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WS-16-1408 (2) r i �W _ r/� / ;.; . �� ✓lb � �� w ,� .�� i Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756.8972 Inspection Number INSP-263745 Permit Number: WS-5-16-1408 Scheduled Inspection Date:July 21,2016 Permit Type:Windows/Shutters Inspector. Mesa,Michel Inspection Type: Final Owner MOLINA,MICHAEL Work Classiftcation:Window/Door Replacement Job Address:952 NE 91 Terrace Miami Shores,FL Phone Number (305)672-7131 Parcel Number 1132060030130 Project <NONE> Contractor FLORIDA HOME IMPROVEMENT Phone:(954)792.4415 Building Department Comments REPLACE 14 WINDOWSAND 3 DOORS WITH IMPACT fnftctio assComments SIZE FOR SIZE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-262197.CREATED AS REINSPECTION FOR INSP 259465. 9-29-16 NOT READY,PENDING ALL DOORS AND CORNER AREA WINDOWS 14 AND 15, MULLIONS ETC. Failed ❑ 7-14-16 not ready. Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee Is paid �l July 20,2016 For Inspections please call:(305)762-4949 Page 26 of 31 Miami Shores Village 10050 N.E.2nd Avenue NE " Miami Shores,FL 33138-0000 F, Phone: (305)795-2204 � Expiration: 12107/2016 Project Address Parcel Number Applicant 952 NE 91 Terrace 1132060030130 MICHAEL MOLINA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell MICHAEL MOLINA 952 NE 91 Terrace (305)672-7131 (786)554-6017 MIAMI SHORES FL 33138- 952 NE 91 Terrace MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 25,000.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 14 WINDOWS AND 3 DOORS WITH Available Inspections: No of Openings:17 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:8 Review Structural Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.00 Invoice# WS-5-16-59884 DBPR Fee $4.05 05/23/2016 Credit Card $50.00 $412.10 DCA Fee $4.05 Education Surcharge $5.00 06/10/2016 Check#:30098 $412.10 $0.00 Permit Fee $270.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $24.00 Technology Fee $20.00 Total: $462.10 In consideration of the issuance to me of this permit, I agree to perfo the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,state nts or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by eith myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOW RS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatio d that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the nam co r ctor to June 10,2016 Authorized Signature:Owner / Applicant / Contr ctor / Agent Date Building Department Copy June 10,2016 1 Miami Shores Village Y 23 ops Building Department sY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ` `+S BUILDING Master Permit No. Ws96` N09 PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: KnE q I Tozfa. City: Miami Shores County: Miami Dade zip: 313 Folio/Parcel#: 11 3ZOCo•003.0130 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): r 11 Ch-I AI L.. riou N A . Phone#: Address: 95 Z q1 City: ( I A 11 35•AOVDF-5 State: FI`-- Zip: 3 3138 Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City.. HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zlo: N/A Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition Description of Work: REPLACE I y wluooWS AI.ID 3 OCCAZS WE I f'IPACa' 317.0 for— 51ZC Specify color of color thru tile: Submittal Fee$ CO Permit Fee$ n=0 ` m CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$_0 Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Q Bond$ TOTAL FEE NOW DUE$ L4 12, I (Revised02/24/2014) r Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 9-7 day of 6~I PR`[ .20 t( ,by )7 day of r1M 20 1 .by r11 CHACL- (-AOU"who is personally known to uj�14IE T' 150E-00,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBL • 1 Sign: Sign: Print: �� 10 �� Print: _' z Mvco�I pa 2946 11 �r Seal: ANTONIO HERNANDEZ Seal: rnN v icuna * * MY COMMISSION#FF 164915 EXPIRES:October 1,2018 �T9Tf FlQ'1131 Bonded Thru Budget Notary Services ################################ ## #################################################################### APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County bttp://www.niianiidade.gov/propertysearch/#/report/summary wOFFICE THE APPRAISER Summary Report Generated On:5/11/2016 Property Information Foilo: 11-3206-003-0130 952 NE 91 TER Property Address: Miami Shores,FL 33138-3220 -i Owner MICHAEL A MOLINA Malting Address 952 NE 91 TER MIAMI SHORES,FL 33138 USA Primary Zone 0900 SGL FAMILY-1901-2100 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNITiv Beds/Baths/Half 3/2/0 Floors 1 `" WE Living Units 1 _ Actual Area 2,109Sq.Ft Living Area 1,881 Sq.Ft Adjusted Area 1,995 Sq.Ft Taxable Value Information Lot Size 11,137.5 Sq.Ft 20151 2014 2013 Year Built 11940 County Assessment Information Exemption Value 1 $0 $0 $130,699 Year 2015 2014 2013 Taxable Value 1 $278,1891 $264,344 $0 Land Value $167,107 $156,135 $97,901 School Board Bulkilm Value $111,082 $108,209 $108,209 Exemption Value 1 $0 $0 $25,500 XF Value $0 $0 so Taxable Value 1 $278,1891 $264,3441 $105,199 Market Value 1 $278,1891 $264,M41 $206,110 city Assessed Value 1 $278,1891 $264,3441 $130,699 Exemption Value 1 $0 $01 $50.500 Taxable Value 1 $278,1891 $264,3441 $80,199 Benefits Information Region Benefit Type 2015 2014 2013 1 Exemption Value 1 $0 $0 $50,500 Save Our Homes Cap Assessment Reduction $75,411 Taxable Value 1 $278,1891 $264,3441 $80,199 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 PreNiOR Senior Homestead Exerrption $50,000 Sale o� Price Book-Page Qualification Description Long-Term Resident Exemption $30,19.9 05/08/2015 $445,000 29616-0896 Quell by exam of deed Senior W kiow Exanption $500 06/03/2014 $100 29192-0726 Corrective,tax or QCD;min consideration Nobe:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales which are disqualified as a result Board,City,Regional). 06/01/1991 $0 15081-1463 of examination of the deed Short Legal Description 08/01/1980 $58,500 108840048 Other disqualified PL OF BISCAYNE RIDGE PB 39-41 E47.59FT OF LOT 6&W 35FT LOT 5 BLK 2 LOT SIZE 82.500 X 135 OR 15081-1463 06914 The Office of the Property Appraiser Is continually editing and updating the tax roll.This website may not reflect the most current Information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http:/Avww.miamkWe.govAdd/dischimer.asp 1 of2version: 5/11/2016 4:22 PM IN SPECIALTY ENGINEERING CONSULTANTS,Inc. Joil;, gti DADE - BROWARD - PALM BEACH ` 0000 May 18,2016 •••• 6666.. .' Mr.Tom Burnett •••�•• •• •••••• Florida Home Improvements0000 •• 0000 4070 SW 30 Ave • 0000 . .. 0000. Hollywood,FL • 0000.. . . 0000. .. .. 60 00 000000 Re: MOLINA RESIDENCE,952 NE 91TH TER,NIIANII SHORES,FL 33138Z52M7J 6 •, INSTALLATION OF 3X3 ALUMINUM TUBE MULLION 000.06 """ • • 0 :6060:0. 6 0 6 • • 0 .. . .0 • .600 • 0 Dear Mr.Burnett: • Pursuant to your request we have reviewed the installation of a 30 x 1/4" Aluminum tube mullion in between windows 14& 15 at the referenced home. The home is a single story house. We have calculated the wind loads in accordance with ASCE 7-10 and the 2014 Florida Building Code, HVHZ sections. The mullions will be supporting windows 14(72"x 37%")& 15(17"x 3714").The windows are perpendicular to one another.Based on a calculated wind load of 65.1 PSF(Zone 5)and the end reactions are approximately 387.5 lbs. Based on the installation of(3) 1/4"diameter Tapcon with 1-3/4"embedment into each mull clip,top and bottom,the mullion can safely support the imposed loads. In conclusion,it is our opinion based on our calculations that the installation of a 30 mullion at an inside corner is capable of support the code prescribed loads given the conditions given herein. We hope that you find this information helpful and should you have any questions please 1 0%1119 au®eo®eo® 0®v®® P dam civ eri1 'Cinsultants,Inc. o �� s ff ® � • - M Y232016 arm opy P��®' • Aline Morae ® ire r o �U6 1 BY: Project Engin' F••.l p R 0 .•'N�' Reg�i� o sional Engineer: #077012 Certificate of Authorization: #009217 Miami Shores Village APPROVED BY , DATE ZONING DEPT i V(7- BLD EPT 1 t;T TO COMPLI CE WITH ALL F SInIE /1N1)COIINT RULESANDRMUL TIONS 1599 SW 30'h Avenue,Suite 20 - Boynton Beach,FL 33426 - Office:561-752-5440 - Fax:561-752-5542 LIENT INFORMATION PROJECT INFORMATIONyc comwinc FLORIDA HOME IMPROVEMENTS MOLINA RESIDENCE 1599 Sly 3a AE� 4070 SW 30TH AVE 952 NE 91TH TERRACE .FL 33426 HOLLYWOOD, FL MIAMI SHORES, FL 33138 M—BRDM— PALM MCH CONNECTION DETAIL F'G 17 (60pl —752"9MO oP=9•• •• , —752•— FAX • GENERAL NOTES •••• •• • .... . .. ... . ...... . . ... . 1. 3x3xY" ALUMINUM TUBE. •�'••' ••• •• 2. MODIFIED MULL CLIPS • . . . . . ... .. 3. (3) Y"0 x 2" TAPCONS, MIN. EMBED 13/", MIN. EDGE DISTANCE:2Y".. ""' ;•• •; 4. MASONRY OR CONCRETE CORNER. •' • •":'• ' 5. (2) #12 FH SMS PER MULL CLIP ATTACHING 30 ALUMINUM TUBE TO MULL CLIP. INSPECTOR NOTE NEW STRUCTURAL COMPONENTS WERE DESIGNED BASED ON THE FBC 2014, BUILDING CODE AND ASCE 7-10, 175 MPH (3 SEC), EXP. D. 4 5 2 1 O 0 5 o � ` O O 0 3 0 0 3 2 'O � ®®osr'ooeoo�© O O pd a ® LQ o .•��CElys•.�i N0 7709 m • ® o p ATE O 6 3x3x1 Z4" CORNER TUBE o ►o SCALE 1/4• - 1'-0• Sl OF 2 °01§§811111001%% r t dLIENT INFORMATION PROJECT INFORMATION SPEMW D404EM c � FLORIDA HOME IMPROVEMENTS MOLINA RESIDENCE IRE 1599 s1 3m AVE WE 4070 SW 30TH AVE 952 NE 91TH TERRACE SMOon- BECK FL M426 HOLLYWOOD, FL MIAMI SHORES, FL 33138 CONNECTION DETAIL <� I �� 000•• • 561 —75204"0 OFFK0•• •• • • %61 —752a—ir FAX � • 0000•• •• • 000 '0• • 0000•• • • • 0000 •• • • • 0000 • •• ••• • 0000•• • • ••• • • • • • • •• •• •• •• ••• NEW 3x3 6063—T6 ••• ALUMINUM MULLION r',. MUWON Sl ° 6063—T6 INSPECTOR NOTE NEW STRUCTURAL COMPONENTS WERE DESIGNED BASED ON THE FBC 2014, BUILDING CODE AND ASCE 7-10, 175 MPH (3 SEC), EXP. D. ,b'k <.6 PARTIAL ELEVATION 1 x44' 6063—T6 ALUMINUM MULLION a N N 0 0 O FASTEN TO EXISTING CONCRETE SUBSTRATE W/ (3) J'O x 2 in TAPCONS eyo•Ada AND TO MULLION W/ (4) #10 x ° Q®�`eQe,�•'�\C E/y'° °��,'a SMS. 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'"" gwoge I> �n �, oatwe'etateMV09meo 1. s 0 r. m o ' 014 3 AAepedB 0 s0�® i s E ER��o�o° MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART ' Address:952 NE 91 TER MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL13010.4 +55.0 -55.0 +40.1 -43.4 57 x 621/4 NO YES 2 DOOR 15-0729.14 +75.0 -85.0 39 5/8 x 861/4 J, y 3 WINDOW FL6890.1 +675 -67.5 -53.6 35 3/4 x 501/4 4 .y FL16736.1 +60.0 -60.0 561/2 x 50 5 FL16177.1 +70.0 -70.0 -43.4 17 3/4 x 371/4 .�. .� 6 FL16736.1 +60.0 -60.0 -53.6 561/2 x 50 7 y y 1, 35 3/4 x 501/4 J, y 8 DOOR 15-0729.14 +75.0 -85.0 -43.4 371/2 x 813/8 9 WINDOW FL16736.2 +60.0 -60.0 J• 1, 110 x 62 10 FL16736.1 -53.6 36 x 371/4 11 72 3/4 x 491/4 12 72 3/4 x 49 3/8 .� y 13 72 3/4 x 491/4 y y 14 72 x 37 5/8 y 1 x 2.75 15 FL13010.4 +55.0 -55.0 17 x 37 5/8 16 FL16736.1 +60.0 -60.0 .L .L 36 x 37 5/8 17 DOOR 15-0729.14 +75.0 -85.0 -43.4 32 3/4 x 80 5/8 •• ••• .�, ... .. . . . .. 11.. . ... . ... . FH k - DIAGRAM SHEET ►nor:dam o•eanes®-a�earov�aitre�otras �AEA�JRgiiGTfCH MEAStiRE DA f-1-611b CUSTCMws NAilAE MA LEAD MJMBHR TYPE OF PROPERTY ROOF t1E1GEiT FLOOR NUMBER TOTAL B OF Fi 00RS J. i . 'SIA. .i. �• ___ _a��• «._.s. vl j..._•_. __t� � -- •!-_ } - -F « 1 +� i'�_ �— �, t � ate__ _s— ._'_'-" _•.. .....�.. __ _.i— _.:_.�_.i � '". —_�•_.•y i._...i.....: -- _•• - i i ..w�—� _ t _1 .. �.—, T- ' i - ;._a-...s--_ r•—t__� _�--�.-.f -{ } -_ - •• _ .. _ ......3_ L _- t _ .._ r • _ _=....p.___. •ate _ vo 7-0 w Wit 71 are a •—• • golf{ -i. ».•••i ---- 1-7 i ( t' 1 Florida Building Code Online Page 1 of 3 B=ftMe uha to i Uav ft0Wauon HM T•phs I Sftnft Sumherge SWO&Fa= I Search BusineS ProduetApproval Profess!Mal err Regulation WIDOW FL# 13010-143 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ •••• • • 0000 •••••• Product Manufacturer Custom Window Systems Inc. •••• i • •••• •• • • • Address/Phona/Email 1900 SW 44th Avenue •••••• •• • 000000 Ocala,FL 34474 • (352)368-66922 0000•• • i••••i ekoss@kcxs.cc •••• •• • • • 0000 • •• 0000• Authorbwd Signature Koss Erin •••••• • • ••i••• ekoss6cws.ac •0• • • • • •• •• •• 0000•• •••••• • • • Technical Representative Erin Koss i • 0 • • ••••i• AddressfPhone/Emall 1900 SW 44th Ave. •••••• Ocala,FL 34474 i ••• :09900 i••••i (352)368-6922 Ext 291 •• • 0000 • • ekmocws.cc • • • Quality Assurance Representable ]ay Lathrop AddreWPhone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)369-6922 Ext 291 patlrrop@cws.cc Category Windows Subcategory Fixed Compffance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 63 Evaluation Report-Hardcopy Received Florida Engineer or Arctdbact Name who developed Lucas A.Turner the Evaluatlon Report Florida Uaense PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE C,1 Validation Checklist-Hardcopy Received Certificate of Independence BA3010 R3 COI EvalReo CWS-3738 IPW-8300.120x48.IMPl.udf Referenced Standard and Year(of Standard) fibmaillit Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/(SA 1019.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1686-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQwtDgvQEb$FEH60... 6/24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 04/15/2015 Die Validated 04/21/2015 Data Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Immamy of P acts FL Jf Model,Number or Name Description 13010.1 AW-8150 PVC Fixed Window PW-8150 PVC FWHn Fieri Window,360 x 72°.•••• Limits of Use Installetlon Iastructlouas • • •*00 •••••• Approved for use in HVHZ.Yes FL13010 R3 II CWS433B fA16t 36x72.7AE2.pg • Approved for use outside HVHZ.-Yes Verified By:Lucas A.Turner 58201 • • Impact Resistant;Yes Created by Independent Thus" !Yes Design Pressures+75/-75 Evaluation Reports 000000 • • • Otbera PW-8150,361 x 72°,DP=+/-75 psf.Large Missile PLI3010 R3 AE DuPont PVB�Qg k3-0129 27.oslf •••••• Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalReI433B; M-81 26M. Glass complies to ASTM E1300-04. IM?-).Rd f •••• • •• 00:006 • M 3010 R3 AE O a� nex(M u Created by Independent Third Party:Ves • • • ••••• • 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed tenuous Head&SSU. • Limb of Use Installation Instructions • • :099:6 •••••• Approved for use In HVHZa Yes FL13010 R3 11 CWS-E10B tPW- Si CDNTIIDSL. • • Approved for arse outside HVHZs Yes IMP)-ed •••••• Impact Resistants Yes Verified By:Lucas A.Turner Sell � •��i�• � � Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes •• • Others Large Missile,Dp=+/-67.5 psf,Max.stm 74 1/81 Evaluation Reports x 72°.Outer Ike must be safety glass above 30 ft.in HVHZ. FL13010 R3 AE DuPont PVB NOA 13-0129 27.ndf Glass complies to ASTM E1300-04. EU3010 R3 AE Evalft CV,5-510B(PIN-0150, CONTHDSL.IMP).odf E 13010 R3 AE Ouanex IM&mn)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 486. Limits of use Insiallatlon Instructions Approved for use In HVKb Yes FL13010 R3 II CWS-3738(PW-8300.120x48.IMP).odf Approved for use outside HVH D Yea Verified By:Lucas A.Tuner 58201 Impact Redstarts Yes Created by Independent Third Party:Yes Design Pressure;+70/-70 Evaluation Reports Others PW-8300,M*x 484,DIP=+/-70 psi.Large FL13DID R3 AE DuPont SGP NOA 11-0624 02.odf Missile Impact.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRen CWS-3730 jPw-8300.120x48. IMP).txdf EL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. LInsN:s of Use Installation Instruction Approved for use In HVHZs Yes FL13010 R3 1I CWS-1591)(PW-8300.72x76.IMP).bdf Approved for use outside HVHZa Yes Verified By:Lucas A.Tuner 58201 Impact Rodstanh Yes Crested by Independent Third Party:Yes Design Pressure;N/A Evaluation Reports Other;Large Missile Impact,See Installation Drawings for EL13010 R3 AE DuPont PVH NOA 13-0129 27.odf Max.size and DP's.fluter lite must be safety glass above 30 EL13010 R3 AE DuPont SGP NOA 11-0624 02.odf R.In HVHZ.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-159D(PW-8300.72x76. IMEI.odt FL3010 R3 AE O uaL nex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes n ® rand l8::1HQ NP's,No Phone•n,n4e7-iam The State of pbnda a an Ak'WD amplaW. te of RwWa.;; h4://www.floridabuilding.org/pr/pr app dtl.aspx?paras=wGEVXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 3 of 3 ` Under FlOMtla law,smell Iftmes are publk reearda.lY You do not went your eivall address relds d In response EO a puidk-rounds request,do not Send electron to w'sant to Soften 4S 275(1),Fid Statutes aRat*4 October 1,220 HMMW ft�under��44555 FS Doom Wait w an em�eU oddress U Ow have arm.The amele provided may be used for of let ccownualostlon with the kwmae.Howamr errrei addresses are pumic record.mf pu do rat wean t0 uaM*a personal address,please provide the Departrrmrd with an atnail address whkh can be made avallable to the publk.To dete mino If you ate a Iketaiee under Chapter 4550 F.6.,pheaBe Cads Lala, Product Approval Aopdartes v •400• • • • • *9999 *9999•• ••*9•990 •• • •000040 • 600000 • • • 0000 00 0 •9.940• • • • • • 0000 • •• 640.06 •00.0• • • •0000 •• •• 90 •• •900•• • • ••9040• • • • 0 • • • • •0000• •04040*9• • • • • • • • • •040406• http://www.floridabuilding.org/pr/pr app dtl.aspx?pamm--wGEVXQwtDgvQEb$FEH60... 6/24/2015 ` 1239 Jahara Ave. U R`NE R` North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FHPE C.O.A.#29779 Evaluation Report 159D April 18,2015 Product Description: Series 83011 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 7T'x 76"unit size DP67.5(DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 44P 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 5'h Edition(2014)Florida Building Code including the HVHZ. The product testing standards performed outlined below. . . 0 6 0 0 6 0 so**:* Technical Documentation: 6 0 6.6• 6 6 6• i 6 6 6 6 i• 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Pert,•h• �..6. 2) Approval drawing CWS-1591),signed and sealed by Lucas A.Turner,P.E. .••••• ;•. '. • 3) Test Reports NCTL-210-3954-01 and-1A,and NCTL-210-3955-01 and-IA,ftbflfNationBl •• ••••• Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMAfWi71;QA/CS.4 . : •• ••6 101/I.S.2/A440-08,ASTM El 986-05,ASTM El 996-05/09 and TAS 201,202,021"1994(TRIS 66 reports 3954-1A and 39554A signed and sear by Gerard J.Ferrara,P.E.) 0000 90 6 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucks A.�'urner,143:•:6 ...6 6 6 • . . 666666 .. 0000 Installation: Units must be installed according to approval document CWS-159D. 6 • Limitations of Use: This product: • May be used in 0 configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 722"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-1591),with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.271 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s`Ed.(2014)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. �yrsett#rsr+Urrb N',t P�OR�Eyy tj�'i `a0�.��G�rl1��`'•.�f.�i „ J.•� Mu 58'201 ��;�'Z 4 4/18/2015 $TATE QR •:��+�v� Lucas A.Turner,P.E. *' ;o%A' �.-'' •` FL PE#58201 �� ,S,j 0000..•�fl�� N��ytia� Lucas&Turnor •�irr+� 2013-04-18 22:13-04:00 r CICTOURE WINDQW - LARGE MISSILE IMPACT , THE PRODUCT SHOWN HEREIN IBDESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(HBC),CURRENT ST97E11S EDITION INCLUDING THE HIGH VEI=TTY HURRINCANE ZONE{HVHZ) 1N0 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT 119E AS OCALA FLORIDA 84474 DEFINED IN ASTM E 1996 PER THE FSC. W W W.CWS.CC LLlie 73 1w 2.GAZING OPTIONS:(SEE SHEET S) PVC MAX OVERALL WIDTH MAX.OVERALL FLANGE WIDTH 9.00NFIGLIRATIONS:1W.ARCHncwRALSHAPESINCLUDE,wTARE MAX UNIT w1um MAX,UWr WUM NOT LIMITED TM THOSE SHOWN ON SHEET 2. PICTURE VANDOW GL45l r miff p 4.DC-SM PRESSURE RATIdG IMPACT NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND A ———— ———— GLASS TABLES ASTM E-1=-K ,• a ,- -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER I I INFILTRATION TEST PRESSURE AND GLASS TABLES i jG C I I ASTM E-130044. $$ S o ANCHORAGE:THE 33 V-1%STRESS INCREASE HAS NOT BEEN USED IGQ IN THE DESIGN OF THIS PRODUCT.SEE SHEET a FOR ANCHOR 73 ua MANN DETA&S.WINDI.OAD DURATION FACTOR Q61.8 WAS USED FOR WOOD Tn B I H�oC1HT I ANCHOR CALCULATKM c1 Ft I I B I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT ,� o I REQUIRED. ANG N �- UNITS O I 7.ALL FRAMES ARE FULLY WELDED. MAX HEUNITHrr O I i a SERIES I MODEL DEMNATON PW-WaWJG � F, � 4j I I 73 VV I 8.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 3 O GGum I I g I O=FDD D BABEL. 0 o m a oto I 8 I 10.SECTION CALLOUTS APPLY 70 ALL ELEVATIONS IN A SIMILAR 0 LOCATION. , y�� pt1D�W a — ——— I �t'� �e 5ti�'`3► A A Lucas A Turnw _ a 2015.04-11 p STATE OF J1lg; 15:04 04:00 a 4 Mr?i v j 10 4ib'•6�pM' •p ont zz 4111=15 LUCAS A TURNER P.E. FL PE#68201 1239JASARAAVE. •. ••• • • • • • •• NORTH FL,34� • • • • • • • • • PH.941-BD-1874 •• ••• •• • • s •• GENERAL NOTES AND GEN TABIEOFCONTENTB ELEVATIONSGENERALNOTESa EL.EVATIONS....A L=TIO RAT1NG PEAU RATING ARCHITECTURAL SHAPEIL-.-...»-.--2 R GLAZING DETAI.S-....... . __.__»..._3 48 X '�!- ' 'i •'• •'• ADE 05/06!07 EX .O.M......:::.M......-sIVOId- '• Cws-159 D FLGENIEVItE IMPACT wvv-ma . ... o T NCHOR SCHEDULE AILaa NOTES.....:s s +l-67w6 • • •.• MEET 1:20 1 OF S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• WMMW=nlEMffl 19M SW 44TH AVE. CCAL%FLORIDA 94474 W W W.CWS.CC 0 8.3w PVC PICTURE WINDOW INPACT Aq I d�IOQC/Mtltat w M V FULL rgoey o W d ODOM Q � � ��aaDUmd � No BM 9� 8TAf6 OF reap m. 1.SEE SHMM 8 8 7 FOR DETAILED ANCHOR INSTALLATION REWAREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METALOPEMNG. 4111=5 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. OVERALL GRE MW NCFr MCCEED FL PE A 98201 •• •ONCTANGUlARMIND M ONT 914EE11 MAX WIDTH AND HEKIFIT OF 1238 JABARA AVE • • • • • • • • • NORTH PORT,Fl.34288 • 4. B+1 TUAL FLANK AND FIN WINDOWS PH.841.380-1574 �.__ _ ••• •$ C BHEET88d7W OF THE THANCHOR ARCHITECTURAL SHAPES • ••• • ••• • • • ADE 06/05/07 • • • • • • • • • •i i• • •• i • • • CWS-188 b 1:1 20F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • ••• •• ••• • • • ••• • wMacwWrEma 19W SW 44TH AVE. OCALA.MMRIDA34474 W W W.CW8ZC vaN PVC PICTURE WINDOW IMPACT o C r OVER1LLl —1*OVERALL 3l181ANNEALEDmTEMPIDiED —WW HEATSTAENGTHorTEMPERED t Iff AIRSPACE 3W AIRSPACE a 0 SMr LAMINATED —WIV LAMI GLASSIc tAT ANNEALED 3l18-HEATSTRENGTH l .080 DUPONT PYS INTERLAYER 080 SENTW GLASS 10NOPLAST 84TffILAYER Ilr ANNEALED 3MV HEATSTREINGTH ? p 9D PURFECTGLAZE*W a PURFECTQLAZE'H cam.0 z SIKAFIE7(M SIKAF=552 amt� ��pSsflRE 12 GLASS SITE ❑ 1fP'GLASS SITEv�s Nth 7 7 to b8201 ~th 1 1 lWt.%%.STATE OPo Ertl Q '�►8 ;n s y ; � ►nn GLASS TYPE A GLASS TYPE B Ax 4/11/2015 LUCAS A.TURNER,P.E. FL PE Al 581 1239 JABARAAVE. •• •.• • • • • • •• NORTH PORT FL34280 • • • • • • • • • PH.=1574 • •• • • • • ••• • •• ••• •• • • • •• GLAZINGDETAILS GLASS MA ••• .:• .•. ••: .•. ..� TYPE W x H ADE 05MM7 • • • • • • • • DP+/-515 A 48 X72 _ •• • • • • • •• • • CWS-159 D •.• i• i•• •.• ••i ••• DP+/-67.5 B 72X78 SHEET 1:1 3QF8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• A I SW 8W 44TH AVE. OCOU A,FLOFIDA 84474 WWW.CWS.CC INTERIOR 7 am PVC 6 e 6 6 PICTURE WINDOW IMPACT �J us AIM O j: 8 9 1- cc ' SECTION VIEW INTERIOR COmdO� n 3. me X20, 4 stS 8 5 *7►}, BTATp OF �T�ht`yFJ 2 4111/2013 Q_1 Y� LUCAS A.TURNER,P.E. Lo FL PE F 5w1 •• ••• • • • • • •• 1238 JABARA AVE. • • • • • • • • • NORTH PORT.FL 34288 7 6 • • •• • • • • • PH.841380-1874 • •• • • • • ••• • •• ••• •• • • • •• SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN i ••• • ••• • • ADE 05/05f07 • • • • • • • • • • •• • • • • • •• • • CWS-158 D •• • ••• • ••• • SHEET 1:1.33 4OFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST FRAME 9MMAROMSMON ITEM PART# DESCROMON VENDOR MATERIAL 1 H-60= FRAME,PW,MAIN,HEAD MIKRON PVC 19MM"THAM 2 H-6008B FRAME,PW,MAIN,SILL MIKRON PVC a+"nDFOA34474 3 FRAME,PW,MAIN,L JAMB MIKRON PVC � www-H-60088 m= 4 H-60088 FRAME,PW,MAIN,R.JAMB MUCRON PVC cowumtwau�nu sm� 8300 PVC 5 Ha=A FRAME,PW, MACRON PVC W41E PIMRE WflNWW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RIBBER IMPACT 7 P-3352 SET.BLK.,85 DM' 1/8"x 54r x 2"LG. FRANC U7 VE RUBBER 8 PURFECTGLAZE°H°,SKAFLEX552 HENKEL IKA SILICONE m a a P-3752 1CAP PLUG, 112"HOLE M&M SILICONE S n 10 1 5-6064 JGLZ BE.,Fm.(1 O.A LG.) MUCFU4 PVC 11 t GLASS ISEE SHEET 3 w —3 tm• z atm• D 21na• 1na• vurrL O C� oam < 27m" tipu� 1J2• Ito awl PVC FRAME FLANGE-H-6D06B �r w E4a arare PVC FRAME FIN-H-6006A ,Ilez� tits 1/d' g. LUCAS A.TURNER,P.E. FL PE#�t 7m• 1238 JABARA AVE ••�t116• • i •' 8 NORM PORT,FL 3428B• • •• • • • • • PH.941-380.1874 • •• • • • • ••• • PVC GLAZEBEAD-S-W" " " ' ' SCFLmW SUPPORT-P-3113 EXTRUSIONS a 8.OAt DRMNBY-. WE— • ••• • ••• • • ADE 08/05/47 vwwF- . . . . . . . . . . •• • • • • • •• • • CWS-159 D •• • ••• • ••• • SHEET 1:1 SOFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iV MAX D.C.(TYP.) t!•MAX M) SEE NOTE 2 r MAX CrYP•)— <r MAX O.C.(TYP.) WINDOYK9T8TB48 8"MAX(IVP.) C MAX.(TYP•) SEE NOTE P 1900 SW 44TH AVE. OCALA.FLORIDA 34R74W —— — W W.CW9JCG I PVC [ANCHOR(TVP.) MMMAXOA PICTURE Mt NWW 7f — INSTALLATION NPACI't 1LaC VYP.) I I I LL W ILL I I � W4Km Ic I IR OP.�IN ARLAYOLR-(FINE C U m a(g DP aA IN PSF Ae +R�mrq�i rt�ti &tae 58209 14 NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATX)N.ANCHOR SPACING APPLIES TO ALL 8HAPES{SEE SHEET2)ALCM ALL FRAME EDGES.SILLANGHOR SPACING SAME AS HEAD. ��8��..t�.:r• 0��, 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING MINS.MAX ALLOWABLE SHIM STACK TO SE 114•.USE SHINS WHERE SPACE GREATER THAN 1118'IS PRESENT.LOAD BEARING SHRIS SHALLBE Mn� CONSTRUCTED OF HIGH DENSITY PLASTI:OR BETTER WOOD SHIMS ARE NOT ALLOWED. �yy 3 ANCHOR TYPE.SM SPACING AND EMBEDMENT SHALL.BE AS SPECIFIED N THESE DRAWINGS,SEE TABLE 1.SHEET& �a/11p1p16 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CION RESISTANT MATERIALOR OCATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTIM FL PE N)59201 1239JABARAAVE. a INSTALLATION ANCHM SHALL BE N ACCORDANCE WITH ANCHOR MANUFACRI ms INSTALLATION FLOES,EN4NVlC SJK4L%&%E USED IN SUBSTRATES WrtH STRENGTHS LESS THAN THE MINIMUM STH PORT,FL 3428a SPECIFIED IN TABLE 1.SHEET 9. • •• • • • • • PH.941-x-1674 &ANCHOR EMBEDMENT TO WALL DRESSING OR STUCCO FORCONCRE7�• .: Ep�• •••�,0. WOOD INSTALLATIONS TO SOLD RETE OROUt-FILLED ED CMU MAY INCLUDE t� MOM WCR,4 BT1 W.M.TAE� ,QCTR�D s WOOD BUCKS,IF USED,INTO SUBSTRATE ANCHOR SCHEDULE 8, INSTALLATIONS IONS TO HOLLOW CMU REQUIRE THE USE OF 1X MOM BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER TOCENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENDIS:7 FOR MASONRY.11 FOR WOOD AND METAL FYI DATE: • *00 • 000 • • ADE 05J05J07 It WOOD OR MASONRY OPENINGS,SUCKS AND BUCK FASTENERS SHALL R3EPROPERLY DESMM BYhSHEETH AROITECT ERIN OF I4ID&TALLED TOTRANSFER WIND LOADS TO THE STRUCTUF� mmm SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. • ETE Y BE CRACItED. CWS 16B _ D 9.SEALING AND FLASHING STRATEGIES FOR OVERALLWATER RESISTANCE OF INSTALLATION SHALLOS&M ESY aTHELMAW6 THBlaummw VEMXJIII O"THE REFERENCE DOCUMENTS: SHEET FMAfAAMA 100(FlN W NDOVYS)FMNAAMA 200(FLANGE WINDOWS},FMANYDMA 280(80(WINDUWS)FMyAAMAAMDMA 300MXTERIOR DOOM) 120 SOF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s 6 C MAX(TYR) ll•MAX 0.C.