORMULA: n tY TABLE 73 Anchor Ca aci Table b5 ANCHOR CAP.,,e,,.,"a ANCHOR CAP.- 2.tR Corzrete_ 3sxcane. Nanaw CMu Filled CMU PT WendI�G�) Metal (D�")X MULLION PRODUCT REVISED SuessratH: !t4"BS Etco Stt6'Etco Sl4"S6 Eko d7087eeI A1}2 et2stealf74'E1e0 U;aaeonnchor Type 3/i6'Elea U11-en 1/4 EIco UlPocm Naacon 90 U111acOn ABBraGaror Bcrew fGS)ScrewScrew(65) USE THIS REQUIRED"ULA ORRESP NDI N T a9 Cam fyiny Wlth the F° a Anchor Cllp Patlems CAPACITY REQUIRED"CORRESPONDING TO ANg God17-0630.01 ' " r 24rr atta" r 9an r a "- 0.324" ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Na." 8' i-3roles Expiration Date 05/26/2021 CAPAOITY(FROM THE TABLE)OF THE SELECTED 1A.aiaMULLION.I&301 OPENING,7 WILL YIELD A MINIMHEN IT IS LOWER UM ANCOR THE �10b. 2240@s CAPACITY WHICH MAY BE USED TO QUALIFY Mlam��-de Ptodvvt Gvntial 4AnsFarO®3"Min.O.C./(47245 AnBla GIP91(Flg.5k ]Boles 7801h9 6B0Ibs Is6D l6s t8981bs seo@s �56u lee -'vip 76q @s Tee 17» 138a tea tss2±>s 682 Bea 885 t° tt2q lea ADDITIONAL ANCHOR OPTIONS FROM THE gA�barn�3'M±n O.C.t¢i 2S5 A+gie G!psl(FIg.67 717010s /fT01hs 102g Jba z3wpbs 29 Abe B10 A@S BNIA Wp 17WA� 17wA@3 1>OA1bs 28 AIbs 10 Ies- 192/1as i� ANCHOR CAPACITY TABLE. 4 AncMm$I O.dS'Mln.O.C.111L11P,Nto.t25"ANm.(FI9.7r WA _WA WA 2 Ancf.0+8 g422S film.o,c7 FLllp¢Ig.O% 350@a 3501es 3900a 705@s 476@a WA 2801ba WA 315@s WA 4401oa WA 7471aa 4421ec 550 Rrs d AnanorsQ l.ts Etln.O,CJ FCOD[FB.9k d80@a 700@s WA WA NtA tt1A 380 L9s WA WA WA NIA WA 6821b6 88511s 71201ba „� 1.G62" r"-' � 1.00G" r-- NOTE:FORTHE OFFSET CLIP,USE THE SAME ANCHQR PA7TcRN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION FIGURE 1: FIGURE FIGURE 3: FIGURE4: FIGURE HGURE 9: ON LOADING.SEE SHEETS 2-4 FOR GENERAL!NSTALLATIONMETNODS. 7 �`��NY LYN/� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ` �p,`,LENS Mo. ] ° 3)MULLION AND MULLION CUPS SHOWN ARE NO7 TO SCALE.FOR EXACT DIMENSIONS.SEE 4.000" a,n' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" No.58705 "•1� SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ _• �• FIGURE 5: FIGURES'. FIGURE 7. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECiFICATION5.HOLLOW AND +/ ♦ ° ♦ • ° GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CCNFORM TO ASTM C-90.WOOD SHALL BE �0,�•. S ATE fr •lV�� PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALLBE --� ' %�s LORtD;`,.•'G�C1'�� • • • • °� 6063-T5 AND SEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.Oa6" 3LT75' n .. ... • NAL THICK(18GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126THICK AND A36,ALL ANCHORS 1'X4"X.375' i 7'X4X,375' 7 /A.j1rMMJIL�.NP.E INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRF�4OS BEYOND THE MATERIAL.#10&#12 A LYtsN lvil4hlE ,P.E. ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. ANCHORS INTO WOOD MAY BE STEEL,78-8 S.S.OR 410 S.S. r•MULLION MULLION FL P.E.#58705 TABLE 8A -- --- - " Muloon Capacity Table Ibslttl �' $ Opening Width(for,,I r9taRy-spanrdng mttions)or Opening Height(for lwrtmrda"p(l. itg m:.5iions) c BD In 90 In 100in 12D In 1101n 160 in xy O 6D In 60 in 7D in �i, 1.25"X Re441np41ar TrapRdanp. RectangWar. Trap/TNarg. R4.ervlar TroprTnm9• R4etan9ular 1FaNTnono Reetnngular Trff i=ng. Reetanpul4r TraplTnanp. R4e18npdm 7rapRdanO. RectdnBNa hop 6,;p. ReOtOng0lar Troir''iFleng. _ Loading iaadng .Ensg toa6n9 L03dn4 Loadnn] t0ad'm4 i-Ousn9 LOa6ng L-kn; Loading L-ting L..lao Laadn9 Laadin0 LOa.dno LOa01np Loading of U 3A 8"x T z r �' _r g �' z, p r r >c .� � L k x y x �' � 4� t � � fi$ a A �� 6 �.. r a LL265"Aiuma " a a NTube Muq "8 IL a� S 6� g "3,� "c "c �`' �4 `� �0 3 �c ''c�, a " $dgr � r 8 aS � 85 � ab� S@ a9 s a s gy s �- s� a s � sa sL s E� z � z� Xa i dy dz i 2� a $r dr s �z Z Na tU 42 in 170.0 620 170.0 435 170.0 7N 170.0 478 17tl.0 869 1T0.0 509 1T0.0 992 170.0 519 177.D 11 tG 170D 521 I70A 1240 170.D 621 170.0 1488 170.0 527 1T0.0 1735 17D.0 521 151.6 1769 17DA 521 O J a91n t70.0 T08 17aA 524 179.0 850 /70.0 504 1TOA 992 t70A 630 170.0 1131 170.0 661 1T3D 1275 170A 677 170.a 1417 170.0 d80 154.8 154E 170.0 680 1]2T 1540 170.0 O80 116,1 1548 170.0 680 Yof 50.629 in 170.0 747 17D.0 50 11MG 896 1700 631 170.0 /046 170.0 6aa 170.0 1195 170.0 723 170.0 1345 1113576Z383 f57.0 1458 f70D 766 139.2 t168 170.9 T56 f79D N66 f70.0 756 iC{.4 ld68 l70.D 758 p _ _-.-._ jR co a S4 in 170.0 797 170.0 6t2 I70.0 956 170.0 697 170.9 1716 17p.0 754 17DG 1275 170.0 803 163.f 1376 146.0 1378 170.0 896 1221 1376 1700 BGt 104.8 7376 170.0 fle1 91.7 137fi 170.0 Bfi1 fm- w 6DN 470.0 895 170.0 701 170.0 f063 170.0 797 158.9 1158 170.0 878 139.0 1155 167.4 goo 123.6 1158 111.Z 115a 150.O 012 72.7 115E 141.8 905 79A 1158 111D 905 89.6 1158 1{4.8 905 2 83 in t70.0 930 17CA 745 160,1 105t t70.0 850 137.2 ID51 156.9 862 t20,1 1051 142.0 849 ICb.7 /057 9b.t t051 125.7 810 80.i fOSi 719.5 822 68.6 105t ii9.7 821 69.0 i057 i79.i 82: ? m = t 68 in 1fi7.1 557 170.D 789 139,3 957 151.6 805 119E 957 134.0 T90 104,/ 957, 121.6 777 92.8 957 112Di 767 87.6 957 IC6.8 759 69.6 9ST 1000 750 59.7 957 g8,e 748 52.2 957 88,9 748 Z Jan ..0 c 721n 118.7 604 1752 698 f07,3 801 1152 684 91.9 804 101.3 671 90.4 a0a 91.E 660 71.5 B04Y 84.1 650 64.4 801 78,8 643 53.8 801 723 633 46.0 ]114 69,9 629 90.2 806 69,8 828 ? (� 1 TB in f39A 722 ttd.b 630 912 722 972 618 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 7G.3 386 54.7 T22 d5.5 580 d5.@ 722 59.5 STB 39.1 22 56.T 505 342 722 582 6S4 D Q 10 78 Y1 107.2 6B5 705.E 600 84.4 685 8%5 538 723 685 7&5 577 81.3 685 70.5 566 56.2 off 64.5 56D 50.6 Gas 60.1 553 422 685 i1.3 543 36.2 85 57,4 517 31.6 b85 50.7 536 Z F N r _ z X z g0 in 65.9 515 88.0 457 547-ills 57.5 449 17.1 515 50.1 441 41,2 515 44.7 434 38.E 515 /0.fi 428 37.0 515 37.4 422 27.5 515 77.t 413 23.5 15 ]0.5 407 20.6 5t5 29.1 404 Q 867n 64.3 453 55.8 d04 45.3 457 4T,t 397 38.8 453 41.0 39t 53.9 453 36.4 3a5 302 453 33D 379 272 453 3D.a 374 226 a53 26.6 166 f9.a 453 24.3 380 17.0 451 22.9 35G a a) go Go gp - _�_ _ n A 1oo1n 38.1 358 39.D 323 31.8�20 72.8 318 27.2 35B 214 313 23A 358 25.2 306 712 358 22.7 304 79.7 3543 20.8 100 t5.9 358 40.0 293 _ - _ UJ M 11f Li 75,1 33d 358 1706 29.3 30.1 301 25.7 378 26.1 297 22.0 379 21.2 293 19.5 778 20.9 289 17.6 33a 797 28S x U 1203n 27.8 29e 28.3 21M 212 23.E 290 19.9 29D 20,6 256 1T.4 293 18.2 253^ 15.4 296 16.4 249 _ O U N ,4>, 144 Ur 10.1 gal 15.3 186 EL`r z �Il m0 xU TABLE SE! _._.... -....... ANCHOR CAPACITY ADJUSTMENT FORh1ULA: AnchorcBpDtlty Table(ibej JANCHOR CAP.ae. O a o ri o�¢� Sabsirete 27KCunciae 3.5¢cr4c. Room cmu FMed CMU PrWcaa Maas (DP,e,)X1 }=ANCHORCAP._ 5r1s•Elca va•ssoco 5ns•oco v4•ssem N1061ad 4t2steel 612sf>,=i hiULL10NGAP.,,,,,,,,,� PRODUCT REVISED AAthtt fypc 3nPDmUdracon 1/4^Ec0u0raeon ulf-an 3116•EIt0U11rxm va•etaumacaa Aggrn3ator UEracm A99mGatar Sl-(o)Str (G) stroo(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR as eompfying with the Florida Anchor Clip Patterns - Bulldin Cade Ee9s outante My 1• &1/$' 1^ 2-vY 1I T r 2tlrr r 2.9T ___2• _ sve• z' D.46^ a5a• o.3zv CAPACITY REQUIRED"CORRESPONDING 70 AN NOA-No. 17.0630.0'1 Emladnau n tara^ 1�a• 1a7a• :ara• 2• 1-v4- pus i•1r4• 1-v=r i-u-� I-sv 13 w.tes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnchaisQa7r Mln O.c.]stammdvo6sef CNp tFla 1) 3gD ros 7a31N .giros I D3a as lest'm eta t5s 'La 1a 3S1 ins 7401b5 37410s 664ffi 04fir. 3/t ibs 442 es 560 ms OPENING,WHEN IT l5 LOWER THAN THE MULLION Expiratia»Data 0612612024 4 Archtrs Q 1.76°Min O.G r StanOard(or aseu Mp LDS 2y 4BO Im 7o0108 NrA WA WA NIA 3W 96 NIA IUA - N/A WA WA 6B21Da 965 1tt: 1121 ffi CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anclen QS°Min.O.C./�2t5 Angle Glp3T(Flq 31 78D i0s 7s0 as sBo 21s 1.',6D 1bs T8601 6ao ms Saift N/n 7601bs 7481ns @m LR 18�Ds 662ID8 a6511s t12Dffi MULLION.IT WILL YIELD A MINIMUM ANCHOR By dhrcMfs�0.a5'Mkt.O.C.lUCap,IMO.f23Nttm.(Fig 4y NIA WA N7A WA NA N!A - WA N/A N/A NIA WA fUA N/A WA 1430ffi CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Dad rodYCt Control i Ar4rorr FC;tp tDO Sy Iss ros f xa 225 bts a15ffi azz las 135ms_ 1402s iri:os II s7o ras 1a71:x 33z an a77 ds- 17D ms zzf ms zao es ADDITIONAL ANCHOR OPTIONS FROM THE • 2 AntnaR 1.15'rain O CJ FLII (Dq 6)' 210 ras 35U Da IUA WA NIA ILA 1008e NIA WA WA WA WA 341 Ita 4d2 ffi 5W ter ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE L' FIGURE 2: TABLE NOTES: ® I)SEE SIIEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEF 12ti FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 1t111 t I t 1 I1 r ttt 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ``�•�1.3td,.