(TYP.) W(#IDOW m Ei 45 W MAX.(TYP.) 7 SIB'MAX O.C.(TYPJ SES NOTE 2 V MAX.(TVP.) 8l1 Npl E 2 1910 SW 44TH AVE 8'MAX(TVP.) 0=,A,FLORIDA 34474 tlVWW.CWS.cC I I IN=PVC �• I I PICTURE WINDOW WX= roc I I IMPACT I I I j.r.. e Q INSTALLATION I INSTALLATION v o O ANt81CRCM4 Wp�p O I I o�m <z AI�HOR LAYOUT-tFtANGEf �LAS-(IICVk 0R. � ht�R. ,yyy g� , s, •V.�l�y, r Ne SA2d1 �'P 7lrf 1F �*C NOTES: v-6 STATE OF A 1.INSTALL ONE AN040H AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDWS.SILL ANCHOR SPACING SAME AS HEAD. ' ®R•l:0 ��✓'Q�.Q� 2.SHIN AS REO AT EACH INSTALLATION ANCHOR USIA LOAD REARM SHNS. MAX ALLOWABLE SHIM STACK TO BE U4•.USE SHBG WHERE SPACE GREATER THAN It18'18 PRESENT.LOAD BEARING SHIMS SHALL BE �k�°"„":w CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER OD WOSH M8 ARE NOTALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THS DRAWINGS,SEE TABLE 1.SHEET S. 411112015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL.OR COATING. DISSIPBLAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE t#58201 •• ••• • • • ��"�•�� •• 1239 JABARA AVE. 9.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION IpISTRUCTIOYS,ANLiANOHtmL ALL plot BE USED IN SUBSTRATES WITH STREN amts LESS THAN THE MINum PORT,FL 34288 SPECIFY N TABLE 1.SHEETS. • • •• • • • • • PH.841380-1574 • •• • • • • ••• • 8•ANCHOR EMBEDMEMTTO SUBSTRATE SHALL BE BEYOND WALL DRESS1Nti OR STUCCO PST CONCRE RAU IIM1tINg kl �@�gEypND WOOD .IF USED,INTO BUBSTT TE. INSTALLATIONS TO SOLID CONCRETE OR GROUT+lUED CMU MAY 99CLUDE BUT DO NOT RBOURE 1 X WOOD BUCKS EN E AND SUBSTRATE ANCHOR SCHEDULE& TO INSTALLATIONS HOLLOW CMU REQUIRE THE USE OF 1X SUCKS BETWEEN THE PRODUCT AND SUBSTRATE 7.A MINIMUM CENTWTO-CENTER SPACING,SHALL BE MAINTAINED BETWEEN ALL FASTENERS:31 FOR �Yi i•P�i>:000•AI•VD•META�• • ummar . WOOD OR MASONRY SUM AND BUCK FASTENERSB�iF cli ADE 05/05/07 S SUBSTRATETES 94ALL THE NW N STRENGTH RE Nib SHOWN N TASIJEl,SSHHEE1 : EfE pPIO � • `Wy TRANSFER WIND LARDS TO THE STRUCTURE GWS 1S8 - D 9.SEAL INO AND FLASHING STRATEGIES FOR OVERALLWATER RESISTANCE OF INSTALLATION SHALLOR DONE45Y OTHM*OPDLLOWNG THOMIRRe VERSION OFTHE REFET:IHNCE D=NENTS: FMAIAAMA 1O0(FIN W NDOWS),FMNAAMA 200FLANGE WNDOWSL FMAWDMA 28D"W NDOWBk FMNAAMNWOMA MMXTERKTR DOORSHEETS) 120 7 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT TYPICAL HEAD ADAGE SM TABLE, SUBSTRATE TKWA V4'MAX SM �TABLE, MIN.EDGE DMT. MVYNIDOW AV E 13LE I t. SEE TABLE I SY8V 1E IBM OCALA. FLORIDAAVE SEETABLE1 1/4•MAX SRM FSEETABLE1 WWW.cWS.CC 34474ASUBTEBYOTHER6 TABLE IBEE TAME ENT BY INSTALLER SEALANT- 8K TAM E211 �TABLE 1 sm Pvc INM AND OUT MIN.EMBEDMENT PIMRE VANWW 8EAlANT SEHM SEETABLE 1 IMPACT FLANGE LSY 848TALLER 10 MAX 8HIM PERUNETLLER BEALAfVi BY MIDEANDOUT DISIDEANDOUT S R SEALANT BEHIND SEE TABLE 1j > F1ANGSBYIN111rALLERa m 8EALANT Btu rn BELE TABLE TION ANCHOR SAL 8 H00 AZONTAL BECIION FIN BY INSTALLER TYPICALHEADSsILL8 47 FDR FIN INSTALLATION a cc ELL SEALANT BEHIND IWMAX SHIM so FLANGE BY INSTALLER O m a PEROdETER SEALANT _REtV INSIDBY E ANBD OUT �Tl ENT Y's�*NS N�j� s No Sam s $<IBBTRATE SYOTIiMt6 SEE TABLE 1 MIN 1DWT 91 STATE OFTABLEFr HEAD UNDER A VERTICAL ILL ��1�t;Lt I V �,; HEAD BY INSTALLER 6 TYPICAL MLI y11444_ TAKE 1:APPRINSIALtA770N FA$TENEAS 4/11/2016 FOIE WW'�ANNE LUCAS A.TURNER,P.E. E (20 KSI MIN.} 311WI1W7APOON 71-112T7Ar FL PE 858201 FOJ Eb 117 POF MPL 3t,1'1!W TAPCDN • BV MW ANTA 1239JABARA AVE NORTH PORT,FL 34288 CONCRETE(286 KSI ) 3115'EL.CO U1.TFiACO N 1i i AND PH.841.380.1674 3M8'ELOO LLTRACON 1-1/-V • a i•i •• 8 FRAM TION FLANGE 2CMK SOUTHERN PIIS(".a% 3M8' 1�. • • •• I1EAD ANID 8R 1 SWAAR FOR BOX AVBTALLATONOR ELAD ULIRAODNINSTALLATION DETAILS FLANGE 27L MAV.SOUTHERN POVF(Qa0 86) 0 WOOD SCREW 1-w 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE"ME. FLANGE 18 GAUGE 9=1 MEN.STEEL STUD 910.16 HA-TI KWIK+LEXOR IIW FLAL�JL{J• • • UP T0*4ND 99=DRVG A BOX-FRAME APPLIcATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MRN) TEKS SELF-INLLING SCREW TFR1U • i • • • • • ADE 06105007 FLANGE W!8'ALUM.(IMBS-T6 MRV.}OR 810 GRACE 5 SELF-TAPPM 0 FU • ',�L, • 41-�'114•FINLEf OF CONSTRUC71ION-GRADE ADHESIVE CAULK 18 APPLLED 1/8-STEEL(33 KSI APL) DAIU AVG Bl7REW G>t�•• i1�� • • E9UFLANGE ,FULL PERLMETEFR,BY INSTALLER. GWS-169 D FW 2XMIN SOUTHERN PINE{go0.66} 98 WOODSCREW 1.117 7M8° WINDOWS IS IN ACCORDANCE WITH REOUIREMENT$AS SHEET 12 SOFB • • • • • • • • • • • •• •• • • • •• •• Florida Building Code Online Pagel of 2 4Ti ,. , ., • �WR7Q KIS Home I Log In UM Regftaft i Hot T9DIM I Submit god arge 92U&FAM P�L'r-a,:4'.fts I 1:3C!3'-.fi I gas sat M-sr L iNs Sd,rCh Bustsses r ProIV, 1QOUMM:ProduetApproval Ik u Regulation a Pmdud or Awil=0 Swmhs AM=URA=a Apptbatim 08len �'I�ri•d r - Y �,,j FL,# FL6890-R5 Application Type Revision Code Version 2014 Application Status Approved 0••0 • • •••• 0.00.0 Comments 9• • • ••• • Archived ❑ 000.0• •• • •0000• • 000000 • • • 00 Product Manufacturer Custom Window Systems Inc. 000000 :•• •• • 00••• Address/Phone/Email 1900 SW 44th Avenue 0000 • •• 00000 Ocala,FL 34474 000000 9 • ••i••• (352)368-6922 • • • • • ekoss0 ws.a •• •• •• •• 0000•• •9•••• • • • Authorized Signature Koss Erin • • • • •••••• 0000•• skossfAw.cc •0• • :0090: 00 • 0000 • • Technical Representative Erin Koss •000 Address/Phone/Emafi 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.oc Quality Assurance Representative ]ay Lathrop Addrew/Phone/Emall 1900 SW"th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop@cwscc Category Windows Subcategory Cement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Prorebslonat Engineer ® 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 ® Validation Cheddist-Hardcopy Received Certificate of Independence EL6890 R5 COI EvelReu CWS-161C(CAA-8404 IMP)pdf Referenced Standard and Year(of Standard) filtaidwA Yee AAMAJWDMA/CSA 10111.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By h4://www.flori&building.org/pr/pr appd J-aspx?param=wGEVXQwtDqu4Bg7NRVG9n... 6/24/2015 Florida Building Code Online Page 2 of 2 ` Sections from the Code Product Approval Method Method i Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FOC Approval 04/23/2015 Date Approved 06/23/2015 Gumnory of Products gone FL if Medey Number or Name dascrtption • • 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement.• • • • of Uoa IngtallINJon Instructions •••••• •••• i ••••i• Approved for use In HVHZs Yes - Approved for use outside HVHZs Yes Ver9fled By:Lucas A.Turner • • • •••••• Tmpact ResbAattta Yes Created by Independent Third Parfiy►Yes •• • • • Design Pressures+67.5/-67.5 Evsbrationres • • • • • apo ••• • Others 8400 Vicryl Casement,Large Missile,DP=+/-67.5 FL6890 RS AE DuPont PVB Nt�A�3-0129 27.Ddf •• **:**a • psf,Max.Size 37°x 72".Outer lite In I.G.to be fuRy - ••••• tempered when used 30 ft.above grade in HVHZ.Glass F161390 RS AE ouanex iMIkaos) 12-101 .02. d •• • complies with ASTM E1300-04. Created by Independent Thi P ;Yes • • • • • • •••••• ® ® • • • • • • • • :h 1940 North pion,436167-11124 The Sale of Flodde Is an AAABD employer.c la=h+t 2007-7613 Sfete of Flaride.;;JZMjQL&jhW=:: Under Florida fair•mailaddrmaas we public mWrds.11 Moth d0 net e�M TYaouur amatl address rek�atfld In resporhse<e a pubtk reams retlu�f.do aoL sed ebeWonk=0 to tits erg q.hand,aonloaft sake by so m or by badMonel mag.a You have aw 4eeWons,please co ntnd aso 487.1M."9bnnmr i to Section 455.275(1),Florida redo ubm oneove oftber 1,1e12,bGanseas amncad uncier Ctupbar 455,P.S.must provide the Deparb mit adth an small address S they have one.The em ile provided may be uad for amai wmmunketbn with the llcemea.Hwmwer errma addresses are public rewrt ryou do not wimp to Supply a pe>sonaI*Or a%please provide ffie Deperoment arab on anma address which can be mde evadable to on public.To detenabie if you am a Ikmmee under Chapter 455,FS.,pieaae dick h Product Approval Aomph: ®®® SWRwity3so 1AKY a http://www.floridabUR(ing.org/pr* app dtl.aspx?paras=WGEVXQwtDqu4Bg7NfwG%... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass Manufacturer. Custom Window Systems,Inc. 1900 SW 44s'Ave,Ocala,FL 34474 •••• Statement of CompUnnee. This report evaluates the above-listed product per the requirements orn" ..•••. Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirein&is of the i s• .' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. Rmogmduct tc;WRg •0 0 0:0 standards performed are outlined below. 900000 • • • • 0000 •• • •0000•• Technical Documentation: •••• ° •• 00:060 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Porl'FG: •0•.• 00000 • 2) Approval drawing CWS-161C,signed and sealed by Lucas A.Turner,P.E. • 3) Test Reports NCTL-210-3673-1,-IA,-2,-2A,and NCTL-210-3674-1,-lA, *-Its'from '. National Certified Testing Laboratories,Orlando,FL signed and sealed by Gq��d 1.Fcm+flob 0"•'0 a. Testing Performed: TAS 201/2021203 1994,AAMA/WDMA/CSA IWM VA4401.•. ;6000: 2005,and ASTM E 1886/1996 2002/2005 •••• 4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-161C. Limitations of Use: This product: • May be used in X config.in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- l/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade • Requires max.glass daylight sizes as shown in CWS-161C • Achieves design pressures of W--67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVH Interlayer per Miami-Dada N.O.A.#13-0129.27¢ • Requires Quanex(Md=)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the S*Ed.(2014)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. No SMI 'n� 4/18/20I5 4 Lucas A. Turner,P.E. • srA�t: OF c�+ FL PE#58201 X10""n�'y C Rf Q- Lucas A Tumsr •ir S,dNa'� �`� 2015-042011:58-44:00 ASEMENT- LARGE MISSILE�AQT �1Q 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED39 Wp4DCW SYBT H� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 19x0 SW 44TH AVE. »� EDITION INOLUDONG THE HIGH VELOCITY HURRICANE ZONE(HVI 2) 34474 MAX OVERALL 1/0 AND IS RATED FOR WIND ZONE 4 MILE LEVEL D IMPACT USE AS WIDTH MAX OVERALL FLANGE WIDTH DEFINED IN ASTM E 1M PER THE FBC. lArrl wA7}I Lwrvmm 2.GLAZING OPTMS:(SEE SHEET 2) 84M PVC MAX SM1B WNTH MAIC BASH STH 3.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR C NT RIGHT. IMPACT 11 ————————— A 4.DESIGN PRESSURES: ———— —— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND r IB — GLASS TABLES ASTM E-1 wo-D4.-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATERINFILTRAT�I TEST PRESSURE,AVD GLASS TABLES ASTM E-13W-04. Ill ALL I 9.ANCHOWFTHE 33141%STRESS INCREASE HAS NOTSEEN USED INFLAIMSHEIIGKTI 841!4- THE DESIGN OFTHIS PRODUCT.SEE SHEET 8 FOR INSTALLATIONMAx ♦ I DETAIL-WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD FLANGE ' I $ ANCHOR CALCULATIONS. PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE sa I I I NOT REQUIRED. in 1f. 7.ALL FRAMES AND VENTS FULLY WELDED. a t�nx MAX, I /� I G.AN EIGHT DLO �� I r I DLO &SERIESI IODEL DESIGNATION CA-840D. � I I 9.THEOD EGET STANDS FOR THE FOLLOWING: oma Z I B SASH � 0 SASH ( I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR a��• SAM ` i D HEIGHT i / I LOCATION. FEIC#iT I \ I . I �i N• Sam N!'o Lp ——— —— 2015.04-18 m� ¢!P-, I TATE o* f4v e 22:00-04:00 �'8'' °.R:r-f©` 30 tw L 01.0 e GGAt�� RIGHT HIND p-SHOWN LEFT HINGED-SHOWN LEFTHMED-OPS 4/11142016 RIGHT HNSED-OPPOW M LUCAS A.TURNER,P.E. FL PE 0 58201 •• ••• • • • • • •• 1279 JABARA AYE • • • • • • • • • NORTH PORT,FL 34266 • • •• • • • • • PH.941♦390.1574 • •• • • • • ••• • •• ••• •• • • • •• GENERAL NOTES AND TABLE OFCONIENTS LOCA710N MAX. UNIT SIZE DESIGN PRESSURE RATIN© IMPACT RATING ELEVATIONS GENERAL NOTES 6 ELEVAT ._._1 � - LAZING DETAILS...« . —.2 3T,X� • • • ••• SECTION " -$7.$ ADEEKfRUSI0N 06✓09/07 AINN6CTFA�LLRA&TIGiHONEDDUELTEAIaLSN••O7E9.--...•-_._...6e NM+HVW N_ �3 E AISSLE. P. RCT ••• i .d •• ••• 0• CW S-1 SI C37•X • • •0•$7-5S SHEET 1:19 1 OF B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Yl<R4dOW 1000 SW 44TH AVE. WWW.CYNS_CC 34474 8400 PVC CANT IMPACr 718"OVERALL 7W OVERS 5 Vr ANNEALED Or TEMPERED 178'HEAT 6THENEDaTEMPERED r ADR SPADE 7118"AIR SPACE 09 A bd18'LAMMATED GLASS 8118"LAM04ATED GLASS Y r ANNEALED LAT'HEAT STRENGTHENED m M DUPONT PYB NJTERLAYER ,08D DUPONT PYB WTERLAYER 118'ANNEALED tAr HEAT STRENGTHENED w (y SXAFLEX562OR SiKAFLEX 882OR PURFEGTQLA2E'FP 00.1PL%vr:CTQLAZE R gg 0= Ur 01 BITE Me GLASS BTTE Om.t� D R B B ,��'_� r1• sX2a� s1�� D '}9 STATE OF .Ito QLASS TYPE A GLASS TYPE B penis 411812018 LUCAS A.TURNM P.E. FL PEE 88201 120 JABARA AVE. •• ••• • • • • • •• NORTH PORT;FL 34288 i i ••i i i i i i PH.941-980-1874 SHEET 0980MMOW •• ••• •• • • • •• GLAZING DETAILS N 2E AX .DP7YP EE G&W0� 0: FIEV- X • • { • • • ACW3C X 72w 1-000 • • •B SHEET 1:1 20176 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • BtirfERlpR 1CAIA "IH HOA 34474 WWW-CWS-cc 8400 PVC CASEMENT IMPACT 4 -----logi aww .. a s + s s SECTION VIEW e B g z a a Lo INTERIOR v m a RE1 r.J�F NO $ffi01 IR 1 j7�S BTATE OF = � B�QNA4 7 I � - 4/18l2016 8 LUCAS A TURNER,A.E. FL PE#8820i 2 - •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 94288 • • •• • • • • • PH.941,380.1874 • •• • • • • ••• • SECTION VIEWXA •• ••• •• • • • •• ALTERNATE FIN FRAkAE SECTION VIEWS 5MWRtF--DATE: • • • • • • • • • • ADE 05/08/07 ITBi18 NOT MOWN FOR CLARITY- 0• • • • • • •• • • uwug- " 14,18-17,19-2D,25,27,&,34.37-M,42,"AS,IM • •• • • • • • • CWS-181 C •• • ••• • ••• • 8HEET t;2 30F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EMIL, �!�'%��r. - a` a .r '.�; - "'ll�� MK"Am am - j I ME21M NELL= MMU-M MOU-M R W-1 a ffljTj EVIE"M ME� ELEM 1212"MAX O C(IVPr MAIC ac..) SEE NOTE 2 r MAX(M.} maa 8'MAX(TYP.) a MAX(IYP.)� NDTEawmoowmnmm r MAX(TYP.) 7a MAX O.C.(IYP.) 12 1/l MAX oc.(IYPa 180p 8W 44TH AVE. 8.MAX.MR) - 4"MAX 1TYP.) �E NOTE 2 OCALA,FLORIDA tV CWS CX3 34474 B°MAX.RYPa SEB:NOTE a 4"MAX(TYP.) 1 t / ( OC / MAX mm PvC la" .17 C' W M1AX O.C. (rYPJ �_d•- MAX out X XINSTALLATION RL WrALLA � � \ udsTAw+*roN tTION� ♦ ANCHIOR(TYP.) ic 8°TII1U FRAME ANCHOR CL HINC SIDE JAMIE FRAME ANCHOR LAYOUT=jQH9� ANCHOR CL C FOR UNIT811P TO dT x 7a° IANIIS W 8T x 89° No LAYOUT-IFI�B Tll U m d g FORI)NRSUPTOSTx7Z° FOR UPTOSTx831 NOTES: I.INSTALL ONE ANCHOR AT EACH INSTALLA"M LOCATION,SILLANCHOIi SPACING SAME A8 HEAD. R ,a R% p + 2 SHIM A8 REO AT EACH INSTALLATION ANCHOR ISIS LOAD BEARING SHIMS.MAX.ALLOWABLE SEBA STACK TO BE 1hP.USE SHIMS WHERE SPACE GREATER THAN 1118'8 PRESENT. LOAD SEARING SHIMS SHALL BE CONSTRUED CTOF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ym� 3.ANCHOR TYPE,SUE,SPACM AND EMBEDMENT SHALL BE AS SPECIFIED IN.HESE DRAWINGS,SEE TABLE 1,SHEET 8 4118=6 ,CALL INSTALLATION ANCHM MUST BE MADE OF OR PAOIEO7FoWITH A OCRROSIOIN RESISTANT MATERIAL C R C oATNa DoemLAR METALS OR MA ums N CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE URNS &INSTALLATION ANCHORS SHALL BE N ACCORDANCE WITH ANCHOR MANLIFACRJRERS INSTALLATION INSTRUCTIONS,15,AND ANC140M SHALL NOT SE USED N 9U�L SNREIN87HSREr THAMTHE MINIMUM 1238 JASARA AVE. SPECIFIED IN TABLE 1,SHEET 8. • • • • • • • • • NORTH PORT,RL 34288 • • •• e e �•e�• • PH.941-3W1574 8.ANCHOR EMOMMENITTO SUBSTRATE SHALL BE BEY( WALL DRESSING OR STUCCO FOR CON�'(ErCMU OPENINM EMBEDME T SHALL BE B6YONDKEC U�ED SSIB�my E •• INSTALLATIONS TO SOLD CONCRETE OR GRm1T FlLL�CMU MAY NCLSCE BUf D01�T REQUIRE 1 X WOOD�C8 BETWEEN THE PRODUCT AND THE SU ••• •• • • • •• INSTALLATIONSANCHOR SGH�LAE INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRAT AND SUBSTRATE NOTES IL 7.A MNINIJM CENTER TO CENTER SPACING SHALL BE MAINTAINED BETWEEN Al L FASTENERS:r FOR MASONRY,1-F OFI WOOD AND METALMW ::.. M WOOD OR MASONRY OPENINGS,BUCKS AND SLAC FASTENERS SHALL BE PROPEF L.Y DES(< M BY THE AFCHITECT OR ENGINEER OF RECOM AND NST W L a TO TIe%MWC WE. ADE 0 07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTFI REOUNNAGE NTS AS SHOWN N TABLET,SHEETS.CONCRETE AND MASONRY SIJB87MTES MAY►�T �. • • • • • • •• • • • • • •• • • IL SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE�INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VIB(810N C4FTHRREF�ERE�E DOLTS: FMA*~100(FIN WNDOWU FMNAAMA 200(F LANOE WINDOWS),FMAtWDMA 2ag(BOX W KX NM.FMNAAMAjWDMA CMR1OR 1 •• • • • ••i ••• CSWS 181 C SHEET 1:20 3OF8 ••• • • • • ••• • • • •• •• • • • •• •• MR EMBEDMENT TYPICAL HEAD ANCHORASE IEE TABLE 1 SUBSTRATE OTHERG EDGEINTERIOR 114'MAX SHIM SSEEE I MIP.EDGEStd TABLE 1 DIST. SUBSTRATEBYOTHERS MR 1900 SW 44TH AVE. SEE TABLE 1 U4'MAX 8amrSEE TABLE 1 OCAt A FLORIDA 34474 811BSTRATE 1JY OTHERS wWW.CWs.CG t EDtiE DST. SEE TABLE i SEE TABLE 1 BYMR EMBEDM (METER SS EALANTSEE T ES M TABLE SEE AINCHOR am PVC RAW AND OUT MAL EMBEDMENT C IT SEAL.APR'BEtAND SEE TABLE 1 IMPACT FLAN BY INSTALLER 1W MAX SHIM TERSEALANT PE18A@TELI SEALANT r� BY�ALLER I�ySIDEANDWJT _1 G IISEANDOIJT WrALLATIONANCHN IL W W .. SEALANT( SEE TABLE 1 -Q�9 FLANGE BY INSTALLER SEALANT BEHIND, INTERIOR FIN BY INSTALLER INSTALLATION ANCHOR B Pt�ONTA48ECTIDN �� FORIZt2,ti'ALBECTION SEE TABLE 1 a TYFICALJAMBAPI210AAGE �gJ rdsrmm E a _o HEAD AND BILL SIMILAR FOR FIN INSTALLATION X � �° NOTE:ADDITIONAL n-IRu-FRAME ANCHORS � � g (AS SHOWN IN DET.8A3)RECD AT THE HINGE s SIDE JAMB,SEE SHEET 8 ANCHOR LAYOUT. � 114'MAX SLIM v m H�ANGE BY M19TALLIS _aha PERRIETER SEALANTBY DWALLER MR At P�'� T4► ENT IASI7EAND OUr �T� vp �� G SUBSTRATE BY OTHERS BEETABLE 1 MIS.EDGE DST: t SEE TABLE 1 BTATt? OF ipt" HEAD BY INSTALLER BEALA1NTlANDERSCREW B 1YPICAI.>BLISU.ANOHOAAGE �g��tQ �.''�0�% � +Ilgf4N`-A TABLE t:APPROVE IItBTALAJUItOlI PAS79MM 4110=15 tRFLANGE LUCAS A.TURNER,P.E. CONCRETE{ZO KSI MSL! 3H6`IIW TAPCON 1-112" 1418' FL PE It 68201 PERIMETER SEALANT 000 • • • •• 1238 JABARA AVE 2 BY INSTALLER • • • • • NORTH PORT,FL 94288 CONCRETE(2S5KSIMK) JM�ELCO ULIRACON 1• 1• u�ANDOUT . • •• • • • • . PH.841-380-Y674 (! H dVAL8ECIRW ••• •QFiDt>T-FOJ.ED f�4AU( 1M O� 3/1�EL!CO ULTRAOOHI 1-114' R11T gg�D�� ^'• • LADE 2XMK SOURfERN PINE(Qd0.55) 3f1S'ITW 1-918' . FSJ WD 8 —Ff�1B&NALLATION OR E=ULIRAOD N INSTALLATION DETAILS FLANGE 2X MR SOVIHERN INS(Qe %) 810 WOOD SCiw 1-w 718' FLANGE REMOVAL NOTE:PARTIALLYOR FULLY REMOVING THE FLANGE FLANGE ISGAUM YD EKS MIN.STEEL SILO 870-18 KLTI KWIC-FLEXOR ITN FULL't}B�AD Ing UP TO AND INCLUDINGmA BOKW-GAME APIPL.ICA1nDN IS ACCFPTABNE PROVIDED: (33 IEL AAWJ TSBJ�iLLI NG SCREW THRU(LOW • • • • • • • • • • ADE 05/05/07 LAT•AWM.(801G-TS MR)OR 810 GRADE5 SEIFTAPP / FULLTHREAD -MIN.1W FILLET dF C3NN5WA00MKWhhNCEWITH RADF�HFVA i,�lA.�I�PLIEDF1AI E V8"STEEL 03 KSI MIN.) DRILLM$CRAW THRU 0.125 �8' INSIDE AND OUT,Fp f3i PETI NSFAI&E E • • • CWS-181 C PRODUCTANCFIGI E RE81UORNa TS AS SHEET FIN MW 8PRUCE r.:��(fl.0.42) W0w StVV 1 1Pl' 7/18° SHOWN FDTi RANGE WINDOWS. 12 8 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 2 4 R HorldaDPOWtv sms ftm I Log u, !user R%mranon ma-roples ! am-it anheros stw&Fads ; Furl mwn5 rr c ss t ff OCESS SIN i ln6 I-Wx L Buses Product Approval Pro SSl na �:P,W uw Regulation > >AnW1cftn >ApPllaal-o•coe FL FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments •••• Archtved ® • • 0000 0040•• •• • • ••• • Product Manufacturer Custom Window Systems Inc •••••• •• • •••••• • Address/Plxme/Emafl 1900 SW 44th Avenue •••0 4 0 4 • • Ocala,FL 34474 •4 4 4 •• • i....0 (352)368-6922 0 • • • • ekoss@cws.tc 4••• • •• •••0• 0004•• 0 • 00040 Authorized Signature Koss Erin •• •• •• •• •••0•• • skoss0cws.cr •••••• • • • • • • •00.0• Technical Representative Erin Koss • • :4 4 0•• • • AddreWPhone/Email 1900 SW 44th Ave, •••• i •••• i 0.4•: Ocala,FL 34474 • • • (352)368-6922 Ext 291 ekoss®cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jisthropeows.ce Category Windows Subcategory gybe Hung Compliance Method Evaluation Report from a Ronda Registered Architect or a licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Morlda Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Rorkia License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 63 Validation Checklist-Hardcopy Received Certillcate of Independence FL16177 RI C9I EvalReo CWS-8128(5FI-6100 IMA NoSiilAnchl odf Referenced Standard and Year(of Standard) 5111111111111119 YANK AAMA/WDMA/CSA/i01/I.S.2/A440-08 2008 ASTM EL300-04 2004 ASTM E168"S 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certilled By http:/twww.floridabuilding.org/pr/pr_#pp 4tl.aspx?param=wGEVXQwtDgvyf4ngAXhloy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Dale Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Sunwwry of Products FL It Model,Nrnnber or Name Descriptlon 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant wirlfy Limits of Use Installation Instructions • • •000 •••••• Approved for use in HVHZ Yes • Approved for use outside HVHZ.Yes Verified By:Lucas A.Turner 5 1 0 Impact Resistants Yes Created by Independent Third fel"Was •• • *00000 Design Pressure:+70/-70 Evaluation Reports ' Othen SH-9100 PVC Impact,no all[anchors "'•" ' ' ' required. FLi6i77 Ri AE D�pnnt PVB NOA 13-0129 ZZj& •••••• Safety glazing required on outer lite above 30 th In HVHZ, FL16177 Ri AE �plRgp�jrac �sl1_Rato • • Glass complies to ASTM E1300-04. NoSillAnchl.ndf- •••• • •• ••••• FL16177 RI AE Quanex(MW • • Created by Independent Thi as ""' • • • • • •••••• lam:: 1 85o.487-1sx9• • •••:•• • • The sista of Rorhfa is an AW010 amD1oyv. Under Fladde law,anD addrmses are Pub4C recede.Uyorr do not went MW e4wo address reftsed In MPOM too pufA1<tirecm is request,do Mood dk4+onk mail to this owly k stead mroaetare of tm W ph*=or by bWWDnW MO.IrVou have MW*N5*rw,pts m 850.497.1995.*Pursuant to at/C 1455.275(1),Flmtdo ataWOes,eamtbre odtaher 1,2812,1 Iii Under Chau'485,FS.want prowde the DepaRmam w th an emee address r that 1�ra one The emus Provided may be used for oWd mnnonkaton with the d.8 yea do sot wbh to Supply a Pero"address,please provide the Deparimerd WM an Smog addran which can be made avallable to the pOir-TO detetNne a you we a Ikelaae under Chapter 45%P.M.please dick)20L,. Rgduct Apptesrel Acceptta: W 19® lamtbmt mita a http://www.flori&building.org/pr/pr app dtl.aspx?pa=--WGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 312B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer. Custom Window Systems,Inc. 1900 SW 440-'Ave,Ocala,FL 34474 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 theme. Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The;duct teMV ••••:• standards performed are outlined below. •• • 0• V: • •••••• •• • 0000•• • Technical Documentation: •0.0 0 0 :....: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Pt»;t, .• �.• '• • .. ..... 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. ...••. •.;••• 3) Test Report NCTL-210-3815-I A,-2,and-2A,by National Certified Testing j.%bprdtories,'• .: •.. Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed:•TAS201/202/=- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I1SIA40-08 . ....:. 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,W 0 Installation: Units must be installed according to approval document CWS-812B. •• • Limitations of Use: This product: • May be used in OIX configuration in sizes and with max.glass DIA heights as shown in CWS- 812B Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Bade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s'Ed.(2014)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. yl 4 4�4 No .5 1 4/18/2015 91; STATE OF -"Ar Lucas A. Turner,P.E. FL PE#58201 "�.iP ••.j.0 R+ � �•• Lucas A. Turner i14A i �0 +� 2©15-04-18 22:20-04:00 SINGLE HUNG - LAR E MISSILE IMPACT , THE PRODUCT M40WN HEREIN R4DESIGNED AND MAKWACTURED TO COMPLY WITH THE FLORIDA BUILDM CODE"M CURRGVT �^ EDITION WOUMING THE HIGH VELOCITY HURRICANE ZONEifIVHZI AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA34474 IN ASTM E 1999 PER THE FSC. WWW.C".00 2 GLAZING OFrIOI�S:(SEE SHEET 2) sa ve�Max OVERALL r WlDT WIDTH 3.CONFIGURATIONS:"=. 8100 PVC s�718"MAX INdif WIDTH SINGLE HUNG 4711119'GLASS OLD 4.DESIGN PRESSL1gE RAT04(i IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER ,� a INFILTRATION TEST PRESSURE AND PLASS TABLES as IH ASTM E-1300. . _ 1 S ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED 8� MAX , - -- IN THE DESIGN OF THIS PRODUCT.SEE SHITS FOR ANCHOROVERALL FLANGE DETAILS.WINDLOAD DURATION FACTOR Cd-1.9 WAS USED FOR WOOD HEIGHTIF ANCHOR CALCULATION B I V BQuum S.PRODUCTAPPROVED FOR MWACT RESISTANCE.SHUTTERS AMOLD � D 7.ALL FRAMES AND VENTS FULLY WELDED.SMALLJOINT SEAM SEALANT 91 ar I I AT RX60 MEETING RAIL AND JAMB. MAX HEIGHT S I cc UNIT SERIES/T400EL DESIGNATION SH4100. 9.THE DESIGNATION X AND O STAND FOR THE FOLLQtAflhK9 I x-OPERABLE SASH,O-FIXED SASH wwl(rm d MAXt t 10.LOCATIONIONCALLOUTS APPI Y TCY ALLELEVATION IN A SMAILAR SAW µ� XDLOGTR t e 11.EXTERNAL WEEP SLOT-1/T x 14W LOCATED 4"FROM BOTH ENDS. "as m' a, .Ti No 58241 'A� 4- -- - TLIfflBtA STATE OF a q 2015-0411 Ala;-��y c 46 DLO z:z MAX 46 i WIDTH M„/2015 LUCAS A TURNER,P.E. FL PE#55201 •• ••• • • • • • •• 1=9JABAFIA AVE • • • • • • • • • NORTH PORT,FL 3421 • • •• • • • • • PH.941- 1574 • •• • • • • ••• of •• • • • •• GENERAL NOTES AND TABI.EOF CONTENTS ELEVATIONS GENERA &ELEVATIONS._.^2 ••DESIGN PRESSURE • • • • GLAZING MAX. UNIT SIZE re T e1s 112 SECTION VEW8-- - ........--.3 •••• IMPACTRG EXTRUSIONS 3 BO.M.