•••••••. t /r�f FIGURE 3: 3.188' ` tl;•' UCENgi r ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE CUP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58705 (� ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .265" nATE IN PAIRS. -�4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �'p ' CS GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL r O '. ' ; (Vi�� FIGURE 4: FIGURE 5: FIGURE 5: BE PRESSURE-TREATED YELLOW SOU'LHF.RN PINE WITH AN SG OF 0.65-ALUMINUM SHALL BE [ '•.;°LOR10A,.•'G\C��'� ® 6063•T5 AND BE A MINIMUM OF.126'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1.25'X 3.188'X 265'MULLION ills - ® ® ANCHORS INTO METAL SHALL EXTEND SATEEL TO BEAT LEAST 3 SCREW THREA5-THICK AND A36.ALL DS BEYOND THE MATERIAL. (1-114'VF MULLION) �7//j�N'41-1 O #1 C&912 ANCHORS INTO WOOD MAY BE STEEL.,t"S.&OR 410 S.S. A LYNN MILLER,P.E. FL P.E.#58705 I J -- s� TABLE 9A - Mugian Oapaaity Tabto 1IbWtt°1 a ppening Wtdth{tcrvc121cotVy-spanrSrg mWllons)or Opening Hefight(for horizonlalty-$parning mulliam)t24N idol, teal, e 0 901n 1001n TO Sn Soln ReaanNdar T+aprtaarq. SD 91 Salo ftvalen clot TrapRdena Roclan0uiar TregrdanB. Raatnngatar TtaplTdmg. laealn Loading oZ` U Ratlan9alaz Tm}JTdarp, ftvalvnBulat TraplTriena lieclar9ular TrePRnan9. fB LoadlnB Laadn9 Load4q Loading Laadin0 P Reacen9o:d TaPttsiana flagtanaq'a 7toprTdang. Laavhn4 Loaam9 Loadtn9 Lae6np Laad_d Lna.uw - 1,25%3.25 LoadNBr Laadln0 Loading Loading CoadnB Alum.Tube a N s d € da s d d iT0.0 5f9 1T0.0 ti t8 /70.0 Sx1 153.3 ii10 170.0 521 1TT.7 111tl f70.0 527 t09.5 1110 iT0.0 521 95.8 iii8 170.0 521 � W � 42 in 170.0 620 170,0 -035 770.0 'Id4 P.0,0 d78 i70.0 808 i70A 506 t70.8 902 8 A79 f70.0 800 83.8 978 170.0 880 73.3 478 774.0 B80 d8 in 170.0 IGO 170.0 524 t7o.0 850 RO,p 58d t67.e 078 7704 679 146.7 978 /700 881 t30.4 97B 170.0 $77 111.3 O70 170.0 080 07. W M Cl) iL 50.825 in 770.0 747 77Q0 5S7 iM.4 A9B 170.0 63t 150.7 9x7 170.0 684 131.9 B27 1A8.5 708 117.T 92! 159.1 R99 105.E A27 150.3 690 8).9 927 7663 B95 IS.A 92J i58.3 695 65.9 927 S56 Sd fn iT0.0 747 i70A 812 164.5 884 170.p 691 132.5 B09 157.A 6B3 115.9 8B9 111.9 fi60 103.0 B68 174.0 660 92.7 889 t28.H 654 TT,3 869 726.8 8S2 652 Bfi8 12k.8 652 5T.9 ebB 1288 fi52 4( F (0 Z fi0@ }43.2 7d0 153.0 834 749.d 746 732.3 tl20 102.3 'I48 117.8 0a8 89.5 7A0 107.0 509 79,6 Td6 tOt,O 592 75.6 746 96.8 58T bD.7 746 03.3 61f3 51.2 7A8 93.] 583 dd.0 746 03.3 583 if Q•. Z Z �Z a V � 031n i23.i 077 132.tl 579 103.1 077 t1].2 566 00.4 077 f00..7 659 77.3 877 Bi.d 640 8dT 877 05.2 $39 61.9 677 etA 534 51.8 677 77.9 520 d4,2 617 76.7 629 38.7 677 76.7 5T9 __-_ 661n r07.8 817 114.1 570 88,7 817 97,0 519 76.0 61'7 83.J b00 d7.3 6/7 78.3 SOD 59.8 fiiT 72.8 496 53.0 677 fitl.T ABB d4.0 fi17 84.4 Aa3 38,4 BI7 63.7 482 338 817 63. "d 72 W BT.9 510 B7.r A80 08,1 518 74,x 4dti 59.2 578 85.2 d32 5t.8 518 58.8 a2S Ae.t 5/8 K2 119 41.A 618 50.7 114 ]AA 518 40.A d00 29.0 910 46,0 145 29.0 518 45.0 405 � � �Q U�&Z d9.4 384 39.2 465 /5.3 378 35,2 405 42.2 374 29A 485 39.3 381 26,2 485 76,5 38d 7t.0 165 36.2 1S3 p 06 82.a 398 ra0,3 465 54.9 389 d4.i 4E5 d41 34.9 340 Y3.3 dbt 33.1 3A8 ZO4 Id1 327 746 Q O a- r ' 76 in 70.$ 465 73.7 -0O6 507 38.2 4Ai 41.6 3fi0 32b Id1 3B.T 356 27.2 K3 � � Q � W i8.2 312 /9-8 282 13.3 332 18.T 260 Z 78N 65.2 441 88,0 387 56,3 Idi 57.7 379 4fi.6 44t S08 372 40.8 44t 45.4 39s � ti SO In d2< 332 A3.0 295 36.2 332 37.0 299 30.3 332 32.3 204 26.5 332 18.8 280 23.0 332 20,1 27E 21,2 332 2A.1 272 7T.7 332 21.3 206 F-' X 96 Jn 35.0 281 36.9 260 2A7 291 30.3 25A 25.0 291 2fi.4 262 21.8 291 23.5 24A iD:f 241 27.3 244 71.5 297 79.5 241 tA.e 247 17.1 236 t2.5 291 {S.fl 2 � � 798M 26,0 230 25.1 2S8 2t45 230 T1.t R05 ti-5 230 10.7 201 15.4 S30 i0S 19tl x _ to L, L Y 111 N ZT.6 210 23.1 187 109 278 19.4 19d 16.2 218 16.A 191 id.Y 210 1A.8 t89 = U N O 012a In 1T.9 107 18R 170 187 1 tA.9 5,7 167 C7 Q IL ; � 2}�>0 �• ANCHOR CAPACITY ADJUSTMENT FORMULA: v tt o•��-� ANCHOR CAP--,,,,,s TABLE SS \ ANCHOR CAP.„ m Anchor Ca achy Table Pit-) H011M CMU FIIIed CMU PT Woad !deist (DP,.)XtMULLION CAP.,,ou,.,,�/ PRODUCT REVISED Substrate: 2.74 CAnArete 3.5k Co°°. '-' i/d"SS Eloo 5+16"Etco 174"SS E@o iP10 67cet dig Stcei Dig Sted as complying with the Florida 5N6"Elco 3/ta^EIco VAmcon 1J4'Elco Unmeon A90regator tnuacon AgOreGalar sorew(es}Screw(G57 Samw(G57 USE THIS FORMULA TO OBTAIN THE"ANGTo A gulls ing Cade 17-0630.01 I Arghor'iv$e: 3716'E7co Uemaan t74"Eko Umaagn (filaoan ],t/8. 2^ 8.d0^ o.5a" 0.72a" CAPACITY REQUIRED"CORRESPONDING TO AN NOMNo. /" 2.u2° i-va• solo" 1ad¢s ACTUAL PRESSURE REQUIREMENT FOR THE i Anchor CLIP Patterns Eyde oistonce lnY• 1" 2-0t2" 7^ 2-i!T 3-iJ8" - _ i-114" i•ifd° z' 1.1/J/J" 7ifA' 1-f 14" 1-7J4` Embedment{Ink 1-9:4" 1.3//" t-3/4' 1.714' 2" _ I 6/2021 sAz ins eaS Ida ltzo @a CAPACITY(FROM THE TABLE}OF THE SELECTED Isa Ids ego me tsAA Its 2T0 ibs 2M tdu 753 tee 7d01ts 77NlA s WAfl >w� 3At tbs 4<21bs SBo Iw OPENING,WHEN IT IS LOWER THAN THE MULLION Igxpiration Date 5 2 2Amhom g94.75"M.in0.0.J Standard ar Ctlsel Cllp fFlB1% 300@s 3g01ba 950 It. CAPACITY WHICH MAY BE USED TO QUALIFY Miami-D Product Control 4 Anchors(O7 7.16'Min,o.C.!Standard(or Otlsetrj CLIP 1F19.4z 789Ibs 7801bs WA NIA NJA WA 7801ds' NJA WA NtA s WA WA N!A WA FROM 1 d Anohgn M3"Min.O.C-t(2}2a5 Angte Ps {FB- Y 6801bs 13801ba iB98@s 5A0Its 5b1 IEc NIA 78011>s 7AHN 680Ids t8927ts 882@s 885 Ns it2A@s MULLION.k7 WILL YIELDAMINIMUM ANCHOR DY 7 AtCdOta M 0.54'M'n.O.C./ULYip,hlo-1D0"Atom.(FIO.4% N/A N!A WA N/A WA NJA NIA NJA NfA WA 34t ids bd2 ita Sao ins ANCHOR CAPACITY TABLE - NIA Altcimr7FWp(Fla.Sk 195@s t95 tbs 225;bs 445 ids 822{y t351ts 140Ibe 1T710s 3701ds 187 Ns 7721es 47J Ibs 770 ins 2211es 200Ihs ADDITIONAL ANCHOR OPTIONS 2 Anchors M 7.15"Mgt.O.C.t FGip(FI0.8% 240 @s 3591bs WA NIA WA N!A iB0 1bs' N!A NIA N!A WA �1,250°� TABLE NOTES: 1 j FIGURE 1: FIGURE 2: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® g ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � flNY YN/y G, "•1GENS 3.250" 3.250° ` :' L F •;Cfi 3)MULLION AND MULLION CLIPS Si IOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE \�•, ' FIGURE 3: ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Hi,f No.SB705 -- SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. CLIP MUST _ ® BE USEDN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS7M G90,W000 SHALL ATE F �'•(�� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF a.55.ALUMINUM SHALL BE _ 'i ••,'O(ORiOf;.•'' \�� FIGURE 8: mr3-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE LAND 100" FIGURE 4: FIGURE 5: .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT t.EAST.125"THICK AND A3fi.ALL 1 25"X13.25'X.100" ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25"X 3.25^x,70o" � jS�dPtAL MULLION FOR MULLION FOR /J 1}�1 ® #1a&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FIEi.D-MUU.ED UN(7S FACTORY•MLaLED UNITS A,LYNt�S�IILLtK,P.E. p FL P.E.#58705 i i TABLE 10A Mullion Capaclty Table Vir-R) gut a Opening Width(far vedically-spanning mulliom)or Opening Height(for h9ri291de11)<9peani7lg lndliore)Wuin t44 in iGo in 701a so in 90 in f 100 n1 _ So in b0 in "� AOMan lar Tra i n Rrclangulor TrapRnmg. RaMengaler Tlap7rlunB o RadarlBuiar Treythiang. iddMnngldar Tnytrdan9- Rat[lgnta` T®pfrdong r..unwuta, Tmpiloi..g Rodangular TrepWCriang, 9u M10 LoaAa L.W0 az~ cwi 1.26 x a 2 6 Redangular T7apRiang• ,-di L.-&g Lao15n0 Loudny tootling _toad'e1g Loedhg taedn0 toadin9 trading Laadulg 9 4 Loading Loading Loading 4oaaing Loetling _ n0 x.824 N Aluln.Tubo .F •u,- -. n .� f. 8 v �� o 0 o+s`% s �@ LL a a :L �g m 0.�. U Muillon u is ci %a da tin o u., ti a:+9 u p =t g-1 O e w 5 � w�rc W u uk V .a o,� - e °: �a C E'2 e co v`- 5e v9 �g lJa 03 � $� a 5s;. o.^ g`. 5•, 5w a ,,'2y $'e > < k.' 'S°� 3d`z + •(z E@ da7 �. dd� ��. dam' �' Saw a:s Em` f@. d"rc" z'_ d�"a` .'�. d`d x'.@. 2�s` a W 2 8$ fG $C t"3 drc s� a a �uY fd a i $ak __ uU3 J 0) d J f0 d2{n 1740 620 f70.0 475 ttO.B 74d 1T0.0 470 110.0 B6B 170.0 5D6 170.0 992 170.0 519 170.0 1116 170.0 571 110.0 1210 170.0 521 110.0 IdBB 1TO.b 52'. 110.0 1TJ4 170.0 521 17g.0 1967 17D.0 521 � ae /56gG70}S7 1fI1nnnn 11i17776000t....0P0B 16990037460J9 1tI177770000A...0ED 4ItB9 94d1 1121d6GA89 7797 1Tae 1929d2d 1ti777Tg00aA0O 670350A 117700.0g 11t21397355 /11777800...0 n T06 B50 109 564 170.0 pg00 617B70520731t776 _t1777)900..00g 51i27d47]35d 111777000...000f 67eTJ7tTT 111777000....E00 i11d459i9TJJ 1tt7ldi0ogB..A.09g6 578505550685 17177519065....0400 41S7T699S7C3£1 1177d407..001 fE5E87D:0 503t RO.a 1T80 553A896 1740 677 179.E tO6 170 1i67$0...t7 ^1967791 17a...0 680 t4d01...35 19B799d i7G0G..D1 686fl7900B mQ J. •E MQ AW d In t/0,0 8I2 t67i 17 170. 99U 1033 129•8 03E 1511 Iia.O IOfiI n f LU T0 ttOU I41I 170 72 10 13 7g4. a70 QT91 1392 1770 1708 5076 745 48 INN 6940 i06 . M ACO2 367 1211 1249 IALI 180Q 789 3 102.7 030 so's 1419 91,2 020 01.1 749 2 0a.9I099 97.7 tOJ9 107 dR SO it T40 37 T3.3 736 :D 092 9J1 00 70.7 941 917 Go 71.4 341 6,4 761 B05 d7.1 91 67.0 TO 044 710 56.0 B94 78.3 721 5T 8S894 'D0 919740133 To In 132A N r a - _ Q 90In 85.4 671 gB.T --- 71.6 611 TJ.9 50s 61A 671 65.7 575 57.T 671 582 5E6 477 611 5[9 550 43.0 671 - _�r__ F x bZ op +� d7.5 562 39.3 590 d30 d37 3b.4 1 690 34.6 499 A.b 590 3d.7 47T 25.3 59P 3t.6 469 22.7 590 24.E d64 a U3 b�0 m0 96 in 70.0 690 72.8 627 59.0 690 61.4 610 50.6 684 53.4 559 4d.7 590 _ - - �- - to cl 4G6 27.1 301 70.T 166 2J.6 302 17B I66 21.7 775 Ib.S dOC 79.E 7T0 }00{n 49.t d65 50.8 427 41.d 456 d2.9 J14 35.5 466 37.1 A08 71.1 ae6 329 d07 77.6 446 29.1_ 796 N.9; - LU c) 111 in 45.0 4A1 4G.T 400 302 441 39J 39] 32.7 A41 34.1 387 28.6 dd1 30.2 74t 76A iat 272 776 229 Idi 26.9 312 19.7 ddt 21,5 363 1bA d47 t93 356 id.l 46t 57.E 351 120{n 78.3 378 369 344 3C.2 318 319 339 25.8 378 26.6 314 217 37B 27.7 329 747 778 213 325 f8.11 378 19b 321 15.7 370 16.7 31d 3: N Q 74bt0 2t.4 2G2 212 242 iL5 262 1T.B 279 15.0 262 15.7 27GAcs XO ANCHOR CAPACITY ADJUSTMENT FORMULA: O �m0.. TABLE JOB AnchorGapactty Tabie;ibaj ANCHOR CAP., _ANCHOR CAP. 2.76 Comrde 3.5k CUnc. Ndiow CAU Fliletl ClAU pT v/am tAddl (DP,,,,)X(MULUON CAR,a,n,,,,a) PRODUCT REVISED Satsirdla - -- Ito"SS ECo 916•Ett- 1/i;SS Eiea 410 blaed a12 Stx! 171251xt vt6-nco VW EILO Mrsm I. Eicounracon AgO-aor UDW. AgD*Gaar Screq(G5)Bu=d•(C�) Satw tGS) USE.THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Anther Type. 11P Elta Ulrsm Vd•EtoV02con Ulir don NOA-No. Cade AnchorGifp Pettema NOA-No. 17-0630.Oi Edg 0elto-d n 1G/4• 1�n u/d^ 1.1'4• �z°6 1-vd^ 1.9A• 11/A^ 1-11- 1•114" 1.7/4^ r e^ 156 rues ACTUAL PRESSURE REQUIREMENT THE MULLION UL Expiration Dote 05/26l2021 NIA NlA NrA Eazros 685 ae 112P¢x CAPACITY(FROM THE TABLE)OF THE SELECTED 2An:tdls(�4.T6'MIn C1 C./Statd&d gr Otaet CEP{Fl91Y 2.t'O DS 3'A ft6 d•JF:bs B94 ro' S54J i6s 279 me 2E9 Y7s 3SJ IOs 7dUltn 374 me 6641ga 9d8lt7d 3a1 Ns 412Dn 563IfB OPENING,WHEN IT IS LOWER THAN THE '. 4 Arcnaro lrg 7.i5'MIR O.G/SlandaN(or Cdfsel)Cllp 19.2)' 4B0I5S 7001os NIA WA N/a NrA _ _3DO to N!a WA 4 Ar4mn@3'Mm.G.C.ondWA zx5Ar6ToCtr,7s+(Fi9 s7 7BO Igs 7E(f!ffi Em 1os lasts 18961aS slams 560,E wa T6o 11n 74a los e631ta 1eWA 6TUA 095t Utt,n n2o los MULLION.IT WILLYIELD A MINIMUM ANCHOR By 3A.Mrs�0.54'M41,O.C./UZIIp,�nt�o.lo0•NFUC (Fill by 7p5 Ns NIA t95 ro3 225 mS b1515s 02216s 133 m4 1d00a 177l ms 3701ts 187 IbS 3321[6 47316t 10roe 221= 263 m9 ADDITIIONAL ANCHORO OPTIONS FROMUTHE� Miami-0a Product Conf7ai 7 AnUersQ7.iB'Min O.C/FLOp(Fi g.6J: 240ro0 35o mB NIA NrA NTA NTA 1f/3 an� NIA NTA NTA W.4 WA 381 tos dd2 k'8 8671b9 ANCHOR CAPACITY TABLE TABLE NOTES: 1.250" 1.250' FIGURE 1: FIGURE 2' i 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND ON LOADING.SEE SHEETS 2-4 FOR GENERALSTALLAT ON MET!IODST 26 FOR INFORMA7iON ® 1l %liiltTTT7 ` M a 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3 260 3.250' �~P• U10ENgF'•, FIGURE 3: ANGLE SHEETS 2i-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ ND,58705 I CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, I - 1. *= BE USED 1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND � _ IN PAIRS. ^"•I •�� GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-MI WOOD SHALL 1 624" _6�4" � , STA E O •(per: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF D.56.ALUMINUM SHALL BE _� FIGURE 4: FIGURE 5: FIGURE6: 6063-TSANO BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND - i��y'•.'P[OR1OP,.•'�\'�•� j .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 32S X.624• 1.2E.X 3.25 X.824" d ® ANCHGRS IN70 h1GTAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION FOR MULLION FOR //T .. lvt T ttiltU i QI #10&#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S,S, FIELD.MULLED UNITS FACTORY-MULLED UNITS A.LYNN MILLER,P.E. FL P.E.#58705 O i I Mullion Length N c c m a a 5 - - - _ - 5 - _ `o In �w ®a'�a n U3 g a � 'y MOO,Cop-By z D a r; e o pbartry T � �w'�� T e _ o o Anchor Capedly =_ • Requbed Qbs) w n O P n. '° o No a MuDon CaPacdy m ® U Oboe) oEL g Anchor C.P.dy y a oto m m 9 m m Requeed Cba) _ Mulpcn Capacity `p R�` I 3 to I,oe F- a QDs1Rr) S 6 c e Meher CaPacdy u Yn' Reqvted QDs) e _ 5 htultien Capadty r 9 b7 3 Y o (IbaAP) m C m e o An hot Capaedy n C 9 $I °7 I nequired(Ibs) Ip,.a Capachy S fg&E8814 "' cm,, o e e Qam') vc Anther CaPcOy A`2 ® C $ m Required(ms) aN� yp� pp R N I&I-im CapaeLy y zMz 6 x tiLr� u a W o 0 ® Ygo �, o u, Mchor Cdpaedy Req&.d Cbs) Z m O b In r z TcvG) ® H 5p S n > o A m m S Anchor Capechy c 3 fA O z N J F o 9 m Z9 Y,• Regohed Qbs) R D 3 D D a ,W R_n 3 a u bind• CaPeuly r -o z o ' Aacher Cepacity j aaD mmGl„ mO� O� �B>I°D_ „IN m RaquRed(to,) ro "z m 7y N 2= r' Z w m I� r o m N' y I Q utb 1 Mm C.Pacdy a 3 m l P^n~N rT�il C C R C Z O m I j I u I o I o o I o o (Iheit�7 e 6 ea �- oTN�q'Anghgrcapec •2 M e �z�-]1 Z�'Z A Zm O S,9 uHR H 3 _ �I„• - Re dlbs) Z yy m l o a aunt ( ` n O y m m p m =:"'Z m w 'N 8e U I a N.uIGcn Cepacity , p x0 0;D A OO C` m 2 V A m T z l y z l z z T�I n � c ��M o o � Cole) r o ? u l m 0 z m S I0p rn C 3 D z O m r� 0 !n A I$, o ° _ Anchor Capacty __ A Z foil z m."fOl r N N r 5 m Z s c I f aZI Required Ob.) o=w c"m rpr, SN.,o z E A 'o_z__��o c N = �I ti a Mullion CePechy >v'P m m 'n m m mxxc O r0 0r r mW' X g lro.nP7 Cepad�lyN Z Raged Cba7mP mA � w Mamn cPpacty<zOn Nm0 > a ` vcZp0 ST mi= x2Z 3z:z W mqm2' =D t- cs' F. me c N Anchor Capacity m PNZC D mmy� r rZ l Hg�" SY a - Ragi.d Qbc; - m y O m T T� w m ZO z N L1 a gm 9 >? 8 m a Multien CaPai t '� m wmrmAO .071r� 1 1x u m e Pbsfrr) y u°v C m O D r O ml T O N rad' N Anehor CDp-IY 91 � (/A O S O o to Z C V m I a Requred Cbs) - e Pyy my!w D T N D`L- O Z yA q° '3 8 MulliP Capacty A=IONarn pZT .T P�nZ u ',J• ',m. u o ('�snt) f�Il�j fmn'n 0 0 w 0 y 0 _tt--wl� � E m - Anchv CapaviD r Dmo OOXmz0mRequired fhsI yDmx vm ,.N D Cz74d ee Q m ma-Capeeny�ZZ C P D2, O T �. 4 H 3 9 y �y'h a �Anchu CBPodiy B p O 0p Z o Q m p-m A N I w m m Required Ob.) m O C O O (0077 N N N T o N u I N m _ _ _ _ _ MuNon Capauly y - DmN0`2 -DjmZ D p raj B'0_�W� _ ',"� m o 0 o CbsttF) vap� r y mj Z Ancharcapeclly 5 Ti r x 0 N 0 m 2 D/ Requred(ms) r V m r w m z e Nix o gig Mupbn CapacdY, m In D D O�OOD OC p Z '-u, Nf� Qbeyfe) u G Z OD CD0 ODtn yy _ 2,D F D Z C D-m-( =O ,7 �_ e o Anchu Capauly m 5 O O 6 n Z D-0-_II x x �' V Required Qbs) m 'm�y Z V Z{O T(T b [DD7 I.aa � loi e o Vullisn CcPachy a s C yx �7xNto m A r O 51��-.II n 2�y r O Z C 3 s- x() Mchar Capacty ,�R r m Im 00 o A X v �' Recui-ed CbIn a) I <�I'll, P m o ll ll I y DQ,x mpmo-irmOo p a mac' mT m D m:2AOo $ m O� o Z��NffffIIIIZ�pm�Di k m Z N T C OT Z Tp U A00k z-Izm Z m0 • 1....r°J �O zm�TV C) A F Sg 2 Nm.'t07 GZ'!n 00 C m9Om�=�x < �rr-maw a 5 o0 z Z \` '6 Tf /. 3m zmd41 aL' WO,:^ J Z '•O� m c�C COPYRIGHT®2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED m�D:� m m m r v m m� IMPACT-RESISTANT ALUMINUM TUBE MULLIONS mDescrlPtbn: mCn•.• an 'r+:= N ;) �< 1.25 X 3.94 X.624 MULL SPECS V /i •,•yJ sm- S.I.: Drew"g No. Sheet C� �� w m'm m N/A NIA 6300JR 15 ot 25 1070 7ELWNDLDf DRNE "V N O T O prawn By: D.W. Checked By: Dale: Rer. N.VENICE,R 342 FFR11 jx�(( \\\�` o to R eROSOWSKI D�08/29/11 Rams a C (9d1)!80-1600 J RYOSOWSKI 06/19/17 NO CHANGES THIS SHEET. ceRr.Dra(mtnz9z9B y TABLE12A "--" Mullion Ca ac Table Ibslha Opening Width(for w Spann mUlions)or Opening Height(for RJdmMaty-sparWrg mullorts In 140 In 160In =�' o 10 in Bob sot. 100IS SO in 60 in I r Tra 4an ReelanBalar -,;Man-,. Re<tan9riar Try M-9- RCC,etiCdM Tr Loa ing c ^ IR Try rNn ReelM9ular Trapl7dan. Recian M p/nlan0• Rrcian0ular TaWTIpn9• Re4langaa L�Ng• wading U"n9 Loading Loadn9 Leading Loading Reatan9alar rapRiyn9- RaclargWar prt g 9 land Q Loading Loadrg inadn0 loading Loading - a ` ti 2x 4x.2S Laadr19 taadng Loading tc4ding Loadm n9 %^ �. 2 2> ? L• 1> 2• 2r ;z• U L• 27 Alum.Tube . x :� .� x y z r w z .,v .r '. �' • m G A ,$ x s sa"" a N �� a la 23 s O3 W32 h 52t d21n i?0.0 624 170.a 475 170.0 7u 170.0 478 170.P 868 170.0 170.0 442 TB 170.0 .D 5:9 770.0 itt6 174.0 521 124D tro,9 521 179A t488 174. 