- - -„.....4 TNG I � CT• CWS-812 ANCHOR SCHEDULE L"MS- --s 51-7/8”x 61-3/4° 70 PSF WSTALLATIONSHEET q 1:15 1 OFS • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ampp 5 wmmaw sY mEm 1800 SW 44TH AVE. OCAIA.R.ORIDA3"74 www.cm.cc 81W PvCi SINGLE HUNG MMPACT CI N �O 714 OV@LALL INSULATED GLASS 7Ar DYERALL WMATED GLASS 118'ANNEALED CR TEMPERED f$ANNEALEDOR TEIVERED m 7114 AIRSPACE 7114 AIRSPACE N '' 5114 LAMINATEDOuM —SM 4 LAMMATED GLASS 1Ar ANNEALED lAr ANNEALED �gy .SST PVS INTERLAYER BY OUPONT AST PO KrERLAYER BY D WOW c tAr ANNEALED 1AY ANNEALED MALASEAL SYTR¢SEAL DURASEALBYTRUSEAL PURFECTQLAZE If OR SIKAFLEX 552 PURFEWTGLAZE IW OR SIKAFM So 1-1<M 1/2W GLASS SITE fat°ctLAB86TTE i00, DREW 4 Ar----:3 rJ?i ew s8�4 t _ , * Fa .�P�; STATE OF iIV-f 7� ;LrM eAeH LTTE M 12013 LUCAS A.TLRITIER,P.E. FL PE 958201 •• 000 • • • • • •s 12$8 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.841-m3.1374 • •• • • • • ••• • GLAZING DETAILS ••• •i• ••e ••i ••• ••• SAT 08/18/12 • • • • • s • • •s • • • • • • OWS-812 S 00 smor— SHEEP 1:1 2 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 060 0 0 BrTFAIOR frifi'@� 1800 SW 44TH AVE. OGAIA Cw&� 34474 8100 PVC ® SINGLE HUNG IMPACT Yl N 1 1 �� $ SECTION g s 4 NOTE:LEFT SIDE SHOWS FIRM SEIrITON NEW, c� a RIMITME MMS SAIIH M11ON VM. o_ E IV 1 s � 8 �$� �3. N• sego, :5i�� 1y1Q'L�ti BTATH OF yar Nm z� 8 411MM5 2 LUCAS A.TURNER,P.E. FL PE*56MI •• ••• • • • • • •• 1239 JA&W AVE. o s • • • • • • • NORTH PORT,FL 34288 • • •o • • • • • PH.841-380-1574 SECTION A A SECTION VIEWS wmsr MM- oo• oio ••• o•i ••o •o• RAT 06/18112 • o • • • • • • _r. NOTE:ITEMS NO7SHOWN FOR CLARITY* o f i• • •o i • o o f i i CWS-812 B 20,25-28,W37,44,51-52,5&56,84,87-80 8 •• • •0 0 0 ••• • SHEET 1:2 30F6 ••• • • • • ••• • • • •• •• • • • •• •• PARIS LR7 FRAME 1�Nt� HELI PAIR# N MA11�4L 3 �1 1 FI.8031 4Aalrr Fr., M8v0rr ffl 2 FE8031 Fr.,8H, .,P11C Sib n FF++-- WO�CM/691RB4S 3 H4031 MO Fr., H, L.JL Nkmn f I "� r-2311fr ISM SW 44TH AVE 4 H4 W Fr.,SH tlPO4. R.A Adi I 2 ,Ij -II WWW.t'dNS CC 34474 8 fm= 81 4 e 8 Seah MWL RA PVC Mkm VWJ 211118 1$fA". 18eP 12 1487 Rei h sae Meet. VC Maaore Altmr fn8° 8100 PVC ill 10 Bash Bottom Rel AVC MownLr 1nr tn6• OCIRMR WELD �M�� YM (ALL 6112M 13 s 14> . . .1i/8. .F'Fooi mom PVC FPJM FLANOE4=1 PVC BASH 8141.RMAIM PVC BASH TOP RAtL4w is IWACT 1a s�aea .Bd.,718' 1864ms PVG,Hpiz 18 14 PV Vett. 1 IN 8se 1 /Fidp, Vert. Mom 1 t112 23 1 ntoNximext,SBR ark Agnn 13n6° c 24 POW 1 6n8� f4� 25 P3059 &sh Cam. V B$1 � �� m a P3783 uxk�tmTelfa pVC B9W SS a -�»-tne• idt9' 2LE& 1n8' rmMEE'ra� Pj& 8] � 4088 myeat,PVC tne• E a 30 P•321S W Coeet Y8 Geer Plaetic REINR,WALT FOOK•1112 f� 32 P 3428 W 0270 x Mo FMeel U&akb FWC BAtilt 91�RAIL-6064 FADRAIL-t&� 37 P4638 Faghm l SW— tc 98 P37M 88 x MW5 Ph PH am Hub CAY 39 4051 W x 1.260 Ph FH TEK, Hub flet t � eta• 11!8 AO P 428414188 x 314 FH PH Hay Steel r I ® 6✓18•� Q 44 P3342 8tlmrl Saab,SM3504 Schnee 7Y8 i_��y}L I— 16118° 3 a 45 P 1 8M tne^ 1 0! 47 P34M Satedmt:G2mPWMCI{yeLe'FW V18' IN 61 P-MW Sol.Blk.,85 W..t/8'x Srx r F.Lm a Rutilrer FVCBABH STOP-Ban PW OOi�V CAMH-013 PV I'M RA8.COVEH- PVC BCREHI r•W4 ��y� Be P3813 Pro ��Q � ss Sash9 18 E62 O wv 3f4' Sm° tM• r, �1 `t`nA r 54 EE SR EET2 L� 1 8*t * '*tC 82 P3218 Fr11ma, T 88 3281 tRtd' 6 tne• 1n8 r tnr 7�_ }� STATE OP 1-_ 83 P 3218 Frame,Vert AI's' F1EMF.8LRJS B.R-7498 RSW BTM RAL:-few R8W.TOP RAIL-t497 PCM AZWO BEAD-6084 �4c�p tp,•�4�� 84 P-3+CL1 Frame P-S581samenCbth,18 NIS FoggAm Fumulaw $h8j0MAl � 66 P-3?28 Bomen pft.155 M,Bpc. Oapaving Li 67 P3029 Boman Full Tab Aprm SS F-W Mss Fl.BMW 4111=5 13 Saw supw kw PiH; Pleatkxt 7LUCASA.TURNER,P.E. t H 1838 Alam Faced Rag Agra LUCAS ane. FL PE 9 5=17E (�Dter'Fhca<t Ran 1NAQor1 I •• • • • • • • •• 1289 JABARR AVE 1 MWk Alun • • • • • • • • NORTH PORT FL 34218 74 •�1 40 x 112", Head TEK Featerdo I stow PH.9413 -1974 UNE ITEMS NOT USED: 1 dna' � • • ••0 ••• �� 8,7,11,16,17,21-M 20,31,33-38,41-43.4S.49•S0,83,57-61.889 BOM Aldo EMUSKM 7� U18 11CFON 181PPCRT-3113 IMPAGTF10dK ••• •�• ••• ••i ••• ••• BAT 013/18112 51877 • • • • • • • • • •• • • • • • • NOTE ALL EJCTf1U8IQIdS ARE ALUMINUM 6083 TB UNLESS OTHERUVlSEE NOTEDOV46.812 IS. •• • ••• • ••• • WIPI& SHEET 12 40FS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r V MAX UW.) ,T•MAXDC Cm'? VWNDOYNSY))1BV8 W MAX.UYR) I ON SIN 44TH AVE. OCALA.R.OAIDA34474 tOtll ; SEENOTE2 8100 Pvc MAX O.C. Q SINGLE HUNG INWAUATIMa IMPACT I tour w MAX O.C. Z CTYP.) a•tNPd NDAI +oRBII:puIR@DINsaL ��r,_ g A,�.,.,0 LAVOLIT-iRgs�na 'GBdt~ y�°'y 3+T: Ne 3$loq �p tM sa (VOTES: '9 STATE OF }t��4 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUfRED W SILL ��_ 'a�d`0,1% Z SHIM AS REO AT EACH R48TAUATIOV ANCHOR USM LOAD BEARING SHIMS,MAX.ALLOWABLE SHIM STACKTO BE tfir.USE SHAD WHEFIES+ACE OWTER THAN 1HlrIS PR68ENT. LOAD gEAF�K}SHIM SHALL BE 8'��ONAi�`� CONSTRUCTED O F HIGH DENS"PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. yrp 3 ANCHOR TYPE,SIZE,SPAC M AND EMBEDMENT SHALL BE AS SPECFM IN THESE DRAWINGS,SEE TABLE 1.SHEET& 4111=16 BE PROTECTED TO PF 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTEb WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS O1 MAn744S IN C ONTACT WTIH PRMURE TREATED WOOD MUST LUCAS A.TURNER,P.E. EVENT REACTION. Fl P6$5=1 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCFCORS 8W6LL�BE�fYS IN 1239 JABARA AVE SPECIRED IN TABLE 1.SHEETS. • • • •& i rSjyM r LF STH N THE MINIMUM NORTH PORT,FL 34288 • • •• B.ANCHOR EMBEDMENT To SUBSTRATE SHALL Be BEYOND WALL DRESSING OR STUCCO.F#1 ETFJCM1R)OP • • • • • PH.941.38D-1574 EN1N08,EMBED&%ff SUL.&&y&dW& uc&IF USED.INTO SUBSTRATFa INSTALLATIONS TO SOLID CONCRETE OR GFIOtff+7LLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN Till(PRODN®T ANI94-HE SUB SIRAWe* ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. NOTES T.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS,3-FOR N 1;1•FOR WOOD AND METAL • ••• • ••• • • BAT CWS/12 &SUBS A MASONRY MEET THE BUCK AND BUCK NGT REGU REM$HALLBE PROPERLY DESIGNEDET THE ARC2 E ECT pi ENGINEBR Oi RC-0OAD AND+IVSIALLEDR9O TRANSF�ER4YIP�b LOADS TO THE STRUCTURE. 8UB8TRATEB SHALL 6dEE1 THE MINIMUM STRENGTH RE{X164EMEHffB AS BROWN M TABLET,8HEET&CONCRETE AND MASCOVRS•SU • • ••��i ES �i�C�D' •• • • CWS-812 Y B 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE By OTHERS Fa[ E TICS UOCUMEM1TCB: RWAAMAIODPNWINDMW%F%WAAM MOWLANGEW9VDON L RAMNOM29CPMWtND�1tBy,FkWAAMfW IIMA430I{ SHEET 1:15 5OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICALHEAD ANCHORAGE 1 MR EMBEDMENT A9N. V my EDGE 018'T. BEE TABLE 1 SUBSTRATE 1>�SW 44TH AVE. SEE TABLE 1 114•MAX SHHA BYOTHERB SUBFMTE BY OTHERS SEE TABLE I OCALA, SFLORDA 34474 8F6 TABLE t W WVV 00 MR EMBEDMENT FFYNEMERINSTALLER�� SEET ABLEI BISIDE ANDOUT - MR EDGE 81W PvC INSTALLATION ANCHOR SINGLE HUNG FLANGE BY INSTALLER v4•MAX SHIM SEE TABLE 1 IMPACT SEALANT BEHIND a_ a @V aWALL STER SEALANT STALLATII ANpHOR INSIDEANDOUT SLB:TABLE 1 SEALANT BEHIND ,• EBV INSTALLER CONTINUOUS DOUBLE BMW BEADS OF B H dTALSECT�I _ $ „ TREMOLAZE UISW SEALANT AROUND 8 7YPK A!JILMBANCHDAAQE PF30k�T13t AT ALLNTMONEQ POItd18 BEIWFfJd FRARIE AND BUCK BY OdSTALLER n 114 MAX 9NM G SEALANT BEHIND RANGE BY WTALl6Ft II I PERMETERSEALANT At Tm<M BY WSTALLER MR WABEIDMENT INSIDEANDOUT SEE TALE I SUBSTRATE BYOTHER6 SEE TABLE 1 .y No rrgZ01 � - EOG£DIST. SM �� w > FABLE 1 A VERTCALSF•C11ON %% STATE OF F+D 8 TYPP ALSlLLANCHORAGE Sit' G` X� TABLE 1•APPFKWW P TIENERS 4/1112015 LUCAS A.TURNER,P.E. $ TWB MILMIEW FIL PE#5=1 (20 K81 MR) 3118'ITW TAPOON 1 112 f• R•• • • • •• 1�JABARA AVE. 2. • p�pE • • • • • • NORTH PORT.EL 342LM WIE 66 KSI MPI.) 3f1lrELOOULTRAODN 1• 1" '• •: • : ' ALLIwrm PH.541.380.1514 GROLITFALED CMU(ASTM 080) r ELCD LB.7RAtON1-114" 2d12 ••' ••i '•i' • : AND 86A1 Box u�TALLATKfAI SMr 9t FAIN SOUTHERN (Q-0 5v� OR ELCO ULTRAOON t-W 7w INSTALLATION DETAILS 2c6t9v SOUTHERN FLANGE REB�/AL NOTE:PARTIALLY OR FULLY RENOYING THE RANGES, P0�P4AM 810 WOW SCREW 1-�8 7fi •UP TO AND INCLUDING A•BO*FRA.EAPI=TION IS ACCEPTABLE PROVIDED: . 18 GAUGE(0.060°)mm elm STUD #10.18E{LTi KWX+LEXOR FFW FUU WlEAD C I Yea D M" TEKS SELF•�1#FD SCREW THRID G.OB0' 711 i i M61.114'F&Ef OF GISTRIjCT}bN'xiR�3E ADHESIVE CAULK IS APPLIED BAT 08/18/12 11�STFEL 75 MBR)OR 810 GRADE 6 �TAPPMI F{3 L1HF�AD •• INSIDE 11ND OEUT,11UM PBRFMKIK NYa W�W�ALL.EFL GWS-812 B DRUING THFiU 0.1 711(r 000 -�IX:T SIS IN i" Willi RECRIIREMBdTS AS NONE SHEET 12 80F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 2 i M1T r Into F �d BCIS tionte I Lop In . L42W RMi OWM &&r t&wCtww Stats®FPCW F".ON tP n5 Bus nes ! pradudJlpproaal Pro eSON :PUNtLim Regulation Pmduct Approval Mom> >AnDUcsUan >Aw1k atlon oeteR Fl.# FL16736-R1 Application Type Revision Cade Version 2014 Application Status Approved Comments •••• Archived ❑ i ••• •••••• ••••�• Product Manufacturer Q Window Systems Inc. 0:0:00• •• • too*:* Address/Phone/Email 1900 SW 44th Avenue 0000:10 • • • Ocala,FL 34474 •••i 60 • i•0••i (352)368-6922 • • • • • ekoss0cws.oc 0000 • •• ••••• •••••• • • ••••• Authorized Slgnature Koss Erin •• •• •• •• •••••• • ekoss®cws.ot •••••• • • • • • • •••••• TwAnical Representative Erin Koss • • i��•�• • • Address/Phone/Email 1900 SW 44th Ave. ••• i 0000 •••• Ocala,FL 34474 • • • (352)368-6922 Ext 291 •• • ekoss@cws.oc Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathmp@cws cc Category Windows Subcategory Horizonte!Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 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 Asiam ee Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Eb Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R1 COI EvalReo CWS-871B-MS-8200.74x63.TMD)nrls Referenced Standard and Year(of Standard) llukWINA Year AAMAjWDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1995-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By htq)://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDqugobl%2fZm6... 6!24/2015 Florida.Building Code Online Page 2 of 2 , Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/2Z/2015 !'summary of Products PL# Model,Number or Name Description 16736.1 H&8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,740 x 6��Cg or OX. • • ••••s• L1mRs of Use installation instructions • • • • Approved for use in 1fVHZ Yes Fl 16736_111 II 012 74x63 94PPI! • Approved for use outside HVHZ.-Yes Verified By:Lucas A.TurnerI�M4 e• i• • 90400:9 Impact Resistants Yes Created by Independent Thir$96.3%Its • • 0 Deelga Pressure:+60/-60 Evaluation Reports Other large Missile,74"x 630,DP+/-60 W.Outer Ute in • 0••••0 I.G.must be safety glazed when used above 30 It.in HVHZ. Fl�16773,Qdf6 Ri AE EvaIR� QX s•*••• Glass compiles to ASTM E1300-04. EL16736 RI AF Quanex 12-10j f 0000• Created by Independent Third earyra es •• •• •••••s • 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slide* IMPAOf,1111 x 631,XOX. •s I.Imita OfUse0.000• 0000•• installation Instructions Approved for we In HVHZs Yes F1i6736 R1 [I CWS-8698{YS-$10001++x63 IMPI odf :1640414 Approved for use outside HVHZll Yes Verified By.Lues A.Turner S8"1 • •s•• 0 • Impact Resistants Yes Created by Independent Third Party:Yes •••• 0 Design Puhassurm+60/-60 Evaluation Reports Other;Large Missile,111°x 63w,DP+/-60 par.Outer lite 1716736 R1 AE DilPont PVB NOA 13-0129 27.pdf In I.G.must be safety glazed when used above 30 ft.in ) .=6 Ri AE DuPont SGP NOA 11-0620 02.edF HVHZ.Glass complies to ASTM E1300-04. IMP).Adf EL16736 Ri AF Q r nex(M )NOA 12-1017 02.11df Created by Independent Third Party:Yes O KQ 1 ::1940 Narth Mon."Shawl_Taash� MUM aSO-487-1240 The Sate d RarWa IS an AAMW employer. :;lip :: under FbrNa bow,emae addressas are publk rewnh.If you do net war*your 0•"011 address released In respowe to a pubik-records request cb mg sand akdr0nk mail M thb 0ntky.InaOead,e0r t the afire by phew or by tradRbnal mea.R you have any clwshan%plasse om'et a60.467xvi.•Puna emt to SaWon 455 275(1),Flmide Wattles,dFaKdUbm Oduber 1.2011121.1 Ilaetsed under Chapter 455 F.S.must Drmitle the Depaltmeft with an small address K sWply a Posenal address,please W&Ada ft Deparbn0nt hfh an 00rta ed�ns which caean be�mede available to the publk�Dddm-n**If you amwd.Irarreda 0cere0e under Chapter 456,F.S.,pkm cede b lal, Ruda t ApWWM A=Opft sushim htip://www.floridabuilding.orWpr/pr app dfl.aspx?pamm--wQEVXQwtDqu8obl%2flZm6... 6/24/2415 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HWW,XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 40 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 5'b Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-lA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard L Ferrara,with testing performed: TAS 201,2Q'Z;7M `94,ASTM E 1886`07104/05,ASTM E 1996`04/0009,and AAMA/WDM4/CSA. 00 00 101/I.SMA440`08 •• •• 4) Supplemental Calculations to support CWS471B,signed and sealed by Lucas d;0V'u ..rner,PY. • 000 0000.. 0000 .. Installation: Units must be installed according to approval document CWS-871B. •••• ••0• 0000.. 0000. Limitations of Use: This product: . . • - .. .. .. .. 0000.. • May be used up to the sizes and daylight openings indicated in CWS-871B •. Achieves design pressures of+/-60 psf i...i• •••••• • Is Large Missile impact resistant and does not require the use of shutters • . . 0000.. • May be used in the High Velocity Hurricane Zone 00000 • • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 .. • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h Ed.(2014)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. 1 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. 2REW !�l1111iH� \�� 5I 4�Q f��vt"i E fl1$"�.N�Q�Id► _ No 58201 y,P O.,: • *• •* C # t STATS QR ;� + 0. ttr�� 4/18/2015 �`•,,fi'`• 0 Luc R �P�4,`�ti as A.Turner,P.E. 'pi s+p .SR O.0jas FL PE#58201 Lucas A.Tumer 2015-0418 22:21-04:00 i ORIZONTAL SLIDER - LARGE MISSILE IMPACT I.THE PRODL=SHOWN HEREIN 1sDESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BULDI NG CODE(FSC},CURRENT EDITON INCLUDING THE MEN VELOCITY HURRICANE ZCNE piyHZ}AND 1800 SW 44TH AVE. 3 RATED FOR Wpm ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E IM PER THE FICC. WWW.CWS.00 78 IW MAX OVERALL FLANGE WIDTH 2 GLAZING OPTIONS:(SEE SHEET 2) 3 COWOURATp�Or,°XO'. I PVCs 74•MAX LAST WIDTH HORZ SLIDER 8,q.GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATW DESIGN LOADS BASED ON,TESTED PFES AND GLASS TABLES ASTM E-t300.04. -POSITIVE DES=LOADS BASED ON,TESTED PRESSURE,WATER TUI� -- -- __ -- INFUIRATIONTEST PRESSURE AND GLASS TABLEB MAX ASTM E-1800.04. I j 5.ANCHORAGE:THE 331P3%STRE6fi INCREASE HAS NOT BEEN USED � 64114" T w THB OMMOFTHIS PRODUCT.SEH SHEETS FM ANCHOR B DETAM W@DUUSED®LOAD RATION FACTOR Cd=1.6 WAS ED FOR WOOD IqC HEIGHT t B ANCHOR CALCLUTLONS. S.PRODUCT APPS FOR TMPACT RESISTANCE.SHUTTERS ARE NOT I I I RECUT M THE IMPACT ROTARY LOL2t8 ARE INTENDED rO BE LEFT ' to UNLATCHED miFuNG NORMAL OPERATom OFTm PRODUCT,BUT ¢ W 2 MLWMAX BEFILYING DS ED pR{OR TO pO iJRE TO HURRICANE WBmfi AND lu HERHr FRAMES 7.ALL FES AND VENTS FULLYWELDED.SMALL JOINT SEAM SEALANT 6m USED AT F00ED MEETING RAI.AND HEADISILL j HEIGHT &SERIES I MODEL DESIGNATION HSS P3 O �G 4 6813h8' I 1 9.THE DES0IATIDrI X AND O STAND FOR THE FOLLOWING GLASSI! 1 8 X.OPERABLE WKb.FIXED SASHDLO AN s 10-SECTION CALLOUTS APPLY70 ALL ELEVATIONS INA SIMILARLOCATION ' I I o r No 58II0'I " a I 8 11.EXTERNAL WEEP SLOT-IW x 1"LOCATED 4"FROM BOTH EPOS. or + y Ica ,,STATE OP �W$ C s A Lues A. ` �.°•.P.a ``� .MAN DLLA Tumor �aAin 38 5/18•MAX SASH WIDTH 2015-04-11 15:18-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE 858201 •• ••• • • • • • •• 1229 JABARA AVE • • • • • • • • • NORTH pppT� 94E86 • • •• • • • • • PHI.I F 374 • •• • • • • ••• • 000 00: BNEET DESUMINW; GENERAL NOTES AND ELEVATIONS TABLE CONTENTS GENERAL NOTES S ELEVATIONS..........I • ••• • ••• • • ADE 10/10!18 SECTION VIEWs a GLAZING DETAM-2 MAX.MUNITSIZE DESI NSP SSU �I ACT RA'RNG e: NEWANCHOEXTRUIORIS E B.o.M.._....ES.._.........-4 7 •+t PS E MISSILE IMPACT cwsa�l B ANCHOR S�IE!%II.E&NOTES..»............4 pNSrmLATm OETAIS................_..._5 SHEET 1:15 1 OF S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9UTERIDR 7 ¢ DOOR 1990 SW 44TH AYE. OCALq,WRJSC! A 34474 t s WWW.CWSdx am PVC HOFM SODER MWAcr wa SECTION s t t NOTE.FIXED LRE AT HEAD c�g a,► AND SILL IS SIMILAR. a U) mQ$ -- WAD WVW HM nw) 81 (ffEMS 38>k� 77V OVERILLL Sri ; us ANNEALED orTt FRED 7118'aRBPa� �b{s'} &IV LAMP �'L�yC'•,'�S.�STATE OFF @@ Lpq(�ryp 118'ANNEALED '�;_��„R;r`'r@,4►i� OIV<Y PHS Ffi .M D11PONT PetB INTERLAYER 'why Mme TO HUiR FORCE W6JD9 7 4 v ffM 27)AT TMRD FDINTS lAr ANNEALED h t /� IfTF�I� PURFECTGLAZE W 4H!/ZOlS 81KAFLEXS2 LUCAS A.TURNER,P.E. FL PE#Wwl T •• ••• • • • • •• 4 1239 JABARA AVE. e 8 • • • • • • • • NORTH PORT FL 34289 • • •• • • • • PH.941-380-1974 • • • • • • tt2"GLASS WM •• ••• • • • •• SECTION VIEWS AND a GLAZING DETAIL SECTION A-A 1EAQ 1�@ Ayq� ummm, DATE' JOMI� S4QSEP I�OCFQrLOC%.w ••• ••• ADE 10/10/13 • • • 120• • • • • SEI`,TION C-C •• • • • • • •• • • �� ••• i• i•• ••• ••i ••• GLASSTYPEA CWS-871 B 12 SHEET 2QF5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • } PART9 LlEtT $ CORNER CONSTRUCTION PARI'�7 PTICIN VENDOR 111A'189AL 3118' 1 W1407 IROW.Sash Meet.Rd Keymetk Alum 1 t2° y yY 2 wing IROW.B.B.AA.S.R, Kaymwk Alun e 5 s i9WSW 44TH AVE. 3 H-IM IMeaL RaII,FAIL Ksymark Akan OCALA.FLORIDA84474 4 H-OW NWh Tcwl%L Rd M@man PVC 2 tins^ tn� Mir Vir 2 iff ,m8, www.CWS.CC 5 H-WO Main Fr.,SH,tri Fin..PVC lYlHmon PVC 6 14.8050 18ah Meat.RM,PVC MAmmn PVC mo�/C 7 14 1 Sash SUD Ran.PVC M kon PVC t" ,a 8 MOO MaloFr.,SH,afFlp.,PVC Mlkmn PVC PVCFRAMEF1AUKiE4l048 PMRAIL-1618 HORZ SLIDER IWA� 9 P-30211 amm Pun Tab $ � FW4M 10 P Shen Sprk�p,88 Huttey 17F 18118• 18116 11 P•3113 Slow PVC Team Pk1Mic rn23mV 12 P.9218 SOMM Frame AftmeW RaWam ��13 PSB Scn�Btt SpHro .165 pa.,BUt. � 1 111Ar 7 t sib' 18ne 14 P■1754 ScrM Frame Cmer Key MmetelNprml 1nr H1118' FDICDMEE 110RAIL < 15Pti1842 Scam S SM�04 Schnee MGM "PW EDTOQEt1�R WITH tu 18 P-M SBL elk.,85 CAB.,iff x 9/B'x 2'Lg. Ffw&Lowa Ru i PC SAM MTG.PAIL400 AAC SASH SIS RAL-mi FifC SASI4 T�IBTM RAII 6�2 P4G Ftl�D RAILCCVER-floes O to 17 P41131 W81p.,0.270 x.187 back F116ea1, htb Uftreo 18 P-3538 0 x 314•Som 7EK 2 Zinc Fates Step �, 19 P-4790 08 x 112°Trues PH TEK 2 Zft F88ter®1 Steel 0 arta' 2 bl 20 P-37W ICGP PkQ,11T Hob MBM Nybn I &. 112ir 18118" 1118'i_"' Q t2 21 P-9250 R*wSwhw Lads,kn PVC kttam SASH MTQ RAIL-14W SASH REW-I= 1'5Si �St 22 P-4779 Roger,Tandem kl8kll Nybn 23 P-4C8t1 118 x 1 114 Ph FH TEK,WhL Faete�l St" L � I t�� 3w� 7118° 1 t/d m "r 24 P-4= Keeper.hnpact,PVC hta>mck 7$' ins° ane' 25 P4479 Weep CBM aA Flap M8M Nye 26 P-4638 011 x P 1/2 Ph Tntes BMS AJmt Steel PLAN VIEY1r-tsW HDW� _t1W VIe, 1/te� .•`tOEN 27 P40M RaWy Lcok Sunken z"c 58.RJS.S.R..1408 RCLLERTRACK-1776 Ma 58201 28 P-41W Keer ep ,May Lock suble l aro S }f ty S*St # ane° 28 P-40M MO.,0AW X.1 19 ba*FinStal,Go Uftft , 7JB' • STATE OF Ea+ 30 P-4833 !Bard FasWw Faeterml !Feel O 1 I I �,�,, 4' 31 8.1112 Reft=mBid,HWA Keymmk Ahun — 1 8m"F� 7m° li 11 �4 iP :»:t il�y►� 32 S•1498 ROW,S.S.R./S.G.P. Keymmk Akan 11' 34 54776 R1tTmak KBymmk Ahan 11re° imr PVC QLAZWEAD-6064 GLAZEB ao-1,12 35 8.19118 FWW Hook,HSL,hpuM KWmmk Akan PLAN VIEW40M PANE.MP CATCrH-2= sB'1AT f 1A3• ,wta• 38 S•2W0 t CAttch,Head,Impact Keyma k Akan 37 S4 AnO Lit mAmmt PtA; wIr LUCAS A.TURNER RE. 38 8.11013 A ftt.,W Nib.PVC mw= Pvc �h a-may trr ,ntr I 4/111-15 na• FL PE 3 t=1 39 88014 nAdgL,PVC Mtkrott PVC RGO•pBUPPORT�Tts• • • •• PYC ENGAICH-801s FT Nfl��AVE. • • • • • • 40 844 Fk W Fled Cow Mkmn PVC •• • • • • • PH.941-M-1574 • •• • • • • • • • • 41 S-8084 Qiezklg Bw C48iIa all PVC • • • • • • • • • snr t ' smMmumqur--- 42 CS.A83 ISEE SHEET2 CApL *+CiLASB •• 000 •• • • • •• 43 Ptateat C 'H',SBaFlBx IWMISUISIDaore ing. BOM AND EXTRUSIONS WC tK#iEH�I SUPPCtRT-8014 • • • • • • • • • • ADE 10/10113 •0 0• • • • • • • UNE ITEMS NOT US® NOTE:ALL EXTRUSIONS • • ••• CWS-871 B 33NNT ••. • SHEET 12 30F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12 ttP°AJAX O.C.(TYP.) —31 �) 1900 SW 44TH AVE. r MAX M) 1�3 E 2 C MAX f W,) r MAX MM(tYP.) OCALA,FLORIDA 34474 V MAX MM.) � a 4•MAX(TYPa SEE NOTEa WWW.CWS.Oc IMST am Pvc ANCA{�) ; ; INSTALLATKNN HQRZ.SLIDER awwc oa ANt&WRCIYPa IMPACT crYPa 1�OC O V O /� �4 m I o ANCHOR LAYOUT-tFtan,rsF, AhVVOR Your-(EN � mag O��REW �.y+�flBAtS *i t SNFS NOTES: ME STATE OF go, 1.INSTALLONE ANCHOR AT EACH INSTALLATION LOCATKA4.SILL NSR SPACING SAME AS HEAD. S.y�i l��a O R%pl�d� SiipHmLN► 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.AAMC ALLOWABLE SHIM STACK TO BE 1M.USE SHIMS WHERE SPACE GREATER THAN 1l18•IS PRESENT. LOAD BEARING SHIMS SHALL Be CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ..� S ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET& 4111=5 4.ALL INSTALLATION ANCHORS MLXT BE MADE OF OR PROTECTED WITH A CION RESISTANT MATERIALOR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 919 1 •• •• • • • • • •• 1239JABARA AVE a INSTALLATION ANCHORS SHALL BE M ACCORDANCE WITH ANCHOR MANL�ACTURER S INSIIIU ATgN A�L iNU7 gE t>8Eo IN SUBSTRATES W LTH STFNGTFS LEGS THAN THE MONBAUM STH PORT FL 34288 SPECIFIED IN TABLE 1,SHEET s • • •• • • • • • PH.941-380.1374 • •• • • • • ••• • S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FORINSTALLATIONSBE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS To SOLID CONCRETE OR GROUT+IUM CABG MAY INCLUDE BUT DO NOT AEtBJRE P AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X B�BETWEEN THE PTAND SUBSTRATE. NOTES 7.A MINIMUM CEWER•TO40ENTER SPACING SHALL.BE MAINTAINED BETWEEN ALL FASTENS:r FOR •MA•90•x',1,FOR WO111 OD�METgL • S.WOOD OR MASONRY OPENNGS.BUCKS AND BUCK F SHALL BE PROPERLY DL6ILBN CSC EER R D AVD INSTALLED T D TRANSFER WIND LOADS TO THE STRICTURE ADE 1 O/1 D/13 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,S� �D INR y1BAri6 MNY NOT BE CRACKED. • • • • • • OWS-871 B 9.SEALING AND RASHp STRATEGIES FOR OVF3TAI L WATER RESISTANCE OF INSTALLATION SHiJr.•BE DANE•• BY O144ER3 FORLOWIAXI"CxJx RRL7YT VERSION OF THE REFERENCE DOCUMENTS- SHEET FMA/AAMA 1p0(FIN WINDOWS},FMAIAAMA 20(FLANGE WINDOWS),"ANWOMA 250(BQX WIN30WS),FNWAAMAMOMA 300MXTER*R DOORS) 120 4 OF 5 ••• • • • •• ••• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • UK TYPICAL HEAD ANCHORASE SEE T� � 1 EOLMOMTE BY OTHERS MN.EDGEDIST. 1I4'MAX am SEE TABLE I MIN.EDGE DIST. Wmmw SYSTER78 SEE TABLE 1 SEE TABLE 1 BY m} pg i900 SW 44TH AVE. TABLETE BY OTHERS t/4 MAX SHIM FSE TABLE 1 WWW.OQAlMCcFLORID84474 SEE f YVWW.OWBA�: MN.EMBEDMENT MN.EWE DIST, PERMETERSEALANr SEE TABLE 1 SEETABLE1 BY INSTALLER am Pvc INSIDE AND our INSSEE TARE I ANCHOR HORZ,ODER SEE TABLE 1 RASE BY SEALANT BEHIND UK �1V MAX sMe0TABLE I"� MPACT m a PERNETE SSALANT ER .Y�p�4TpLLER ISEALANT NSIDEANDOOUT DOW AND OUT p INSTALLATION R SEE TAW INSTALLATION BEE j< FIN BY INSTALLER w HOAtZOrtrALBECrION � RGORtItONrALBECn�t TYPIOAI JAAwla/UiCHORI TYPIOALFMA pA3E ^ I HE7�AND�LL 80AlLAR FOR FIN BISTALLA110M m ••W ur MAX SMSEALANT'BEHUID RANGE BY INSTALLER Q maZ BY CALLER IIT INOL EM ADMENT pip ROM AND OUT SEE TABLE 1 SUBSTRATEBYOTHERS ai.F NO am4 �'p SEE TABLE 1 W EDSE DMT. S*Cs A VERTIC4L8ECTI�1 l3EETA8Lf1 A s STATE OF j--Ma TYPICJiLSILL 8�O1VA1 TABLE I:APPROVED U18TALULf=FASTENERS 4111/m18 TTre LUCAS A.TUFTIVEq,P.E. CONCRETEF(Z-OKBI MNL) Ttg* TAPCON 1-V2" 1.1 38 PJA#5 AVEzr: BYFLANGECONCRETESI MN.) =LORTA • • EANDOUTNORTH PORT,FT 34285 FlANfGE GROUT•FI LU(ASTM 0901 O LJLIRAGM •1 •4+' • • i•t • �1 HOR¢ONTALSECTIDNPH.941-38D 1574 BOX FRAME INSTALLATION : FLANCGE LGN.SOUTHERN PINE('0.55) ITIN TAPQMr •• • • • • •• HEAD AND BILL EMILAR FOR BOIL DWAU.Ar1oN OR ELOO LILTRACON INSTALLATM DETAILS FLAMM 9X MIN.SOUTHERN PINE(CG,0.85) 810 WOOD SCRE M f 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, RANGE 18 LTALl3E Q0 OW)MN.STEEL STUD #10-18 HILTI KWiK FLEXOR rIW Fuij-m§M ••• UP JO ANrIWC=ING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: Sam OF (38 KSI YIELD MN) TEM S SMY-MVIM SCREW amm mew • 'i� • • ADE t0i101i3 1ArALUM.(33KSB IN.))� DRILINGS6SELF-TAPPNtiI ••MkL4'kLETOFCONSTFXTION-GRADEAOHESP&CAULKISAPPLIED r. FLANGE lfir STEEL(3S KSI UK #10 N0 E 5 WW 7190A 0126'• •9HB' • • INSIDE APO OUT,FULL PERIMETER,BY SISTAU.ER. CyVS-871 B ANCHORAGE IS IN ACCORDANCE WMJ REtN11REMF.NTB AS FINMN.SOUTHERN PINE X56) 14/r f • FOR FLANGE WIND 0VM SHEET 12 60175 e•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• w S MIAMNDADE WHAIM--RADE COUNTY,FLORIDA a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SNV 26 Sued,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) yv_ww mlamidade.sovleconomv PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This'product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane zone. DESCRIPTION: Series ITGT"CIipped Extruded Aluminum Tube Mullion-L.1V7.I. APPROVAL DOCUMENT: Drawing No. 6300JR,titled"Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Fxpiration date by the. jgmi-Dade County Product Control Section. • • •••••• •••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •• ••• • LABELING: Each unit shall bear a permanent label with the manufictureei•ime,or logo,•city, state,••• series, and following statement: "Miami-Dade County Product Control Approved'.',.0 mess.oiterwise notgll•••; herein. 0.00 •• 0.00• RENEWAL of this NOA shall be considered after a renewal application has bWd I'i1$d andJhm bas bem*••• no change in the applicable building code negatively affecting the performance ot1h1s.13roduct.••••• ••• TERMINATION of this NOA will occur after the expiration date or if there his blezt a revision or change..:• 00 00 . in the materials,use,and/or manufacture of the product or process.Misuse of this%40.A.as am endorsement • .00.00 of any product,for sales,advertising or any other purposes shall automatically tdli'ningte thig Failure • to comply with any section of this NOA shall because for termination and removal of NOA. •• . ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14--1105.01 M1AM o o cots / �`,sr� Expiration Date: May 26,2016 Approval Date: February 12,2016 2'�r6t� Page 1 1 . i f _PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1, Manufacturer's die drawings and sections. (Submitted under previous NDA No. 10-0819.05) 2.- Drawing No. 6300JR,titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed,sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on; 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203---94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru lr1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Subinitted under previous NDA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with.l C 2010 and with FBC a Edition (2014), prepared by manufacturgr, 4PAP(i 01729/1.1, signed••:- and sealed by Anthony Lynn Miller,P.E. . 0000.. D. QUALITY ASSURANCE 0000 .. 1. Miami-Dade Department of Regulatory.and Economic Reso&ww�RER . '••• ••••• 00.00. 0 . 00009 E. MATERIAL CERTIFICATIONS 0 0 0• 00000 0 000:0 0000.. 0 1. None. ' : 0 0 00: 0000.. • 0 • . . . . 0000.. F. STATEMENTS 00:0 ' 1. Statement letter of no financial interest,conformance to and complying filth the FBC 5th Edition(2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC-2010,dated 06/06111,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by Jaime D. Gascon,P.E.,Product Control Section Supervisor. Jaime D.Gas co,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTMM) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. FTI-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Subinitled under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to POT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion-L.M.I.",approved on 11/31/13 and expiring on 05/26/16. . . .... ...... ...... .. . ...... •• •• •• •• •••••• • • • • • •••••• - Jaime D.Gascon,P.E. - Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MILLION ONLY.ANCHOR MOM ARE IN ADDITION TO ANYANCHOR REQUIRED FOR THE , MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION S UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1XOR2X W(OD BUCKS IF USED, GENEHAL NOTES 1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 1 FIGURE 1.MULTIPLEII��-- �ENM vII�TII DIAL �� 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS WXL70�M-- .�2 �Y MULLIONS 1 / t D OMM HAVE BEEN TESTED AB'FREE FLOATIdO'AND DO NOT NEED TO BE DIRECTLY TO THE MULLION CLAS,BUT SWLLI DWAtLATM NOTES..............2 d ��T� NOT HAVE A GAP OF MORE THAN IN FROM THE CLIP. MLLL'rO Y,„,,,„_„___,3 __ &iffEET823 GHWE MIA.t.TOSMEL STW 3 g m - - _ 3)THE ANCHORAGE METHODS SHOWN FUIYE BEEN DESIGNED TO RESIST THE WINOLOADB CORRESPONDING TO THE REQUIRED DIAL TO Mtrt1......-....--.3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LROM THE IMSTRESS INCREASE WAS NOT USED NATE& 4 'A•� P !r=jWnj; i i �` \�♦ IN THIS ANCHOR EVALUATION.THE 1.S LOAD DURATION WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION .....-.. . 4 5 \\ 1X2 X.126 MIA.I.MECS--.--..-.6 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND S BEYOND THE SCOPE OF THESE INSTRUCTIONS. 2AX.3 mLJLLSpm....-.7 BHE DETAIl8III 11 I N _ 1 8)USETHEGOMBWEDVYIDTHORHEIGHT�OAfLYTYYOADJACENTFENE3IRATIONPRWIX;iSTODEfERMINEAND 1X3128X6�b8pJ 5 ATHIA/G: t I t I >/ I SSE I TAA.e ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEETAND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X4 X.125 MULL SPECB__..._.10 N _ AT{9g1IX IX4X.=TU &WlSPECB._11 Q Ts2s - ONLY TWO ADJACENT UNITSAT A TIME WHEN USING THE DESIGN PRFSBUREANDANCIORAGE TABLES.THE LOWEST t t s!€ET32s PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APR.Y. 1 X4 X�6'!'M9A LSPEPS_11 j 1.�xa186x.�tAiuLSPEI:S..12 "EIGHT 1.26X$AX.106 MULL$ 13 Z ' �y IOa 8}WHEN FINDING YOUR 312E Id THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SHOWN ON THE TABLES) 125 X3.SX M4 NIALSPECL-14 +� LEN OTN ��.� t.xxseax.st4NuuePECs....t6 7)ANCHOREMBEDMENT TOBASE MATERIAL.SHALLBEBEYONDWALLDRESSING ORST OCO WOODBUCKS BYQWERs,MUST 2X4X.SMLL8PEC8....._....16 / s8t•TA e. BE ANCHORED PROPMYTOTRANSFER LOAM TOTHE STRUCTURE � ANCtSHAMBECOATE CRCARROS!ONRESISTANT 2X$XMML L8P8CS........ IT SHEETS 1.8 X2.11 X. 1S e- !S APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQ111RRO TO PREVENT 128 bRUSPEM— H -.. REACTIONS. 30•x3288AY 46'XS881AYMtA.1.8PEf5...,_.20 J a- M1tAL - MULLION -..21.23 H- S FENESTRATION S)REFERENCE TEST REPORTS:FTL•8443;ECO UL.TRACONIAGGRE-GATOR NOS:ANSIU VANDS FOR WOOD CONSTRUCTION; WWW LES 1 a 2...,...............-»24 N PROMWO MAY ADM-ALUMINUM DESIGN MANUAL IIOADAiO E71AME+LEB TA BE/)FANYTYPE. � `� MreTeE O)MtL.UONS AND CUPS IWVE BEEN DESICBNM&TESTED TO COMPLY WITHTHE RE=MM"OF THE FLORIDA BOLDING By a CODE,AND ARE APPROVED FOR IMPACT NO NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH POT-APPROVED FENESTRATION PF40UCM HAVING CURRENTAPPROVALS. Q C! O 11190, I 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 2 LI H�a' / � 11)QUANTITY OF UMTS WITHIN A MULTIPLE MULLEDASSEIB.(IS UNLIMITED PROVIDED THATTHE SPAN AND OPENING !!l------ LENGTH HORMO NTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NWA LENGTH INS 1)DETERMINE THE DESIGN!PRESSURE REQUIRr MW 0 88HFP}FOR THE OPENING USING THE ASCE.7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROI=M FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 2S TO DETERMINE IF THE WIND LOADING S•RECTANGILAR-oR nRIANsuLARqRAFEZDmw. Pltt]1n FJPIIM LIA I LiENOTH 4)FIND THE CHOSEN MULLIONS MUL.LIONI CAPACITY&M FTM FROM TAKES to THROUGH 18A,ON SHEETS I THROUGH 2O RESPECTIVELY,USING nuuftcP40WMh1LeF11X[ds LS I, �'- wpm --- -- THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING I'THE MULLION 19 SPMW40 VERTICALLY OR H�ZONTNLY}THE Awry9aaos0, MU LION CAaACHTY 6381FTM OBTAINED SH LLL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT tTBBIFTM FOR THE OPENING OBTAINED IN STEP 11 a••a� FOR 6)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NECTCOLUMN ANCHOR CAPACITY REQUIRED(LEG THIS VALUE y TtetCamtant FWIiQ. • •RIPRBB£N1t6 THEONMC AtiTRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOATTAN THE FULL MULLION CAPACITY. II111lItti LENGTH ® ® RAMI.• • • • • • • • '� I •• TAME ON THE SAME SHAT ANMD USING MR ACTUAL SUBSTRATE CONDITION(MULTIPLE `\\\\�N�..•••. 9p/�'�i� LUR T- tL1 PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VMIFYTHAT THE RE=;MD ANCFIOR �:' WCENSF•: � � •• • • •• A SINGLE MULLIONSINN E MULtION Fey L 7)IF THE OBTAINED IN THE TABLE S HIGHER THAN THE HORTH _ r0' omm vwm OPENING.YOU MAY USE THE ANCHOR CAPACITY AD,IJBTMENTFORMtWTOOBTAIN TIM LOWER AN(I=CAPKI YREQURED.WITHTHIS ± O ` M ,•• VAI0 A 4W AN040,R CAPAQITY OPTION MAY 13E SELECTED FOR THE SAME TRATE 1BEE�NODETAna MULTIPLE MUA0 : awmay T1iEDE81 • ! TING FOR :4Cr� l rGTo>,M FaGItRE 1 MOVE •• • c GNlPR� RE•TA (LBs1FT9 c�•'•.2 p '�V OBTIIfEDiOWHEMULLIONSYSTEM.THELOWEROFTHETWOSMALLN�YFORTHEENTIREMULIEDFTNESTRAMON %ISIS .�roA,.•' ••• s• S oPT10NtftANdRABLEvALUEsISEDINA SPECIFICAPPLICATONWHEN USI�KGTHIS NOATOAPPLY FORA PERMIT. ''';INA! IGNA A LYNN NRLWg P.E. FL P.H.#68708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DET L B ' MULLION TO 2XETAILA. BUCK -NALUCIN MUUJON AA D TO 1XAND e<R2o;TRPY OR WOOD FRAMING WOOD BUCK AND MASONRY ATruHr BE SEE TABLES 1B/E m 9- (OFFSET CUP SHOWN) (STANDARD CLIP SHOWN) NONE i1 ABA.U$1 i SHEBTL N $ m I I ° a I I .. •• ♦�••♦• Z N i I I SEE8HEM a i I AHBi2J ifs •�• EDGE FJTHER e i I 2LT3FORHOI.E 4 II° I C@IE OR CMU �_�� 8EE8ETA _ 8TANDARD ° I LDDATIp� ° 1 EDCEDNRANCE 18.188 ' a� 1A OFFSET ASJM a ° o O I ° FORMASOMW uJ OLTMAYSE I ° AN THI�� d ° I °a 11 SIDE VIEW ° e ALL ABAAIOFB rd .{ o 4 ° ° ° ° ° STAlmARD V ° �,•> OFFSET MULL r/ ° 4 0 0 4 ° A. EXTERIOR. ° a ° ° �AUEO BY 4 NM °4 A 1fA80Fm o M 0 ° THE OFFSETCUP A4 ANCHOR13 � °dEXTERIOR . FOR ae tiA ALW BE USED FORN OTHERFRUSTYB Q TYRANCHORTYMA1 CHOR PateLsomlF SUBSTRATE. ;:ANCHOR 8E TABLE 18.188 BEBTARIM IS48B SUBSTRAM SEE TAB1.E818A88 amew tUj BEETAII<E8 18.188BYATTApiMMt{'AND '' BE& • SYCITHOW SEIRREI. •• i 1• '• SHEET 1. . MINZYKMOONCRUECRCMU RBVH81� 31DEVIEW FRONTVIEW � * FRONT VIEW ZO DWALIATIONNOTES: teTB el§alxlComTati 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO •• ••• • • • • • QUANTITY OF ANCHORS AND MULLION SIZE SHOMIIN ABOVE ARE FOR PICTORIAL REPRESENTATION • i ••i i i • • 000 •• `� �ptdY LYN* ZI • • • �.............�1i ONLY.BECAME THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE • •• • • • • ••• • �� ;' I,HCEA/S • • • • • • • • • Yom : F., CORRECT QUANTITY AND LOCATION OFANCHOI�MIDST BE FOLLOWED.REFFRTO THE TABLES ON THE •• ••• •• • _ No.587Q5 ;7A FOLLOWING SHEETS.FOR DETAILS AA,EITHER THE STANBMRD OR INTERIOR CLIP MAY BE USED • • •• . 3)ANCHOR HEAD TYPE MAY BE PANT-M.MMEAD OR FLATHEAD. 4}WOOD BUM ARE OPTIONAL SEE DETAIL G SHEET 3 ••• 00* •• 000 • • • • • O Si • • • 6)FOR HENRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLYMI M MDE COLINTYAPPROVED ••i • • • •• • • • �:�S1'• t 1DA,.:'��• ELCO ULTRACON OR ELOO V4'SS,AGGREGATOR MASONRYANCIORS. • •• •• • •• • • �1IL NC`9`11 FLP 59706 ••• • • • • ••• • • • • • • • • • • • • •• •• • ••• •• • • • •• •• • ••• • • DETAIL E: � MULLION TO MULLION DETAIL C: 't om INTERSECTION �O> MULLION DIRECTLY ATTACHED TO MULUoR (U-CLIP) � MASONRY STRUCTURE 1)MAY BE TIONS. IN-TEL-OR'CROSS' � (STANDARD CUP SHOWN) .�� MTE�Ecrto�a' Y �Y I �MAY BE INSTALLED HORIZONTALLY L (SHS OR VERTICALLY. N 1 1 MOUBSTRATB. 3)SEE U•CUP DRAWINGS,SHEETS 21.23 B m MULL1 �TABLES fbtse TOP VIEW FOR C ORRESPONDM MULLION. M MAYBE EoaeoleraticE a08taltED BY 1' I TT" o POR MA VANES _ 1 1 ANCHORS 0128TEE1.8CREYYB, � SELMM 1LMORPRE4MM 2 e ° `�MULLWNAmUS98►S LU m OR ° o � MUU.Po9V Z N EXTERIOR �" 4 s ``,`� O EMMPBTA= ° ° TNROFPBETCLIPIS Z JINDOOMMER Fdtt ANONOMASONS ° <e P4 eO'�T�V 1 j AI1Gl MIM WOMOM ITMAY AL�BEI FOR z d e ,o- - OTl�tFRAME TYPBB. EXTERIOR 0 e' r TYRAICHO t 'd r� C PIRSUBBTMTE. 4 Q � OZ Z O �SEE TAMES 16Xi8 SEE BHBET841.43FOR SUB8TMT8. AM If=WOATfWIS � NI8E8 TAMES FRONT VIEW Atm ATTAANN t90A61f � 4 - SYOTIBI, Bt TImse BEE NOTE I, r ' am I DISTASEETABLES SIDE VIEW MBI47181CONCRETECRCMU MNZ71=O0NMtMQRCMU 16198 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERW SHALL BE BEY WALL DRESSMO OR STUCCO. T1'P.ANt4fOR a FBR 8UWMTE• SEE TABLES W138 2)QUANTITY OF ANCHORS AND MULLION SUE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. ` SEEBHEm ® tl»1rpA R[mtde ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 41 HOLE _ CORRECTIUANTITYAND LOCATION OF ANGORS MUST BE FOLLOWED.REFER TO THE TABLES CM THE LOCATtoRe FOLLOWMO SHEETS.FOR DETAILS A-0.EITHER THE STANDARD OR INTERIORC UP MAY BE USED. S)ANCHOR HEAD TYPE MAY BE PANHEAD,HIMEAD OR FLATHEAD. `` 4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL Co SHEET 3WES LYNN • • •`• ® I I I t t FORMASONRYAPPLICATIONS M MUUAI•DADE COiRdTTY,USEONLYMI NQ DARE COUNTY APPROVED ELOO ULTWICON OR EUS 11V S.S.AGGREGATOR MASONRY ANCHORS. SERTABLESMaria FRONT VIEW �• ••• 1 lease WDsF IV 0-mos EXTERIOR USEWOMAKOHMMC8 SIDE VIEW NOTES:04, or ••� ANCHOR VALUEIIIS MAY BE • • �i�� '• OI2tAA,,.••.•`•�`V`�`� Q•o • DwoMULatoN3'AB:Es, •• • :Ti ,Pdk RIIANTIR AOF SCREWS. A�I�PT9d AAI j 1 �t P.E. FL P.E.#W= ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL O: DETAIL H: FIELD-MODIFIED MULLION CUP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CUP) (ANGLE CUP) (ANGLE CUP) ' & 1 .41,SMMTALSA•E. Y t 8HMM2AND3M TAUATMN W R B(! IC TOSPSM TRATEB. RUL fAuuxN 8 m O O O O O O O O O O O O TOP VIEW SIDE VIEW U o SHOW VATHrxOx.12V I TOP VIEW , tl0 I"' t muui L IANCWR EXTERIOR I i i po8LI88fRAT8. I t SEETAMM15BOR168 Z ANOM I I BTAMMMRUMCLIP L i S TB. i EXTERIOR z N Z CoNmytm ffr Fm ; BEB TAMMS-to ? Tx8•ANB OUP. Z Q C I i I I 2 P®tMLI1.tIONt3ID.MWim 0 DHTAUM ap"YMUU.. �, C I cz 8� I I Txrx.tssF- S2 g I IW=BE no=OF muu_LHO � � I utswsareutLt. 071 lizi I MANCHOIt PBRTRATB, 8EETABI.E S40 mmvmm L.� 8TE86A= DifOM1Xx1,8TBEL, BTANDARDCUPTO88 EXTERIOR ORMASONRII WO WOR ALMCMUMMA80NRY AW FED2t•PI M y PIfDYWOD,BtEEI. � ® ® AACKIORWAMW EDW H) t28TAWM Cl PER �R �tNtl7tt11j om g ••• ••• • • • • • •• D$st4NM— MAXWOR ¢ •NOTES FO�W .A730NbP7�bNly7_1&�,h, ��,��j.0� ....,,�jj� �i� NO FO 71W4 OPTIONS F: O •J)%2�A1.MA•(2[PS•;"tj HdDCt(. M MUST BE INSERTED INSIDE OF MULLION. No.687 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2r X 2.1 V X.12V MUUION. OCCAAT 0 4 SEE TABLES 1&148 FOR ANCHOR QIINJTTT 3 AND SHEETS 2123 FOR HOLE 2)SEE TABLES 111.138 FOR ANCHOR QUANTITIES AND SHEETS 2123 FOR FELE LOCATIONS • 31•DEMIL It SEIDTABI"lp OR 16%FOR ANp0RQWWTITIES AND SHEET 22 FOR HOLE ''. 3)THE 2XBCLIP IS NOTSlATIBLEFOR THIS APFUCAT L • i i • •• • • i • %��ts'•...pPs(1��` •• • ••• • ••• • 1 • • A.LYP1�MI I�P.E. FL P.E.B 88706 ••• • • • • ••• • o • • • • • • • • • • r TABLE 1A M111I011 Te6M i Opent"Vam,(0r 011 6010 a10 Tom 8010 sour 10010 tam tam lab $ • 10se�pd• ftanTtepmuro 1ffie •d• t 7tepRq•g c 1x2X.IU Lwft loans Leaep L"ft iaadtg toamg loadt teffins Lowe tot" toa4no tm•ne Lmdpp loartre Leans t4a" If It 11 i t 11 0 1a t-u 4210 11,9 Me taxa sae 932 as IfUl 30 109 Me IW9 = 829 406 1064 3,9 SLI 408 IOU 3,e sss 403 I04.o 319 469 408 101.6 319 We wa 100.0 We N.0 408 00 M Mtn 749 312 all M 9t4 30 1&4 282 699 Sts 879 W 40.8 32 932 248 41.s 312 61.3 244 37.9 32 US 214 31.2Sit 8tA 214 18.9 312 $1.0 214 23-4 We 61.0 244 S aurin 639 1 281 70.8 234 632 1 261 1 sl9 228 469 291 65,7 224 399 281 8&t 222 33.8 261 mA 4220 319 281 1 49.3 2t9 289 4281 492 219 226 281 463 219 20.6 281 40.3 219 t!1 Win 62.8 W 57.5 W 439 29 4" = 109 W 4l.8 IN 329 2W 419 IN 262 M 39.4 IN 26.3 IN 38,4 186 MA 2!7 38,1 t9S 18,8 217 88.1 IR1 10.! aQ 861 19S m O 6010 NA IN 412 170 32.0 He 88,4 168 VA = 31.6 163 249 200 2&9 IN 2f.8 4200 27.1 1W 182 260 Rb9 167 teA 200 M.o 138 N 8310 at a" 3" tell 279 mt 8423 fee 23.7 tet 268 149 2427 181 2U 148 IM tel 229 I" tae to 0.7 8810 289 IN 80.8 14.2 21.0 185 28.1 IN 209 186 23-1 186 16A 165 21A 134 Z g 7210 222 139 23-.9 1Zo 166 199 199 11B 16.9 t� 179 tie 7610 189 /X 1942 109 16.7 IN IU 107 � N Z d 7310 D9 ,� 18,2 104 TABLE IB ANCHOR CAPACITY ADJUBT06ENT FORMULA: 9 ANt6iOR CAP m, N Caaorde 310042• tb74• Fxeecaw MPooa 6r•at )X�MIH.LtON 6CA ,,,,q,�'ANCHOt CJ1P.®, y AndwT7pe: 3rWt•b*Ugmmtl tw Ebot2mm rowow an7Ebotmwo tr4'11W Umema tra8mo MWEoo tr69ebo ao5led a28led Blasted 2� X AtuhorClpPa ms tube= Apptath" Mom Apee3ft 8as1rIncamm 8asta105) USE THIS FORMULA TO OFrrAIN THE'ANCHOR 04 Eapeobeaaos0e7 r 4-Y£ r 2-trl 3•W r 2- r etre r 3•W r 4247 aha• oa7a' t PAC17YREQUIRED•CORRESPONDNGTOAN X E:mbe4mmt tato• 14W 1.3w taro• r I-tw I-tw It,r t-tw 44W 4� r 14V tar? men ACTUAL PRESSURE REQU�MENTFOR THE 2Awhm 4. Wm a1 • 1712.1E 390me 3so®s 460108 80Poe t me W68 23oee a 701042 •s 484 ms some 341110 466 OPENING.WHEN IT 18 LOWER THAN THE MUUm d � ryl eatelbte43Lwitae aalemnamdCaa6ae0tmpp0p 42088 100108 1BA x10 Nae aeons 1BA N/A IBA 66A 882 W8 BMme IrlOme CAPACTFY(FROMTHETABLE)OFTHESEECTED 4AnWM 78BaoalM2a0Au* I(Pbn 7BO2e 780ms Mrs %Borns Imes Gams Neff t0A Mae 14BOe Baine tMems mms eMme 11 oft MULLKK IT WILL YIELD AMNMNM ANCHOR sApdbls@a46•asm.aa,Oa,p.taro.I2VAtm t.4k NA NA MA WA WA mk WA tat ►� WA wA t1a� stat TOM CAPACITYWHICHMAY�USEDTOQUALIFY tft*xlF�p04,4t 185me 115 201* :! ml parva 1Mma 140 ma ams ammo telcos 331roe 47sme lame moo Mope ADDITIONAL ANCHOR OPTIONS FROM THE 2Atb8ots 1.WMOL=F*p 4 W S30ms tBA taA aA eel t80ms 1VA Nal i6A Rw I NA 1 Nine 44286 1 5man 1 ANCHOtCAPACITYTABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHDRYALUi S AS THE 87ANDARD CLiP. FIGURE t: FIGURE 2: TABLE NOTE PRODUCitow"D • • • • 1)BEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET W FOR INFORMATION ON LOADING. � d • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --i tow 2)LINEAR NTERPOLATION BETWEEN MULL LENGTHS MIDfOR OPENING WIDTHS IS ALLOWABLE ` �o FIGURE 3t 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO 9C/LLE FOR EXACT DIMENSIONS,SEE MEETS 21-23. HOLES TO BE DRILLED N THE FIELD FOLLOWING• DIMENSIONAL RESTRICTIONS SHOWN ON SHIEET821-23. 2 000'• i i FIGURES SHOW 8l1GGESTED,APPROXIMATE HOLE LOCA • . . LIt 11 I I t r)I, • • • • • • • • �� ,........,•27j �� ANGLE CUP MUST t N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO Ad 301)pEc�FI LED , `�� .• y10ENSF 4F� ATE BLOCK UNIT(Q"SHALL CONFORM TO ASTM t:YO [I- _� *: No.58705 FIGURE 4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN 80 OF O.5L ALUMNA 1111 Ll58Ef6 ljMINOT 12b'THICK STEEL8TUD8TOFIEAMINIMUMOAADE33AND.045'TWC1C(18GAUGAT TXrX.I2rMIAUON f'II LEAST AW THICK AM AN.ALLANC NTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS OEYOIND Il__11�J THE MATERiAL#10&012 ANCHORS INTO WOOD MAYBE STEEL,18883.OR 410 S.S. • ..cL�� •• • i•• ••• ••i ••• A. R.P.E. FL P.E.B 88706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 0 • TABLE 2A MuBloa Tebla WW9h(forHe%Mar t@a») a X Mtn we, 70m so In wm Loom t2om tam teem 5 Reelmw*t 'O97relaze• E TrapfA•e. U 8011dme. Ream Tmplrfto. T Tteplfdenp. T9ep/16eng. Tiaprans Tmpeft n 1x2x.978 �ro L0006e usee Leearo Loge Loaft Loabe In96ae E4ad0e Loaft teens Leaft toeame InedO. LeaBre 1oa0e 108•ng �N ANOLTUIN vomw 1 11 1 h I h 1 11 11 a a I I I& 1 111 k 1 111 11 1 111 h 11 fill h 11 11 u I I If 11 if I I if 11 11 11 1 1 if 11 11 11 n 11 1[ fill 1 11 11 11111 11 if 11111 11 1 1111 111 421, 170.0 646 17Q0 4W i61A sea 17ao 476 178.7 sea go as ff3.6 em "as Go 9199 m rase 617 a". mime 6n 767 m teas 61r sae wa I+sae 617 WT an Ims 617 ab vets MY W.0 ate WA 607 11x2 em On em W.? 403 rho 607 a m6 07A 607 NA ass as aV eao 396 6a7 607 gas sae 464 807 KO 396 360 W 998 6am6m M? 460 1146 379 W4 458 sae 371 74.1 40 90.8 364 848 466 Sae 30 878 468 K3 W $to M e0.o 366 432 abs Sao see 37.0 as aao see 824 488 s00 ase QNo 84 tot4O 93.3 me ".2 a0 60.6 326 81.0 400 727 322 ba4 4M U's ate 9.5 400 eco M 427 ao m2 3t4 as 818 $13 80.8 400 81A 313 267 4) 61A 3f3 m F wm 869 278 61.9 s24 07.6 270 4" = 61.2 284 sao 3z4 a6o 291 34.8 377 sae 267 3a1 420 ' '18.0 871 a.8 288 222 aaa 40.6 288 �.s 320 40.6 2W Wm1 WA 7m 4aS 280 482 246 38.4 207 4a8 241 3a8 2H 0&0 2V 7A8 206 37.1 230 2a9 231 362 232 VA 284 39.61e2 274 38.4 230 tab 794 33A 230wm 09 230 898 288 Q4 226 3s.4 Z8 V.6 221 292 268 3a1 218 2 0 M 81.8 2• 23.4 268 28.8 02 166 289 2BA 2t0 18] 289 27.772m 308 196 wo 228 0.2 191 267 226 264 1W 226 26 20 $0 208 20 �.6 iN 160 w 72f 191 160 228M3 177 t2922618.8 1781'48m198178rsm 3L0 177 766 2m 92 178 219 2m 729 170 fat 23E 216 Ie7 ftA 2m 1a7 1W 813 202 11W %a 2m M7 t80 "A7Aa f68 me202168f68 NZ78m 29.8 189 x48 � 261 166 20.2 tm 220 10 tr.7 1m '1&r 1m 167 1R 161 167 142 tea 1d8 186 11.8 tR 162 '•2 IM 182 144 180 88 tR 142 160wm 19.0 128 164 147 16f 178 am 162 /R 168 fu n 1 r TABLE2B ANCHOR CAPACITYADJUSTMENT PORMUM co - 2rx 0oelefam A�cacao. T tamw sazeaa�/u 7�7vlmat t (DP-)X CAP._ � g MULLION CAP,,,„,. N 6I18'Ea9 U4.89 B/16'EOe 114'88 Eeo 8t08tBe1 OM Bkei 81787.1 Q Aod7eTCOpPaReNls AMWTOm 3118'Ewa Ummo tw•ElioUe xwmntbmo90 fw•E9o1 lrmuft tMa0 AQ9 8aeargl6yeeeea�(M tt76f USE THISFORMULATOOBTAIN ORRESPOND r e7AbM r 2-Br r 24x2• 8•NB r 24M t- 2•Vr r 34W r 0.48• oA4' 0.37r CAPACITY RECUIREO•CORRESPOND9dO70AN D g £®C®d"d 1-w t•9w' i swr 13w' r t-UP I tw 1•tw t-tw• 1-tw• t-ve• r i 1818' 191199 ACTUAL PRESSURE REQUIREMENT THEMOR UL 2A 8a4.76'7AB.00.18W1•r4or a6e6ae.>t 89069 3069 4009 8901ba t844ft 270109 WDft 8507u 7 ICs 4 7• 69 3416s bs SFft OPENING,WHEN IT�LOWERTHANrHEMULLION 4Aoma9®t.We6o.O.arsrooeab ob4crOr17.78 41069 Rome NA Ear+ mm NA 391 be 1sA NA N67 UK 7mA ORro9 60� ft206a CAPACITY(FROM THETABLE)OPTHESELEGTED 4 Aae0a9®ri6n.0.ar An*Cb3IQ7p.st Aa 7wbe Babe aware 1886 roe saes awes 7017 79169 748aq ewb9 18m0• 026a eebme 1120 be MULLION.IT WILL YIELDAMM184FUMANCF�R sAro>,meeo4s6oaaaruceymte.l2saaml ex Nm Nw WA N07 Nm N64 wA 7mL Noe 76a NI WA 76A N67 rum, CAPACITYWHItBLMAYBEL23EDT06LUAlIFY itm fRCtt➢!Flp.6j IM69 19668 226ms 446 be 8a76s 13669 labs 17765 910168 t876s 3M ft 4x869 170819 721 be 2w0e ADDITIONAL ANCHOR OPTIONS FROM THE 2Au$bW 1.u•tafe.aatFOBp 2ab9 3069 MA rdA twbe Not N67 amt ESA /6A 97169 arl6m wome A8K21Wt CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. WIRE 1: ItE2: TABLE NOTES: as • • • • 1)SEE SHEET 1 FOR INSTMJCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON L.O ADINa N6 • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOOR OPENING WIDTHS L9 ALLOWABLE. FIGURE3 3}MIULI ION AND MULLION CLIPS SHOWN ARE NOT TO SCALE•FOR F1{jT SEE SHEETS 21-23 2 ` t t t 7 7 7 t ' • • • HOLES TO BE DRILLED s4 THE FIELD FOLLOWING O1MENSIONAL �t FIs 11131 ` a� ONS LYNN iii FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATiL�S. • •• • • • • • I ��1 ' w• • • • • •. 9 ANGLE CLIP MUST BE USED IN PABA. 4) TRAMSk CONCRETE SHALL CONFORM TO ACI 301$�O ASTM C-01.iFl SAID -FI % �;• � FIGURE* FIGURE& FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.88.ALUMINUMCMU)SHALL COINFORM SHALLSHALL BE 6083-TSAND BEA MINIMUM OF12W No.58705 THICK STEEL STUDS TO BE A MINIMUM GRAVE 33 AND Mr THICK(180AtIG4STRUCTURAL STEEL ToBEAT 1•X2•X 378'MULLION - • LEA3T.128•THIt2(AtDA38 ALL ANCHORS aroMEra+ TENOATLEA8T38CREWTI�BtEADSBEYOND THE MATERIAL otos,ItT2ANCHORS INTO WOOD MAY > ;`+�9ss oRbLws,s.� �• • ,�p • • • w • • •wflF • :• :•• . .•• • A.LYIIBNmkxxWP.E. f1-P.E.088708 TABLE 3A hat>Iot1 Table qsoft VAkmtUmh pwrrtamals)ot OpenlpgHeiO d#Ww �~t Gold Wb lob ebb 90to toot 120ld twin "DID $ 122.78: t E L t E t cne►atame ti+t Luft Loaft L t Loaft I=" �> �x� 476 ARM 10 i=j M 170.4 46 770.0 741 fTOA {T8 770.0 OW 1760 008 170.0 092 0 818 170.0 1119 170.0 911 170.0 12m 1760 621 1{6.7 1201 170.8-Of1 1274 1801 170.8 621 5113 1-3 01 170.8 621 1711.8 7116 MO U4 170.0 So 770.0 04 IXG 0O2 VU 830 170.0 661 161.8 1139 2 8I7 au 1189 170.0 B80 1139 1799 7740 BW Olde 1"e 770.0 ON BSA 1132 MA 880 N GOMM IMS 747 MA 663 MA 868 1760 631 WA IOU 170.0 684 1468 1032 170.0 729 1305 1092 170.4 747 117.4 7062 170.0 769 9.8 1033 170.8 706 699 1072 170.4 70.0 73.4 1-092 au 764 54ld I= m Ina W 181.3 007 ino 891 1862 907 1867 730 =a OOT 1628 720 107.5 W7 1460 744 068 606 14t.1 NO WS 807 I&S 708 98.7 eel 100 702 803 907 140.8 706 m NO(/� 8010 141.1 736 7613 676 Ittd 786 1969 011 100$ 736 1f" 680 662 766 1082 6W 764 786 W3 663 70.6 W 961 678 666 736 87.8 674 WA M 013 674 44.1 736 01.8 674 �( as, tits 688 Is" 670 1013 886 111.6 667 Old 638 963 617 762 666 sat 676 GTA 689 NJ 691 60.8 IN 703 M 303 8Ha 763 Ott 0S 668 769 821 $61 868 763 621 6810 1060 6117 1124 622 O63 OR W.1- Of MGT BW 41.0 W7 682 or n.1- 4W Gas Bol 73 of 6&0 OF 673 481 412 M 833 M VA 807 8L7 of 361 BOT 62.7 441 z 7210 813 610 663 443 88.0 610 TSA {14 8fd 428 btA 310 117.8 418 46{ 810 69.3 413 413 610 611.4 Na 84.0 610 41.8 402 202 610 414 308 W.6 610 44.6 S'BB U/ Mn GM 418 723 4W 67.0 469 61.7 392 00 4W 84.1 366 {M 416 {66 879 863 469 413 VI N.T Ne Nd 380 233 468 377 BeZ 213 469 963 968 21.7 4M 96.7 868 � r 7810 86.2 493 87s 381 63.9 496 666 978 48.0 of 49.8 9W {61 441 41.7 3W 367 436 403 866 921 416 361 361 26.8 of 34A 844 US 441 gid 341 =I 439 322 M Win 413 Xff 46I 290 $43 327 364 266 203 827 313 2W 29.7 327 23.8 276 262 327 261 271 211.8 327 29A 286 1TA 847 2I.0 232 14.9 927 183 218 a Q em 34.4 267 36.{ 267 267 217 293 262 218 287 2" 218 213 217 1&1120 161 M 20.9 210 17.2 287 103 287 14.4 2 18.8 232 X O Min 212 227 267 2W 20.2 227 283 201 173 227 tins 18.0 1W � III to 12231 2fa 1 22.7 I IN I 166 MO tat 101 169 216 183 to to in 178 161 ttA /M X Q O TABLE 3B ANCHOR CAPACITY ADJU8n6ENT FORMULA: O a- Atlailor TabN ANCHOR�Y1P*:: g EIJI Vit3.6k 0aaa ttt8a•cm FWacaat PT7Yaoa 01ebT (DR.)X MULLION CAP.,,�,,,,,�-ANCHORCAP.- .00 GIi9'Obo 1R'8819oa wwmo ta'881000 Metal 812814W WSW AndMC6PPallem0 Anawt 3N8'Ebot iN'1bol rl Immm 911r®oet06aom H4.9bo4Waoan MM-- stmomamewm l" ()gET#68FORt44lBATO�TARJTHE A6K210R EQ94mdowOnk r R/8' r 2• 34W r 2.1R• r 24W r &tib• r air Odt QAw CAPACITYREQUIRED'CO ONDINGTOAN ammmame tsr4• tart 14W tart r aVt 1 -114' aur 1-IM t iH' 1-tw r tare• 14 vases ACTUAL PRESSURE REQUIREMENT'FOR THE -2A AZA 4. Mho. Madadw00dC➢ff Ir smma ms 2mm4 2Wf4 9G4ma wfa 974 fa W4 tma ma OPENING•WHENtT1SLOWEt7HANTHEMULLION 4A0dW 641.19Ift oa/8WOM(0faw�ffb.2k 4W ma Mae 69A WA 1141 380 m1- FSA 6W NJA fa tan 882 ma BWIaa t1Wma CAPACITY(FROM THE TABLE)OF THE SELECTED 4awdnsB➢rINhQQ19WAVa0Go8t(w 7We�s TW as atom t9Wexi mm seas Mlbs W% man 7aema emroa 1W2ms 692ae Loft t120ms MULLION.ITVVI.t.YIELDAMiNIai(IMANCHOR 2Atpht4 Cy 0Ar Ilm.aa7Udlp.bld.l2rAmm.ffp.4Z NIA 1411 WA WA NG MR WA Na MA BIA wn m I(91 716ma CAPACITYWHiCHMAYSEUSEDTOQWLLIFY IF4%I r1Ft21pffq 11580 t95 to 2M ma 44424 a�m4 136mt loft 177mt 370ma Wfa 332mt 4YSma f70ma 22tfs 210 ma ADDITIONAL ANCHOR OPTIONS FROM THE 2An*m I./6•Ntn.O.CJ M01 MW WO m4 "A IBA !W ( 160 m4 WIA 179 t8A 6711 (OA 417 me .Gift 6W� ANCHOR CAPACITYTA�E. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PAI Em AND ANCHOR VALUES AS THE STANDARD CLiP. (+""~>C RCLED VALUES ARE USED IN THE EXAMPLE CON SHEET 24. \..rJ �71+GFk4tda IN2 IGURE 1: FIGURE 2: TABLE NOTES: ,-1 1.000' • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON(SING THE TABLES AND SHEET 25 FOR MFORMAnON ON LOADING. 0 101111c SEE SHEETS 2.4 FOR GENERAL INSTAU ATIO N METHODS.,• ••• • • • • • •• 111(t • 01340%461621Lyto FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AIA�R • • • • 2760• � `yt c ,Fp 3)MULLION AND MULLION CUPS SHOWN ARE NOT�� '�LE D1ME7SIOliB �. • • • • HOLES TO BE DRILLED iN THE FIELD FOLLOWING O I�NAi cT10Hs SH 1wm QN -23 Na"7o5 FIGURES BMW SUGGESTED APPROXIMATE HOLE LOCATION& _ ANGLE CLIP MIST BE USED IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3Dt SPECIFICATIONS.HOLLOW AND GROUT-FILLED O FIGURE 4: FIGURE& FIGURE B CONCRETE BLOCK UNIT(CMU)SEUL CONFOR9A Ele1WD0D St4Ati 1661 WssUR�TEP -3T�� ` tit, r1s, YLiUAY9 Ba(rrHIERN PULE WITH AN SO of 068 BE 66x11sANO Bien �1'� I :O,�., ` • THIC3C.STEEL.STUDS TOBEAMINSU. ;ADE33 046' 18@A110E 9*waTURA& EL1O�AT 1•XLITX3I8'iW1WtHC �:�` '•�OMOP.• G\�• AT - s •....... LFJLST.126'THItICAt�A .ALL ANCHOI�2NfOMET LEA�I'3 Tf1D9)BWONO i�� +� �A \`�� • • THE MATERIAL#10&B12 ANCHORS INTO VSD AM BE STw1..1&8 41U V ••• >> fl L vvv A L'tMNIkBLLEt3,P.E. FL P.E.13 68706 ••• • • • • ••• • - • • • • • • • • • • ••• • •• •• • • • •• •• • •• ••• 0 0 TABLE 4A Md ba 00aft Table OSTA 41Tro1dallVr 1 gowr -A-)•► HOW(for 60In Mm 70b Sob M10 1Mm Win t4oN 10010 lx2Y&xftftwau wrilmm. 14e*m" w mn4 > 7 a nwolom ftm.. 1 AIDAhm 1Aa4Ta0 I Lwft Wft Loaft t-ft L4aft Uaft uaft Lea0.sI Loa" uaft Loaf Uae•n0 lig uaft I Lotfp uaft taft i' 11 11 11 n 11 f 1 11 1 1 1111 1 y m o 4x10 tmA W 17&0 .L% 170.0 70. 