52i t709 1735 /70.0 521 7TQ,0 1487 7TD,D 52l d8N t'T0.0 ?98 1T0.9 52{ 17D.4 854 t70.0 581 170.0 902 179.0 630 t 177 1700 68l 170A 1275 +70,0 b)T 1ro.0 1H7 iro.0 680 170.0 17C0 1T9 D 170.P 198] 1T0.0 680 R40 2267 170.0 680 m m r7 m o o fA 50.8257n 170.0 747 170.0 563 170.0 8% 770.0 66,9 31 170.p 1048 1ro,0 6B4 170.0 119s 110.0 72] 1709 1345 1T0.9' T4T 179.0 ia9t 170.9 T58 770.0 1793 IT.9 756 7700 2092 170A 75G 570.0 2J91 17Q.0 T56 In 179.9 T9) 1T00 812 170.0 956 1?6.0 691 1709 1776 t'ea.0 756 77PA 1T7S t70.0 893 t709 tA34 i7D.0 837 1740 /544 lT0.0 856 17D.0 /913 iT0.0 861 I70.9 2231 Ii0.0 86t 170.0 2550 1T00 R61 co U1 80In 170A 885 t70.0 701 t'79.P iCe3 iro.0 74T 170.0 f2d0 ti9.0 878 1790 1417 iTP.O geld 170.0 1594 1T00 996 170.0 1777 170.0 1C17 17D.p 2125 170,0 1063 170.0 2179 170.0 1083 160.8 26a0 170,9 1963 tp ,3 In 17P.0 930 170.0 745 170.0 1116 170.0 850 179.0 1302 170.0 940 7740 1488 17Q.0 1015 170A 1673 1T8.6 1076 170.P 1859 t70.0 1122 tT0.0 223t 174.0 1169 t66.T 2552 t70.0 7tTi 746.4 2553 t7QD ti7T 66 in 170.0 93D 7T0,0 T89 iT0.0 itE9 iro.0 9ff1 t74.0 i366 170.9 SOQ2 t7D.9 155@ 570.0 iC86 i10.0 S75] 170.0 1155 /70.0 1948 170.0 12f0 /70,0 n338 170.0 12TS 151.817tl.0 128G IJ2.8 24J7 170.0 128G 2: Z U) m LU n(� C TZ in 17D.Q 1063 1T0.0 B7B 170.D 1275 i70.0 1009 170.0 1488 170.0 1126 170.D 1700 17P.0 1228 1700 1973 179.0 Y315 170.9 2125 1ro.0 138) 145.6 2184 170.9 1488 124.8 2184 170.0 1528 109.2 2/88 510.0 ii30 = dTi ° VZ '� 761n 179.0 7122 170.0 BJ7 170.0 7346 170.0 1080 170.0 75ro 1T0.0 12D9 t70.0 t781 170.0 1372 t6S.i /460 7TOA td2f f48.6 ig64 1T0.0 tS05 t138 1560 t6t.6 /548 196.1 i960 154,D 1535 92.4 19P0 162.7 1531 Z I•-139.E 1459zt95C9 306 d8.f 122 . tV a' ii:BN t03.S 971 105.E 8I7 86.3 47t 8R0 862 74.0 9T! 77.2 849 64. 1 68,4 BJ7 67.5 477 67.8 825 51.8 971 56.5 815 /11 -971 49.0 796 37.0 971 44.0 782 324 971 40.8 771 W X 111N 85.4 919 97.3 B7I 79.5 919 81.9 619 68.1 B19 79.9 806 59. 5J0 814 58.7 )8i a7.7 919 51.8 T74 39_7 959_ 44.8 T58 35.1 906 402 T42 29.8 919 37.2 7J2 , (1) U) 120 in 76.5 786 76.8 775 628 T8s fid.5 T05 63.9 T8G 55.8 645 {?.2 786 49-4 688 41.9 788 NA 677 37.7 786 d0.5 568 31.5 7% 74.0 65J 27.0 788 31.0 641 23.8 788 28.d 6J1 N 4' O O i44N 43-T 548 A42 5D4 76.4 5de 37.0 /98 3t.2 646 37.9 491 27.3 SW 28.2 /BS 2d.) 546 25.J d70 2+.8 5C8 229 676 182 5/8 te.5 d61 f5.6 516 tT2 455 f3.T 616 135 448 D.2 Zm�Q ANCHOR CAPACITY ADJUSTMENT FORMULA: a,m TAC3LE128 AnchorCa�acityTabie(1bB) n ANCHUHCAP. ,,,\_ANCHORCAP-a U��c a� v Hdiow G1tUy--_- Fice11CL!U PT Y7aod i, _Me1x (OP)X`MULLIQN CAP.f.,a $7;b5t@tE 2.7k CbnCltte 35k Caw. 5116•Elca vd^sS Eko 51G Fko v4•ss Eko 410 steel �123+r.71 m2 st�l USE THIS FORMULA TQ OBTAIN THE ANCHOR PRODUCT REVISED AncF.ar Type' ]+i6°Elra Unrxon ua•EIe0U9ra<o+ Urracon 3.'i6^ERDLltrsen va'ElcaUttra:on U4tOcrn Ar�tl*aa10r 5cn)u(G5)Setcv('S} 6emr(r'`') CAPACITY REQUIRED'CORRESPONDING TO AN as eomptyin9 with the Florida AnchorCllp PattWen 2a/r r s4re"J_2', o.as' Dsr D.3zr ACTUAL PRESSURE REQUIREMENT FOR THE NGA-Ng Code If-Ub30.01 EdDe D SW-Qt11: t' 2-v2- +• 2•tlr 3110 P' I4" 1" NQA-No. Fmceonmt pnY� 43M• 13id^ Isla'^ ..7.rx 2• t-l14" t•vr t-ur 1-vr Tara• tatr�- t t-ads" 7�Ir� vonas OPENING.WHEN R IS LOWER THAN THE MULLION CAPACITY FROM THE TABLE)OF THE SELECTED Expiration onto05/26i2021 2 nnrsan Na7s'tmn o.c./stammu orotaet cup 9`lg ts2) 3 Irob95 3�Ib4 sac os 74mas m tA2•s ms TNIA 5[o sn +ros 64'>'ta 3NrA' 9BD las BruA sae ms ew m %z°iNs MULLION.TWILL YIELD A MINIMUM ANCHOR A Arenas®2.f0"Mtn O.C./StanPy+a±orC%Dtt)C8P(f'19 4 8451Ds 1 7581b8 t9461os NIA LILTS LB NIA T9911a N/A WA N!A 1422I1r: t327Itli ibB3l05 CAPACITY WHICH MAY BE USED TO QUALIFY S Arcnors�7.7t•Mlll o.c./slammrt W msa*CRP iR4 } H41b5 i8�ir6 SS4i IDs s Sfom u;A 7691°s Tda I04 eva ats tear ros H12Ws B65lbs n�lm ADDITIONAL ANCHOR OPTIONS FROM THE Miami- Product control 4Arcta796'9'MN.O.C.;�lt9r5 AKg+e CfpsJ Ot4 S$ 780 ros I 1770 roy ttM lm 7029 ros T3aa lrs 284d Ws ,u • 9d6:M xui 1743 tDi 1S22ID5 t323 tus 2B.4fl i7>; 1tG2 tos 132T 7o7 ANCHOR CAPACITY TABLE. 6ArcWiSigl "41N OC.It212i5Ar0o011ps/fFl96i - _ - 9A(CI7079 ULfp,Into.l2BAn/m.¢i4 7) N7A WA N!A ILA NIA N/A ILA till WA N/A tUA WA Id A WA 7! 6Arc llw3@0.64'MIn.O.C.IULIip,I 10.12SAlun rig WA NIA tUq WA NrA N/A WA Ni37n 3. l ILA ittA 40I N 341 IDS tA 2 PIrM 71 WRO.D./Fb 111 (fl9g101 3d43ID9 525 3a 33797b5 i O7;itt 7 NIA NIA :453 ttr, NtA 3@91tY+ NtA 4 N!A WA 511 @9 665IL3 E40 kGS 3AMPW Q1 NOTE'FOR THE OFFSET CLSP•USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD C-IP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SI IEET 24. 2000' FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: • * • • • o • \ NY LYN,y • 1}SEE SHEET 1 FOR 17d51'RitCTiUNS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SCE SHEETS 2-4 FOR ; •C�` •• E LENS' GENERAL INSTALLATION METHODS. L1 •'•��t m 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- 4.000" No.58705 FIGURE '• ^ o �° • /' 3)MULI ION AND MULLION Ct IPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS GES HOLES T O 8E ATE HOLE IN • • • ® THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE +� O t- ---- LOCATIONS. ;ply'., sT TE o ��sh, F RM TO ACi 301 SPEGFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT %A�s'••'ICORtOP.." N ANGLE CLIP 4 SUSSTRA3 E0.CONCREIt SHALL CON O •••• ,. FIGURE 7: FIGURE 8: FIGURE 9: FIGURE la: {FIGURES 580) (CMU)SHALL CONFORM TO AS'I M G90.WQOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF HISS. 2"X 4•x.25'MULLION '��S�ONAL�c.\�� • i MUST BE USED ALUMINUM SHALL BE G053.75 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A hfINIM1JM GRADE 33 AND LE THICK Lyl((i{4 MILIL0,P.E. • • GAUGE).S'RUCTURAL STEEL TO DE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHAD,EXTEND AT i.F1tST 3 SCREW FL P.E.#58705 .�_ IN PAIRS, THREADS BEYONU THE MATERIAL.k10 8 k12 ANCHORS INTO WORD iv41Y BE STEEL,18-8 S.S.OR 410 S.S. - 1 ® N o ?g5 TABLE 13A Capae' Tablo Ibslft2 W$ < Widtl1(Tor wrtealty"spartm mu'hons)or Oponing Holght for h3r12orpailysparnoRm77liions) OpOning t2D m 1401n 9CIn too,. S 701n HtlM ar TtepfOfanq. RedangJer TraPlTdanp. Rectarqular TraPrtdang. by 50 Sn 6D in don Raciarreldar T1aptTda7p. ReCan0ldar ttaPrla eB• Rac>diW ' Iar Tra dan9• ReclanOWar 77a�t1a0 io�rA1 Leabrq Lwdin9 Lmdfn lrm rg Loadnq Lat�n9 LbadNp I,oed1779 Rectanqu8x 7tzp7Jdang, Raclan9utar TrzprT4an0, Fec�teand 9 tnadng Lcadln0 --_ = > �• a .b' - '" Loddm9 S. 2z 6X.25 Lpadln9 Loadnq Laadin0 z 2, z> '• a z 2^ _ �• 4 u"• '�^ ^ ao $ 'ffi S $� $ c AluM.Tubo a % �^ S• a o a a ro 3 a a 'c. y �o _ _ Mullion ° si ti s u F�• a.t= oa yy5 5 •b,a. s 5 O �� W "L" 2� �c d� '�io $� �s• d`a ��, d`c°r? � Z W _'� '> g m e>: ._ •5' 'S a =� �� fete t� erc i� a e o J v=i cdrc 2.. da T 42 in 174.0 B20 170.0 A75 170.9 764 170.0 478 1T0.0 868 5709 506 t10,0 9s2 f70.0 5t9 t79.9 1118 170.0 521 170.0 f240 170.0 521 170.0 1489 170.0 52f 774.0 1735 1T0.0 521 170.0 1983 170,0 52 r0 � �, _ 481n 170.0 )OB 110A 524 170.0 850 tt0.0 SH4 t70.0 992 i70.4 630 570.0 4133 t70.0 651 179.0 1275 170.0 87T 17tl.0 t41T 170.0 68D 170.0 1700 170.0 6'86 170.0 1983 170.0 88tl 1T9.D 22aJ S70A 680 AD m O W F 50.625 in 170.0 T47 f70.D � 570.0 956 174.0 697 i74.a 1118 t70.0 754 t70.p 1275 1790 etl3 170.0 1434 170,E 837 170.0 1594 170.0 B58 170.0 19Bi33 5T6.0 051 f7CA 22275 i 8A 861 170.0 2559 7740 885 54 in 170.0 7s7 170.0 S12 7 Oj Z 6tlb 170.0 885 170A 70i 170.0 fW3 170.tl 797 i7Q0 f240 f70.0 87H 170.9 tdrT t70.0 s4M1 I70.0 1594 1T0.0 9B8 170,0 1771 170.0 1073 170.0 2129 170p t063 178.0 247s t74.➢ t063 170.4 2833 170.D f963 Z m = Z N� U 631n iZOA 930 t7tl.0 Td5 i70.0 iitb 1T0.0 859 f70.D t302 f70.9 940 iTO.D 1488 1700 1015 170.tl 1673 170.0 1078 17tl.0 1859 170.0 7122 110.0 2231 170.0 ii69 174.0 2603 fTJ.9 tt71 l70-0 2975 tTO.D 11 � � W� � �bQ LU t 66 in 17D.0 97A iT0.0 789 l70.0 itb4 17QA 9tti 170A 5767 170.0 f002 170.0 7558 1'fu.0 1088 770.0 1T53 I70A 1155 170.0 1848 170.0 12t9 170.4 231H t70.0 t2J5 i700 2727 l70.0 7288 1Z0.0 3717 t74.0 72 � JQ 72in 176.0 t4b3. 176A 878 170A 1275 t79.0 7000 77RD Y480 t79.0 t126 170.0 1700 170.0 1278 170.0 1917 170.0 1315 170.0 2525 170.4 1367 770.0 2654 570.0 748H t79,0 2975 770,0 t529 174.0 3490 170.9 1530 Z F- Z '� 70 in 1T0.0 ti22 t70.0 93T 170.0 i148 t70.0 1680 1T4.0 15Tp tTtl.9 1209 1T0.0 1784 170.0 1322 170.E 2019 770,0 7421 170.0 ZZ43 170.0 75D5 170.8 "an92 t70.4 1829 770.A 3/40 tT0.0 1694 STO.D 7589 179.9 17 Z N 3 v Q v 03 co O¢O e 78;n l70.0 1151 170.4 967 l74.0 13H4 iT0.0 1416 170.0 t6lt 170.4 7250 170.0 1842 170.0 1369 170.0 2072 f70.0 1474 770.0 2302 tTOA l564 lT0.4 2783 f7Q.0 tT00 t70.D 3223 570.9 t777 f74.9 3883 170.D 17 N n o G 734 in 1T6.0 t328 lT0.3 1744 770.0 f594 170.4 1328 170.0 1859 170.0 749H 170.0 2125 17tl.0 1653 170.0 2397 170.0 1737 17D.0 2856 570A 1958 270.0 378H 170.0 21?5 156.➢ 3413 f70.0 2273 136.5 3413 7T0.0 23 N � x 937n t70.0 7dt7 t70A 1272 179A 1700 170.0 /434 .0 1983 1T0.0 ifi22 IT0.0 2207 t700 1791 STO.p 2550 170.0 1952 170.tl 2833 tTv^.Q 2055 l6R0 3t89 170-4 233H 137.1 3199 460.6 21T0 720.0 3790 156.1 212E Lu Y `1 B w {- 108in ST0.0 5591 S7Q.0 tA04 170.0 1913 770.9 tfi47 170.0 2231 170.0 1870 170.0 2550 170.0 2o7e,t64.B 2781 S70A 2271 1a8.3 2I81 161.8 2333 123.8 2187 t4D.4 2281 t05.9 2781 125.9 2234 92.7 2781 116.0 � 3 ce aoN tit in M1740 t63B 170.0 1454 l79.0 1986 170.0 1700 170.D 2293 170.0 1932 170.0 2821 170.0 2149,151.8 2632 id23 22d5 13H.8 2632 t48.4 2214 f13d 2832 129.4 2100 97.8 2632 115.1 2128 65.4 2672 1tl8.3 20 i2Q in i70A t7T/ 17R0 15% 170.0 21?5 170,0 iB59 t54.4 2252 199.9 t901 135.1 2252 111.4 198A 12C.t 2252 72T.2 593E tOe,i ?232 tid.f 1915 941 2252 90.8 1872 77,2 2252 Ea.9 1036 97.8 2252 01.4 18tl8 a m k�mom. ANCHOR CAPACITY ADJUSTMENT FORMULA: 1201, 125.1 1584 I'll 1445 104.3 11-5 106.f 1425 89.4 7563 913 1407 78.2 156A 88.7 1390 60.5 i85d 723 t373 626 5564 85.7 t35b 527 1566 56.0 7330 44.7 1554 492 1305 39.7 1584 44.4 12 o OP„ X t ANCHOR�AP=r= ANCHOR CAP.a, TABLE 138 AnehorCa aci Table tbs NdI1vaCMU FlBedCMU PTWood 4aa! (DP.) MULLION CAP. ,, PRODUCT REVISED 2 7k Cwrorale 3.5k Cpm. ;14 55 E1co 51te'Elcn N4'SS Eta #50 staet Ct2 Steel 872 37ee1 qq substrete: - 5f16'Ekb Building Code 3176-Elco UlUacan u3•Emc,Lnraron Ap Gaw LRt-.n AOBreGetar screw 105)Samw 7051 Sprow(cs) USE THIS FORMULA TO OBTAIN THE"ANCHOR asoornpi in9��the 830o01a A9Ct70t Typa- 3ttb'FScd Ulbaeon I14-Eico Ultraam ulyacmr 2• 3-4/B" Y o,4s' 0.5r o32a• ACTUAL PRESSURE REQUIREMENT H AN NOA-No. 7, 21n. ,• 2-1f2" 1�s 1yH" WAds ACTUAL PRESSURE REQUIREMENT FOR THE Anchor ClIp Patterns t. 2trr f 2-tl2' 3-ua• Faapiralion Date 05/2612021 Edge CAstarme 0^k 1-t/d" 1-174• 1.114' S-1fA• 1-itb" t•fld' 2" Emb<dmdnt 1nF i�/4' 1.374" 1-314" 1•s/3' 2" Nla 1363Ds l77D1bs 2201b5 MULLIONYWHIICHMALL BEMINIMUMS ANCHOR By 2 Anctross$-0 - 4 4.7S Min.O.C./97andald sr O�,sat CIIP SFlB•1821' 390 ms 39016s 45D Ibs 89D i[4 1W4)Ds 270 TS 2H07Ds 3&t 70S T491bs 37afbs 5b41bs 94E ISs 3411ba 44216s 5C016s OPENING,WHEN IT IS LOWERTH CAPACITY(FROM.THE OF THE 11001Fs t40015s i0701Ds L"95Ibs WA WA �d016s NIA t665 ti>r WA NtA A Ananors�4.08-MUL O.0/6teMzN(pT OfieO Clip trip.3): Tdtl{6s 780Its f)04 ihs t7841b5 32321asT 5a0!bs dE47hs 7QN/R 1750 Qs 74811Ds 7880 6hs iB921��s 68216s 86511bs 11201bs CAPACITY WHICH MAY 8E USED D�QUALIFY Miami- do P dstet Contto B Rncfiws t>41.71"Mai.O.:-)Stawa�d(orOifssi)Glip(F9.4, _ 4 Anehorb{j 3"MIn O.C.f(2)2M5 An01e Ctlps/(Pg..5k 780 Pss 7B01bs 6801lb t569 i6s ----Ibs f 32U las WA -15007b5 NtA N/A NtA 2045Ibs 2554 7Dz 33i018s ANCHOR CAPACITY TABLE. O Anchvs @ 3°lAln O.C.!W 2a5 Anala CGPs t(FlO'6): i58C tlrs :560Ins t3641h3 31TO Ibs 37921hs 100DAbs 12p Ibs N%q 15201Ga t4B6!hs 17601b9 37841be 13NIA s i NOA s 7430�210110a ADDITIONAL ANCHOR OPl"IONS FROM WA WA tUA `WA N/A NIA N/R N!A 2861 Ibs I--2.000"--I 12 Anchors®1.5'F5n O.C.t(2)275 Angk COP.1 FF19.7k 18541hs 2160Iba 1 NOA� 3718LOAIbs N A WA Nfn WA N/A NIA NlA R Anchors 7.34'MIn O.C.I U-l?IIP.lnto.125'Alum.(Fi9.BI: NIAA WA N7A WA WA WA 946Ihs 3di i5s 4a2 the E601Cs BAnchOre 0.64'MIn.O.C,I u�aiP,Info.72S"Alum.(F70.I. tuA NIA N)A 6021bs 8851bs 1720 Ibs .2$0" 2 Atm6fss� WA 470I6c WA 533Ibs WA A.bB`Min O,12 F-CAb.t9.70k{ 3901ha 3001bs 4SU Ibs 8901bs iB181bs 210 Ibs 2fl01bs 35a Ibs 7401bs 3i4 7bs 63 is 4 Anc8ora{�LTI°MIn O.CI F-CJIp lFb.17): 5991bs 7W Iba 50516s 12481bs NIA, TABLE NOTES: NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES:FIGURE STANDARD E 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON FIGURE 2: FIGURE 3: FIGURE d: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 77: ` � L...... l/7f, FIGURE': • e LOADING.SEE SHEETS 2.4 FOR GENERAL INSTAL.ATION METHODS. , � , • ` •ytCENgfi, t • • e 6.000" 'c ,� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS 15 ALLOWABLE. ({ P ' • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS No.58705- •� '•.�= • ,• • • • 21-23. HOLES TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON I _ + • SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q.- • ATE F� •tom-Z FIGURE 5: FIGURE 7: ANGLE �•�•,• FIGURE 5: e • e CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPEC)FICATIONS.HOLLOW AND E-TRE TEE j • + • • ` (FIGURES CONCRETE BLOCK UNIT(CMU}$HALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ':Ft ORtD,.•'•G\ • r 5-7} YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 8 GAUGE TRUCTUNRAL STEEL TOIMUM OF s E e e • I • ` • MUST BE THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK( E)• 2,X 6"X 25" A.tfYOVN�Q{L7hEF(t P,E• o USED IN BE AT LEAST•125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW MULLION FL P.E.#58705 • • a + • • PAIRS. THREADS BEYOND THE MATERIAL#10&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A �yw S a 2 W tlq G TABLE 14A - Mulilon Ca alit Table 16slita _ Opening Width(JOr 4ertmIly-500i'l--9 mWllom)or Opening"eight(for hodwrtalty-sparri rig muion,I)2@m 140In VID In W In 90 In t00 in 1x 701n TradTrialg. RacJangWar Ttap7rktng. Recrnn9War Trap'idan@. Rectangnar Tmp771ieng qi'= � 50 to 9a i" Rerxatgalar Itadaq Loadln0 Loarllng L.oadillg Loafing � 7rd Trig ReetanWlar 1rap7Tdanq Rectulyulal Ttaprldanp RecJanBWar TrapTnang. Rectangular W n9. ti 2 taading Long n9 Loath "ad�r!9 Recta9pular TnC7T1ian9- Lumling La2dln9 1paaiig7 Loading _ Lq°ding IAacc@ Loading a o aL i.26"x2.1t" _ 8� Pam$ F" °L F• E 8 _' L C G.y 3 K c fir 1� E�• "Q K° t4'ay a Ry p� 526 134.1 411 61.5 52fi 134.t 4i7 49.t 26 z �Y � S rt �� d¢H`• f o d`d �c � � 5 t34.t 4t4 VY ^t t7) 13a.1 411 721 526 ta41 41i .7 _ }- 42in 144.Z 526 167,0 d2@ i20.2 526 748,9 419 103.0 520 t389 4^4 90.t 526 134.6 bit @n.t 526 _ W 7 457 302 64,8 2B4 412 362 6&e ZB3 34.3 362 63.5 283 75.4 367 63.5 28's 25.7 3S2 835 2H3 � � � � J 401n 96.6 403 108.3 333 80.5 dO:J 94.7 325 69.0 403 36.a 32o fi0.4 d0.3 @7.4 377 53,7 a03 79.1 15 463 403 &@ 374 40.3 403 70.6 314 34.5 403 78.E 3t4 34.2 d83 7C6 50.625 in H2.3 3C1 91.E �' 60,8 362 79.3 29a 5&8 362 T1.9 289 St.5 -362 6.2 2H6 a F U 545 61.$ 31H 74.1 26T 56.5 3'B 64.2 281 4H.5 378 Si.7 256 424 310 535 293 37.7 318 60,@ 250 33.9 379 a9.6 249 2H3 31H bgi 248 24.2 31$ A3.t 240 21.2 370 49.t 24@ 4 W Z l 260 34.9 204 20.7 256 33,4 203 20.6 25B 32.2 23i 17.7 250 32.2 201 15.5 2tiB 32.2 201 Z lnz m Z }',� i6S6f iinn, 4327.72 223t43 A359..6 22083 3351..60 2231d3 3393..17 2t1917459 332506..355 222531$43 A2O9,,.T9 Z1ta09 31tl7,.99 11570H 327O.2.3 2!047T 2�T5gB tT9 2i5$.T7 1t74o5 78.8 2t3200 718654 1175..85 234 26..6 t@3 73.3 ' 4 23A _2_6.5 103 73A 334 ?6.5 (d 4 tea I f � } 72 in 2$.6 773 30-1 1565 23.9 t79 25.8 152 2D.4 ¢ rLJ i 76!n 24.3 161 2S4 140 20,3 10Y 216 137 17.4 761 19.0 735 t5.2 tE1 17.b t33 z Z Y d N t ANCHOR CAPACITY ADJUSTMENT FORMULA: n1n 225 152 23.5 133 ieB 152 19.9 13t 16.1 152 17.6 t2B ANCHOR CAP..„u+,...CMU AT we 0. U) Mcta (DP.) MUL {� ANCHOR CAP-„,> no � r o' TABLE 14B Anchor C apactty Tab1a pba Fllreo e LIO CAP. „„,,,.,"� 3.5k Core. Holbw CMU s 2.7k Cmcrc[e - - t/a^ss Etco Wi6'Eko 114'SS Eko #10 stest ail Stcei A'12 steel USE THIS FORMULA TO OBTAIN THE^ANChIOR ® X 1 _ 5/Y6'E'ko 3/16-Elco Ullracon 114'Elco Ultmcen � ,�la Ultmem AgYeG."1or Screw(G5)5crev(GS) scrxw(G6) V N 4 O AnShaTYpe 3rt6^Ei:oLalraem tt4'E!eavaaem ux-m @�. @y1. 3. ,p ACTUAL PRESSURE EREQUIREMENTFOG HE i a12" 2^ 3•va^ z ACTUAL PRESSURE REQUIREMENT FOR THE Anchor Clip Pattams �Ytz t --212" Y° 1-NB• tag@' mias OPENING,WHEN IT IS LOWERTHAN THEMULUON ems`- Oto to j Eoaa t}Istance(ir,X P t^ 2Ar2 3VC' i EmodYnolJ(InX 1314" t-31d' 7J'4' 1-3/4" T 11/4' 1-7/4' 7-i li' 1-V4' t-i7d" t-tt4' 2` :soiln r4rA lmuu ldBlro e9olos tmziOs fi&210a Hs59fi tII�Ila C.APACI7Y{FROMTHETABLE)OFTHESELECTED � �o O 1 7s3its npins 6eo its taY'a ros t1196 ros sw 1>s MULLION.IT WILL YIELD A MINIMUM ANCHOR o - � 1 4 A1Kmra Q3•MIn.O.47(2}2x5Argi6Olps l(FI9. 1• CAPACITY WHICH MAY BE USED TO QUALIFY @��'-' ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 1 ANCHOR CAPACITY TABLE. as complying with the Florida Building Code 17-0630.01 1 NOA-No. Expiration Date e0 512012021 By Miami-Dinj Protlaci Control TABLE NOTES: FOR h 1.266"� ISHEETS E &4 OR GENERAL 110NS7ACN USING THE LLATION METHODS. AND SHEET 25 FOR INFORMATION ON LOADIN J i 2)LINEAR INTERPOLATION BETEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. W FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 25-23. JELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.1�" HOLES TO BE DRILLED IN THE P ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,126" y�,•arty..L lvn 4 f ANGLE CLIEC P MUST BE USED IN PAIRS- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 S-90,WOOD SHALL .HOLLOW AND E-TRE-FILLED . ��,.,••1„10EN$5' l�fi l 1 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED OF.1 �. 