1760 478 i7oA 866 170.0 E06 170.0 8M 170.0 618 17" 1118 170.0 B2S 170.0 12N 1x1.0 611 17oA t4M 17oA M1 16&7 146'W 140.0 Mt 19&6 1810 1TOA 821 48b MO 708 I= 624 IMI 860 1760 M4 170.0 BBI 11&0 MO 170.0 1133 170.0 861 mo 1276 170.0 o77 170.0 1417 170.0 880 741.7 14a 170.0 so 121.0 1417 I= 866 mu NR 80.0 9182611 t70A 7N 17&0 BM Rao Us 170.0 OX i70A WOO 170.0 8N 140.0 11M t70.0 725 i82.8 an 170.0 7N iN8 1288 170.0 7M 1219 1288 MA 7M 100.8 1288 170A 7M 01A @M IMO 70 6410 IMO 79 170.0 eft MA 866 ITU Mf I= Ills M6 70. R0.7 I= MO 80 13U tt30 170A W 1909 11M ita0 ON IMA 1180 110.0 Mf M.1 1150 170A 88f 743 1190 17xO 8W ~ sob 170.0 BN 170.0 T01 INA 8f6 1029 761 12&6 Oro 1446 7N 10&6 016 1715 7N 879 416 ktS.O 718 810 816 /16A 720 79Z 016 114A 716 629 016 114A 716 68.8 Oro 114.4 TO Mm 1619 80 M.0 70 126.6 M6 =9 04 I= 630 1262 Mt 61.6 80 112.2 M 84A 80 16&6 BM 70.6 Mo 064 = 69.5 0.M 84A bre 612 Mo 841 bre NA 8M 81.1 Mb 152.1 7W 1400 8M 1ro0 Mit" am !M9 827 828 75 0&1 Bk 78.4 7N 0.1 800 M.0 76i 64Z 8M M.0 TW 7&0 M3 NZ 7N 78.2 QSi 48 7W 78Z 6B1 �y T2b 101.7 8M 10&8 631 040 BM 9f0 640 BD.1 MO M9 836 t2Z 621 M.6 8M 08.8 614 60.0 638 OIA M6 42A 88 WZ Mo 388 836 M.9 407 61.8 8M MZ 4W 78b 66A 671 00.4 N8 721 671 A$ 40 07A 478 64t Wi 80.0 N1 48A 511 5.6 4N 432 !ql 61.8 3810 611 NA 41 80s 671 449 4N 27A 671 0.A 0.6 Z 7810 80.0 6N 83.4 N4 88.7 60 709 48 571 042 82I 418 60.0 50 467 40 NA M 61.0 442 0.0 66 N.5 4W 53.3 682 42.0 420 20.8 sQ 40A 428 20.0 642 Oat 423 Q @Ob &I 4W 667 WI NA N7 NA 38WZ 1W N9 MIM N7 568 949 US 4W 521 9M 280 4W 20.8 N4 2l] 407 28.1 977 188 w 241 = 188 407 no 818 Mb d29 9M N.i 58.8 3M 972 314 N.7 SM WA 300 AS 9M 18A 901 239 SM 26.1 SM 21A NB 240 288 tt9 3M 21A 288 168 � 182 284 X `r 1Mb 30.1 2M 90.8 20.1 IM 769 Of 216 2N 224 217 188 Pd4 109 244 10.7 2M 18.0 2N 1&1 2M tax 237 n, 11110 2/9 n21.3 242 221 29 as 296 18.6 2W 20.8 286 ttA 287 1&3 231 1&4 2W 18A 228 N IM10 220 7I0 2U 2 18.9 720 188 1&7 z2@ 18.2 102 Q X TABLE 4BANCHOR CAPACITYAWLISTMENT FORMULA: *lir a Anchor TabM ANC�RCAP ""e� Sm 110.10 Reads28u (�)X( )eANCHORCAP. «t8•Ebs vessom 6twom W eafto 6f6S6w 012amef mew MULUONCAP.,,,,,,,� AnchorC6pPtlllam8 Arm 9118•104ot oaai O4•Bootl2n 9M8 EIMIIIDaooA 1FrCBeeUOrmm tmmaan App« lRNeae A06e0af« Baaa16a88om616) BOm•(lib) USE THIS FORMIAATOOBTAR4THEANCHOR Eff"m amo- r 2.1w r attr 3ir0' r ata r aur r 34s r 0.48• OAr a59r CAPACITY REQUIRED"CORRESPONDING TOAN smeommm IWI-SW i3N• l ai r 1-114• 1.04• MW tow Mpr 1-1m r t42B' t0.•• ACTUAL PRESSURE REQUIRDWIT FOR THE 2Atgh5•Mil.W WW.O.a ISWAwd or me 00 ft IpI 39DrA BMus 4Mtia mroo ISS* n>s Noma 7N 30 eN M t mBOOM OPENING.WHEN IT IS LOWER THAN THE MULLION 4A=nae®1.1s46n aa/Smeeeaet«a�e6�6 0k N905 Min 7aa WA W1 PA Nobs " Nm WA Na to 6Mma 1m6as CAPACITY(FROM THE TABLE)OFTHE BMW= 4An51se42rMh0.Q1 256A001at8pa1 78010.5 1800ar Homs tomms 1M66e 6w WS some TOA 7Mb5 mm MPA Imam OB20a 7120.0. MULLION.iTWILLYIELDAMINIMUMANCHOR 2ArahmG64VhftO.a/ucp.as.tWACMt0 O . ISA eea IMI wA W% rwn wn mm ami m 1ft ma trona CAPACITY WHICH MAY BE USED TO QUALIFY 1AnMX1F18pMar ro66m U506 ZMFA 44565 ea2m5 1NOa 14o6q tuna siome rotma Nlma 41399 MIA 22161 280165 ADD171ONALANCHOR OPTIONS FROM THE 2Ambo• 1.WW&0.0J 246IOa N018s Nm WA NIA 10% tM65 N!A WA I WA I NA 811 Bro 44260. I mvx I ANtHORCAPACiTYTASLE. RBVIRSI) NOTE FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN ANDANCHOR VALINES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Pbrl& CURE 1: FIGURE 2: TABLE NOTES: tow • • • • I)SEE SHEET i FM WrRUC KM ON USIN(I n E TABLE *M%lM 7fi FINt PMWA ATM ON LOADING. a6P7e8uc1 Coa0o1 1111 • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METIiODS iiti t t I 11111! 2)LINEAR INTERPOLATION wrWEEN18ilJtl.L F Ro"wr jewLOWABI.E. u �� FIGURES: S)MULLION AND MULLION CLIPS SHOWN ARE N0: o•• Of&X& ONS.SEE SHEETS 21-U 2.1 SW • • • • HOLES TO BE DRILLED IN THE FIg DFQI 1� fAl t T�N4i ON SHEETS 2128. ' FTGUIMSSHOWSUGGESTED.APPRd)�dA LodlROp13• • • •• - N0.58705 ' I F ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED I ZR S: to CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CAO.WOOD SHALL BE URE-TREATED FIGURE 4: FIGURE B: FIGURE 8: YELLOW SOUTI*I PINE W1THH&ilG OF 1Gd5.AL1R6um SiiAb148E 83•T`ANo ABri MINIMUM OF.125' 'Q •. S A7E Ok fit/`` THI2(STCEd STUDS TO BEA �►{I E33A11b.6R6'TH�IC(78GAbKGt{. 9t(tQTt1RA1 STEELTOBEAT ® LEA3T.128"THICKANOA38ALL O tX74JA�LEA3TiBQiIEWTt6iEADBBEYOND 1•X2.76•%.860'MRAISPI CC '•.......• • • • THE MATERIAL.0108 At2ANCHORSOM �ST SSS OR 4101:8. ZON�A�y�7V W •• • 000 • 000 • A.LYNN MILLER.P.E. FL P.E.#5SM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE SA MttlNen06 Tlthb V7Id8t(farvat6 r>n�are}or H (rcr rrae�s} �� W12 W12 010 sob "b 40610 1sAb tab 140b fasalm�in11 Ra7701m•. 7Ytpl8let• 11a�det 7N8f�• & ► ltiaei T4Wuimig I>e 7ta878i� a 1"x3.126"x Ustae loom* Loft Laft Us" Uoaft LasQng Uv*W 14adtn0 1wft Lomd09 taada9 taaft 1+40."1 Us" el ArAtum 11 h I h I a 111 fill, 11 h I I h I I1 � °° f ru 4412 I&$ an I= 436 IT" 714 4mA 4m vu 0W 170.0 an 1mA 982 I imol 610 170.6 1116 = 621 0" 13" 170.0 641 f= IM I ffUj 421 170.0 1744 2111A Wt 18124 I= MA 1511 .1812 ,TOA 194 aw of 170.6 886 tmA 664 I= 682 170.0 m ,70.6 1,34 ,70.0 681 I= 1276 t79A 197 170.0 M17 IMO 0.11 119.7 1671 1TOA 680 ttas 1677 rml m I � a a0.W8b 170.0 1 747 1700 1 483 17OA 888 17"O 631 770A 1449 I= 04 MA 1104 IMO 743 im.0 1846 410.0 TW INA 1494 117UI M 141.7 1468 iMl 760 MA t4W 1m9 M 1089 UN VU 7w a O ON 170to w 170.0 812 Vu m me 881 170.8 11" 17a0 714 VU 1416 M8 COS 18&1 14M IOA OV 144.6 HN I= 846 124.8 1401 170A 841 t0a9 t"1 170.0 881 93.4 14M I'm 864 Wb 17Q0 M 176.0 708 170.0 1088 170.0 M 16806 1188 17U 878 130.7 1164 TWA 828 1289 110 1483 817 IIIA I1W 11817 910 826 1168 144.6 603 7a9 t1W 1443 903 834 1148 IMA 803 Wb Inc 1x18 170.0 749 1W9 1049 M& m 137A 1449 1466 eW 118.4 to49 141.7 6 TWA t0" t32A 638 50.9 INS 1263 = m9 1649 It" 880 WA 1449 118A 819 US 1049 110.9 418 O 1910 1883 819 170.0 719 TWA 949 161.3 801 11&1 849 ki9.7 786 1042 819 121.4 Tl8 829 049 i1R8 719 834 BW 106.1 767 WA 819 88.8 9" 69A 966 9a7 746 621 n 88.7 718 7210 119.8 803 1919 W iW.O 403 4149 m 919 891 101.1 m a" 00 912 = 71.4 40.3 88.8 tro9 80.2 403 MA bee 636 886 722 892 449 eat w 848 40.1 800 49.7 1127 � N 7612 1082 721 114.1 W0. 9t.0 741 WA 816 no 721 84.1 0.W 839 72, m3 619 80.7 721 Al 686 au 728 WA 676 as 721 WA M 19.0 741 as 484 84.1 721 oat 403 � E MR 1*2 ON 1WA M 842 04 bat 0.87 724 194 78.4 678 831 W4 TOA W W.4 664 WA M 0.0.41 *4 19.8 641 Q/ 8M 44.1 611 30.1 881 MA 610 MA ON 19.8 634 ^ .-• sob as 614 WA 48 64.8 614 W9 448 WA 614 60.0 4" 41.1 0.14 418 438 = 614 403 4V 329 841 199 421 WA 614 WA 41212M 811 WA "8 10.8 614 240 403 1910 542 442 OLT 404 442 442 WA 980. 3127 482 40A 380 334 464 36A 384 $&1 462 92.8 376 47.1 40.2 309 978 426 442 28A 319. "A 419 282 349 18.9 402 213 365 10610 38.1 367 199 972 312 36'f 32T 317 272 W28.4 912 293 367 A2 = JIM 357 2u 903 t9A 367 20.8 299 tab W7 46A 203 136 867 182 W 449 W7 I6.0 283 r � g 11180. 8a4 919 193 308 282 39A Al 301 2LO 338 2Lf 29a 219 936 20.1 = 196 338 209 = 17.5 338 t8A 204 US 939 1.741 278 123 = 14.0 278 11.0 898 134 288 124b 2'/x 192 289 231 199 237 282 IU 249 203 20t 177..3 249 tat 20.2 tat tab 218 138 289 tag 119 289 126 210 0.e 1,A 238 L' 299 toA 2ffi TABLE 56 An rCaANCHOR CAPACITY ADJUSTMENT FORMULA' D 810400..10 a•ct7om. T 6 amu t=mcmu tl7asa Atree (Op-)X 981E aw Iw se Bt &w Etto 1w ss isto 8"87481 812818.7 812 8I6aI (MULLION CAP.:- Arahorcup Peftme kow 3R&EIrnwwat twtkouUm ww Ekotm mm N4'FkoUbstoa u6axM Aagt� Umazm A>1�iela 17g96(86)tkt4aM 8etflwg% 118E THIS FORMULA TQOBTAIN THE'ANCHOR ustam t• 2-vr r 2-itr 3.1•' t• I 2-1lr 1^ 2-97 r 94V 1 r 0.49• 0.64• 0.9241 CAPACITY REQTARED'CORRESPCIND N0 TO AN EMI)OMMIM IW 1441 18M 1.&4• r MIM1411 1.1!4• 1.04• i itC I-1W r Vw t.9ia' vake ACTUAL PRESSURE REQUIREMENT FOR THE 2Anta• a 344.00./f36atla4or01tN l R 830 440ms k0. t 9Mms 740 $74 ms W4tOs 94900. t OPENING.WHQNII�LOWERTWWTHEMIHLLION aAlsnaa®Lib'M3eoAl8tanosal X27 480 Ms ms 60. x0. Rat "A t&t IVA WA RA 48290 Burma 41200. GN'ACifY(FROMTHETABLE)OFTHESaECTED 4NIaM.499'6131.QQ!(t/2a6Alsis / 780149 780ms WORM 1Q"as 18981 RA 78804 Jobs 88004 mm4 W2i49 0.W ma 112908 MULLIOK IT WILL YIELDAMWIMUM ANCHOR 3Amh=@0.4VMh0A.1VLR,10t0.t29'A6a4.Pig. IRA RA WA SOA Rat fA Ink RA IA RA R41 tOA 1008. CAPACRYWHiCH MAYBE USS TO QUALIFY tAabw Ina, i96ms ZZbs 4492. 822ms mai amens wens 0.0210 4mms 17904 2210. S6om0 ADDITONALANCHOROPTIONSFROMTHE 2AWW 1.t8'I tOAJ 2000• 349ms RA RA "a IRA 1181 4981 tuA tOA 841 ms 4CmM W00t ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD t2 I0.. oei p&It Flea h1.1�'"•I 490 •� OURE 1: FIGURE 2: TABLE NOTES: b fP.CY1(M • • • • 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SKEET 26 FOR INFORt1AMON ON LOADING. WINO. 1st • • SEE SHEETS 2-4 FOR GENERAL INSTALHATON METHODS. t17t1itlry/ 2}LINEAR INTEM30LATIONBEIWi?PMULL LERGTPSA$WMGPENWSW&%ALLOWABLE 312 FIGURE 3- AND 3}MULLION AND MULLION CI.IPSISSARf VT+W4HTor POR iDaRa1T DBS,SEE SHEETS 2123 HOLD TO DRILLED Id THE D SHOWN ON SHEETS 21-23. • • • • FIGURES BMW SUOGEBTE0.APPRO)M%TEHOLEL •• No.58705 ANGLE IJP MUST BE USED IN PAIL4. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAMNS.HMOW AND GAOUT-FILLED 01:71 OCK UNIT(FlOUREd: FIGURE 6c FlGt1RE8 ERNPINEWHNIAy 128 �81T6ANDBEAMMIMUM OF.12S} OUDS TOI�X�T xMULLW NIC AND836 /lNCHS1D 8 2 12 ANCBH�IOi INi�NNDOD MMY�8fE6M.18-BS.3��4 �l�ll�� - ••• • ••• • A.LYIJI�tAS11Lli`Ii,P.E. FL P.E.#5SM ••• • • • • ••• • • • • • • • • • • • • •• •• ••• •• • • • •• •• • • ••• • • TABLE 8A MuSbnCa Tt1bM 3j OWdn WdM Mr Qysr "M MAWM orOpol tp HOW @br MGM) Oil! Mts sots 7070sour Bole Isom hots Jots /Mts 6 Reallaoft Te9. T T nedeagabr Taeptrrlatg 1h0t7tlat8• Ttaptrrbeq 1taDt11 '116 6 1x4st.126 Laadtp Loaft Lat taedo toad, Loaft L4edm0 L-ft L"ft LaaQnp Laad4D 14rd0• Ioadtg Loaft 14adrg Loaft twAs y+ Mullion 1 11 vm 670 MO 820 1706 478 170-0 744 1mA 4m 170-0 eM VW MB JmA 982 IRA 618 170-0 1118 170.0 011 I= 1210 1700 621 170-0 1486 170.9 631 1468 1469 170.0 021 IVA 1489 170.0 621 4870 170.0 708 170-0 Mt 1mA NO ImA 881 170.0 NO IMO 870 170-0 1139 IMO 861 imA 1278 170.0 877 1684 009 -Ina 880 a" 1988 170.0 660 111.7 1805 170-0 6Bo T 1808 170.0 660 a � 00.82670 170.0 747 170-0 087 170-0 886 170.0 691 IMI 1001 1=1 684 iM* 1105176-0 725 10LI I= =1 747 140-0 an 170.0 M 117.1 1286 170-0 768 700.4 1270 170.0 788 076 1270 170-0 IS � Min in* 707 IMO 812 40.0 10 170.0 691 170.0 11t8 imA 784 168.4 1169 IMO 808 1972 1106 tmA 897 IJIM 1168 iM* 866 112.9 1166 fM 681 662 11M 110.9 881 772 1168 40.0M m a 6070 170.0 880 170-0 701 189.7 1012 170-0 797 142-0 1042 161.1 881 126.1 1012 1488 818 1112 106 t=j MI IWA 1082 1502 701 MA 106 110.1 782 716 106 120.1 ma 826 7042 120.1 762 8970 170.0 &10 170.0 748 1512 8911 187-0 818 1168 Mx 144A 788 113A = 131.0 782 180.41 892 tMA 788 80.7 802 114.0 7M mA Ma =4 746 INS 882 I= 741 88.7 9a 1060 744 g g 6670 t65A 987 MO 7M IVA 817 1460 7M 118.1 6a I= me IMA fla 117.7 702 etA W 100 736 M.7 947 1702 727 88A 817 93.1 713 Ott 917 960 711 51.7 8f7 Ko 711 Z min Iles 818 1427 737 1132 818 121-0 7a ors en 4068 m6 640 W 9M NO 706 60 SW 00 07.0 048 M.7 876 MA 80 "A $0 466 06 7aA an 42S 8M 1" M1 � lU m70 116.6 762 170.7 W 96.3 M fW M2 AM 76 906 610 722 702 MA 828 "S 4M 742 Om W.8 M 892 613 411 702 M6 802 412 702 MA M7 0&1 702 M,4 US _ N Z mts 108.11 726 IIIA Bio a" M. 848 $a 70.7 7a4 ou 8M 810 rA 74.4 MB 68A 724 SU Mt 614 714 GM M3 4" 728 67.3 93 $62 728 1143 687 814 7a4 636 am sets MA 60 716 4M AS 00 617 474 49.7 00 MA 4M 43.6 50 47.1 4M MA 50 428 482 30 50 58.6 448 20A 50 54.9 436 218 80 911 498 21.7 80 60.7 418 9670 W6 410 M.9 427 47A 470 417 418 40A 470 492 4t2 866 470 50.6 406 $1.8 47044.4 400 28,7 470 324 M6 2A9 470 211 9M as 470 26A 8M 17A 418 262 in IMm MA 377 41.1 381 3a6 374 348 335 2U 577 30A 390 282 20.8 ffiti 22A 877 24.0 331 20.1 W 2A 317 1" 977 110 310 IM 817 4.1 III In 37.1 3W INS 923 NO 967 316 30 266 Sb7 27A 348 232 861' 14A Bos 20.9 567 71.0 3M 18A 367 20,1 301 114 867 4A 284 a N MIN 219 Bos 78.8r;; 2fA 808 21L1 4N 21A 908 28.7 X0 18.3 3M 182 20 i8A BoB 176 283 VA to 17.0 212 42 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: - a AIM CM I Table Ometrda Witcorotme CMIL lblbr �¢d= PTiNbo4 Mw (DP-)X(ANCHORCAP.a,„„\-ANCHORCAP.- -t tY18'Ebe tWBeMw GIWEbo tWOSEbo 6108tad 028fad 012Oad MILLIONCAP.ae...o. AnOhorCOPPalMn19 Molar 9n8®oo0mmatl ifs 6eeltmmoe Ian 9N8'Ebot4baeon tMEttelOtlaom tMta4tabt Ian ASM08100 r=rfM84 WfM SateaM USE TM FORMULA.TO OBTAIN THE ANCHOR wMateeee r 2-ur r S-vr 9-w r 241r r 2-lir r 3-M r OAV www 0951' CAPAOITYREQUIRED!CORRESPONDING TOAN EVA01=4 ni 1-or t3N' i-w 14W 2 1.4w 1.114 i-tw 44w 1-U8 1-tt4 r 10.19 ta• raj ACTUAL PRESSURE REQUIREMENT FOR TW 2 4. w.oal8tawQtMOme MRS 45065 MO to"ft OPENING,WHEN IT IS LOWER THAN THE MILLION 4Anolate®2�Mb.0art1ta1ga6taO8se8t312 s98.9j moms mobs MDms 141008 96294 Bon Moes Boa asoma wk Mote Bon Wes BMma 1120706 CAPACITY(FROM THE TABLE)OF THE SELECTED 3Arwnae6Dt•1e 0.Q1MwAeaM(or0ma0a eft'): 9Mme UWft NW WA NA ttm Mae Boa WA uta NIA NM 130me Immo rooms MULLION.iTWILL YEW AMINIMUMANCHOR aaeettars 8ido.0a102r A11P e10fi a MISS 7M me Moms "Oft "oft swo ft ar-m FM 7Mme 74670 =me CAPACITYWHIC IMAYBEUSEDTOQUALIFY IIml MMa7-?M O.at0A2aAaEe Co)a 1 M 1* ttmms limes tomos 23Wm8 2614ms Saes Emma K% Imes name 19mme aM9me teams 13976ts t8Bom8 ADDITIONALANCHORCLs M"FROMTHE 4a0rotaMa4s•Mnoalu�64e. Ame(w97t NIA w tin Sia pm (en Na( WA %A 79n t6f+ Boa lata Nw 1go2n ANCEWRCAPACITYTABLE. PRODULTRRVI3® 2Matga 248[Ae.aC/Rd9yP43 =ft960 me =ft70616, 470 ma NIA mese WA SHS 16A 440706 Wa 981708 46 roe M9ma 70gaffltl�Pbtlda 4Malae 1.t88mt.0A/ 4Bome 7006• WA NIA N61 NW 360ma t4N KA i WA I 1481 N81 I 86708 BMiae fffi0 me AccepMosoNa •Od NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALINES AS THE STANDARD QIP. 1'oor r ) TABLE NOTES: I FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: F'KAM& FIGURES: 1)SEE SHEET t FOR DISTMIFTWM6 ON WM THWAMV AUD SIW 26 FOR I NFORYIATION ON LOAOINM SEE X11 t I 1 t t t t tt • • • • • • • • • • • • SHEETS 2.4 FOR GENM%%L WST 00 0 i o • • � . . . 2)LINEAR KrERPOLAT(Olr}I TWEED.LgL L . is . . ;WIDTHS IS ALLOWABLE • • • • • • • 3)MULLION AND MILLION CLIPS SHOWN AVNOT fO S&EWft=plMBd8 ON%SEE SHEETS 21-23.HOLES 4� _'�.' No.58705 � TO BE DRILLED iN THE FIELD FOLLOWING DWMIONAL RESTRICTIONS SHOWN ON SHEETS 2123 FIGURES SHOW _ FIGURES: FIGURE @ FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATKM • • • • 4)SPR8TRATES:CWtVT? Td 301 tFEAFICATWN8.HOLLOW AND GROUT-FILLED ' • • • • CONGREfEBLOCKiI1dn�8HJ1LLtx�RM6p C ftObS�LLBEP URE•TREATEDYELEOW .ice' �'t�'. I�CORIOP G.��. • • SOUTHERN PINE WIT*AN GOOF 096.ALLO76(lll�$HALL jS A MWIMUM OF.120 THKLC STE6l. i .... STUDS f0 BE a M GROVE 34A7gl.Cr45'TIiC14(78 t9T1S TO BE AT LEA$T.12V THICK T ''.;rs/pNA�Er:�`� ANGLE CLAP(FIGURES 5W MUST BE USED IN PAM AND A30.ALL ANCHORS MTO%ETAL SHW%XTENO AT LEAVRA BEYOND THE MATERIAL,A10& r XMX.12s S12 ANCHORS INTO WOOD MAY BE STEM.1"S.S.OR 410 S.S. MULLION A LYNW PP.E.FL P.E.O 58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A op"vriamb Malmon Ca Tableoil i�r nom)orOpeeUngHaytNdor ee�ettt1� sofa sob 70fa Sofa sofa 1 fa Mb t4ob 18010 ' 1x417.37& Ta•llfen9. I Wm 7tap19l•=. 7te9Rdal� Tmomwb. 4$ lx4x T5 L t t� uaft L"ft lomew t00ft Wadbo to-Bog s $$tmft$$ ►aAeg t� L-09AUM1111 bo alr .m Mumon 4210 1700 = 1700 435 170.0 744 170.0 478 IMO 886 170.0 ON 1700 92 ITDA 611 JIM file IYU 621 I= 1210 170.0 021 170.0 Mel 179.0 all 170.0 -If- 001 /700 1988 170.0 621 4610 1700 706 1700 82{ 1700 860 1700 684 1700 92 ROA 670 170.0 /f88 170.0 881 1700 1279 170.0 977 1700 1417 170.0 880 IMO 170D 1700 680 170.0 1888 1700 68D 161.8 2024 1700 880 068 �� N OO=tn 170.0W 1700 083 170.0 818 00 17ON MA HOW70.0 1886 170.0 118617"1 723 170318 A 11700 700 747 114% 770.0 706 170.0 1796 170.0 I tole INA 708 1060 less I= 766 O Iti 8410 1740 797 400 912 1700 906 INA Bbl 1700 1118 1700 764 1700 1278 1790 I an 170.0 UM t=j 837 1700 fes! 170.0 808 Is" 1796 1700 881 IVA 486 TPoA 661 110.0 RBB 170.0 681 m F of" 1700 885 1700 701 t740 1088 Ina 797 170.0 FN 1740 879 1740 1417 1700 014 1700 1986 170.0 886 WA 1619 170,0 1063 ROA tm MA 1083 111.0 tats 170A 1063 873 1619 1700 1083 88= 170.0 on 170.0 745 I= lite 1TOA 810 I= 1402 1700 840 170.0 f18B IM 1018 1667 1642 170.0 1678 141.0 1012 ROA 1123 1176 1818 1886 11M 100.7 169 twe 1167 8&t 169 187.9 1167 � 48b 1740 174 ROA 786 170.0 JIM 1%12 90.1 ROA 1361 1740 1002 18&8 1472 tM0 I= 142,$ 1472 1880 1148 M8.8 1472 112.8 1180 191.1 1412 We 1106 VIA 1412 1460 IM 8&S 10.2 1{6.0 1106 Z 72fa 440 4003 170A ON 1700 t46 MA ING 160.8 I= 16&2 1101 1320 132D 14U 1012 117.3 1920 187.8 1088 t0&B 1= MBA t049 0&0 1520 1170 feel 78.4 1820 it" 1018 BBA 1= 1126 1012 3 1 l8b 1700 1122 ROA 967 10.9 1184 169.4 1013 =2 1134 I= 884 tM2 UN 120.7 978 99.7 1184 1189 ON 88.8 It84 107A OR 740 1191 970 0ffi 84.1 1184 9&I 071 88.1 JUN 923 00 fD Z 78b 16&1 1124 1700 887 138A 1124 1470 886 1186 1124 M&B 841 10&8 JIM 1160 ON SO.3 JIM 1066 918 830 1124 96e 006 88.2 124 68.0 890 Me 1106 SU 881 620 1124 892 878 sofa 10&1 641 lite 780 90.1 BN 91.8 798 7i2 841 821 721 876 814 73.9 712 80.1 814 B&8 709 04.11 814 B1A � �.0 814 6{2 8T8 98.8 841 00.0 881{ 586 844 {7.7 882 � Q Seim 12.1 TM 913 689 742 742 773 8&0 742 B7S BN 66.T 742 d8.8 881 480 742 661 44.6 7a 448 814 17.1 742 490 890 SHA TM �.6 M0 270 72 05 0.84 y 10810 828 688 89.9 690 �.1 60.8 69.8 621 127 888 486 613 30.1 686 41A 608 360 088 379 400 314 880 342 492 2&1 069 28.9 481 229 688 76.8 472 10.6 8� �.7 488 y 11110 07.0 = 88.8 603 4&0 4se 495 412 U5 428 447 98.0 = 36.0 480 S2.0 Me 342 475 2&8 5319 487 2fA 066 27.1 IST 206 856 21,8 446 i&0 666 220 122 � x wfa 466 476 464 {83 3&0 416 380 420 328 476 3&7 40 II8.0 470 20.8 4t4 289 470 2&8 49 228 176 240 4D1 t&0 476 21.1 906 189 476 1BJ 987 149 176 172 S81 x d 144fa 280 530 287 3m 22a 380 'L301 1&0 83D 18.5 217 t8.6 S80 170 285 TABLE 78 _ ANCNOR CAPACm aDaSTMENT FORMULA: Ix AM hoz Table 9.411017•. to9wow FOmdCW YY00A mm (D_)Xr/WCHCRCAP.,,,,, 1-AN{�RCAP. ^5 8W8'8•o 1/6'86Eb0898'atao IM8afto 01081041 128" 142md MULLIONCAP.A„a„ AtrolrorC6pPme Asha 8116'akoUmman tW&be IABle4t1 9n8•tOoouAtrman 1t4'E4o t9n64an Un•oao A9paa1blor t A> eom•08S8dro1ro•1 eamaR161 USE THIS F014Ml1LATOOBTAIN THE'ANCIiOR BdBoIX t" Z•1fP r 2.160 3118` P 310. Y &1tY 7 .aUB" 2' 0.48' 8.61 0924" CAPACITY REtlU1RED'ChRRE3NG TOAN amb86nad 19W' t1w 1.914' tw 7 1074' 1-ur 1.212 Mw I-W 1-410 9' I-w tale• tad66 ACTUAL PRESSURE REQUIRBIff f FOR THE 2Aaolwe®4.7s Wb.aa/ or0MMOCIP 19.t8$ =6 380=8 as 89068 tea m6 =fbt 28D 8662• 740 974 m8 ft wm6 t OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anbn@22StN.aat8tMW(ot011t*Cb 3j 7Wms 700 m6 Q86me 14 rob 962=6 UR 68Dme ►ret 670166 WA m" 710 612=6 68396 190=6 CAPACITY(FROMTHETAULMOFTHESE.ECTED 8Aughm Dt.lrmkLO.atatanmawomb"vtom47 S80mB gems RIA wk WA tW 7BOme K% x% WA IN1 W 18B3=s 17TDme 7bf0=s MULLION.IT WILL YIELDAMINIMINANt�R 4Anolota 3"690.O.a/(A2dsA119eC!<DSt47g.Oj TBOme 780ma 680=8 1080=8 1898=8 6W00 6BDme WA T8B=s 748=8 880168 1892ms 88'd80 seems 1120 me Cd1PACITY WHICH MAY BE USED TO QUALIFY 0An4tom05'680.a0.10295AngleCDsI 0. t49ms 117000 t029ms 23ams 2844041 awe Gama � nMtw seat= 2S20t08 2616a• 1926n 13arms teaoms ADDRWNALANC�ROPTWNSFROM THE 4k""@am stn.asl"PA faOAMABnLM MR 700 WA WA Mt ►BA Nm xm r IBA I9A 780 7171 t9A 1430=8 ANCHOR CAPACmrTABLE. 4rMIa81alA6 2Amrpm 23i•1f.0.CJFA bM4k 370=8 9II0fM 280=8 706108 78215 K% 28Dme 4181 316=6 MR d40m6 96100 442MB OBOme 4An*r4M I.wmhu.6lFCw480=6 700=6 ISA 1791 RA 190 360=6 1191 IBA I PBA IWA 810 sums 886=5 I 1110=5 No 0� NOTE:FOR THE OFFSET CLIP.USE THE$AME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. i 1.082' r'- -y tow r"- TABLE NOTES: ada t#oduc6 COMM FIGURE 1: IIGURE2 FIGURE 3: IIGURE4: FltiURE& FIGURES: 1)S�EESHEET IFOR INSTRUCTIONS ONUSWOTHE TABLES AND SHEET 25FOR INFORMATION ON LOADING.SEE SHEETS 249470 I NBTAL I#TI01 • It1I 11 l r l l t 1 2)LINEARINTERPOi.AT10h%j.IIWEEtjf�im.�LI�t3T118 N ROPO4MWIDTHS ISALLOWABLE �` �� VCEN3F'•`gyp` �� • • • • • • • • • • 3)MULLION AND MULL1ONC s S N ARF•P )T I�the ww DiME61S SEE :�1r i :*11 SHEETS 2123.HOLES TO BE DRILLED IN THE FIELD FSU ZONAL RESTRICTIONS 4.�0' 4�" No.58%0.11 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. - FlGURE FlGURE f2. . . 7 4)SUBSTRATES CON TO Ac1301 sPECFIOATtONS.HOLLOW AND ': ( a-R 5 ty GROUTFILLEDCON BI JNti( S1i&L�NFORA4ioASTMIG�.WOODs AL.L8E �O�., TATE w PRESS• • • • �B�EA OF492s7 L&T I�T4Fj7uDNS�olbo9lta% aRADE38A�5ro.046' 37g• 3710• ;tOs J�(oR►o 'GSC THIC((18 GAU0E).8LRUOWJR RfEEL TO SE AT6EAiT.1� ALLANCtORS -� its ONAL 1V\\\' ANGLE CLIP(FIGURES 888)MUST BE USED IN PAIRS. INTO MPTAL SHALL EE>�T''ffEM AT IFAST 3 S@FMW THR�BEYONWHE 6jA #10&#12 rx 4•x 3)6"� I x 4•x s7a- A.LYN�1 MILER,P.E. ANCHORS INTO WOW MAY BE STEEL,16.8 S S.OR 410 S.S. T-1210 t lO1J MULLiON FL P.E.#6876 • • • • • • • • • • •• • •• •• • • • •• •• • 0 0 0 ••• 0 0 TABLE BA ]� MWIat Tt1I,I9 3� Opellklg WHIS1 Pt 1112410119)-CpW trtg HQ%M PrI4111 n UMM) a solo Gob TOW 4o to a% to 120 in 140% Wo% 128"x T 6sp/Maq. 7a•/f4mg. > 7 71ep7Mm9 tam Tmalut®a t4a T � q 3105'x t+•d<1• ►aa•re LaAre ts6dn8 8 L16Qn9 IosM9 1L-ft Igadq loaft L1esn9 uuft tae0ro ToteIa h VL CIO 170.0 42O 170.0 434 170.11 744 176.0 47a Inc 800 170.0 400 a" 982 17x0 $ 170.0 1t" VU IM 119.0 W40 17U 6M 170.6 HOB 1110 121 170.0 I= 170.0 121 161.8 1749 170.0 621 LC4 0010 1710 700 170.0 624 170.0 840 MO ON 170.0 002 170.0 470 170.0 1138 170.0 601 1717.0 1276 170.0 On MA 149 170.0 680 068 00 MG 680 1327 1000 t1O.0 400 110.1 I= 110.0 880 ' C aunt" 90.0 747 176.0 a 110.0 880 170.0 881 170.0 1018 99A ON 176.0 1100 Im 728 170.0 1.900 110.0 747 WA sm 1710 764 1302 1008 17411 746 1119 1100 170.0 700 I%A 1489 90.0 746 alo 1710 791 INA 612 110.0 949 170.0 861 1710 1114 170.0 741 1740 1276 1710 800 183.1 I= 1T19 a ww 1808 174.0 M 122.9 1918 170.0 841 tate 1378 170.0 841 070. I= 179.0 081 ,^ � solo 170.0 484 110.0 10. 1710 1080. 170.0 107 teats 1168 170:0 me 199.0 1100 107.0 80. 123.4 1166 1414 919 1112 115 160.0 912 0..7 1168 144.0 806 78.4 1110 fate 806 899 115 1419 0.06 W 631 170A 930 MA 746 160.1 1061 170.0 ew W72 1061 1419 409 III)I tat 14ZO 844 108.7 1061 1329 887 411 tat 128.7 sso eat al 119.0 422 618 1041 11&1 621 GLO lost 1111 021 46% 107.1 007 170.0 748 1309 957 W1A 806 11&4 09 i960 790 101.4 967 WA m 999 967 ICA 747 S39 007 1009 M 079 W 1040 760 pa 967 989 746 422 09 H.9 748 g M% 12LI ON 1342 898 IOTA 89 1112 684 01.0 W 101.8 OR WA ON 91A 430 719 ON 66! 400 464 e04 70.0 448 63.6 ea 722 833 46A 004 ea9 W 40.2 60. 699 M ? g Mn 1044 772 144A 630 912 722 972 418 7a2 M2 649 NO M4 722 70.7 400 499 7M 7119 M 467 772 669 600 46A 172 689 M 59.1 722 60.7 = 342 072 40.2 Qa 18W IOU M 1918 800 0.A 684 89.9 M 729 = 789 071 %=A 600 TOA M 462 886 848 000 649 485 411 063 B2 686 668 as 062 684 61A 697 31A Cos 417 498 aQ�6z1 a 00% 00.9 616 BBA 467 649 616 075 449 47.1 41(1 411 441 412 414 14.7 434 368 616 118 4 89.0 516 07A 422 279 414 9A1 iib 23.6 616 909 107 '10.0 616 07.1 101 hr � l - 00% 00 413 66.6 4H 469 463 47.1 887 969 468 41A ON 989 469 914 GNI 302 4D 33.0 376 272 009 30.4 374 22A 400 28.8 388 laA 40 INA 380 ITA 443 229 LlM 108% 3a1 38 300 928 31A 348 318 918 272 308 284 M3 268 368 07.2 308 212 800 2Z7 SH tat 368 209 300 149 3% ISO 293 N r: 111lo 3LI 336 AS 900 243 336 30.1 301 26.1 336 2&1 297 27A 390 232 203 1918 99a 30.9 289 179 S90 10.1 245 2 Q r- 27.9 290 0.2 264 232 M 28.8 leo 18.9 29D 20.6 264 9A 480 14.2 M WA M ta4 M tttry�� 14410 10.1 201 16.3 186 d P TABLE SB ANCHOR CAPAOrrYADJUSTV MT FORMULA: g 1,ANCHOR CAP Z71OwAde 9�mrCarc. T 6 HoMGMU Fm3tl 11 1191st (DP)X`MULLION CAP_ AN0WCAP._ 6%8'1715 WSSEle 411s15te VC85EHo SMS 812$tW w28M AOaitorClpPa1061118 ` 3H6•®cetmlaem v4•eeoum•m Uaun 9N8'ExoU4•con 84'EIWiILaa•IAWeGaW No= A00wCft w ,R� (" USE THIS FORMULA TOOBTAIN THE ANCHOR elpal•neepl6 r 2.9r "r 24?r $ale` r 2•vr r 2-8r r 3.10 r 9. CAPACITY REOUIRED OORRE INOTOAN 6aeeuuma 0w l�4 149, 15141 r I-v4' fur 1114' INC 1•tl4' 1.114' r Vw 14V ACTUAL PRESSURE REQUI>8�1TFOR THE 2Anea•®a7swnolLltxeManno4lM 4 Mft 9n M 30 Mbs 28088 SUN 7003s 4 661 aims ms 880 OPENING,WHEN iTISLOWER THAN THE MUWON 4AnxfaeQI.WMh0Al8WANd $ 400ft 70036 Ira INA I&A WA Mrs CNA WA 70.41 WA t&% 6Mms 80033 112998 CAPACITY(FROM THE TABLE)OFTHE SELECTED 4AMI1n@9161W.C.C.1M2•A*0 I am ISM am, asoma W0a3s MRS 64038 PA mm 74638 880814 =03 w2ms O00fda imt60 MULLION.IT WILL YEW ANCHOR 4A=h=00A VNal.C.C.It-MAMD.188Affin a tm! M% IUA 1NA tuA "A WA 1791 IIIA I&A ILA to t6A INA 149936 CAPACITY WHICH MAY BEUSED TOQUALIFY 1AOMaY 196t5s W536 =ft 445x9 BM 9n 1s6IDs 1336 moss 978ID8 ism, S920B -we-s- 170979 22133 43038 ADDITIONAL ANCHOR OPTIONS FROM THE 2A Mxs llw& t.Cc1 240M 399ms IIA HN1 IOL x41 18038 w0. CNA I!0. INA CNA 9ilma 4120! 660.6 ANCHOR CAPACITY TABLE FROtWCFRBYISID NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANt�RVALUESASTHE STANDARD CLIP. ��" •D� FIGURE 1: FIGURE 2: TABLE NOTES' }'12801 • i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 28 FOR INFORMATION 6P30 act m4ro1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INKALLATION METHODS. •• •••�n•. • • • • •• 2)LINEAR INTERPOLATIO1 BETW-EEi1N��i"-"`6640 S 1lNDl•ER O•P •t O WIDTHS 15 ALLOWABLE `�� NY LYNJy FIGURE 3* ANGLE 3)MULLION ANO MULLION OVSSHOWt7t>� O DIMENSIONS BEE 3188' ��~Q��aO'�}GENgF • • • • �T SHEETS 212&HOLES TOIN ORiLOMM TMNELO D RESYMC71ONS �w SHOWN Amt SHEETS 21-23,FIGURES SHOW SUGGESTED.APP HOLE LOCATIONS. . _ No.58705 _ IN PARS. 4)SUBSTRATES:CONE SHALL CONFORM TO ACI 301 SPEOWICATIONS.HOLLOW AND FIGURE4: FIGURES: FIGURES GROUT-FILLED OONICFKTEWAC"UNIT FORM�OAS%C-MWOODSHALL 0:�r�AV�55 � BE PRESSURE-TREA8ED476I GW�t1THG18NPsNH AN OF 1� WUM SHALLSE O': • QTS AND AMg1154,�7!128•THIdLSTEEL BTIJl1STO A�THISK A0. S3AND • Er 1.78'X3.18B`X.200'6AIf.1.(ON i � 04lP THXIC(18 GAUD S TO BE AT LPt18T.7@li<THipC A88.ALL 1�,� �.,�s••.t.�ORttlP,.��'C.• a-*-] • ASOFWRS INTO MET A S THREADS BEYOND,THE MATERIAL. ( MULLION) i�S'/ 8108012ANtII>RStNTOWIm MAYSEW1 SS OR4�tR� • A(+�NNI��+,p, FL P.E.B 58705 ••• • • • • ••• • • • • • 0 • • • • • • TABLE PA M910on Oe T1111t6 VMtQ91po+�e�ngra0e1WnDDrAom)erOpenlly M MAmnb*sp ft mw Mm 70tH mm Mm t0oin train In 1M16 aA0lmmOal 71gpT4elm. I�OW*W wwonp. TmyTA6ng, a6e1869�Bf > F tt T�eplAtaq. 1 Ttay11W 1 TapffSmm. 