3 YELLOW SOUTHERN PINE W ITH AN SG OF 0.55.ALUMINUM SHALL BE 6D63-T5 AND BE A MINIMUM OF.t25" No.58705 '; = THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.(IN X G T FIN M MULLION _ LEAST.125'THICK AMC)A38.ALL ANCFIORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION} 1� THE MATERIAL.010&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. -0 rAi'E PP f'///'/0 VAL r A.L`JNNM11I.iER,P.E. j FL P.E.#58705 1 . a u TABLE15A n e Mullion Capacity Table IbsRtt � c Opening Width(tor+rediralty-spenrnrg md1ions)or opening Hoight(tor horizontally-sparxlirg mklticns) 16D o tWA 12oin 1401. A , m 60 TO In a0 in 901n SS SO In TtaoMa Rectangular 7rapfTdano. R<canONar TrapTdmt9. Reetanpdar ThpRAang. 9��- Roctmguier TraNTOang. RaelangDar TtaptTNartg Raelan9dar Trap+TAanO. Racfan�iar TmptTdoag R<etart¢11az TraPTdang. Rectangalar n9- Loadng Loadn9 Loadrt4 L<adn9 Loadrg tsadrq LOadrg Laedrrg Loafing Laadrs9 lnadn9 3.26"30 Loading Loafing Loadn9 Loading Laadn9 Loading LOadnD _m r y a a > r a a r x^ r> a DEG.AL r a� m k x_ 73 m� W ?_ a m tt ggg g as >e v� m� e� cg3 8 � � BAYMULL <ia g 0 8 '+. a iog (3 d$ u ci 1`g u� t �a r g o8' S� o §� as 8 c $ a'1� W 5 Ad 6F "e €•' 5 o� $ a S ''ggj�t Sa `cay-ygqb�x� � � s dhz i dJa �� dFrc arc w. O y g 2 Kc GK 2B d aQ 2 6 l.lt d9 s$ rca d`oic, d`a E+a d`z w J f73 a J 42A 1To.0 8� f70.0 435 170.0 744 170.0 478 170.0 B6B 170.0 506 170.0 992 170.0 $19 170.0 7716 t70.0 521 170.0 1240 770.0 521 170.0 14H0 170.0 527 1To,0 1735 17tl.0 621 114.1 1522 74.0 �c _ 4H In 170.0 TOB iTvv fi24 170.0 85D 170.0 561 170.p 992 770.0 630 1TO.0 1133 170,0 6G1 174A 1275 t74.0 677 i70.o W7 170.o 660 152.2 1522 TTOA 680 f36.5 t522 iTO.¢ 680 tta.2 1522 iTCA H80 O rj � O U) 56.5251n 1700 T47 l76.0 563 170.D 8% tb.0 67i f70A 5046 7T0.0 684 17oo 1195 170.0 723 170.D 1345 170.0 747 764.2 1443 f70.tl 756 t%.4 1643 170.0 756 117.3 1d43 170.D 756 1026 1443 170.0 T% PS W Lij 54 to 170.0 797 /7 9.0 612 7T0.0 956 '70.o 697 170.q i1t6 170.0 75d 17e0 1275 170.0 807 160.4E 170.0 837 id4.3 7357 170.0 856 12D.3 1J63 170,0 %i 103.1 t353 170.0 861 40.2 1353 1T0.6 881 K � � � Z 60A 170.0 8f15 174.0 701 1TD.D 1067 170.0 797 ifi7.0 1218 i70.0 678 f45.t t218 iTOA 94J /24.9 /59.5 93b tt6.9 5278 t52.M1 92J 97.A 1215 t46.7 913 83.5 /2te i4G.t 913 T3.1 1218 M6.1 9/3 W S { b3 in 17d,0 43¢ t70.0 T45 179.0 1118 iTo.O 860 150.2 7150 158.8 933 131.4 7150 153.4 4i4 1168 1750 Ut.9 B98 f05.7 1150 134.2 885 87A 1150 126.7 877 75.7 1150 126.2 B70 65.7 1150 1281 870 � � J� � �Q ,a 66A 170.0 97J 170.0 709 152.4 1048 165.8 881 730.6 1048 7d6.fi 864 1t4.3 1048 133.1 B50 107.6 1048 12J.4 839 01.4 1418 118.6 830 76.2 10a8 iD9.d tT2t 65.3 1048 t08.2 818 57.t ldd8 /08.2 818A U #0 c 721n 140.8 880 147.9 764 11T.4 880 126.0 748 t00.6 880 /10.e 73J 88.0 880 100.a 722 78.2 880 92.0 7i2 70.4 880 862 7D3 56.7 88g 79.2 693 50.3 %P 76.5 886 b4.0 080 76.4 698 Q < h- J ~ } r 78§+ 719.T Ted 125.i fi90 99.8 7S0 108.4 ST6 85.5 T94 93.3 563 74.8 790 $1.9 052 6"a.s 790 76.9 643 59.9 790 71.7 635 49.9 79O 63.1 624 42,0 790 62.f 619 37.4 750 61.5 617 Z ¢ Q N 7 C" 78 A 110.8 750 115.5 657 92J 750 98.1 fi44 79.7 750 85.9 632 W.2 760 77.1 621 61.5 T50 70.6 612 55.4 760 85,7 605 45.2 7W 59.4 594 39A 759- 56.2 5H8 34.6 750 65.5 yy Q LU ..O O 90 in 721 563 7L4 500 60.1 563 629 44t 51.5 563 54.8 483 49,1 50 48-9 d75 40.1 567 4J.4 466 36.t 563 40.9 462 30.3 583 3co 6.2 452 25.8 fa3 33.3 445 22.5 595 31.H 442 r- 98in 59.4 4% 61.1 443 49.5 A95 51.5 435 42.4 495 44.8 427 77.7 4% 39.9 421 33.0 495 38.1 415 29.7 495� 332 449 24,B 49S 2SA 400 21.2 497 28.6 394 18.8 495 23.0 390 N W Y Y fOB In A7.7 '381 42.6 353 74.8 797 35.0 348 29.8 391 31.1 342 26.1 391 V 337 23.z 397 2b.9 333 20.9 391 228 328 f7.4 39t t9.7 321 14,4 341 17.6 3t5 O 7 111 A 35.4 370 392 335 33A 370 33.0 330 27.5 370 28b 325 2d.4 37C 25.3 320 21.4 3T0 22.8 318 f9.2 3T0 20.9 312 16.0 370 18.1 305 M Z D O 1201rt 34./ 317 30.9 289 25.3 117 26.0 284 21.7 317 22.5 280 19.0 31T 109 276 tfi.9 317 17,9 Z7-a _ K D_o m�s:Q 1441n t7.6 220 17.8 A3 o .. �ma ANCHOR CAPACITY ADJUSTMENT FORMULA: U ti o &'"� TABLE 15B Anchor Ca aol Table Ib9 DP°)X\ANCHOR CAP.°,„,-) ANCHOR CAP_ Hdlawc4Mu FAIedCMU PTWOed Ma1aI ( \ 1 PRODUCT REVISED Suasiratc 2.Tx Concceta 3.Sk C-. MULLION CAP.,,,",,,,,, as complying Wifh the Florida S16'Eko ilA"SB ECo Sfi6'E1ca tt4'BS Etc< mosteei u125teet 01251ed USE THIS FORMULA TO OBTAIN THE"ANCHOR Bullding Codo Anchor Type: 3r16'EI40 Ullmann 1/4'Elco Uttracm U11lacon 3/i6'Elco UI9acOn 1/4'Eko Ultracan ApOreGator Ultracen Ao0m0Ator 9amw(G5)6clew(GSI Screw(GS) 7-0630.07 Anchor Ciip Patierns - 2-xr2' z• 3.tta- 2' 4.4B' 454- _ d.324' CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. Ed 0lstence DnY t' za2' r 2.1/Y 3-ifB' 1° 24/2' r "-- ACTUAL PRESSURE REQUIREMENT FOR THE Expiration Dato OS/26l2021 Embedment M)• i-374' 1�V4' 1-/4' 2' -1-ir4" 1-1/4' 1-I/4' i-174" 1-0N• 1-t/4" 2" t-9t8" f-0/H" t- OPENING.WHEN IT IS LOWER THAN THE MULLION CAPACITY FROM THE TABLE)OF THE SELECTED -� 2 !kg O.C./Ctl b5 An ID CIIp9((FlD.1Y 390 ms 3S0 Ns 45o Aa 890 Rs 7700 ks 270 ins 264 ins 354 Ws 740 bs 3T4 ins 720 tas 9J6ISa 6821Ca L 4421ixi MULLION.IT WILL YIELD A MINIMUM ANCHOR Miamt-D a Product Control 4 Arehn .5' 2a5 An97e Clips((Fig.21' 7SO Ibs 780Ine 790 ins 16701as 2526®s 510 L6S 584 ins NIA 11201as 74H Ibs e6o lbs te92 ins 6B2 Ins ees iM f 12D ins CAPACITY WHICH MAY BE USED TO QUALIFY gY 6An<aars�2.71°hOn.O.C.7(2)2x5 Ang� Pa 11F1g3T t120iM t1201as s`A ins 2246Ins 2z54:ns htA 840'bs NtA t05g i1rs WA t320 flss t4fA I0221as 1327 ins 168o Iba ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1: TABLE NOTES: 1}SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. tl itt utuh/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE. 125° FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT IONS SHOWN ON SHEETS 1-23. l'S��N 10EN1914. rC�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30°- Q;'• • ® ° • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56705 '- 3.250° '. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ` FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLBEPRESSURE-TREATED r'W, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 3Q=SAY O,�'•- STATE Ol� (�` • • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A25"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXPEND AT LEAST 3 SCREWTHREADS BEYOND MULLION ��s'-•:RORIDP.•'G\�: • ® THE MATERIAL.#10&412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ` J -t..... ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ,7A/LQISNIRA 10 P.E. FL P.E.#587M y Mull Length D C e, D UP {rnm W y m g - - - - - - °� 8 '; - A c Y m In z s D O ° G) • O O (� n o. rAulum Capaclry a In ZC A m d v N N Qhsl r2) r g s m m ° m H e a o w N i x Anchor Capacity m`2 Required(ibs) T O O O - O fe'P m o a o MuWm CaPaeity C 53 A o o pss/e2) s Anchor Capadty > ' Required(Ibs)• �9 � o m a v `p Muitbn CapadN OWft2) $a 3 c Anchor Ca I &� m Requires(Ihs) R c Mullion capacity °I _ _ y c o An Ca 9 Required(Ihe)'N m' _ Madion Capacity P Anchor Capacity m x m Z & m $ 1 o Si 19 m Required(lbs) 3 S O w ANC Z w m m - Wrier Capacity n, in�F in z ai- p, quip Ob.-) E a m in N-I 1� A m S p w Zr 'm i. iu :r o 0002 m z to m m Anchor capacity s 3' r e m-I O m DZ N-t rn �,°' _ I''" r'i. rya S.e' m Ra ired ba m m rembermrr, �co A vim w P ) C m O N v T m0 Mullion Capacity m wDNzc8 omr A� ,r�� Ohsltt2) 5 rs z�i z m°o D'` 8 v °) s d g - _ AneherCapaclty g N w W m n m z z Z mz s Required fibs) zm m O m p�p y C y O m r m 's a « o $ Mullion Capacity a �' rr>-Z y=D mN _0 z c v l•' u m -��i o Ohd g� e ti z z D F N m w m >s a _ Anchor Capacity 13' . Z 2 C LN7 r 0 O O Z 'I O w u, o '� °`I ° 'y' - Required(rap) n {O� OO x0`< 3 rrZ moN m - - O`L N O O Z T rr-; C y C A S R> 21 M u0ion CeDadN n B 3 p D A r N i m m 'yo • v o o O n?) o O A� 2 Z z m Z 6-, u ' - Z Aodior Capacity r'e 1 - OOw 00O 3-1 N S &Im $ o 9 AS: &IN Re d bs R m ° o qube O ) DwD� O rpm ' o r>Y? c na "� u 1 m Mullion Capaclh ' v Q m�ozr➢i,w �ZN N in ol0 6bvrtz) 6� m=A o i m u,m v c, o Archer Capacity pa u u Or -4 �9'. Z Z m A o p e ti m m a Repo ed(�) m o -rm-rtrtII x rmi N O O g R d e k >� ��'' )F Mahon Capacity 5 X n r r A r�r m m y n N c, (Iba/rt2) - b'fifnn m O �)( Z m m n.a y y - j i q ~ Anchor capactN o N p m o C- A O N D U n ', i 'd' m $ Required(Ibs) R wxx o 0-4GDCi�Ni D Z. p Mullion Capacity a g p rbn"'zmo rZn� 1 fn t7 m E Co Z g - AnchwCupadty o ^d to N m-u 0 O O y n m ° m (v S ?n o Required(9.) O A➢N D Z m m S' % I R Mu•Lon Capacity 0 b { Km A Z N m O m _ pp - Anchor Capacity %C 3�OC m m m -O ° $' S' $ 9 ri li Required Obs) R y Z q N Y j m r _ �+ y (u 'u Muilian CapadN a m F m o a m 9 N pb a!U) mO N m N C v y a Anther CapadN KO m C (il cJ G) 1r u ZD C-I a S 4, -, Munion CapadN N Cbrdfr2) e Ard rCapadN a RaWl.d Ob.) m _ Mullion Cepedty a 3 W N Ob1112) F N Anchor Capacity m o' D D o K o o➢o e o z Required Qhs) ZCDCD V(]DU) c N O❑'DD m v m-1 v m V X Mullion cepacNy m; C:➢ZCD� u li m e > o Fj O C n O n z P n 2 X A a mm -r �$ u ;y,� (IbsIA2) Z{ D~S-1 Immi A A C C £ S' �' 2K N `8 9 i1 RagNred Ob.) CapacityAnchnr k• v x m a S 0 =m Z Z c p c o o " a Maroon Capacity s i �'o3{'f�mm5zp� Obvft2) �'� i m'�'rm-m Co m ji yCy C ➢ & ivy, Archer Ca acl 2 1 mOO m y D S p Op 00 V C `'� Required(16s)N c rD m� -ii mO mz— 2g]i,Z m o\ C m 2 O= ly '1 O O 3�YL Z z �O m,To O y m�=Prwo0' °0 c moo m r ➢ D vz Z z \\\\1111I 1J/y// �+•.m �r° C m'w'O l T .91. =53C �C-2 '•y0 ° n n COPYRIGHT®2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED �a�;o a o :� u° ao� Tnm: !p'3D rp m m r o 8 E A IMPACT-RESISTANT ALUMINUM TUBE MULLIONS ff . a p v •m oasrlpuaa In (A c �S 45 DEGREE BAY MULL SPECS O_ N men senor, S.I. Dr "' o.h sheet. / 1 °a N o ^a N/A N/A 6300JR 20°7 25 7070)ECNNDtDCrDRNE m / 'y .• p D Omwn 6y. Dalo: Checked By. Data: Rev: N.KNICE rL J4275 ///FFRr)I t��\•` a s d R ROSOWSKI Dar08/29/11 RavLabM1 C' (940480-1600 J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERr.of AtxH. 2Bzss r >'n 126' a 25'2.750" 2.i50" .525' 3.125" .126" 3.158'.125 [11 25" I' * 25° u0 2.000" 2.000" L }-.265" 2. "� 5' 5- '1 a .500" I 125" 0 �, f LU ( ( I �3 _j in 1"X 2'X.125'MULLION PX2"X.375"MULLION VX2.75"X.375'MULLION 1"X2.75"X.650'MULLION ,'X312SX.5"MULLION 125"X 3.188"X265'MULLION 126"X 2.11"X.125'MULLION a 6063-T6 ALUM, 6063-T6 ALUM. 6063-T6 ALUM. W63-T6 ALUM. 6463-T6 ALUM. 6063T6ALUM- 6063-TS ALUM. 2 ¢ cr o M XSECTION X-SECTION XSECTION XSECTION XSECTION X-SECTION XSECTtON (0 LU CO o Z rn m Cn '("'((--.125" )-•-.,25" -.a ti-.--.,25" 1- O (0 0 TABLE A y zi z o z STANDARD CLIP I 2XS ANGLE CLIP 6063-TE ALUM. 6063-T6ALUM. Dimension Value(ln) For Mulllon: W Qx 2.000" I 2126" -�- IQ - X-SECTION U-CLJP 2AG0^ X-SECTION A 1.625 � � 1 0. eZ I 6063-TS ALUM. .125" 8 2.654 1'X2'X.125" Q J tY -.125' X-SECTION Aluminum z Z V Q zz zz 5 C 0.740 Tube Mullion Q Z Z `-� `' 1 D 0.740 i ¢�' "o Mp ¢ J.740^f-- $_a A 1.125 n tp Z B 2.404 1"X2'X.375" cov O Y - 5.500" Aluminum p 3.125'-�-{ CUT HERE 70 .375° r--, 5.000, C 0.490 Tube Mullion .375"--i I-� CREATE F-CLIP,SEE MIN. I ,376 MIN. D 0.49D Ct Q it CL z IJ a MIN. I r-DETAIL F,SHEET 4 .338"MIN. A 1.875 > o Q r-------� r-----`-� ----------------------' B 3.000 1'X275"°X i i i i I f A A i U-CLIP A F-__.._- -..._�aAluminum L767_ -----_1 L___.____J 6063T6 ALUM. �_ __________________._1 .375 5 ANGLE TOPVIEW 2X63-T6AUM, C 1.118 Tube Mullion PRODUCT REVISED 6063-TS ALU M. D 1.118 TOPVIEW as complyying with the Florida r6 5'rMDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1"X2.75"X puilding Cotle 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.18 FORTHE NOA-No. '17-0630.01 CENTER OF ANCHOR HOLE MUST LIE TOPViEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B $-IMIO ,650° WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER*Ill a. C 0,476 Aluminum Expiration Date 05J2612021 SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D O.R36 TUbe Mullion py DIAMETER:ANCHOR DIAMETER-IIM'. SHEETS 5.17 FOR THE Miam'ba l Product Confrat - A 2.000 ANCtIORO.C. TABLES DISTANCE.MAXIMUM PGT Part# B 2 637 5.500" 1"x 3.125"X ANCHOR HOLE Mull Dimension(sheet#) C 0.863 ,500'Alum .375" DAMETER:ANCHOR Mulllon Sid.Clip DitsetClip U-Clip Angle Clip Tuba MUII .375" ^� MIN. DIAMETER+tl16'. --- - --- D 1.137 tvtiN. V X 2"X.125'(5) 66605 1 666113M 6661 t 18M 666243M 666511 M A 2.625 _ --------------------- 1"X2"X.375"(6) 666006 665114M 6561119M 666244M 666512M B 3262 1.25'X3.188" I i t 1"X2.75"X.375"{7} 66607 6fi6115M 666it20M 666245M 666513M C Q X.265"Alum862 Tube Mull B 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M D 1.762 \\11 I ---!---, D 1.zs'xz.tt"x .�` NV LYN 1"X 3.125"X.500"(9) 66637M 6fi61116M 6661114M 666242M 666515M A 1.813 �� ''`�'" "N'yi t i I .121'Alum `Sy"t'•.. .ocG`NSR i I I 1.25"X3.188"X.265'(12) 65641M 5661117M 6661113M 666241M 666516M Tube Mull ------ --- --J 1.25'X2.11"X.125"(18) 69370 N/A NIA N/A 666517M v N0.58705 C C OFFSET CLIP NOTES: 6063-TGALUMt. -125' I TOPVIEVJ '! rF!7" 40, - 1)HOLES TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, ;,� '�• ATE O (V Q 2)SEE SHEETS 5.9.12&1 B FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ��,`'jj'� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A'FL�PNE: �Z, E. e 1.000" 1.000" �-- 1. {� N I 74D" .062' I {-� 125' .062„ �^ o .438" 4.011. •125"STANDARD CLIP oY cwi 4.000" 2.000" 6063-76 ALUM. 2.125 L-5��N.lE CLIP ^ 4.000" 2.625" 2.0('.0" LL U CLIP X-SECTION ALUM. u7 .125" 1 I 6063-T6 ALUM. ION ,125" 04 .125" X-SECTION - U .125° U) H- .031'I r- .125"T O T W CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J U .125 .155° DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE rn .375" .375° ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR , _ HOLE DIAMETER:ANCHOR DIAMETER 1/16% m U) O o F- 1"X 4'X.125. 1"X 4"X.375 1"X 4'X.375" 5,500" __ MULLION MULLION 'T'-MULUON CUT HERE TO 375„ 5.000" 3,5" F=- 0 � LU 8083T6 ALUM. 6063•TB ALUM. 6083-76 ALUM. 375• 3.125"---j_CREATE F-CLIP,SEE MIN. v X-SECTION X-SECTION X-SECTION MIN I DETAIL F,SHEET4 Z 1-- ,100^ " .250� .375" ijii II FZ JULOU sAG r_______, -------- CENTER OF ------------1 .375" .;_ g'@ 1.594' ANCHOR HOLE MIN. 01 z mo°i rn 1a0o; WOZvsaso MUST LIE WITHIN J THE DASH ¢ EEBOUNDARY.S SHEETS 10.17 Z 4 FOR THE -_-___-_I Z 2.875" Z'ANCHOR O.C. U) Q �o dO DISTANC OZ MAXIMUM W 039 3.250" Uf`.100" 3.250" II MIMOROL I I 0 JTR: E DIA L ------ ANCHOR L__-___-____----------J Q O.100 DIAMETER+1/i6". U � Z � 0 O.e .100" ,624" 2XS ANGLE CLIP 3'Os0 24' 11 STANDARD CLIP U-CLIP 6063-T6 ALUM. H c W- .820" `J' 82T 6063-T6 ALUM. 6063-T6 ALUM. TOPVIEW o in rs�rc� F'-1.250" CENTER OF ANCHORHOLE MUST LIE TOPVIEW TOPVIEW 1.250" ---1 .820' 1-- .-WITHIN THEDASHED BOUNDARY.SEE PRODUCT REVISED 1.25"X 3.2S'X.100'- 125"X 3.25"X.624" 1.25°X 3.94'X.824" SHEETS 10.17 FOR THE ANCHOR 0 C. TABLE C TABLE C,CONT, as complying with the Florida MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Building Code MULLION DIAMETER:ANCHOR DIAMETER+LE Dimension Value(In) For Mullion: Dimension Value(in) For Mullion: 6005-T5 ALUM. 600 SECALUM. 6005-T5 ALUM. F 3.687 1"X4"X F 1.938 1.25"X 3.25" NOA-No. 17-0630.01 X-SECTION X-SECTION X-SECTION G 1.000 .125" G 0.500 X.624° Expiration Date 05126/2021 H 2.680 Aluminum H 1.438 Aluminum 1 3.000 Tube Mullion 1 3.250 Tube Mullion By �2 1 .125 \ 125° MIN. -375' F 3.187 1"X4"X F 2fi25 1.25'X 3.94" w Miami Dade ro uct Control -•-I 125 1.87T' I MIN.~~~III r'-- G 0.757 .375" G 1.125 X.624" 1.377° U) H 2.430 Aluminum H 1.500 Aluminum w j 1 3.000 Tube&"T' 1 3.250 Tube Mullion I I I F 2.250 1.25'X3.25" F 2.813 30•Ba Mull l i i I G 0.750 X.100" F 2.875 45'BayMull .125' I I I H 1,500 Aluminum .12� 45° 2.250" I I I I I 3.250 Tuba Mugian 30" I I I TABLED ej 1111111 I111!! 3.250"q5°BAY MULLION 3.250' 1 I I I 6063-T6 ALUM. I `______ I I I_- -_-� Mull Dimension PGT Partq �D 30°BAY MULLION --� '- N ` X, °rJ 6063-T6 ALUM. I X-SECTION (sheet 4) Mullion Std.Clip Offset Clip U-Clip Angle Clip o P�1, L-IGEN,gF •,�� X-SECTION I I 1'X4°X.125°(10) 69364 INIA IN11A 668241M fi6651BM Z •'.� i G OFFSET CLIP N0,58705 r { .125' 6063-TB ALUM. 1°X4"X.375'(11) 66610 686242M 666519M .226"J �.981°-1 TOPVIEW 1'X4"X.375'"T"(11) 66653 666242M 666519M a - .228" ---.981"--� .740„- NOTES: 1.25'X3.25°X.100°(13) 20160(20312 6662410M 6665115M �'- 1.25"X3,25'X.624"(14) 20161/20316 6662411M 06CSI16M Q ST TE O (;'• ^ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - 1.25°X3.94'X.624"(15) 20162 666241M 888517M le- i�s '•F<ORIOP.. �``�\ 2)SEE SHEETS 10,11,13-15.19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Ucgree(19) 65649 WA 8685110M K �771s/ANAL 45 Degree(20) 65650 WA 6665111M y !!!I1 11111 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. o. A.LYNN MILLER,P.E. Lei FL P.E.