714D7fOmp. Toxn%p � 128X.; ,y Us" 1na41m U"m tead9q 00 2oeatM tne6a6 1� laeuro 2na40m Iae49m Iu4Km taedpto loemq laQfH LenOtnp taeQ79 te4t1n4 p#°' AUM.Mm. 1fill, I hI 3- 1 11 #aI aI a I a #a a I I 1 11 1 11 1 a 11 1111111 11 u 11 111111 H if I if 11 if I if 11 if I if 1 11 1 11 H if H if 111111 11 1 if 11 1016 VU I WD 11=1495 90.4 741 1700 479 110.0 M 110.0 8M 11M 092 17010 610 IT" ilia 1700 m 168.3 1110 imo 641 IV.? 1119 1700 691 t00.8 Nie INA 641 mA 1118 Ime I 621 O f•: MM I= 708 I 170.0 I ON IMO 8M VOA Gas 187.8 916 170.0 030 1447 M MO 801 190./ 978 ?&0 977 117.3 978 MO 860 W.8 919 1700 880 WA 978 MD 590 703 M VU 960 3 IlW1 609251n 110.0 M VOA 663 V00 998 170.0 634 160.1 927 MA 054 13U 817 1655 M 1172 821 1M.1 106 106.8 991 1603 SM SIA 927 1609 MS 744 927 V09 MO a" Or 168.3 895 0:A N 54tc VOA 703 170.0 Gillis" eM V0.0 881 =A 9M late M9 116.8 9M 141.8 60 103.0 8M 180.0 40 921 80 tM.B 854 71.3 8M a" 864 862 8M 19810 069 W.9 8M ffi8A 8M W Q� Mgt 1439 To !MA 04 119.4 740 1999 820 102.3 748 11Te BM 895 148 1039 MB 7910 748 10110 M4 71.8 749 948 60T 847 NB 98.9 683 612 748 808 663 418 749 939 83 Mtn 743.7 037 132.0 819 103.1 On 1132 868 M.4 811 VOA 50 77.3 W7 91A M 04) 077 869 839 OI.9 W7 81.0 M/ 619 871 71A 629 449 817 18.7 8M 307 877 79.7 SO Mat IOA 017 110.1 GO 9V MT WA 610 789 617 Bas 6M 03.3 8V 788 I ON M9 OV 749 4H 53.8 OV M.7 IM 418 617 HA 481 WA 617 637 487 3310 817 831 184 N g 7216 Ot8 618 03.1 450 00.1 616 714 440 1832 618 862 02 618 618 MLO 481 1 141 618 664 419 4110 I Us 60J 04 31.8 I 618 48.8 408 OAJ 618 4810 M 249 518 460 40 104n IDS 40 747 408 647 486 849 MB SU 485 616 810 44.1 405 40A ON 002 4M H8 M $34 40 442 1 034 20.4 486 889 381 262 465 M8 364 22.0 465 302 393 � Nit 842 Ht 630 M 643 Hi G?J 978 488 41 .80.8 8)9 10.e Ht 45A 30 $02 Ht 41.0 9B0 89.8 41 38J 3M 122 41 919 948 213 141 34.1 349 24 Ht au 846 � � Z mfn 42.4 339 439 4m 3610 9# 8110 4M n! 3384.3 034 W6 389 208 260 488 382 941 WO 212 332 26.1 4R 17.1 all 41.9 2M 189 339 108 M4 133 392 141 ma 8610 Of 949 201 291 808 2610 491 P8.4 96II 21.8 491 03.6 248 144 291 91.3 214 179 991 tOb 241 US 991 17.1 298 199 294 168 432 •; Q O r 10831 4410 9m o.1 408 206 930 41.1 206 Vb 490 18.3 901 144 430 182 1M � X 11110 22.8 216 23.1 197 180 218 WA 194 142 22 168 181 tit 418 MA m 19061 I7$ IV 189 170 149 181 ms tW LE 9B ANCHOR CAPACITYADJNSTMENTFORMUL.A, LL AnohOr Table _ 710 9AkCOm. COU fled= PTIYe06Mdd (ANCHORCAP.,a„ 1 NIB EW twee •IS•Em 1x'881000 8108109 912&11 W28ted (op-)X °ANCHORCAP.,W AnotwC8pPa11arae haps 9tM•EknBemm� tx•B00Wh6oa tmmm 3A8•EPoeUp�m 174'fileotpl•e4nASPOWW 11Wam11 AMMOMr 8a 03880wm(M eeme831'f USE THIS FORMULA TO OBTAIN THE%ANCHOR E66emste m1* r 2.Vr r 1 2-VZ 3-1x• r 244 r 24W r 3-179• r a.Gr 0.6r 0.914' CAPACITY REQUIREW CORIaMPONDINGTOAN Empaaama11114W Vw lair lax• r I•UT mw i-1W 11x 11w t•tW r 14W I-W 10086 ACNUAL PRESSURE REWREME14T FOR THE s 76• ar >x Mom =a6 4601 mas se 3-76 9641 room a 8M1 mem 9411 m 1 OPENING.WHEN ITISLOWERTHAN THE MULLION 4AMbme0l.lsNrd0AIStmdem(r�se01911PM2k 4mse 7091 1810 WA 1164 WA 8mm 7161 NN 67x1 1910 MA m 161 Nao1 CAPACITY(FROM THE TABLE)OFTHE SELECTED 4An*M03•NIL 0.0.7(?Zvtg pe0A7t m Mm moo Sm1 Hamm webs 54668 6mse WN 1891 wris 8601 tM21 021 Bol itmm MULLION.IT WILL YIELDAMiNIMUM ANCHOR sAwb= o.6r6+a.=1U4M14,pao.forAetm.4F14.6 WA NM WA WA are 110. 1 msk W% I RA m ►VA 650 pml 1910 mow CApgCTYWHiCH b1AY BE lJSEOT000ALIFY 1A06pa7Scwm1* 1961 lose 9281 4681 m 13668 14ese 1771 1 mom 1971 =rA 4791 1791 4411 2801 ADDITIONAL ANCHOR OPTIONS FROM THE 2Ameae 0 1.16•NM.mwF-fttft ft. 4Mw 860w Im RK N91 !aA lose 3810 Nu 611 467, Nd1 9411 4Mm aM1 ANCHOR CAPACITY TABLE ODUCPRIA� aDbtLePlolldo �/�,,46 FIGU E1: FIGURE 2: 1.W 'vim TABLE NOTES: • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION eL§od9q txlatol ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• 111111/7 2)LINEAR INTERPOLATIO:BETWEEN VV RM M40MR•PBMMG WW M IS ALLOWABLE. �.��y�(LYNN&, /,�. FIGURE� • • • • • • 3)MULLION AND MULLION�SL�fid.�RE1011'O DU61BH8ION8,8EE �GENSF''• ANGLE CLIPMUST SHEETS 21-23.HOLES T ONIS ORU6JPM T►H�G MEND 0 RESTRICTIONS • • • • BE USM SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTE6, HOLd LOW101 . No.68705 IN Paris 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 AC 301 MWMATIONS.HOLLOW AND _ q�/ FIGURE 4, FIGURE 6: FIGURES: GROUTWLLEDOCIC�3 "::6T TOASTMC•80.WOOD$HALL. A '* 1'C� b BEPRE98l1RE-TREAT LQ)N 't SHALLBE - 1 S 107E 1l/ « • 8089 78 AIS BE A MNDMi�K1TARORRI�'1711QIL 8 TO A GRADE 33At ALL .�LOR10 .•' 4 LL-oj • AromaCHOR"0(J1TO LW�rENDAtiEAS�Te ACTT rNENU u1t .�S ......... IV f9 Ttd9 1.28x x.IOG `�7S A� * #10&P12ANCHORO O MAY BE� ,18988.OR4IBA8. • MULLION A LYNNR41t�`�R,P.E. FL P.E.#88706 ••• • • • • ••• • • • • • • • • • • • • •• •• • • ••• •• • • • •• •• ••• • • TABLE 10A OpentelfVildhOw tolmolm)oromir4Now (I« 1181Im14) a'It Win 6010 7610 so in orb loom iNb tab 1Mb 126713.48 ReseengWr Tre4Td2F4 Reotangdu 7®878107.0. Reclaftgda Twffft. ReoLrIII Trall7dsog. lboId". TUIPTAMI. Itealefl0lerTmpTdme• Reatelpmter Tom. 7rpMfdey. 2.624 1,011111011 loading U ft 1.0811109 tooft Lade@ tuft Loedb9 lasing toeing larding � Laang Lowbe Los" Lading Lading Y 1"°Haaa � if 181if hif 1 11 n if 11 11 If 11 11 11 11 1if tH if 11 111 11- ru aim Imo V0 170.0 436 Imo 74d Imo 410 INA SO 110.0 NO 174.0 970 170.0 619 A0.0 1116 170.0 621 110.$ 010 1780 an 90A 1166 tm0 at into 088 1m0 701 Imo 198)1 170.0 611 ab Imo 708 tRA 626 tm9 360 a" M1 AOA 914 IRA 836 Amo lm 170A an AOA fl76 Inc 677 110A 1417 170A 688 INA 1100 1700 BN 188.7 1878 11" 669 14U ISM 1700 No Kasic 1m0 7Q 100.0 Egg 1m0 898 tM.O 891 110.0 1068 1T0a 890 110.0 11m 110.0 723 170.0 INS 170.6 in INA 1441 11.0.0 768 im0 firm mo Me 164.6 1877 IRA 768 183.6 1877 90.0 Me IL N 6410 1700 797 110.0 812 1700 968 170.0 881 12.0 Nth 170.0 760 170.0 1216 Imo ON AOA 1434 170.0 870 INA 1681 AOA' M INA 1768 Imo 8111 194.1 1168 179.0 881 117.3 17108 INA so m Bob IRA 636 MA Rt 1m0 1099 me 797 M.0 ON 170.0 709 1RA 149 110.0 944 161.1 %1f lao 709 1mA 15" .00.6 1039 12U 1611 im0 IOU W3.6 Sit INA 1089 90.6 1611 A0.0 1087 Ob mc 870 INA 746 1700 its 170.0 mo IRA 1904 90.0 No NBA 1870 AOA sets 13.04 we 170.0 1010 1%.3 1770 164.0 1087 1014 A70 U" 1072 NA NIg 1663 to" 78.9 In M6.3 1010 •� J Be to 170.0 974 90.0 710 IM it$$ 170.0 SO till.$ i>� M9 =2 1362 1216 A9.6 1019 1211 ms 147.1 1808 ona = 199.0 M9 as sea rim all 77.6 1268 N9A 976 silt 1416 me 976 Z N C 7410 170.$ lm "CA 876 Ina 1048 an 694 119.9 1419 im.I Wil 10ts toff 110.1 ON 992 1039 108.1 ea 89.9 10{9 192.7 836 m.0 IOm 969 mil 69A 1449 912 700 68.4 1069 911 828 1010 170.7 911 149.1 702 1169 911 VIA 606 101.9 941 1112 781 702 9N 100.0 710 78.9 861 911. TO 11.4 9/t 663 767 61.6 at 7i.$ 746 61.0 Sit 74A 737 a.$ Sit 799 798 > I z Nie 1920 994 137.8 7m 1160 704 iseA 701194.3 704 IVA In 826 970 910 7a 739 704 84.1 736 860 Of 769 721 66A 894 N.7 701 47.1 701 87.0 701 41.3 703 86.1 m8 orb 66A on $83 SO 71.$ 871 ia9 50 GLA at 66.9 676 mA 811 662 670 413 671 70.9 M 43.0 at 48.8 651 70.8 at 43.1 630 303 on 39.7 631 29.9 4111 mA 96 Mb 10.8 706 74.$ 627 610 mO 8tA 618 m$ 700 63.1 706 4L3 706 473 670 399 700 OA 404 36.4 690 703 470 20.6 680 34.7 477 262 690 3U 470 ort 700 29.8 470 tm10 49.7 40 %42MI 466 423 414 36.6 470 97.1 470 311 470 34.9 402 27.$ 4M 203 398 24.0 466 27.1 391 03 470 83.6 370 IVA 470 212 376 15.6 470 fl.$ 310 1/3 11110 462 NI Mt 399 399 32.7 441 34.1 367 48.6 441 36.2 370 26A 441 272 378 70.9 441 36.$' MY 19.1 441 21.6 363 seA 441 199 368 143 441 A.$ 36113610 96.9 976 me 31.0 939 26.$ 976 18.$ 931 70.7 378 467 8211 40.1 709 41,9 326 se.t 918 flA 921 se.t 3N t8l 816 x 52 52 team 2" gm 3.92 AA 236 15.0 270 1&31 239 I E_ Q r`I Ss' a TABLE I OB ANCHOR CAPACITY MUSTMENT FORMUI A: 1Y All obor"p ollyTe16s(We) BWelmm' 662CmC. F08012R7 Prwwd mm ANCHORCAP.®,,,,, 1t19'L'IW 174'88 6118'2100 1/499Eko aflBleA 6128181 BflBttse �)X{ ,-ANCHOR CAP.,,, AOtporW 8116-MIJAMem 170Beo6Rmtm awlitootilm on 1/4'FkoUbeea7 MUR ULA TO JMNtorCdpP�fems ti2mcdn Agg99N« u67r«m Aggmeel« Stmv straar098I BamiN68 USETHL4FORMULATOOBTAiNTHE 11NCkrOR nem" r 2.177 r R.11T 3418 r 2.Yr 1• 2-117 r 3.119• r Ur o34• 4984• CdPACITYREQUIRED• mm Tom Em0e08e0 t-3W' VW 1-304• 1-3•4• r 1•HO' 1.174' 11.174• Mir t 136• 6174' r 1-341• 14W Im n ACTUAL PRESSURE REQUIREMENT FOR THE 2 6;a7o•69noa7etar7ma« expgap.tr m9 700.6 WOr 2701.811 W4W3 7a 166 V$ft 97s 311703. name 706 OPENING.WHEN IT IS LOWER THAN THE MULLION 4ArtOR436t.se•1�O.a IsmMb7d inp p7g$ ME 100m6 M Ion WK im swu Rai ISA m Mk 03. 666709 1112886 CAPACITY(FROM THE TABLE)OF THE SELECTED 4An MIS13'uot O.a/(2I216A14pe 7 4 770009 Tmm moms 107005 1089169 Da06 em 8e IVA 760170 Tom em86 sob Bm05 Mom+ 112028 MULLION.IT WILL YIELD A WHIM ANCHOR 9IM fft*1 WUtft.oarV4mp.m.100•Amm. .47 77UL WA 1081 19% RM RIA WA RAA IVA IVA WA MA 7VA IN 9601ss CAPACITY WHICH MAY BE USED TO QUALIFY tAttlptt a 106IDa IO0e Its 445M 60 Ws 11696 t4om 17709 m405 Im109 Sm 86 709 Re 1RIas 22125 990108 ADDITIONAL.ANC MOPTIONS FROM THE 2Atx8om Li411i100.CJF 210705 87010 IMA taA Ra/ RAA "Oft taA N7A 1aA WA 1493 $4109 442108 670085 ANCHOR CAPACTTYTABLE. �I9ADUIep►o3{de FIGURE 1: E2: TA13LEN07ER 1.25ir • • • • • • 1)SEE MEET 1 FOR INSTRIICTIONB ON USWG THE TABLES AND SHEET FOR IINFORMATXXN Corer ON LOADING.SEE SHEETS 24� •GENERAL INSTALLATION METHOOS •• 1171 I 1 17/ 2)LINEAR INTERPOLATION B�TWEENMUI��L��3�71�"1Q}g9�s31i��l %fti�R,�, W.WOTH31SALLOWABLE `��_�NV �ju�A��i��i FIGURES ANGLE 3)MULLION AND MULLION CUPS SHOWN S144TOas4E.i�i^A�r � 3280' :�a�:2r�'VI�NSF SHEETS 2123CLIP MUST .HOLES TO SEVAUE098FiHE FISI.6 FOLYOWM RESTRICTIONS • • • • g SHOWN ON SHEETS 2123,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS No.68705 ~_ IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFrCATRNN.S.HOLLOW AND FIGURE 4: FIGURE& FIGURES GROUT F4 LED CONCRETE�LOC9jW PM Vi ALLWVRM TO�8TM�WODD 8}0.00 L 824• 1'• lel �5 (�= BE PRESSURE-TREATEOVI'MOWSOUTHERNIPINE WITH AN SG06*0 � SHALL BE a '(7 •. STATE0 8083.TS AND BE A EF.I(Ir THICK.WM S M TO SE AIMBNS61A6 t•1RADE 33AND RoRiOP.•' �� .046'THICK 18GAUGE). S*EL TO BE,*LEA8Tti28•TWIG(24N04486.ALL '' SS tJCjLE• L100 ANCHORSINTOMETAL AT�,� l>9l 'ATF4tE 8.81( fHEMATERWL 126•XN Nb24' ��i�rlO�A��,�t�� . A10&#12 ANCHOiE Y BE S. OR 410 A LY191P411cLen,P.E. FL P.E.$58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A _ 6�Ip•11 7818111 Opw&IDVIM( me=) ngmelsm ori wspaaNngr Wb Win lob Wb Wb toots win mh twin g33Ed 126x994 1 ftM/0.. qa A• Trey... TapR'dr6• IbclmgnLr T�fda•. R. ., 7iap7fdan0. Retlagdr Twp?dam. RWm9ular T•p?dsa0. Ttayf6aeg 1taeMiOd• T�3�fri�g p O x.826 Lm8a4 Luft LaBtg ►oafto Loan L-ft Loa to.Ba6 toadaq Loft tmd2• I9ft toe4A8 tamft L-ft LoodiaB Sx Is I Is 1 111 Ish 1 111 h I Is 111 Is I FL Is a I a a a I Is11 11 11 if if 111111 11 11 11 1111 if n 1111 11 11 1111 11 11 11 1 1 -I I I n 11 11 11 n 11 2 ,i 4218 1x0.0 620 M.0496 M.0144 170.* 478 1M.4 WB VU 68 110.0 90a INA 6U 110.0 1118 1780 641 imD Isms tied 671 = 148 170.0 no 1r0D 1796 1M4 621 170.0 Bat W.O 641 4118 170.0 706 110.0 624 170.4 BW 170.4 681 W.0 OW 170.0 on 7/0.0 118 170.4 Wt 170.0 1216 170.11 877 170.0 MO 17&4 BW IX4 RW 1704 60 170.0 189 170.0 WO NMA 2787 90.0 WO 60.W61e 170.0 7N W.0 W3 170.0 IN 1 Lm.*I 891 110.4 618 170.0 ON 1760 118 17.* 129 1760 1515 170.0 741 NMA 101 170.0, M.I?Ul 178 tM.4 1188 170.0 2092 170.0 768 170.0 2W1 170.0 7W O Bob mil 787 iM.* 874 II0.0 866 10d 881 LMA 1118 UOA 764 NMA 1276 170.* 808 vu 1456 1mD 937 tmo tw 1700 6W 1m.0 W13 me 191 170.4 2791 190.0 Wt 180.2 24W LM.* 8W I Win 1760 BW NMA ml 1704 IoW 110.0 787 170.0 1010 170.0 8M NMA 1417 iM.O 866 110.0 1866 1760 98 iMA 1771 170.0, 1069 170.0 2Ub .00.0 1069 6e9 269 NMA BW 128.8 210 110.0 IOW Wb 110.0 9m 1MD 746 INS 1118 IT" 8W 1mA 1602 170.0 810 1760 tag if" 1016 110.0 1815 1760 /0M m00 1W9 170.0 122 15" IOW 110.0 I= 194.6 2W0 tM.* 1171 117.7 sOW t7o.* tm Wb 1760 874 NMA 7W AOA 110 170.0 809 170.0 UW 170.0 =2 MA I= 1160 118 110.* 178 170.0 1166 tMD 1918 170.4. Ufa 14" t8W 1760 ON WA M 1104 UW 1072 1M iMA im 72b Ima LOW ma BM NMA ON 110.0 108 1M0 t4W Im 1128 IMA 1m0 tmo Us t60.t 1784 mt 66 1963 1796 1W.B U8 163 1791 66.8 ism 8.1 934 NWA tM 867 1781 %0J ON � mb 1M.0 762 R0A 8r V" 1948 R0.* I= 103 16W 1760 I= 161.4 INS t35.2 1886 Ott tm 16th UW IIIA INS 141.9 181 89 BW 1281 1228 W2 W$ 122.3 126 151 ON 1412 UB 7818 90.0 161 INA 87 110.0 1981 1760 116 NWA 1477 189.9 ULB 19&4 IM J.0 1224 tM 1477 198.1 I= INIA 1477 U8.8 161 808 1471 1168 169 774 iQ7 1103 11W 882 1477 1W1 1166 ,d. d' Pia UILO 1110 146.6 88 I%A If% MA 8W 101.6 1110 107.4 81 UA 1110 W3 036 784 life Si 82 71.0 1110 W.7 810 692 1110 711 891 W1 1110 66.8 878 44A 116 62.7 q o 818 111.0 9M 140.3 SO 873 876 613 m 83 W6 894 B12 192 876 18.6 828 86.0 016 T12 817 666 SO WA Wr 494 = 674 M 41.8 876 629 178 96.8 976 40.9 MT � C UBb 802 m 81.0 6W 684 "1 ml BW 68.1 771 814 94 61A 771 615 681 40.Y 7ft 49.0 46 4t1 711 444: 69 311 771 38A 892 284 711 964 841 461 AI 32A 812 � 11118 76.7 790 779 661 847 730 WD m 44.1 730 663 810 475 130 49.9 01 421 710 460 W2 878 730 41.11 814 513 72 36.6 600 274 740 314 68 491 790 8.6 mi UOin no 624 e14 484 624 412 6W 444 611 449 W2 373 824 322 04 39.9 824 969 697 3&0 841 392 691 MA ON 271 819 21A 824 2d.8 60 i&7 626 42.6 bot a 144ta SILT 433 35A WO 28.9 413 22A 38 243 433 26A WO 2t1 439 92.4 9B6 19.8 421 40.0 901 tit 433 U2 318 ~ ry q r- TAKE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA:SubstmW O' ArahorCep6Mly To14e(010) ANC910R CAP.,,,,a„ 21ktb1calle A.Ot9me. F61aQtr3U Wa00 N•0I )XC )=ANCHOR CAP.,,, N70 mo N4"88 EC0 OW Eto VC88BW 170SW 0128tsd 8128M A611L.Li�ICM.�,.�. Nxla4ryp8 snracou2mem tN•t9eoUlreca0 9h8'dlo i2ttac0a Um t3ofAheem AnahorCl�PMtems u0se0n Awa UOntma pggte:6•ar8aev18�e�1�X elrar(tib I�ETt6SFORMULA TOOl6TAIN THE IINCHOR -Edp6lcmce" r 2-1X11• r 2-9r 34w r 2-vr r 2.171 r 3.161 r 4.411• 43a• 0.941 CAPACITY REQU11WCORRES'PONDINGTOAN &.09841111.0 14N• arm tarn tom r 1.9m t-v4• 1.116" 1-tim 1.1x4" 1•v4• r 1-X18' 4411 mass ACTUAL PRESSURE REQUIREMENT`FOR THE 2AnMo t7rtrxo.C.lB�mar M 85 Os 85 740011 IMPS IW 018011 341 442ba 6e OPENING,WHEN RGRLOWER THAN THE MULLION 4AMM f.WL67QQl8lff1=(orO" 4 41983 70008 661 "a NOL IUA SW®a it% x74 691 tm 494rt9 =me 112088 CAPACITY(FROMTHETABLE)OFTHESELECTED 4Am11=6W .O.Q/ 236AM8C0X1(f243) ND 03 7W9 SM as UWes 1698®3 61008 600 as IVA m00e TO%$ 80®8 189203 1W 0a M-M-5 1120 fa MIH.L�N.IT WILL YIELDA MINIMUMANCHOR 4Ara=Wod wLac.ru4W AWAkft tUa K% U4t tUA NA IUA IVA 17M i0A m MA U9t WA IVA im a CAPACITY WHICH MAYBE USEDTOQLKIFY tArCINIFClppig� '6603 18680 42603 4460a W20ta 19606 14006 tees 970611 WMS 994Os 47506 tMOe 221 rs 2MMI ADDITIONAL ANCHOR OPTIONS FROM THE 2Aetm3 i1r1A11oc1F 241 re Smea xW N01 1761 tUA 190811 xrN 61a Ora WA OrA St1Oe 4d2rs Wotm ANCFIORCAPACiTYTABLE � FIGURE 1: RE 2 TABLE NOTEf 12> • • • • • • 1)IEE SHEET 1 FOR INSTRUCTIONS�USING THE TABLES AND SHEET�FOR INFORMATION ON LOADING.SEE SHEETS 2.410•. •GENER•AL MTAUATION METHODS.•• `111171 I 1111111] 2)LINEARINTERPOLATION 817WEENMU:L��"��HS"bPE� .WIDTHSISALLOWABLE. �� rO ......•...,((��i� FIGURE 3: S)MUWONANDMULIJONaJP"HDtiYWpi�nrc>iTCL-Q E.• • MNSoSEE 1)CeNSF'•• 1 �� ANGLE 14 MEETS 21.23.HOLES TO BEBDRdIM P14FE FIM FOWMT10 RESTRICTIONS No.58705 • • • • CCE�� SHOWN ON SHEETS 21-23.FIGURES SHOW STED.APPROXIMATE HOLE LOCATIONS. _ IN PAIRS. 4)$UBSTRATES:CMO WM SHALL CONFORM TO ACI 3019MO FrATUM HOLLOW AND FIGURE 4.1 FIt3URE& FIGURES GROUT-FILLED CONCRET iJkrf(CMU) HALLj�1 ORMTOC WOOD$HALL BE PRESSURE TREATEDYFJLOW vOuTHEm6P E WrrH�O1 SG CS, 2#ULL BE off•. S ATE 4' i '•;•(0.111•;• Gi • 8083.15 AND BEA MIN%ft4bF.tib'THICK STEEL SSITUASTOBEAMWIMt#A 33AN0 i� • 946'THI(xt(1843AtX4E). 51� L 2VOHICKANDAXALL ''.S`S/O(1(A� � `• L*-] LID ANCHORS INTO METAL AT T THRESyD$4 BEYOND"FIE MATERIAL /l/r 1 r 1111111 • g10&S12 ANCHORS D Y BE 6.8 S OR 410 t w Xx9 wXN92m A.LYNN MILLER,P.E. FL P.E.$68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r TABLE 120 ._ MuMmvCapmftTdftpsM w[AUIQ��tmNor Hetgfttgor ) in sob Ab 5ota 81la ,sola 110 to lob Isola 11e a• 781 nt e< 7uwrRims. R VWM%M ftawow I> > lom1m5. 7 a q tte o�►m•o 2x4 28 L-ft Lwft WOO "aft um" LaQvg La btg Loam L� 188.0 » tae 1a� �x4 aI I 111 � � tLm z ts N� 1014 1700 010 170.0 435 1700 7N /700 418 1700 Ns 1700 500 MA W ,70.0 670 MO 1116 TM ON IM 1240 170.0 ON ,70.0 t408 1740 1736 1700 621 Roo 11 1704 521 Q F 40b 170.0 703 170.0 614 170.0 810 ,70.0 604 1740 887 170A 830 1700 1133 1. Sol INS 1178 170.0 BTT 170.0 1417 1700 680 1704 170.0 S80 1740 1083 1700 080 7700 481 1700 � IWL s0.�la II= 747 tAA 683 ,700 886 1700 081 170A I= 1704 SH 170.0 1195 170.0 723 1700 1345 1740 747 170.0 1454 {700 781 170.0 1783 Mo 781 IRA 202 1120 760 I= 2381 ROA Me 6401 ROA 708 1700 812 1708 050 1790.0 ON 1740 1110 170.11 768 IAA 1776 1}0.0 80S 17DA 1434 1700 837 RSA 1684 170.0 8116 170.0 8113 170.0 881 1746 22,11 120.0 891 17D.0 2810 170.0 881 W 0 Sob 1740 685 /700 707 170.0 1083 170.0 791 Roto 11N 1700 M 1700 1417 ROA 944 1700 1084 1740 008 1700 IM ,740 1033 1740 1@5 1740 1003 170.0 2478 1700 ,061 NU 1880 1700 "a 08la 1740 = 1700 745 I= file ,7oA 880 ,MA am IAA 840 ROA 1488 ROA 1016 1700 1740 7018 170.0 1848 1140 1I= 1740 2281 1740 1181 1847 2845 1700 1171 116.9 2763 1740 1171 08b IRA 014 17DA 789 IAA 1181 1700 903 7700 an ROA I= ROA 1868 IAA low 170.0 1781 flu 1108 IAA 1948 Roo 1210 1740 2136 1140 fM Isis 2m tAA I= me 247 1740 INS Mla 1700 toes 1700 S}6 tA.o 146 IAA ,009 ,70.0 144 1700 trla ,700 tAo 10.0 8108 ,70.0 t915 tAA. il.134 1740 2tA ,140 1908 44.6 1184 1740 1489 t2L5 2184 1700 1619 108.1 144 r%o ,690 Ala ROA 192 1TOA W I= 134 1740 104 110.0 1670 IAA 1818 170.0 7M4 ROA IM MI 1880 IAA t421 WA t980 ,740 1006 1236 1980 INS 164 1041 11180 158.0 low on I= 167.7 lm j L 7001 1280 1181 ,740 1101 170.0 1881 IAA Iiia 1780 1811 Mo 1160 1700 I$a 1740 184 15'LT tam Iso WN4 IVA t081 169.1 1600 f146 1881 10.3 1473 982 188, 139.9 1S 80.9 tm 1374 1454 00. 170.0 104 IM HN 149.1 Iso 1440 1219 117.0 1og8 1380 1108 111.8 ,SBS 1112 IM 944 1308 t102 1797 N.0 1816 Isis 1147 74A = 8" 11?2 abs 1308 a" 1,04 a" "m 78.8 loge 0 Mla 747A 1110 Isis 1008 22A 1279 m.0 1079 708.3 1278 1112 1061 149 88A 1044 910 140 89s 1019 M.7 I= 82.4 104 WA tM• 812 993 627 149 860 W 441 1810 87.1 OR 108la tOS,6 971 I%$ S77 843 971 840 807 740 911 T12 848 1 080 eR W.0 081 610 815 Bt.0 971 686 BI6 48.1 Sri 490 790 $70 071 440 782 824 971 448 771 Itt la 96.4 910 M.0 m 790 919 814m S&1 919 200 SOB 820 784 a" 910 547 764 47.7 919 510 774 08.7 90 44A 768 14.1 919 442 741 290 919 37.1 110 _ 120la 706 768 780 718 82.0 788 OWING UD M8 080 S0 472 788 494 M NA 788 44A 817 37.7 784 40.8 BSS 31.5 708 344 083 VA 788 310 941 23A 785 28A ON � ,a. Y 144la 43] 84 N2 504 394 64 874 408 312 O49 8t.8 491 27.3 6q 282 486 24.8 648 251 478 21.8 618 220 47{ 19.1 84 195 464 148 84 172 408 1&1 S4 t0A 44 Q N Q TABLE 128 ANCHOR CAPACITY ADJUST866NT FORMULA: d A6oMrCa Tahta Vic amle 8skoom. 9om•txtu Fmdctu PTVftod metal (Op )X(ANCHORCAP._N.ANCHORCAP._ a Amlmr74a WWEkotRacn V4•f0000•ett,l 4"V Mo 3�18'0cofxm= Vr Ekouloam tr4.88 5%B•0to tx•<4eto Most/• 012som 51 uml MULLION •POOO'� ASBhorClpPatbmo title AfgMON 6019188 A9pfBfi W Stm1g,O8um(GR 8ar�m USE THIS FORMULA TOOBTAIN THE YWCHOR Edmum m9,06 1' 2.1/r 1' 2-IM Stx' r 2•Vr r 2-ItT r $.IN r OAA ISO 0.x•4' CAPACITY REQUiRED'CORRESPONDING TOAN Em>Sanas Iax' tarn tax• tarn r I-lW 1-W MW ,•V4' 1.1x• aur r law tare 01019 ACTUAL PRESSURE REQUIREMENT FOR THE 2Amta•@4.TB10x0A.11am0en00rot9mt 99D 460.8 e10 016 me 4o MS 40MS WM OPENING.WHEN IT IS LOWER THAN THE MIA.L I 4Ambm 02AS'rA0 ao I810-as amB001p 0110.BY 76615 14015 MMS MRS 14M Ms "A moon MA 60815 IFA 960014 no 8818• Besets ,12446 CAPACITY(FROM THE TABLE)OF THE SELECTED 8Ak1k18@1.7r mot O.Q IMINOW CR)Vs.14 @Mme 7Mbo is46me uA uA M6o4 UA 71915 IFA HFA Im 1521m6 IWM 188198 MUWON.IT WILL YIELD A MINIMUM ANCHOR 4ANIM0 'um.0A M 20 Ara*0"I ft a7 78108 mobs "was 18065 Moms NA Miss 70 on 0816• 4870• 682m8 686x5 IUD In CJIPAC2TY WHICH MAYBE USEDT000AL(FY 6AMrW@8'mh0.C.1t2)216ArV ! IVOmS 117DU 1120018 234D8fs 2U4 Be 94Dms "A 114009 linvis' '42015 288875 8182016 1977 Be 1881 me ADDITIONAL.ANCHOR OPTIONS FROM THE 3A=f=@1A4'mb.0A1u42p.imo.12S•AM WA IFA NA IBA uA 670 WA WA HFA IUs ,FA IUs IVA WA ANCBORCAPACITYTABLE. 800100•®OA4•uox OA.IU ,ks0.t28'A1ay. Sj MA r6A N84 aA BA uA IFA lFA 081 IU'A IBA NA tUA 2 010 2Amr1•e 208"•m1n O.0lP 55157 was 84081 710ms Tums um 28D•6 t6A 97815 uA 44Dm8 tUA 9410p 442108 Moms /-f 3Amkn 1.7rWAQ.Q1F ME 52808 S. WsI uA uA 2011 Im. 99915 u/A HFA HFA 011018 sues 940.8 � t/ NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AMD IOR VALUES AS THE STANDARD CLIP Dm0 �CIRCI.ED VALUES ARE EOSID 1N THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURES: FIGURE 4 2AWW Lbnkol • • • • I)TAMEESHEEB 11111111171/ •• ••• • • • • • •• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THLTABLES AND 81�E728fOfMNFOR5M1ATItyN ON LOADING.SEE�T8 2.4 FOR �� N• , /// GENERAL INSTALLATION MESS. • • •• • • • • • �`� �•''�ENSF'•; �! FIGURES: FIGURE@ 2)LINEAR INTERPOLATION BETWEEN MULL UW"2Nq"&4AWW&0IS"A@Lr • • • • �. 4A)V * No.58705 • • • • T E FIELD AND MULLION CLIP SHOWN ARE NOT TOSCO FOR EXACT 2123.DIMENSKMFMIR SEE SHEETS 2123.HOLES TO XI ATE EO IN - ' THE HELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 3H1Fi3 21-23.FiB SHOW Sl%iGESTED,APPROXIMATE HOLE �-O'. • • LOCATON8 • ••• • ••• • • �'� to'-pl7krz FIGURE 7: FIGURES: FIGURES: FIGURE 10: ANGLE 4)SUBSTRATES:CONCRETE SHALL OONMRA T0:%Ci 3:1 SPECIF&AONS. T CONCRETE 13LOCK UNTf 'pO FCORIOO.•'(�.: • •• • []] ��ES5" (Ch"SHALL CONFORM TO ASTM C 0 WOOD**U S%PRE W{TH AN SCG OF 0.74 i� Si �6AU4T�t GAUGE).STRUCTURAL STEM TOBEATALUMINUM SHALL HE 8083-75AND BEA MLEA8T�2VTHf AND AA Ogt&ANNl01HHO1�BKM*WA1 A�EEXTENDA ATLEAST3.04T THICK(SCREW 18 Y%4'X2SMUW0N �i�f�/C�of INALttt�� •• IN PAIRS. THREADS BEYOND THE MATERIAL 910&012 ANCHORS INTO WOOD MAY BE STEEL,18.88S.OR 4103.8 A LYNN MVl'fLER P E FL P.E.$738706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• 0 • TABLE 13A OpsM4Ubn Teb� �� nInBWM(for 9RUM-)mOpenfiQHetgMtbr ) t Got. MIN 014 Mm I go Is JOIN tMIn Jain ISO to Rem I Tteyai6attg. T Ts�lll K 7n R Tom. Rae Tn > 2x52 26 1•%•m Inedtq I.0."" tw to 148336 Le ft I4eQt16 � Leednp ! t•aB1t9 Looft 19%33.0 t4oft 1� g a ManAWMTub1 11 � a � 1 � _ _ _ _ _11 _ yp§_ _ _ x HY 111 1 11 W1 1 it 1 if 11 1111 If 11 if 11 u 11 11 H 1 11 1111 if if 1111 if 11 if 11 if 1111 11 !Q e m ru We 170.0 M 110.0 1 410 170.0 744 110.0 479 IMO BM M0 110 170.0 592 170.0 NO 00.0 lite 110.0 6111 AOA 040 940 1121 1709 1410 iMj 621 1109 1796 17W 621 M 1M3 Me Of 014 11x0 769 940 424 IMA 060 170.0 0.01 17M OR 1M9 eM 1109 JIM 170.0 1181 tM 1278 iM,O 077 17x0 1417 179 am Me 1700 I= MD 170.0 Me AOA 060 AOA 7207 1M,0 MO �y wMb iftal 747 Me 688 17x0 599 170.0 081 170.0 tM 110.0 004 170.0 JIM 170.0 7M 170.0 186 IMI 747 170.0 14H 170.0 760 17x0 1168 17W 760 TM 2002 Veal MO 470.0 2381 Aa0 Me ' uj Gib 170.0 797 170.0 40 170.0 M 170.0 891 /7110 1116 WIN 170.o 886 170 701 t709 1088 in.0 1W 170.0 uo Me 819 170.0 /4A IMJ 614 AOA ION Me OM 1740 1711 ,170.0 1083 170 2126 110.0 100.1 170.0 2479 1709 1008 170.0 280 170.0 1068 881n /709 680 1709 76 17MO III$ 1740 860 MA 1802 Me NO I= 1486 Me 18111 ADA On MO tM 1709 IND Me I= 170.0 22M 17ao 11M 1711.0 2M 17o.01 IM IMA MM 1700 it7t � Oki 17x0 674 17x0 768 170.0 tM,170A 808 1740 1881 I= I= 1709 166 Me 410 AOA 176 170.0 Jim 110.11 1618 170.0 1210 1740 MM VM tM 170.0 2W 90,0 MM Me 3H7 AOA 1288 7214 Me too 170 878 1740 tM 170.0 IM AOA 1488.vas,1126 1740 t700 AOA 126 940 1616 AOA 1816 ima 2w 170.0 1361 940 2611 AOA NO NMA We IMO 1616 AOA 8410 AOA 1593 � 7etn IMA 1122 170.0 179 /70A 130 170.0 1080 1709 /6M ADA 1208 170.0 1764 110.0 1870 1740 2016 170.0 14M 170.0 2x08 MO 166 17U 2M 110.0 1919 a" $140 Me 1686 t70A 9688 17x6 176 z olw e 014 176.0 1181 17Q0 eW 170.0 1$81 t7a0 1119 1Iro0 1611 170.0 1280 170.0 5812 1100 1310 1700 M7x 110.0 1414 1700 002 170.0 1694 1700 2783 1740 1710 170.0 1740 tm 170.0 3888 1700 1708 d .- 0061 AOA = 170.0 1144 170.0 1690 909 130 1740 IMS 1740 140 170.0 2125 1740 416$ 170.0 2M 170.0 963 170.0 � 170.0. 1818 110,0 3186 170.0 2116 160.0 3419 1ta0 2xT3 13&6 3414 170.0 2301 � Q Olin 110.0 1417 1709 1282 MA /7M IM 1494 170.0 1109 1709 1822 ADA 29W AOA iM4 940 M 170.0 112 170.0 073 Aa0 2086 10.0 $1W MDA 7396 1W./ $10 160.9 290 Matt $MB 1681 M 10914 t7ao �4 110.0 166 nu Ism me Joe 170.0 ?231 170.0 MMCme 170.0 M 1018 M AOA M 1483 2]81 MA 7569 me 27111 110.4 2281 106.6 2781 126,0 ?774 62.7 2791 1180 aMo v 13tIN 1709 1836 170.0 164 1700 1110 1700 1700 170.0 2289 170.0 16sa 170.o 641 1780 2141 1616 182.0 •16 138.0 146.0 2xW 1139 2&12 1104 2198 W9 2810 stat 2128 884 2632 1068 1-080 S7 1Mb 1740 1771 0740 16M t76.0 2tM 17Q0 1659 tale ✓d2 1416 1991 t3LI 20utA ISM MI 2202 MM 1936 1081 2220 1ta1 1616 80.1 2102 on 1672 772 7262 680 1896 W9 2M 61.4 JIM t m x a 1446 120.1 JIM 1289 140 1043 1884 106.1 1420 699 MB4 813 1407 70.2 16th 10.7 19W 80.11 1684 Td3 >9T5 628 1684 887 1360 64.1 1600 00.0 1810 44.7 1684 492 1310 Bat 7681 449 1x59 N T 138 ANCHOR CAPACLTYAMIUS MEN1'FORNUM _ s 27koonw•e 3A6oeM, TabN ito8e•ea,Kr FWe9C601 rtetd (�%,)X(ANt RCAPw.w. ANCHORCAP.- Ainto 3a18'20aoUUMM 10ro"821aatt &WERO 9Mt8•ERe1lOaom 1/l BaeI1R900n WSOGle•811 MM IW 88 ER• 6M8W 0129•ei eM819d `AAU•LIONCAP..,�,-/ AnOhmCllp Pattems UUMon AW * Mum A W einem 013 BOOM 8aevM USE THIS FORMULA TO OBTAIN THE ANCHOR asmms r 2.11r r 244 3418' r 240• r &br r 3.t1W r am ow 0.810• CAPACITY ED"CORREOIDINGTOAN Ea6e•neN 14W I've 14W 14ar r 1-1A' t-1W ot/r "W t-11 t-1w r 1.1rs' 14M I&$ ACTUALPRESSMREQUIttENTFORTHE 2AMMO. a 48m 34 6s 442.9 410.9 OPENIG.WHENITISLOWERTFUNTSEMULLION 4Awhw 4WM4.0.0,/8•Mntd(aM4Cep 35: M3R% Nabs 9083 AMRO 3232.8 68103 OMR9 7020 10049 76 Re MOM ma BMRe 861116 1120®s CAPACITY(FROM THETABL.E)oFTHE9ELECl'EO $AMbM8tarMLaa/smn6melamee*(Mp( 4 i�olbs 160169 t0a5a 2wft 0% JOA 154093 MR Mtts M a% tit t383ru t7Mms 2X0Ms MULLiON.ITWI LYIELDAMiBMUMANCHOR 4AmDasl3'3An.0.0./M2t8Aa*0011RD4 7MR0 MORS MDms 16MR9 1880141 04169 660.9 WA iMRs 76Re 800113 MM M'!0s 8M R9 ItMRs CAPACIYWHICH MAY BE USED TO QUALIFY BAmMro 3lAn.o.O.t(IIi2s8Mp1e C%*101 N: 189003 10MRs James MOn 37MM Man 172000 MA 1620.9 1410Rs IND%$ R% t9880ts t7MR4 22.0003 ADDITIONAL.ANCHOR OPTIONS FROM THE MAm!•a 1.VMLaaf 216 / 7j 186060 25x03 140.9 978063 M Ml 192023 MA 1600809 WA UK WA MMR9 Mae 398003 ANCHOR CAPACITY TABLE, RBVVISIiD 4M*M@t3 ML0.Q/ucot..M.UVAIML 0.7 WA WA Sax WA t>A R6t Pat WA WA RMA � Man( ft M "Mbs oo tollBtL•Ftetl� 8AMIM0OArmm.aararc�5�99.isrammft Mk amt IMA MA 5591 ►at t•e 769 amt wA 56.01 wA POA In 2Mw3 - sameore 4.041 t�1 aaF4x71Fq,t 300.9 $410.9 00Rs 3083 151563 2MR9 Moa% 36463 7408,9 974.5 59atb0 64em% 341 R0 442.9 News 13800 4Amlb• 17x66•.0.v 1 593.9 7Ma% 6009 MMR9 amt rat 410.9 tax 688.9 ttlA 3871 160. eeaRs M6R9 11000 �. NOTE FOR THE OFFSET CLIP.118E THE SAME ANCHOR PATTERN ANDANOHOR VALUES AS THE STANDARD CLIP. TABI.Ef� ate ct FIGURE 1: FKIURE 2 FKAM& FKRM 4,. FMM& FIGM S.FMMIO:10: FfO1ptE 11: 11 I i 1111 1 SEE SHEET*OR NWRUt7iTM ONiISUN%TH=T AND SHEET 28 FOR INFORMATION ON tt /1/ • • • • • • • • •• • • OADING SSE�l,>SHEET`832.4 FM 1111 fE14Nyy&44*N`S�'wID4"T.�BDN�METHODB. 2)LINEAR ANQ�DROPH NO4YIDTHSIBALLOYVABLE & R % • • • •• • •• ••• •• • • • • • •• • 3)MILLION AND MULLION CLIPS&OW01ARdOPTOWAI.E.FOR E7VtC1 DMENSIONS SEE SHEETS No.It8T0.`t 21-23.HOLES TO BE DRUM IN THE FIELD FOLLOWING DMEFNSD14AL RESTRICTIONS SHOWN ON _ MUM& MURE& FIGIA 7 � SHEETS 211--29.FIGURES SHOW SUGGESTED.APPROxMATE HOLE LOCATIONS ANM • tLe+ 4)SU1J1W V&yV a PE FTA�L RM TO 1 TANS F�EI OW IWD CiItOUT•FILLED. . . . CONMMEW.Oa"IT(CAO SW L( ORM WOODSHAI.LSEPRESSURETREATI OMUST BE YEU.OW SOWMERI PIMPWITIMN Sin OF 0.86 BE E�1-TBINDSEAMINMUM OF•128'LIE tlSF oI1 7Wt2C8TH!STUWTO BE RMINB6UM OWE 33 AND.046'TOM(18 GAUGE}STRU T IRW-STEEL TO ��PATI.PAST.12V1H1MAW/MALLANCHORSINMMETALSHALLSOMATL.EAST38CRLW 725'228• A.LYNNS�ILLEFt.P.E. THREADS BEYOND THE MATERIAL 310&012 ANCHORS UNTO WOOD MAYBE STEEL.18.8 S.S.OR 410 S.S. MUUjON FL P-E.#65705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14A Mldbn 0606611Y Tabta(11902) Opwifto 16I1{brvw1 mtdaOI-OP-Ing HatgMcbr m m m) id SOB solo 7010 8010 gob mob rm10 twin Mtn Two m• mcbeft Tmprdm• 71e9rnlw 6• Tre)rMm• ROOM= Twolaf•. RoomwN I TIwnwa g n 1w x2.11" L-ft taaft Lwft Lw81• � L4aana toaft 14a9i• Los" L4aft LoaBaB L4a60g Load4• Lwd4• tofldY• LoftTube Mg �• LwOO• � x.12r Al- � a w d Fl1111 11 1 11 1 1 1 111111111111' 11111111[ 1 11 if III � N $ m 4210 1401 818 9W.0 1 478 rl02 6Q8 148.8 1 418 103.0 W3 13Bb 414 801 628 1848 471 80.7 628 180.1 411 727 = !130.1 411 801 828 180.1 411 81.8 W 130.1 411 14&1 628 X4.1 41f 4810 888 403 '106.0 388 806 4010 80.7 326 89.0 .100 88.4 300 80.4 403 81A 817 68.7 403 78.9 30 46$ 409 788 814 40.3 4m 7B.8 314 346 403 Jab 844 30,2 dal 7810 8t4 60d�b 823 Sat a1.0 301 606 9B2 78.3 201 618 342 71.8 289 61.6 Sat W2 188 96.7 382 848 284 41.2 362 '838 263 34.3 362 838 283 28.4 = 836 ?Si 26.7 382 SU 283 � � 6610 SES 310 74.1 28T 608 818 842 281 406 378 47.T 256 424 878 as 253 37.J 378 60.8 '� 818 3t8 406 2W 28.8 316 A17 296 242 318 411 248 212 818 4911 248 m � Q BOb 418 63.1 MO 442 248 417 214 363 258 40.7 210 308 259 37.2 2W 226 258 34.8 204 24.7 258 .334 208 20.8 258 322 201 17.7 258 322 201 76.8 � 322 201 8910 42J 234 408 200 AG 231 38.1 18 308 234 347 W 207 234 31.8 189 28.7 234 21W '186 21.4 234 210 18d 7T9 2104 8..8 93 18.3 234 218 183 13.4 234 216 183 8810 W2 213 314 169 31.0 218 317 179 28.8 213 29.8 '178 202 20 219 173 2010 213 2.1 170 110 213 2? 188 1610 213 722 187 13.3 213 220 166 1t0 213 229 18a N 7210 28:8 179 30.1 168 238 1T8 SO "2 2214 178 226 1 a 179 1T8 20.3 147 16.8 176 117 1d6 gi � JBb 243 181 26.4 140 =3 IN 21.8 137 VA If %0 186 10.2 187 179 7810 228 lee 28.6 193 %11 162 118 131 %I 17.6 728 a- r TLE 14B ANCHORCAPACITY ADJUBUWNT FORMULA: An*hwCavaftT0bfflm) ANCHOR DaP. St•968ta 2JRCAUM scare. ae0 R42.a1 TWo06 6Sda1 I�)X{ ""�"a"}-ANCHOR CAP._ 1f) •- Aa:4rorTjpB 3l15•mkolmmtm 1I4't')cotmmCOn E0 8t0'8feeti6§eegf U4•BkolllOBtm 1I4.88Rx46/18'61to 1wano maw 6081001 #maw NrtILUONCAP.",,,®, 01 Aa4horClp P•tlame Imm om Immtan A •I 8Caa1 o m 6361 aamt m USE THIS FORMULA TO OBTAIN THE ANCHOR Q LWp6o>emnte r stn r atrt att2 r aVY r atx r atre' z a4r obi 0936 CAPACITYREOUIRW CORRESPONDING X Embaa1180 7Q4• mm I-we 7S4' 2' 1.11d' 1•L4• 1.1p• t-1w MM Mind• 2' 142r 1418' taA99 ACTUAL PRESSURE FtEQ4 1T FOR THE 4 9'Mfn.0.QI 2[6 / Ta0156 760 m2 690106 •9 =sea own I =as I WA J8010s 7 818 106 OPENING,WHEN IT IS LOWER THAN THE MULLION V � � O CAPACITY(FROM THE TABLE)OF THE SELECTED MILLION.IT WILL YIEWAMNNUM ANCHOR CAPACITY WHICH MAY BE USED TO CA ALIFY ADDRIONALANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TAE.E NOTE& 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. BEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. r 1 -"I 402ai6+tL9F1Md6 FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOJOR OPENING WIDTHS 15ALLOWABLE. 3)MULLION AND MLILUON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMSNWONS,SEE SHEETS 21 xi FO • • • • HOLES TO BE DRILLED IN THE FIELD LOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118' FIGURES SHOW SUGGESTED.APPRO)WATE HOLE LOCATIONS tj71 t 111!III// ••• • • • • • •• ANGLE CLIP MUST BE USED IN PAIRS. •• .128`4)SUBSTRATES:CONCRETE WWI CONFORM TO ACI=W .gC7FrAAOW H3)LLOW NIDGROUT FILLED �0 ......, CONCRETE BLOCIUNIT(CMU)SHALL CON TO SHRILL IEFVZ�RETREATED `��;ttCENSF•4`�'� YELLOW SOUTHERN PINE WITH AN SG OF 0.0'8 A OF-,102W THICILSTEELSTUDSTOBEAMINIMUMGRWr3o p {1 STEEL BE AT 1.28•X2.1PX.'1 r&fUIUON No.58705 LEAST.128'T}ICKANDA3S.ALL ANCHORS INTOMETALSW1t.LEXTEND T T THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.S10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.885.OR 41085 • ••• • ••• • • 0,�., ATc tv� • •• • • • • • • /+11111 I1 tt •• • ••• • ••• • A.LYN1J MILLER,P.E. FL PEA 58M5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE`16A 1111011110 T'"pab O"Itin ilifim(for mtA1m9)arOpalaft MOM) a' ftm Wm 7070 Soto Soto lob 14470 146m lata RadMoft T >i tum •• > a sm30 toaRne loads. Laaft Lea40• Laft 1 > Us" LaaWe taafo 10aft Loaftlaadeg laada0 �74 DBGAL a' DAYMULL into ff"I m I mol 436 nab 70 i19.0 as mo m nao 606 1708 970 Inc we 1708 x19 1708 441 Itu mo Imo 01 1708 140 va a" 1700 t736 I= at 149.1 1744 MA M 4010 IMI IN I ty" IN 1708 S44 VM 444 1708 s92 IM OW 1mA 1198 1706 Set tmA tm t?" an I'M 1417 Imo Seo w" 102 go seg 19D6 1622 170.0 Seo i142 102 imA Sao m mm 170.0 7Q Me as na0 898 1708 at t70A I= IM 884 170A 1196 imA 783 170.0 1316 1708 747 1868 1443 Uma 766 I= 140 noA IN 1t73 140 tmo 768 708.8 140 fm4 10 0 4470 170.0 787 1708 818 n0.0 969 MA 891 170.0 1176 Imo 764 Imo 1276 IMO 809 IWA I= IM 037 1443 1963 1700 = 170.9 1369 MA 881 107.1 t369 1700 681 90.8 1869 SmA 881 ~ Wm 1708 686 MA 701 1708 1083 17x0 711/ WA We 1708 448 14&1 1218 7700 M imA t2w INA 888 1188 1218 7641 991 WA 1218 1441 8'19 898 12111 148.1 913 79.1 1218 14&1 813 8310 Ma 990 1708 TO 170.0 1118 170.0 844 144.2 110 10.8 989 IWA 110 16&0 914 11&8 lift 141.9 888 106.7 IIft 1862 846 WA 11ft IN.7 SyI 7&I 1144 128.2 me ees Im /702 ffi' g 010 1708 04 17W 788 162.4 1018 186.8 W1 IWA 1046 148.8 664 x4.3 I= 199.1 00 1018 tote 1254 679 61.4 1008 1188 670 74.2 im 1098 881 868 1018 1082 818 6L1 1016 500.8 818 781. 103 880 WA 784 IVA 880 OU TO IMS NO 110.5 734 0.4 eft 100.0 787 708 840 92.6 712 m< Sao 882 m3 40.T 449 7&2 443 44s 944 788 60 460 00 7614 888 � 7813 119.7 IN 170.1 m 88.8 m 10&1 on 868 70 93.3 S0 748 I0 698 80.6 740 788 00 WA 70 71.7 636 H.2 7ft 0.1 894 428 70 88.1 M WA 744 018 817 d r Vto IfaS m 11" 07 87.8 744 96:1 644 7&1 70 SU 02 0A 744 77.1 WI 44.6 7ft 708 672 Sao 10 MY 446 482 70 0A 04 398 744 W2 60 948 70 448 08 ftto 711 60 74.4 W 80.1 683 628 491 61A 40 666 469 46.1 M 468 478 4al 863 44A 486 3&1 663 40.2 482 908 00 08 M 25A6 399 446 278 60 868 448 Win OA 40 61.1 40 00 40 $1.6 436 424 40 448 487 30.1 486 998 421 69:0 484 96.1 416 2&7 416 582 40 266 486 2&I 40 21.2 40 26.6 994 188 a6 mA sw 40 Wem 41.71 Wt as 369 348 01 0.9 Me mA 301 31.1 342 2&1 Ix 278 997 232 891 848 833 Wig 3x 278 Sm 178 WI 19.7 981 148 391 178 316 11110 3&4 IN 382 I 346 978 370 1 398390 278 970 2" 970 N.0 30 2" 3M MA 370 PPA SIB 19.2 930 12U I918 560 m ILL 446 14470 308 s17 308 1 702 I 70.3 3n 298 704 21.7 8n 886 244 19.0 3n 198 m 1&9 3n nA 279 I Et 14410 178 280 -I'-I Id 5e TABLE 16B _._ ANCHOR CAPACITY ADJUSTMENT FORMIAA: Atlohe7 Table ANCHOR CAP. ,,. 8nbefmac 8.7k0aar•e 9.61cCbaa. MEW t2dl, W t6e30 (DP-)X{ )nANCHOR CAP.,,p Ons•1Hao tw ae Fxe a 1N'99 tlo6 ma sum 912 sato 912819• MULLION CAP.,,„„ A11ah67C3pPatterlre Aadcr WOOtmmoaa tN•8koli6maa 3H8 Beoi>areaon 1,4'EkelBhaoea tot a9m AW aOeBer tAkaean Stoma(�sin a.e9a3 s•�ra USE TH18 FORMULA TO OBTAIN THS ANCHOR seSeaMmee r vttr r 244 3-W r 2.1R' r 2•tr r &tt6 r a0' oA4' oAN CAPACUTY REQUIRED'OORRE8PONDU9CG TO AN embeaaceta tats t3rc t 9!Y ter r t ttr I•ttr t ttM i-tw 1-/t4• 1- r r tale tale' rtes ACTUAL PREWURE REQUIREMENT FOR THE ®a t�aa MptaC�ate'IO tk ma• me 706 ma ffio2a 200• 7400• 374186 In s�lEs .a alms 860a OP�IWt�WHEN RI8LOYVERTt1ADlTHE MULLION 4 Mob=®8.6'89a.0.MfM2dAeplacop9tmli 7448• Cc 790706 MB$ 2 ma 64000 I WOU N61 1170091 7458• magi t021ba 02toa 80IOs 11mft- CAPACITY(FROM THE TABLE)OF THE SELECTED aMOAosa 8.7rtda.oc.t ai6 rV:q. 1tftM6 1170•a minp9wa• 2784 ms WA84016a t044ma WA 1320M678 1maro6 19876• 1844ma MULLION.ITW0.L YI9.DA MINIMUM ANCHOR CAPAC 17Y WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RSVI31m FKGl1RE 1: ANCHOR CAPACITY TABLE. Vd&ft �•� TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1- FIGURE 2: 2)LINFAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR 0 J4 1S fLOW#3L E•. .. •• ,t l I t,,, 3)MULLION AND MULLiON CLiPS SHOWN ARE NOT TO SCALE.POR EXACT•OpV�NSIQ113�tgpr3gF irtjel / � x LYNiy HOLES TO BE DRILLED N THE FOLD FOLLOWING DIMENSIONAL g413H0WNON OWEWY:xi•• 30* P`a ' • • • • FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOC • •.• •• • • • •• 32W 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFTCATON8.HOLLOW AND GROUT+MLED FIGURES: CONCRETE BLOCK UNIT(CMU)$HALL CONFORM TO ASTM C,90.WOOD SHALL BE PRESS Ti FATIO YELLOW SOUTHERN PINE WITH AN SG OF OA&ALUMINUM WALL BES1383-75 AND BE AMINIMUM OF.12W • • • • THICK STEEL STUDS TO BE A MOM"GRADE 33 AND STRUCKW6.STEEL TO SEATO 30°SAy LEAST.126'THIKAND A3&ALL ANCHOR8NT0METAL TLEAV3SCRE1�l 8EiOl�! MULLION .(�'•. ��/� 11DD '�F �COta10P. \\ • • THE MATERIAL ANCHORS aTbA"W4 Qjt4 �8 • • •• • • tr'' ..•.•. G ANGLE CLIP(FIGURES 1.3)MUST BE USED N PAIRS ••• •• ••• •.• ••i •.• 'i Slp E1J A LfiJIW16fILL�R,Al- P.E. FL P.EJ 687 • • • • • • • • • • • •• •• • • • •• •• e TABLE 16A mum"Oftoaft Tabte amel opeftilto YIAM w�muaftm* Op6ntngHe Bt( ffAlk-) &' Win 6661 7% Mtn90% 100% Mtnuo% 1M% ffi RadamWa DaggM 14sdmmmm Uwnlam Rada aft I ftwo . Rnuvadw I uwww®. naftow 7sm71w•m. Rmtamdm W1110. mdwoAw Th•Ift 7 Iaewmnpll8t Ttefdatmm. 0 $Ar 48 La>" Leedom LMOim Lam L4'aft Latd%8 I L-ft 1. toa•na Loaft Iwft laad'sm L=ft taMtm IAadm6 Lo" RY 171YYftf DBG AL a a adfill, 1 1 ' , 1 x 1 £ m BAYMULL 11 1 1 i it1 1 I 11 Ili if 11 111N 4210 170.9 1fa0 4M vu 744 I 1fa0 'o Ism 666 Mo am imA M2 na0 Me 170.0 1116 a" an I= tin a" Im 170.9 1486 a" 621 I= 17M in.* 621 1868 1671 17x0 at M% IRA 7M 170.0 624 170.0 660 IMO 684 I 170A 992 1760 am tm0 1139 170.0 881 1760 1276 no on I= ton Y7s 660 109.7 t8W au 680 IM8 1M7 I= 6M a" 16q 1760 alas% a" 747 n0A an 1700 898 1" 861 I= tae 1760 684 im 1185 0&0 723 I= 00 t70A 747 n0.0 14% -1= 766 1421 1661 tm.0 1281 1 170.9 768 118.9 1651 1760 7M p Mtn 1760 767 170.0 012 I= W I= 891 n0A 1118 17.0 754 /mA 1276 imA 603 MO 1494 MO %• 1662 14"55 ims 8M 1268 14511 TM 851 Jim "a 17"1 881 104 1493 1= 861 m ~ M% 170.9 868 1706 701 TM 1069 1760 767 na0 1240 M4 678 1W.1 1908 1760 944 IM7 1308 1760 698 OLT 1886 183.6 964 1068 1908 %7.1 982 Ian 13M tart I at I me 1906 157.1 682 � 811n 170.0 630 1760 748 tm.0 tit$ 17a0 M 182.6 12n 1760 90 1423 1247 1066 M9 148.7 1247 1628 886 1160 121'7 t463 M2 90 120 Yd6.2 038 I 61A 120 lwj 0x5 I!A 1217 190.7 935 M% 1mA W4 170.0 7M 170.9 1100 Itu 906 taBA 1196 100.7 600 120.9 1160 147.9 00 t15A fm0 1303 868 103.9 1100 rl8.4 814 $U 7/60 119.9 866 742 1100 10.110D 869 1180 1/&l = M% tots "to ins Wr 1467 1010 144.8 em 116.9 foe 1272 841 101.0 1010 1167 on 863'lose tae 817 603 1610 909 BW W8 1010 003 766 677 told W.9 7M MA 1010 W.7 M Am =4 606 143.9 7W 1143 9478 It= 776 00.1 = tort 761 M.9 1416 962 M m8 = 862 788 897 = 838 728 W.9 900 767 718 49.1 0476 7L2 710 42s 600 ms 706 m% 1.1 861 1323 764 1M.6 861 1123 798 MA 851 8&B = 7&4 881 Ms 716 Me 861 62.0 703 US Mt 7&4 Ma 00.0 M1 00.1 Mt 4M 861 866 W0 39.7 $91 83.7 W2 �' Q M% 927 818 00.4 94 68.9 80 72.1 661 aLt 848 82.9 654 51.7 800 0.&1 60 4" BM 686 8W HA 888 47.0 696 646 046 413 50 263 646 38.2 611 25.9 60 M3 0.W e6% 852 0.M 70.1 0.M 668 = 69.1 499 40.7 MB 61A 401 428 600 4A8 403 3.9 98 0A 470 961 406 9L1 4M 20.4 886 99.0 09 24.9 600 903 452 218 1100 2&7 447 ,� O 169% 00 40 obs 400 329 40 412 = 362 0 W3&7 356 28s 40 91.7 3W 268 40 2M = 26.6 40 mt ; 260 40 227 30 17.1 40 .1.4 951 16A 470 18s Sm 111% 461 4X 46A 90 30.8 421 WA 970 ata 400 3U W0. VJ9 4N 29.1 9W 243 426 48:2 981! At = 260 300 18A 20.7 16A 18s 619 Y10% Sts ae4 966 391 20./ U4 26s = 243 361 0.&6 921 213 8e4 22A 8n 1&4 664 463 ala 93 ae4 707 900 Q 144 ta 1 M21 269 I247.9 233 t&6 200 17.1 2M TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: � -� Alm Bn>•0ets 23kt=1ft &UML TBbNHowom ff6edOL8f P7 %amt N_)XWOEION ]-ANCHOR CAP.- At•6or 9t18•ESsolAfn•on ip'Ebet66eoon a1va" 811B•Ebolmmoon 174"Etaot66eom Was NWEfo vWr9811oR No Brod sit 8md Mood An6MrC5PPattem8 l6tmetR A Um w AMmftaW Sm•03m SaWI01 Summ USE THIS FORMULA TOOBTAIN THE ANCHOR Ixtlea•R r aur r ala• 3-Vr r 2-trr r ur r at•' r a+te• ear a99r CAPAg7YREOUIRED't POA1DA9taTOAN Em6e•R•0 14W 1-vr 13w 1300 r VIM I-1w 1-tta• 1.114' j -174• I. r 7+'08' 1+48' tease ACTUAL PRESSURE REQUIREMENT FOR THE 2ANWSO •:f a7002a6ARmao�t7 1k 950101 9MQb M00m 1700ft roe man ft 740%6 roe 740 BaBft gat atm+ f3 OPENING.WHEN IT IS LOWER THAN THE MULLION 4Aie6s• 93•I .oa7932MAnDm071.7 7M. 70076 78071 1W0ma 282671 waft aMft N7A rmuo4872 BWfa 1M26m Mems BMOa 110071 CAf'AgT1f(FROMTHETABLB)oFTHE SELECTED 8Ana6eea Vr Ma MM10U5 / i1Ma• 110076 mets 2748ft 225476 0U 8amt Im UM2. W 190076 SBA 1022011 1987 was te8008 MILLION.iTWILL YI9AA MOO"ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE W�Vla ftxaww FICtilRE 1: Ift TABLE NOTES: w Ga/.i6O 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Oo•ae1 //1111111 FX6URE2 2)LINEAR INTERPOLATION BETWEEN MILLt.@fCiTtIBANDIOROVIIN%VW%139L1.0WpE.• • •• f 1j • • • �� ......T NA 3)MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE.;DR EXACT Q1N a t wee r1 I�e1 ♦ �0�••' (� $i • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING D1a4EiS10NAL I�STRIOHCMNNON QI1F�7$ • 125' 48° `� �.:' tOEN F _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLT=LOCATI%•• ••i ••i ••• i i ••• *r No.58705 4)SUBSTRATES:CONCRETE SHALL O094FORM TO AC1301 SPLM:I(.AT tOLLOWANO GROUT FILLM 325V FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL.CONFORM TO ASTM GBG.WOOD SHALL BE PRESSURE-TREATS - YELLOW SOUTHERN PINE WITH AN SG OF 0.83.ALUM" BE 8083-TGAND BEA MINWI 6 OF.128 • • • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND. 91RUORBtAI 3TEET �1 BE AT• �•SAY STATE tU: LEAST.f28'THICK AND A38,ALL ANCIiORS INTO METAL A7MLF 364 RF/VNHREA06 BBNOBID • E1l h51Lf10N :�'A�•• ALORIOP.•'�? • • THE MATERIAL.X10&X12 ANCHOiS INTO WOOD MAYBE • t • • ., `� ANGLE CUP(FIGURES i 3)MUST BE USED W PAIRS ••• i• i ••• • ••i i•i �''SiS��NAL �• A LNILER.P.E. FL P.E.X 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000• 1.060` -.i tow tow r .125• n25' ,ze �k a,88 275G 2.15V .,28 x928 .128 .125' � .128 2.000• 2.�0" 2.418' IV L128' .37b' $78 .8017 L 128 Z AN tti � f .800' 1'XrX.12rMULUON rxrx.S rmuLL�N 1'X2.78XJWMULLXXd VX 237 WMULLION 1•x&125•X.S'MULLOO 1.28 x&188x2wKL Xxd 1.28•x2,rx.125'MULLION N 8083d8ALUM. 808&TOALI M. 8083•TOALIA 943-UALUK 8NVYI)ALUM. SM3.78ALUM. 80esd8ALUN. XSECTION XSEOTION X-SECTION X-NOTION XSECTION X-SECTION XSECTION fa f•-.1�' (x.,28 �.{N-.i�' TABLE A Z g STANDARD CLIP I ,rB�CLI DA Velae pn) FOr WAlon: C 8083�TSALUAL 2 f XSECTION I 2.1�' 2UCLIP ,� XSECTION 1.625 L I I 18083-T$ALLX .w 2864 1•Xr X.128 r iri' I XSECTxXd 0.895 TVbe MU IM .- J a740j 6 .- IBO ¢ 128' 2904 r x Alurnlaurn S2 6�d air HERE TO 8000' 378 MK-1 F� D 0.990 TWO MUMon 3� a125•��"r_a�ATEf4�,WE MEd. �- DErA1LF,&1WET4 .998'MIN. A 1.876 � r--------� r--------I r--------------------- B 3.000 TX2.79"X I I I U-CLIP 1-^-----'-'----•'� L.. J L-------J 81189.76ALUK `- r------------------ 2x ' 5ANcn.ECLIP C a767 .376 AI ----- TOPVmW 80183a8ALUIL D 1.118 711beMumm `- STANDARD CLIP CENTER OFANCHORHOLE MUSTLIEWITHIN THE TOFVIEYV E .450 M 8083•TfIALUM. DAaHEo80uNDARr M. .SEE8HEETs5.17FOtTHE A 1.312 =CENTER OF ANCHOR HOLE MUST LIE TOPYIEW CENTEROFARCHOR ANCHOR0C.DIBTANCE.MA)WIMANCHOR 1'X2.7GX wnm THE WASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER•1118. 8 &000 .860" SHEETS 547 FOR THE ANCHOR O O. WITMNTHEDASHEO C OA78 AhM m n DISTANCE MAXIMLIM ANCHOR HOLE DIAMETER:ANCHOR DIALER*VW. 9HffT85-17FOCTHE D 0.838 TubeMulOat DIAMETER: AHZHORO.C. TABLE B GTR6Y4.48D DISTANCE.MXGMU 1 POT paRo A 2.000 sot tytBdCwp4ttwFloti� ANCHORHOLE Mull Dlmendon(dwetlq B 2.WT 1•X&126'X t Ad d. DIAMETER:ANCHOR M enStd.Clip Offset Cllp LLCUp Angle Clip .500•Alum c a�3 DIAMETER +118. 1"XrX.128(6) 88611SM 886111SM 05824SM 665511M D 1.t3T Tube MUD r---- -------------------- 1"xrx.3T6'(� 1 11SY1 W811t0it 8U-CH- 66861' 9 a 2.625 i 1°X2.76'X.3W GM 6861 886r13M B 3M2 1.28X&188 (n � X 2W Alum 1 I I 1"X2.76°X.SW�• 1 8W5i4M C 0.862 Twm MRI i--- --- D e 1 68861110 D 1.782 ��`�•'' EN `gyp��i 1"X&128 X.800 (9) 12r X2.11• I i 128 X&188'X.289( 17M 88811131N l66Z41M 888617 A 1.813 L-------J ------J ( 12,•Alum ir; No.68705 128 X211°X.128 1G) NIA PBA MA 67�17M TIMug _ OFFSET CLIP NOYES: • 9:0• • ••• 0#0 • 80B3T8ALUM. • :O'��•••SEZO�f1wTOMEW 1)HOLES TO BE DRILLED IN THE FIELD N8OI •OtT•� e• pt 1, 3j Tom' 2)SEE SHEETS 6-'M FOR 8UCIGESTED.APP 7£W LW4WP#AJAHOR of trTfo'9! %�iS+�'�Oj•�•/•�•L�� A.LNNN(A1WD P.E. 3)SEE SHEETS 2r4 FOR OB48M INSTALLATION METHODS. FL P.EJ 58M ••• • • • • ••• • • • • • • • • • • • • •• •• ••• •• • • • •• •• • • ••• • • !all w ' � ' I 4 .4ser 128• 4.000' 41 Mr 4.000' 2AW uxr AL�d' ( 2.128• �� 2.0DO' 2X5 ANGLE CLIA d 126• I X3ECY t � X-SECTION 8X-SE AWM X3EOAUP .!�' C4 .12� .125 m .,zs• CENTER OF ANCHOR HOLE MUST LIE WITHIN THE •, GASHED BOUNDARY.SEE SHEM Ga FOR THE _ .186' + ANCHOR O.C.DISTAt�.MAXIMUM ANCHOR Q: N HOLE DIAMETER:ANCHOR W+METER+InIr. N O 1•X4X.12r 1•%4X.876• 1•X4%.378• 8.500• 00 Z MULLION MULLION `I'•HIMION CUrH mTO �. 8'��.378• Q 5003•TSALLU 5053-TO ALM OW348ALI8N. �. 3,126'---_�p7EF.d,1P.SEE MOd. � y %SECTION XSECTtON %BECTON Mtt. DETARF.WMET4 1.28'0' --------� I r------� .376' CENTEROF r-----__..-------------- r 1.250• x,250' ANCHOR HOLE j MIN. f] i i I i i I MUST LtE WITHOi I , IL Z THE DASHED r i ''I i F 001UNDARY.� rY -- I --- SHEETS6.20FCR t - I I 1 I THEW4CHORO.C. I 3,54" i i , I i F IMAMMUM i Z 3' 1 I I I i HOLE I DIAMETER: 1 I O ANGHOR .100` 100' .100• t- ------' t '--------i DIAMETER+1118•. L-------------- ---� ~ yZ _ 10 2X8 NANOLE CLP g •1� 4• rC STANCN4RDCLr ul" SOB3-TSALa R -f _t• 6W3•TSALUAL 806'3-T8 ALUM. TOS M AW I---I -►i 8�•I+ -«i 8�'h CENTER WOF=VASHED BOUNHOLE W.UST SE T TOPV�W WITHIN 118:OASIIFA .SEE 1.26•x3.25'X.1o0• 1.25•x&wx.524 1.25•x3.54xAw SHEETSS•20FORTHEANCHORO.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DWANCE-MAXIMUM ANCHOR HOLE tX1a65U0a VAW 65)POP MUIIIaH: Dbmml=Value For 5Wfi= SOWTOALUhL 5005-76AI.WM. 0OW73ALIAL DUMETEItAtOHORdAfiffTER+1Jt8•. r F X•SECTON XSECTION XSECTmN O 1.000 .1� O 0.800 X.524' 3.4�---'�� Bim H 2880 Aluaim H 1.436 AbaffiIwla 2.86!• 1 37b' 578' F 0.157 T X4'OW F 1�•XS •128' 1 __ I MW. 0 0.7W .� O 1.128 X.824' p� /•� _-_ _----_ 2 TUN&Aknhlm H 1.800 Alt MUM 00� �F -10 i--- � I r- t { 3, Tube&T I 3,250 TIPoeM1 � 'Y"' .S I`I I I I 1 I I F 1.28'X32• F 2.813 30' IaWBgo olsJ 128" I i I I i I 0 0.760 X."W F 2.078 45° hull f 1�' 46° i i I i I H 1.500 AhvrJim I am Tike faam T- - T)q�EMp►• • • • • • ••30•SAYMULL .2/ ON 3 T8ALINYL AILLION 3, -- '- _-_--' Mn mznzr* P11TPaH4 `. pN`I,....N,��/(� 4W46-IA 0W3•TBALUM. I %SECTION ------' I • {eMlata)• • 9§Wfa 9WO4 U44P Ants 09p �� 'aCENSg •, moi: XSEOpON I •' OFFSET CLP •rxrXl�• • 1! 122M 58624tH 088815M 1 T4.• T .128' 6083•TOALLOA 1•X4 X.37b•(11) 50510 OM12M S051123M 0SWN 588615H No.58705 • J 4,�1., 220 �. 981•• T 1•xd x.376• rt 11) 0 M112M 56011 6 �Bb42hd 08�18AA NpTI 740' ma n4 20150 asat,vhM 5N,20N S5524t5M @Bt011aH •O!)HOLES TO BEDROlEDiNTHEFIELDFOLLOWINGDIM6�IONALRESTRICTIONSGIVENONTHI88HEET. t ee53411M Se�1teH 0•. AEm m 36702 Swilm solivM amim emi7ML`'2)SEE SHEETS 6.20 FOR�ESTlAAPPROXI7ATEHOLELOCATION& WA ,10MV\lkf • Sf� W1• Ili WA =11M rr ONAI. . 3)SEE SHEETS 2.4 FOR NERAL INSTALLATION METHODS. A.LY�14M1tJ l t2,P E FL P.E.O 66708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE E , MOU 01memilou PGT part# £ £ (its) Mulnon Std.CAp U•Clip AIS)la Clip I F .92s -1 h .t28� �� 2'X4'X.2V(10) 68502 1M SM71M 680112M 2'X6'X.28(17) 58804 S85282M 806272M 5886113M � 80 STANDAROCUP 8�U-mm BL � e0B3 AWU �oil) x 2000' x�T�1 2128LJ X-SECTION + XSECTION1)HOLES TO BE DRRLED 0V THE MD FOLLOWING 128 128 .f26' b 0]DBAENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - N N2)SEE S SETS 6.20 FOR SUGGESTED.APPROX MATE � HOLE LOCATIONS. 30 SEE SHEETS 2.4 FOR GENERAL 0d8TAL1Antm METHODS. 6� 2005' 378' ate' E w to r-BEEDETAq&F, 376 £CREAM F-CUP, 8000' MIN. m Z y MIN. SHM4 1fiN O CO ---------------- I -- -- UJ d ------- --------------------- z +� ' r z , I , 4.DD0' I P rxa•xzs' a4�' £ }--------i < c MULLION a43H` 6063d8AWM. X SECTION , .5 FOR2L- STANDARDCUP UdxJP. TBALUM. 2X6ANGLECLIP Q CENTEROFANCHORHOLEMUSTLE 8089•TSALUM. KKSHWi$ CENTER OF ANCHOR HOLE MUST UE 808&TBALUM. ` tlNTH6VTHE DASHED BOUNDARY.SEE TOPYIEW WffH0dn0:0�WBOUNDARY.SEE TOPY�W 4 SHEETS&20 FORTHEANCHORO.C. TOP1Im SHEET86620FORn�ANOMROC. OISTANCE.MAMBAUMANCHORtME CWTEROFANCHORIMEMUSTUE DbBTANCE MAIpMIAAANCHORHOLE 00MdE'fElt ANCHOR OiAMETER+IHS'. THE DASHED�UNDARY.SEE 01lV1AETER:ANCWR D1AM�♦VW. &20FOR,W ANCHORO.C. -owl MAX11"ANCHORHOLE 6' CUTNERETO D1AtetEYER:ANCHOR OIAMETER*IHB'. 6.0. a800" � SEEDETA F. .378 �_SEEOETA6.F. MW. ,378 SHEET4 MST. 378' 2. 8.000' 4858 £ r £ +- ------� •• ••• •; • • •• ; ttllnsli� 6.438' I • • ,• • • • , . i MULLION •• ••• • •; • • •• OW-78ALUM XSECTIQNN.68705 �. ---------' MAV. �..------ ------ --------' -- -- ••• •• < • • 'TO'., TE • • • STA14WMCLIP U." •• • • • • • •*tW ANWCLIP •. CN210P•�(y�� ` eoeaTBaa:rtL 80e3-TBALUM. • •• • • • •OWTBfWAL TOP VIEW USED FOR rUSED FOR r X8�glIEET 1Tt7• *00 • ••• TOPVIEW i �• TOFVIEW A. P.E. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH 182-11C THE OPENING REQS A DESIGN PRESSURE OF a80ZM PSF- 1)1)INITIALLYASSUMN0THATArWIDEMULLION I8SUITAIM7HEIf�AUMLENGTHIS72'ANDTHEOPEMNOWIDTH83Y+32+1'°�'.REFERDMOSHEETMTHECOU MUSING g�y•� RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABISS FORAMULL=THATISATLEASTTHEWINDOWFRAMEDEPTHOF"WANDWILMEETOREXCEEDTHEREQUIRED DESIGN PRE88UREOF+Mk&-BOAPM`IF THE TABLE DOE$NOT SHOWTHEEXACT=USE THE NEXT LARGER SMAVAN<dLE. 3sL' SFS 8� FROM TABLE 3A,SHEET T.THE VX 2.78'X.378'MULLION(LENGTH a 72',OPENING WIDTH-70)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1400 PSF J�dDWOULD $ NOT BE SUITABLE FOR THIS APPLICATKMJ. 4 boy APP/IOVAL 23 FROM TABLE 4A,SHEET&THE 1'X 2.78'X.888 MULLIONOEMCRTH 4 72',OPENING WIDTH=MHAS A DESIGN PRESSURE OF+F72.7 PSF WHICH EXCEEDS THE REQ110REMENTBFOR THE � d OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHORCAPACITY REQUIRED OF MO LBS. MULLMT co LEN•TM A ^ 2)USE TAKE 48 To FIND THE ANCHOR TYPE.ANCHOR QUANTITY No CLIP TYPE REQU RED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CL!P WITH(4)#12 ANCIOMS AN0 THEW B t- lJ 7 f ANGI E CLIPS WITH(4)M2 ANCHORS HAVE ACJWACITY OF SSS LS&THOUGH EITHER ONE COULDBE USED,THE STS CLIP IS EASIER TO INSTALL N ILLI DETAi18 S)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCtTB USED WITH TF28 MULLION SYSTEM.THE LOWER DES=PRESSURE,OF MULLION$OR FENE8TMTKXJ PRODUCTS.WILL It SH8ET8 APPLY TO THE OVERALLASSEMI�Y.FINAL.DESIGN PRESSUF THATTHEBOTH THE MULLION AND THE FENESTRATI FENESTRATION TBEINSTALLEDINAC WITH THE ? _ 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES�FQ�STRATION PRODUCTS TO MULLION. g O IN THISENCAbPLE,THE DESIGN WE33UREREQUIREDWAS+1.80.0PSF.TH�.CVBRALL MILLION SYSTEM WAS DEfERMIrEDTOiG372.7PSPWWTHANANtxIORCV1PA�GTY0F83SLf�.ALTERNATNEI.Y, LU ? N H0AX0Ha 8 JNVfflMWftL THE ANCHOR CAPACITY ADAISTM£NTFORK"COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m ��wimTH +I (oX (—RUM—)P8F 6 524.E LBS (MAYBE USED TO QUALIFY#10 SJIEEI.SCREWS FROM TABLE 48) j � Z_ THE 13UUMO SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.3/8.THE OPENING REQUIIESA mLl DESIGN PURE OF 4WALS&0 PSP. 2 .r FOR THE VERIIOL MULLION. Q C� 1)PSTIALLYASSUMINGTHAT A1-WIDE MULLION ISSWAMP,THE WI LENGTH IS 32•+7Y+1'DtOVAND THE OPENING WIDTH 13W+3V+r'77.REFEREWMGSHEET 25. THE COLUMN USING RECTANGULAR LOADING SHALL NE USED.SCAN THE NMULL.KIN TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND YY0.L � EXAMPLE 2 MULTIPLE ANB LIONS MEET OR EXCEED THE REOULRED DESIGN PRESSURE OF+t�.".d PSF.IF THE TAME DOES NOT SHOW THE EXACT SIS,USE THE NSKT'LARGER SI MAVAILABLE MULl1nD1,H- - FROM TAME 3A.SHEET 7.THE 1'X 278 X.578'MULLION(LENGTH°JW,OPENING WIDTH°SO7 MEETS THE DEPTH REQUIRED,HOWEVER THE DEMON PRESSURE IS N-1&1 POP AND WOULD NOT 89 SUITABLE FOR THIS APPLICATION. � Q FROM TABLE 12A.SHEET 16.THE 2'X 4'X.288 MULLION(LENGTH°.108'.OPENING WIDTH-S(P)HAS A DEMON PRESSURE OF+1847 PSF YNFICH THE 178 DQ ~Z SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTETHE ANCHOR CAPACITY REQUIRED OF 871 LLS& Sim DETAI$, ppp pp SHOM BECAUSE IT IS NOW KNOWN THAT THE MULLION WIN.ADD?TO THE WIDTH Cr THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS m'+38+2'174'.NOT 73'AS PREVIOUSLY P181WCI8 23 ASSUMED.VERIFYTHAT THE DEMON PRESSURE 10 STILL APPUQAt E FOR THE ADJU8TEC OPEMNM ALTERMATNEL.Y,TIM WIJo0W WDTHS MAY BE REDt=W To MAINTAIN APPMW THE TV DIMENSION(35•VX+3S-lW+T°7n I r ' - 2)USE TABLE 128TO FIND THE ANCHOR TYPE.AWMOR QW WMI XD CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN TH18 EXAMPLE,ASSUME THE POURED t I CXONC RETE HEADER AND SILL ARE S'WIDE IF THE mum CLIP WbRE TO BE CENTERED WITHIN THE 8,CARE MUAT8E TARN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CLIP WITH(0)SRO'ULTRACON 94OHM ATAN EDOE DISTANCE OF 2-Wr GVE8 AN MOR CAPACITY OF 1050 LBS IARRK2H ISGREATER,ANO LENRTHI tib SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. R DEMILA WAILE, OPENp Sl1�T823 C4�Era FOR THE HORIZONTAL MILLIONS. HEIGHT BECAUSE THE VERTICAL MULL WILL BE AT X 4'X.257 MULLION.INJM EXAMPLE WE WILL MATCH THE HORIZONTAL AM VERIMAI MULLIONS.ALTERNATIYELY,ANOTHER Ham MULLION TYPE COULD BE CHOSEN, Fpq(¢e 1)THE MULLION LENGTH IS 38 AND THE OPENING HEIGHT IS 32'.4.r a10S'.REFERRING SHEET 28.THE COLUMN USING TRAPEZOIDAL�OULAR LOADING MAY BE USED.FROM TABLE 12A,SHEET 18,THE 2'X 4'X MIT MULLION(Q LOWN°421,OPENING HEIGHT-12V)HAS A DESIGN PRESSURE OF 4F77&0 PSF WHICH EXCEEDS THE /ZO _ REQ1IREMIEM FOR THE OPENING AND MAY BE USED IN TNISAPPIIICATIXN.