#58705 E ' 1 i TABLE E ^ r Mull Dim�nv(on PGT Part ®>� shee C e ( Mullion Std.Clip U-Clip An01e Clip '-'�r•125° -i�--•.125' --�r-,12s• 2� g LL 6) 66602 666261 M 666271 M 6665112M � 0 STANDARD CLIP I U-CLIPL ANGLE CUP o 2"X 6"X.25"(17) 66604 666262M 666272M 6665113M 6063-T6 ALUM. 6063-T6 ALUM. 3-TG ALUM. E 2.11W. X-SECTION 2.125' I X-SECTION 2.000" SECTION NOTES: I I u7 .12� 125" .125" y+o U 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L -I- O yN Ud T to 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE �1 490'--I I w O 2 HOLE LOCATIONS. 1.490°-{ w -t 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500'--- N 5 C0 Lr DUTHERETO 375' m Ill U O - -3.500"- --{ CREATE F-CLIP, S.000' 2.000° .. I_ .375' .375° MIN. � z M W .375"__ _ SEE DETAIL F. MIN. r SHEET4 MIN. j < O o W r-------- ---�-- ---,._. ...�- j' - -- f f-------------------- N1 z z m 2� Z m s() .O w Q aa_° 6 �z . � !� 3.438" @- __...I - 3.438" 1__-__--_I z 1- 0 Q w rn .250" ZMULLIONs I 3.438" I l- H z 6z cp 6063•TS ALUM. I j a U) Q� mC)m0 m X-SECTION j I I I '375" r` U) Z °- _ ___. ____ .__I __ __ L _____________.___.___J MIN, o Of Q Y Y - @ F- J In / STAVDARD CUP U-CLIP,60o"3-Tfi ALUM. 2X5 ANGLE CLIP L=9 Q Z O / CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. SEO FOR 2'X 4"MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. y D_a m 1n .250' L WITHIN THE DASHED BOUNDARY.SEE TUPVIEW TOPVIEW •--WITHIN THE DASHED BOUNDARY.SEE TOPVIEIM1' a g, O>O SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR I IDLE CEMER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER.1/16',� WRHM THE CASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER.1/16'. ° SHEETS 16-17 FORTHEANCHOR O.C. PRODUCT REVISED DISTANCE.MAXIMUM ANCHOR HOLE as complying with the Florida 5.500'-------ETO Buildin Code CUE HERETO DWMETER:ANCHOR DIAMETER 41116' 5.000° NOA-N°. 17-0630.01 2.000 -3.$00 CREATE.F-CUP, f^ .375"� rC I_SEE CETAIL F, .376' .375• MIN. r SHEET4 (-MIN. rC MIN. PirationOat 5/26/2021 75 my 0 .3 " ` ! _ --` i__`-�--"'- Miami de Product Control I I 1 � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I .250° 6.000' ri: -I-- -r--- --j-- 4.686• re r---- - 5A38• I I I I 1t 111!(f/ 5.438° s.433 �. NY LY1v I I •i I I I 2"X 6-X.25' I 'i i Qa.•.• 1.ICEN,SF'•.��:� MULLION I 6063-T6 ALUM. No.587C5 X-SECTION I I I I 375" �• I I _ L_____________________l MIN. -U 0 sTafrE o 7``�4- STANDARD CLIPL U-CLIP 2X5 ANGLE CUP i�� ''F<ORIDP,.•'�?`� .250" 60TOPT6/ALUM. USED FOR 2'X-TMULUM. SHEE717 607ppyALUM i OVAL tsk TOPVIEW A.LYI !F�1ILLER,P.E. FL P.E.#68705 aI EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD 014 ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4".THE OPENING REQUIRES ADESIGN PRESSURE OF+60.0/-60.0 PSF. N 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32'+32+1-=W.REFERENCING SHEET 25.THE COLUMN USING NO ANCHORS IN HEAD '� '^ x --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED oY ,- rj DESIGN PRESSURE OF+Bp.O/-60.0 PSf.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. �' 4 g m o �-SEE + SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=72",OPENING WIDI H=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD L, FENESTRATICN I{ DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. o PRODUCT'S SHEETS APPROVAL,\ 2.3 FRONT TABLE 4A,SHEET 8,THE V 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 - Tp• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS, N MU WON U LENGTH 2 USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 d°.y Q ANGLE CLIPS WITH(4)412 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N W �/ SEE _j W DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 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 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. -- IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH N ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU 00 YJ NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: ce) LU Ik--32• y�--3Y (.D I --I it--BULL WIDTH 636 LBS Imo- (60 PSF)X( )=524.9 LBS (MAY DE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 413) Q i OPENING WIDTH 72.T PSF g m' _ L) pU I THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A t y0 DESIGN PRESSURE OF+50.0/S50 PSF. _J C an FOR THE VERTICAL MULLION: Q N W ! 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, Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL U) iJ LU o Eo MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2:MULTIPLE MULLIONS LLU a SEE DETAILS, FROM TABLE 3A,SHEET 7,THE V X 2.75'X.375"MULLION(LENGTH-108",OPENING WIDTH=80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF D� g MULL WIDTH SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250"MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/-64.?PSF WHICH EXCEEDS THE REQUIREMEf"YTS OO_ W Z C0 " ) FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 2 o ,- a O s,U 3Y SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSThi ED OPENING WIDTH IS 36'+36"+2'=74",NOT 73'AS PREVIOUSLY m �°�z� { FENESTRATION DETENLS, PRODUCTS $HEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED - APPROVAL 2-n �- THE 73'DIMENSION(35-12"+35-1Y1"+2"=73").CONCRETE HEADERAND SILL ARE 8"WIDE.IF THE MULLION CLIP WERETO BE CENTERED WITHIN THE 8%CARE MUST BE TAKENTO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. ! s complying with the Florida ' 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code 1 17.0630.01 ) VERTICAL1 L _ MULLION` -J USING THE STANDARD CLIP WITH(6)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND O Expiration Date 05/26/2021 i LENGTH. ��SEE SEE THEREFORE SUITABLE,FOR TI IE REQUIRED NCHOR CAPACITY OF WI LBS. W _ X DET'AILS, DETAILE. > By SHEETS 2. SHEETS FOR THE HORIZONITAL MULLIONS: OPENING W Miami-9 de Product Control i HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER ¢ I FOR HOR17. MULLION TYPE COULD BE CHOSEN m MULLION E 1]THE MULLION LENGTH IS 36'AND Th1E OPENING HEIGHT IS 32"+72'+2"=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE 0= I USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(Q LENGTH=42".OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+,-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. t' DETA�s, 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 W Z SHEETS WIDE.IF THE MULLION CLIP W=RE TO BE CENTERED WITHIN THE 8",CARE MUST SE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH i 2a (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED I IFL--- ANCHOR CAPACITY OF 521 LBS. F \ 0'aNY LYNA, 38',HORIZ. J 3e•,HofBz 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR �1 1.1GENgF MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCIIORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Z OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. _* 190.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: i +/-64.7 PSF FROM THE VERTICAL MULLION; - +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ® ��'•, SATE F" .•"(V�� )_ THE LOWEST DESIGN PRESSURE IS 464,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. <OR1OP-.'G�� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATIONE' PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a A.LYHI�11!AILL�IR,P.E. }(} ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 ! ( i' 7 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAIJTRIANGULAR LOADING: Wan cp m x� .. ._.. PW PPWWJ' 'n / HH SHID / SHf/DH.- P6o N nNN SHtON H ZWPW LIJ LU in pw c - fi f �5 Ut C)o E -- m o V. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULUON 1 f f ? F HINGED SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS `^I DOOR ti 4 I SGD MULLION Z VERTICAL mO LOADING OF CAL MU w � PW _ LOADING OF HORIZONTAL MULLION a < Wz �Y LOADING 4F HORIZONTAL MULLION Q qa r pW Z PW PW ' N a 7 N PW W z Y Y "7 77 s t~? Q d Q 1S SHIDH SHtDN Q ; f� _ &�. SHIDH SHIDH i jf 0 '"I Z 0 Q s mo sH1OH 0 m�� PRODUCT REVISED / as complying with the Florida LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 / Building Code SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION --^ HR NOA-No. '17.0630.01 PW PW `V - Expiranoa Date 6512612021 I 6 � LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 9 MULLION miarrn-Vade Product Control '. � P HINGED DOOR PW PW_F I NOTES: 1)DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. j - CONFIGURATIONS NOT SHOWN PW MAY BE EXTRAPOLATED FROM THOSESHOWN. 2)IF THE LOADING TYPE CANNOT BE DETERMINED,USE , PW �% RECTANGULAR LOADING. � •'' 4�E..gj PW i t PW / ; I 3)SEE PRODUCTS'APPROVAL FOR NO.58TO5 •�'� =• I / ACTUAL ANCHOR LOCATIONS. ••�' LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I jI t`-7 I �'✓ ( ••�l7•�STA PANEL OF HINGEO DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTIN3 HORIZONTAL MULLIONS i i SGD fi'• I LOADING OF VERTICAL LOADING OF HORIZONTAL A.'LYNNIM16.dE':l�,P.E. MULLION MULLION FLP•E.#58705