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. t • 2)USE TAME 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQLIRED FOR THE CM)SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE Ir am" elIEETS WIDE.F THE MULLION CLIP WERE TO BE CENTERED WITHIN THE SJCARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X8 ANGLE GIPS WITH (4)3/18 ULTRACON ANCLIORBATAN EDGE DISTANCE OF 1'ELVES AN ANCHOR CAPACITY OF 5.4"VRIt8115 CATER.AND THEREFORE SWABLE,FOR THE REQUIRED ANCHOR CAPACITY OF IM LS& • • • • • • • • • �� 4YNN -- -IIIA 3B'.HORIZ. �SF[CI1r•.^III I- — FOR THE�PIN THE HORIZONTAL MULLION TO VERMAI.MULLIOK NUTHTHE SAME •' WI� NtNHOR v\CEN3O OFHE 81A CAPACITY 1SLSSWHENI 3ANCHOS,WHICH1MMTEkADTHEREFORE "i,TiH�tIRELE THE OPEN=wHraIT '••�Q��i No.58705 FROM YHE ABOVE STEPS OUR MULLION DESIGN PRESSURE it +/•84.7 Pop FROM THE VERTICAL.MULLION, +/470.0 PSF FROM THE 38 HORIZONTAL WJJU ON ATTACHINOTOI,XLItI • ••• • ••• H 1 M-170.0 PSF FROM THE 38 HORIZONTAL W LLION ATTACHING TO THE VFRTICAI MULLION(WTEIlBEOtIION)• • • • ••• ••• THE LOWEST DEMON PRESSURE IS4h04.7PSF AND WDULDAPPLYTOALL OFTHE MULLIXNS. • • • • • • • • '•.,!rlOR10P• VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PROOLIM USED WITH THIS MULLION T�.OWER PRESSURE.#MUR.LtONS eR FEfEBTttATItXN ''"l,,f&/INA%-��t� PRIOMWM WILL APPLYTO THE OVERALL ASSY.FINAL DESIG N PRESSURE REQUIRES T ME H1H THE MAMM ME FENESNIL"PRODUCT BE INSTALLED N A LYM LMBLO@K P'.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTWE SUBSTRATES AND FENESTRATION PRODUCTS TO MULIM FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I� a Florida Building Code Online Pagel of 2 All0. Harida DeprMW# . KISHm ( gym !talarttasantraaon I edToPfm I SLAWRSaadmaya eatsaFacbs r�uar�nan I rec�.,;ti I �r; scn&i��r I isa I s ��cz Busines �yy ProductApprovel ProfessiArlal t�R rUbBctlser Regulation Product AnDmal Menu> > > tenon Damn €! FL* FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ • • •• • • ••• • Product Manufacturer Custom Window Systems Inc. • • • • AddreswPhonelEmall 1900 SW 44th Avenue • Ocala,FL 34474 ••.••• • • • (352)368-6922 •.•• •• • i •i ekoSS0ewS.a • • • • • •••• • •• ••••• Authorized Signature Koss Erin • • • • • ekoss®cws.oc • Technical Representative Bin Koss • • i.••i• •.•••• AddreswThone/Emafl 1900 SW 44th Ave. i ••• • i•.•.i Ocala,FL 34474 •• • •••• • • (352)368-6922 Ext 291 00 0 ekoss4Pcws.cc Quality Affiance Representative lay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ent 291 pathropecws.cc Category Windows Subcategory HorFiorvtal Slld� Compbrme Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 66 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 Cerdli®tions,Inc. Quality Assurance Contract Expiration Date 07/2112020 Validated By Steven M.Urk:h,PE fib Validation Che&.M-Hardcopy Received Certificate of Independence FL1673111 COI EvalReo CNS-8718(HS-8200 74x6 IMP)ndf Referenced Standard and Year(of Standard) 1111111111dow Yt AAMA/WDMA(CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/'rAS 201/2021203 1994 Equivalence of Product Standards Certffled By http:llwww.floridabuilding.org/Pr/Pr app dtl.aspx?Pmm=wGEVXQwtDqu.8obl°/a2IIZm6... 6124/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Data Validated 04/21/2015 Date Pending FOC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Moder,Number or Name Description 16736.1 HS-a200 PVC Horizontal Slider HS-8200 PUC Horizontal Slider,IMPACT,74"x 630,XO or OX. •••• Lbnft of Use Installation Iastructiohs • • ••000 •••••• Approved for use In HVHZ.Yes • Approved for use outside HVHZi Yes Verified By:Lucas A.Turner 1 • • • • Impact Redshrnix Yes Created by Independent TWO Phltr Ves •• • •••••• Design Pressures+60/-60 Evaluation Reports •••••• • • • Othari Large Missile,74°x 63°,DP+/-60 psf.Outer lite In FL16736 RI AE2z, •••••• I.G.must be safety glazed when used above 30 ft.In HVHZ. FL16736 RI AE FMAIRse CWS IiIttHS-8200*7A • • Glass complies to ASTM E1300-04. I p),pg{ •••• • •• ••••• AF Duaripit Created by Independent Thi airy: 12 • • • ••••• •••••• 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slide EMtryM6i,111"x 63"pXOX. • • OR of use Installation Instructions • • • • •••••• Approved for use in HVHZi Yes FL16736 RS II CWS-8698 tNS-8200 111x63 W;odf . • Approved for use outside HVHZr Yes Verified By:Lucas A.Turner 3UQQle • •••••• Impact Reslsfarils Yes Created by Independent Third ft7ty:ties •••�•• • • Design Pressure:+60/-60 Evaluation Reports •• • Otbari Large Missile,111°x 63°,DP+/-60 psf.Outer iJte 816736 RS AE DuPont PVB NOA 13-0129 27.odf In I.G.must be safety glazed when used above 30 ft.In RA623S R1 AE DuPont SGP NOA 11-0624 02.odf HVHZ.Glass Complies to ASTM E1300-04. FL16736 RI AE EvalRen CWS-B69fHS-8200.111x63. IMP).odf FI R1 AE Ouanex(M m NOA 12-1017 02.odf Created by Independent Third Party:Yes sack :: rlaaae e6e.aev_te<� The SOM of FAFW la an AAJEW Spl0y0r. ft of Rlmida.::Rdv1QLShd2MWj s. Under PWrAs laws arm a are push rewnhL it you do not want your i-w wi adduaw releesed In rowetn a to a puff-reoorde re9ume4 do mit Send S�455.x�ist MOW i z0 I uo uby phone or by baRb"nder °m5 s9 p the o`ented epera�i�ent WRh a e ad5. dress W OW have cum The etrmins provided may.. used fdot. GO him Mm ma.However atmM add are public reword.lrym+do umt ones to wpb a Personal etldrero,plasma proWde the OepHrhrmu�t wkh an arra addrew which ten be meds mblife to tlm puMt.To detennkm K you ata a Hcelreea urs ChepbOr 45%FS.,PMM clkk bMtM.. Ptodud Approval A=B$w 1E securftmi inns http://www.flondabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqugobIO/o2fIZm6... 6/24/2015 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX I I 1"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44s'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 50' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product tajtrijr,. •••••• standards performed are outlined below. '••0 0 ••• •• • • • • 000.0• •• • 0000•• Technical Documentation: 000000• 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabare Ave.,North Pow Fa• .. •. ;•••• 2) Approval drawing CWS469B,signed and sealed by Lucas A.Turner,P.E. ••.••• : '..• 0 0.0 0 3) Test Reports NC7 L-210-3887-3,-3A,4,and 4A,by National Certified Testia1•aboratorks, 99:•• Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed:•x' 201,20-Aab: ....•. `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA: • 101/.S.2/A440`08 •••• •• •.•••• 4 Supplemental Calculations to support CWS-869B,signed and sealed by Luc� AYpner, P.E. :0000: 000:00 0 Installation: Units must be installed according to approval document CWS-869B. •0 Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13- 0129.274,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A. 11-0624.021 • Requires Quanex(Mikron)white rigid PVC f ruing per Miami-Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5a`Ed.(2014)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. �`�;�sns� �'�� No Sm 1 4/18/2015 .A s srarE of ;' Lucas A.Turner,P.E. r,40FL PE#58201 y��NA� Lugs A.Turner 2015-04-18 22:21-04:00 nemaw Nava HORIZONTAL SLIDER — LARGE MISSILE IMPACT I-THE PRODUCTSHO"HEREIN ISDESIONWA D MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBG,CURRENT wMww=rEM4fi ®ITION DIMMM THE HIGH VELOCITY HURRICANE ZONE 04vm AND ISD SW 44TH AVE. 18 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OMA RORm 34474 IN ASTM E 1995 PER THE FBC. WWW.CWS.CC 2.QLAZat3 OPTIONS:(SEE SHEET 2) 3.00NFIOURAT :'O)'.')OfY'. Im Pvc IORZ.SLIDER 112IlV MAX OVERALL FLAMBE WIDTH 4.DESIGN PFAMSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111•MAX IABiwu H GLASSTABLE13ASTM E-1300-04. -POSITNE SIGN LOADS BASED ON,TESTED PRESSURE,WATER49 D4FIl TFIATTON TEST PRESSURE AGLASS TABLES GLASS 15118! 243V QLD ID ASTM E-1�DLO D-04. O A _ Cti AMMPAMIM33 14%MESS INCREASE HAS NOT BEEN USED S4 THE DESIGN OFTHIS PRODUCT.SEE SHEET B FOR ANCHOR -- - -- - DETAILS,WANCHOROAET noN FACTOR Otb18 WASub t4R W000 I — 64, I &PRODLICT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT MOVERALL AX' { t REO.UIRED.THE IMPACT FFOTARY LOCKS ARE INTENDED TO BE LEFT FLAMM BUNLATCHED DUFFING NORMAL.OPERATION OFTHIS PRODUCT,BUT m W DIGHT g QBE PRIOR To E)MWRE TO HURRMANE wpmAND as DEBRIS. a r 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 6! t X Ot X 1 USED AT FDMD MEETING RAIZ.AND HEADOLL.1-EIGHT DLO iS t D t D DLO B.SERIES I MODEL DESIGNATION HS4WW. swig, 6 9.THE DESIGNATM X AND O STAND FOR THE FqJ OWMG: m MAX C X-OPERABLE SASH,O-FD9EO SASH SASH HEIGHT t i D 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR r g LOCd►IIOV. a' Mme SffiDI'�, -- - C _ 11.EXTERNAL WEEP SLOT-1W x 1'LOCATED 4 FROM BOTH ENDS. GI rr,rr,9' A C allA ON eTATB OF Fav a MAX SASH WIDTH 9 ��8�`T+O..Si.:s" ©�a� Lines A Tumor 201544-11 x'7— 15:17-04.00 4111=5 LUCAS A TURNER,P.E. FL,PE#sim •• ••• • • • • • •• 1238 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • ••• • •• • • •• PH.241-3W61574 •• • • • ••• •• ••• •• • • • •• GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GBNERALNOTES&EL.EVATiOIs..._...._, • •s• • • TEF 10!11/13 GLAZING DETAILS »»« »«._....__...«.2 SECTION VIEWS&(GAZING DETAILS..3 . UNIT SIZE DESIGN PRESSURE RA IIS 'P • EXIRIFSI�SB.O.M«...«...__._._.»«...».4 ANCHORStHEIDIILEd NOT1 8_...__..» s 111"x63" ,rt-60 PSF ..' :ICARC dII�$1L E IAAi G'Ib- SHEE"r OWS-BSS a INSTALLATION DETAILS.._..__._«.«»«...8 1:20 S ••• • • • • ••• • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 9dOZ t:4 133H3 9 699-SNt� • • . • • • yama • ! •• • • . •• ••. .• MUM 331 • • • • • . • • . . S'11V13a JNQV'1J tr14t-�tin8'Hd • • • • n •• • • GOM-W'lapd KLI40N • . • • • • • • • 3A1/VaY 6M .• . • • • • ••• •. t9Z9993d'L-1 '3'd'aarlant ro StlJtil SL�,t.L��tti as Y SbVIO v .05+e�s io'� ssHsys ��. AO ill Bad u sstna D �•tti 1,� oN ��- � �CJ A � nn �? 3118 SSV10.vt t V 311BflAYlO.7J4 t .H.3MOl w LL to � X31dVf118 a3 .M.3ZV1D1�3�d(M `�' a3aav1eaeNl�nd ate• a�vaeaJu.•trs WM.M a371tjNNtl�� me itarn.eul A MMUN U W aawmw in 3;ri1.VUN.trlt 13VdM aW4UV91aOG31V9NW ftM aaans-mow ZL4]�j and om 00,M• vow-W m "W HIO AAS�Bt INTEREOR mnm wwww 19x48 t 1900 SW 44TH AVE. tlIN CIDA34474 Im PVC HORZ SODER IMPACT s 2 8 8 1 9 1 SECTION VIEW FJ D JAMB ROTARY LO= JAMB F WARY LOCKS: SECTION VIEW B 8 MAY BE SUBSTITUTED FOA JAMB tMPACT LOCKS ON t REWIRED ON FIV UMM FLANGE v 1 rAdi WzWWWrMWKMYPI J l : tITEM94aa4s� fill MuMMOPSIAMIES .vvoVN*"19 pVTBRIOR Q„o: �� 'e 9TATE OF �� JAMB BRACT HOOK6�4� w LOCATOR FK rARY LOCKS 28} xz ®ATTHIF� X4!1 V2018 NOTES: LUM A.TURNER,P.E. -EITHF3i IMPACT HOOKS OR ROTARY LOCKS MLIST BE USM IN BOTH JAMBE OF FLANGE UNITS. FL PE*SO= 8 7 •• • • • • • •• -OILY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE • • • • • • • • 'MM CF F N UNITS. NORM PORT.FL 34288 • • •• • • • • • PH.941 3BQ•1874 • •• • • • • ••• • 1 • •• • • • •• SECTK)N MEWS Dmvm W. DAM SECTION MEW A-A • ••• • ••• •-•_} • HEAD�IPACT HOOK AND TEF 10/11/18 i i i i • •• ICT HOOKF MARY LOOK LOCATIONS - •• • • • • • •• • • 12D � B 8Eq71ON VIHW C•M• • • • • • • ALTERNA•LD AN FRMM ••• • ••• • SHEET 12 80F$ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PAATB LEST 3118' 4AFRM 0014 TR11Xf 1 Qom!PART# D)�P'110N V9tDf�i ttAATEtXAI. 3118" 1 H6048 Mein Fwcne,SHVHis,Imo,PVC Mneon PVC a tJ8" tl1VV 871ZB48 2 H•1681 Fbcmd Rall,Heayr DcdY,AUninum KWrmk Abn 1 2 79�3W 44TH AVE 3 S•8077 DOW,HD Fixed tom,PVC A40upt PVCOCALA 5 P463a x 2102 Ph Mad Time Type A 7E A Steel 811ns" � 9 917 �r t 7AP 7n8" CYVS.004 8 P,=2 seam saw,SM-55M Saivism sgkm m 7 8-1776 RullerTiack Adrn I+ T �p a 54013 Scream Ager,MM PVC Milkmt PVC 7B' FI SLIDER a Ci 9 S•8014 Semn Admirer,Head&310.PVC Miktmc AVC PVC t FLANSE-M HD MTO RAIL-1881 IIS S +� 10 P-444M Weep Cmw%W Flap Mam *Ion PVC FRAMIE FIH4M Bond Mikan : pvc 12 H411511Sash iM Fail,PVC mkm PYCn2-",r 119tte• 13118" b ref v 23tta' 13 H4�1 Sash Pug Reg,PVC Mnamt PVCr17 H4 sash 7op/SoL RaE,PVC AAikrOt PVC 1tsnr t 0x9' 1 Iv,a„ Y�H•1497 Rft Sash AAD&Rab Keymmk Aran �f.— tns• tns I'� 1M8• 2 1F1490 tenant,Sash,Skis Ran Keymmk A118n 1+1886 f�irlbt nod,Sash Pun RaH KeyrlBdt Alum PMC SASH MT(L RAIL-WW PVC SASH SOE RAIZ.-m1 PVC SASH TOPBTM pAL4= PVCHDMlTt4RAR=M•4a77 7.9479 W ¢ 0 0P,4270x.157back7h>geal, l 3n6 flXED TOGETH RAR r WBCREWEDT RFRAMEi 4YITF1 PS78;! �tmpaol.PVC bxedack pL�As,� 20 P-4�1 #a x 1 11V Ph Flat Tak,WN. Facterail glee! 0 1:8 21 PAM Keeper bnpaat,PVC IrRerlamit Q 22 7.9539 08 x SW Square PH Tek,WM. Fuel" Steal ( s" 0 9>e• 34• 23 P•4955 Lock W9f�t trate' Trims. 24 PIUW S42 x 112"BOW Fastener bntedociit 19118` 11i8' mao � P.4� ,RaRtay Look � tna" SASH MITCt.RAIL-1497 z 26 P4770 Railer,Tendmn M&M Milan PLAN VIEW-190s SASH REM,-lag HFliD OAPACT HOOK-1� ,4j4 27 P-3,541 #8 x W Quad PH TEK 2 Zw Fastmw Stall 28 MASS SEE sHEET2 CARDINAL GLASS C o ens 9n9• 91s•r Ina• 1114` ,,i eNs�N '% 2a Ptxteat C41exe"W m tic 552 Hbdcel ka SWOam � 7 AYF me 3 44 s 30 P Set.Bac.,85 Dar.,1/8'x 7/8'x 2"Lg Frank Lotae Rubber 6 t TT jpie. � � p+kg * t- 31 P�ms Screen Fram k 32 P-47544 Screen Omw A l t�9Fiinn FALLER TRACK•1776 �p a TATE OF wt4 Key Allmtdel ten S► 33 P-4755 BtxeAn Owner Key WSnbty Ipb Afinuft lylitpt PLAN VIEW- 1ne' 1�" �tF� 34 P-MM ScrewPt9feb s mmlt FAMELIMPACTCATCH-me 11 r7Arft �iy� 7/6' 35 P-m Screen Sp" Fla.Spdrgl 88 W anti° C x!t 36 P� ServenSpiine Oapa p PVCGLAZE9EAD-8084 ns^ 4111IM15 37 P4772 900000 Cloth,Fibugal s C4!AZE SEAD-1112 LIMAS A TURNER,P.E. 40 7013 Strew Support,PVC Team Plastk;s Rubber L I 41 P-3792 Cap Piu%1/2"NO mam ttz t 11e" FL 1239 A#RA A VF- 42 5.1577 Impact Hook,Rama,Jamb Keymark Alter • • 1� a 9B' t sJt NORTH PORT,8.34286 ••• ••• •e • • • • • 718' 1119' pH.a4f,9>�•1574 43 5-1112 108,Head.lemb Keymailc Alum 44 SOW halutChannel,Sash • • 1/18 PVC ScRmCATCH-8010 ire" WEErDaRmpfim 45 P 3%4a X5f8 Ph FH TEK,$x.Painted 5 ••• e•• ••i • •i�iT• AI.t1M SASH IMPACT HOCK-1677 M ANTI•UFT-SM BORA AND EXTRUSIONS 48 5-1888 bnpmct Hack.FranW,Head Keymmk Akan fie. 1� srts•-T -3 47 H4048 Mein Freme,SFVFIS,�,PVC Macron PVC L a 1116 '0 S-SM ,�+.WPI fAgeort PVC e • • • • •• ••• •••� Strtltilf aUP�R1'-3118 P�tC S1�EN BUPPCIAT-9014 TEF 10/11/13 49 P4� Leak,leaped,PVC,wt<Flipper hxedook • e • • • • • e _ • •• • • 50 P-47W.118 x t/2'Ph A4od 1b188 TEK F=M* Masi I.MBRcEM8 CW84M B N��: • e•i ••• SHEET 4, NOTE:ALL EXTRllstoNs ARE ALUMINUM mwTs MESS OTHERWISE NOTED. 1:2 40FO • • • • • • • • • • • •• •• • • • •• •• ( ) � MAX MAX OCA A.FLORIDA 40TH AVE. 8"AJAX itYPa 3•{IYP.) ]@�/� � IEE NOTE Z 'r MAX R1'P 1--�{ �8" QQ MM.).) �UWA & 34474 s•MAX trvPa Tn'Pa C MAX(M.) WVCW am PVC > HORZ SLIDER to gmMA"X= IMPACT MAXaO.C. x o x x oLl Li W aW ANCI NOR LAYOUT-tPLANGEN ANC"LAYOUT.M m d ♦_ems `P� ,� '4 TP,t��1Q� 1� Gb 5BZA4 p"A NOTES: l7AQ WAVE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SIL ANCHOR SPACING SAME AS HEAD. r"ylc� C R�t�.�`��r� 2 SHIM AS REQ AT EACH INSTALIATM ANCHOR USING LOAD BEARD SHIMS.MAX ALLOWABLE SHIM STACK TO BE 114•. USE SHWS WHERE SPACE GREATER THAN IAW B PRESENT.LOAD BEARING SHIMS SHALL BE CONSTTOJCTED OF HIGH DENSITY PLASM OR 8ET"TER.WOE SHIMS ARE NOT ALW WED. 3.ANCHOR TYPE,Ste,SPACING AND EMBEDMENTSHAU.BE AS SPECIFIED IN THESE DRAWING,SEE TABLE 1,SHEETS. 4111!201$ 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALSIN CONTACT WITH PRESBURE TREATED WOOD MUST LUCAS A.TURNER,P.E. IE PROTECTED TO PREVENT REACTION. FL PE 0 SO= 1238 JABARA AVE. • ••• • • • • • •• NTH PORT,FL,3428111 S SPEC MIN BLE1,ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANU &&&AWLTiONIq�iRUCT1®NS,AND ANGORS SHALL NOT BE USED IN SUBSTRATES WITH WREN(rM LESS THAN THE MINIMUM PH.941-3�1374 SPECIFIED IN TABLE 1,SHEETS. • • •• • • • • • •ANCHOR EMBEDMENT TO SUBSTRATE 04ALL BE BEYOND WALL DRESSRODD*r INSTALLATIONS TO SO UD,CONCRETE GROUT-FIILED CMU MAY INCLUDIFOL J T 1 BMW EE TRA PRODUCT SUBSWMENT SHALL BE BEYOND�BUCKS.IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONSTO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-To4E LATER SPACING SHALL BE MAINTAINED BETWEEN ALL•FAQ TEINE%-3'F%MABONRy,�•F i=AIOQD AND METAL TEF a WOOD MASONRY OPENIddS BUCKS AND B11tIC FASTENERS SHALL Y BY tTEL"T WEER REtORDAND INSTALLED TO TRANSFER WIND LOADS ltiTHE STRUCTURE. 1C/11/13 SUBSTRATES SHALL MEET THE M WIMUM STRENGTH RE (M A9 Tgbe PIEEj 8.O jN�7 SU&9TRATE6 MAY NOT BE CRACKED. • •• • • • • • • CWS-B89 B I SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RSMANINr&INA LLATION611ALL BE DONE NOWHERS FOLLOWM THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHF-T FMAIAAMA 10OW N WINDOWS}FMA/AAMA 20O(FLAIGE WINDOWS).FMAA4DMA 2W(BO(WINDOWS},FMNAAMAMDMA WO(EXTERIOA DOORM 126 5 OF O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MSN.EMBEDMENT SEE TABLE 1 SUBSTRATE MKEW0By OTHERS METABI BO113T. 1/4'MAX SROM E TABLE 1 U TA DIST. BL66 MTE SYS1!#1t< SUBSTRATE BY OTHERS "{ 1M MA73 8HD41 ByOTHERS OCA A.IDWSFLORDA 44TH AVE SEE TABLE 1 I SEE TABLE t wwWW.CWS.CC 34474 MIKEMBEOMENT MIR.EDGE D13T. PERIMETER SEALANT SEE TABLE I BEE TABLE 1 BY INISDE A LLER INSTALLATION ANCHOR am PVC 86E TABLE 1 HOLM SLIDER SEALANT SEHM MIN EMBEDMENT FLANGEBY INSTALLER 1W NIAX MD/ SEE TAKE i IMPACT v PERIMETER SEALANTT PERIMETERSSEALANT w�ALLER T C 0111 QNSTALLATtONANCHCR VV Ju q INSTALLATION ANOHOR SEAQ M'BEHm SEE TABLE 1 6 SEE TABLE 1 E BY BM TALLER B HOROGNTALSECTXXN re-i1 HOAIZOtdTALSEGTIgN 8 TYPIDAL.NMB AKTHORAGE 8 TYPAL FIN ANCHORAGE _ tq HEAD AND BILL SWIM FOR FIN WTALLAIIO N N Ul IMF va MAX$HSI SEAtANTSEHM FLAME INSTALLER L.ER 10 o SEALANT BYINSTALLER MINI EMBEDMENT m�z DME AND OUT SEE TABLE 1 f,ZOki , I CIBBTRATBBYOTHERB {NOOCawlIN 8EE TABLE 1 MEL EDGE DIST. S of TABLE 1 6 TY VERTICALSILL ANCC Q STATE OF }T4t= m� TABLE 1:APPS INSTALLATION FASTE NEA9 4/11/2015 FRAME LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MNL) BMW ITW TAPOON 1-112' 1- OMI BY SEALANT 12FI PE,W 058 AVE ••Z IN WANDER3VII NORTH FORT,FL 342M E CONCRETE{2,86 KSI MIN.} 9118'ELCO UL • • • 1. • • 1• ON31DE AND OUT /'p, HORt90NTALBECTON PH.941-390-1574 FLANGE OROUT4 ILED CMU(ASTM_CW) 18"EIC ULTRltOON •• • • 1 • \8 j B=FRAME INSTALLATION FLANGE 2XMK SOUTHERN PUNS(fl.0.86) �ELCO ULTRAtAN riwwcvw ••• • L IB, • • .. � HEAD AND SILL 9MLILAR FOR BOX DWALAAMON IN.STALLATIOIY DETAILS RANGE 2XMK SOUTHEA N PINE(0.0A" #IQ WOOD SCREW 1-w 7w FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 10 GAUGE(&W MIN STEEL STUD ��TTYY • UP TO AND WOLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSIYEWM • • • i� TEF 10/11/13 LAT ALUM. ) -MIN.1W FILLET OF CCNMM=ON-GFME ADHESIVE CAULK IS APPLIED FLANGE (80Md6 MSN OR 0 GRAM •��I• of • wHB� INCE AND OUT,FULL PERIMETER.BY INSTAL LER. " 10 STEEL(33 KSI MR) • •• -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REHUIREIME NTS AS CWS 86B B 2X MR SOUTHERN IRE PA.B°i) 1M WOOD 1 1R 1 SHOWN FOR FLANGE WINDOWS. SHEET 1� eOF6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` MIAMI- MIAMI DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NPA) www.miamidade.aov/economv Eurotech Industries,Inc. 4201 NX 12 Terrace Fort Lauderdale,FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails-to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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:Aluminum Outswing Entrance Door-LNII APPROVAL DOCUMENT:Drawing No.W0441 Rev D,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AL.-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ••• MISSILE IMPACT RATING:Large and Small Missile Impact • + ; •• Limitations: •••••• •••• i ••••i• 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs vw1ai xatings in sheet 2. Z.Single or double doors maybe mulled with approved clipped mullion or sidelites o rtmtwom(undor separate . • approvals),lower design rating shall apply and such installation to be reviewed&appr*oMt4y A . •• 90:000 LABELING:Each unit shall bear a permanent label with the manufacturer's name or i g j:city stake anI series'"' and following statement:"Miami-Dade County Product Control Approved',noted herg4++0 •• RENEWAL of this NOA shall be considered after a tenewal application has been file d and There hs.l no ••••0• change in the applicable building code negatively affecting the performance of this prod rX+ ;•+• ; TERMINATION of this NOA will occur after the expiration date or if there has been a revision arciaii:ge in tie 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 at the job site at the request of the Building Official. NOA revises NOA#14-0303.8 consists of this page 1 and evidence page E-1 &E-2,as well as approvaTTo—cu—m—enTMORT15-0 above. The submitted documentation was reviewed by Jorge II+I.Plasencia,P.E. NOA No.15-0729.14 �A }E Expiration Date: June 10,2019 1 jV Approval Date: March 3,2016 v`� Page 1 Eurotech Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NDA No. 09-0310.15) 2. Drawing No.W04-01 Rev D,titled"Altuninum Outswing Entrance Door",sheets 1 through 5 of 5,dated 01/15/04 and last revised on 07127/15,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08,signed and sealed by Candido Font,P.E. (Submitted under NOA No. 09-0310.15) 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 .... 6)Cyclic Wind Pressure Loading per FBC,TAS P03•-9.4 •••• • along with installation diagram of aluminum outswing door,prepared by'Hurdcane On eying •• Testing Inc.,Test Report No(s).HETI-03-18$2,08-1889,08-1$890 any.11--20240 dl&d 01115M thru 02109/2004,all signed and sealed by Rafael E.Droz-Seda,P.E. .,.. •. ;••••; (Submitted under NOA No. 08-0507.10) 0060 • •• •••.• 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No!MPW4-Tj%dtd ••s•• 01/29/04,tested per ASTM E8-01,signed&sealed by Rafael E.DrdV-SW P.E." " '•"'• . . . . ...... C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15,prepared by Al-Fare"CCorp.,:9 6• signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuramy America.,Inc.for their"Sentry Glas 0(Clear and White)Glass Interlayer",expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America.,Inc. for their"Butacite PVB Interlayer",expiring on 12/11/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE.SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014&no financial interests,prepared by Al Farooq Corporation,dated 07/23/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 14-0303.09,issued to Euortech Industries,Inc.,for their Aluminum Outswing Entrance Door-LMP',approved on 05/1/14 and expiring on 06/10/19. 2. Test proposal#07-3527 approved by BCCO. (Submitted under NOA No. 09-0310.15) . . .... ...... 00 ...... .. . ...... .... . .. ..... ...... . . ..... .. .. .. .. ...... ...... • ...... . . ...... Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-2 F c4)ANf2I085 V.V 42• AT YTG.§DLE EIO1S 75 3/4' N i ii SEE 1E A d i FTtAb�WIO1H AT Y O.C... Fl7AME TrwTH I I !I FOR I I I I �� RAT1Nti' DETAILS;'j 13' DOORHINGES 13'MAX. 5'MAX. g•MAX, ' SURFACE APPLIED SEE SHEET 2 HFAD/SUL HEAO/SU I I r-- --- ---- I I A MAFOR C Y BE USED S caWA 6 A --- CORNERS n G SEE SEPARATE N0A AJIVE FOR ELREDETAILSAND !I / ACTIVE IN-A�gllvn LYCF Lew _-L YIC M txgy 3 --'L tl \ _•mil.--- �o. it B \ / " Z n —� ----------- -- V HINGES �3 -------- -- --- Dom jo SEE SHEEP 2 3MAMI-OADE COM MR QUANTITIES 31 3/4' APPROVIEO MI M. �. �« dD.L.OPO. SEE?SATE NOA O.L.OPO. O.L.OPO. AWMINTTM OUTSIPING ENTFANCE DOOR 39 1/8' 35 3/8' 36 3/8' LES WIDTH LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE()Of) LEAF 1�RS, LFAF WIDTHLEAF ELEVATIONS J ANCHORS ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES At)MTO.SALE ENDS USING MIAMI-OADE COUNTY APPROVED MULLIONS W BETWEEN. AT 3'O.C. eIn ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDE RTES IN B R COMBINATION WITH TRANSOMS USING MIAMI-DAOE COUNTY APPROVED 12 MUWON IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• •.• • • • • • •• REQUIREMENTS OF THE FLORIDA BUL LNG CODE UdC1.UDNG HIGH VELOCITY • • • • • • • • • 8 HURRICANE ZONE(HYHZ) • • •• • • • • • amu a 1BY OR 2T1Y WOOD BUCKS BY OTHERS. MUST BE AN040M PROPERLY • •• • • • • •.• • TO TRANSFER LOADS TO THE STRUCTURE go • • • • • • • • • ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS8t MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. F THESE DOORS ARE RATED FOR LARGE SMALL Cr& +RUDUCI x�V1J6 o i g3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REWIRED. SPE IT DB2 aamprylelwaftll•i� 5 � + NOT PART OF THIS APPROMIL • •.• • ••• . • am R°t co* $ A LOAD DURATION INCREASE IS USED IN DEMON OF ANCHORS INTO WOOD ONLY. • • • • • •• • • • • ALL SHIMS TO BE MON IMPACT.NON-METALLIC AND NON-COMPRESSIBLE •• • • • • • •• • • j 8 ZQ drasing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS,THAT •• • ••• • ••• • W04-01 COME INTO CONTACT WITH OTHER OSSaILAR MATERIALS SHALL MEET THE REQURREMENTS OF THE FLORIDA BUILDING CODE sheet T of ••• • • • • .•• • • • • • • • • • • • • • .. .. • • • .. 0. rrsM# PA67:# BItQD. D>IsanPTT/x 10071181.04 >rirv./BOPPL199/tom ' 1 ER006 AS RWM DOOR FRAME 6083-TB - "p 2 ER012 AS HEW. ODOR LEAF 8063-TB 3 VZ11566 I/LEAF DOM BASE BOARD 600-Ts - Z 4 VZ-1483 1/WOR FRAME SILL 6063-TB - �+ 5 - 1/WOR SILL BASE sOs3-Ts - g 1 6 VZ-1481 AS REW. ASTRAGAL STILE 8067-76 7 rt-19 4/FEAR 4U1Z/4A BEAD 8063-Ts e aeD1 as REGI) GtxNo Ga•tEr EPD1T OUROMLTFR 7535 SHORE a s 9 - 1 SHEAR CLIP 8063-16 - 10 1001/50 1/CORNER CMU KEY AL1110 M MOMRCBAO h 11 0060003 4/LEAF W 49ES ALUYIROM GIESSE 81 12 #1D X 3/e' 4/MOM HT="WALATIOR SOMM - PH MACH SCREWS 13 - AS REW. &RB W'STPoPPgs3 - - qy h 14 #10 s a- AS RE00. ABY SCREWS = HH SELF ORRLMO 1t;0 q 1It #la X 1-1/4 - FRA11E ASS(MM.Y SCREWS SMS zgZ� rr d DESIGN LOAD CAPACITY- PBF DESIGN IAAD CAPACITY- PSP D=GN LOAD CAPACITY- PSF 3118"HFAT SIBEN'O GUMS 3/16"HEAT STREN'D GLASS = n sTNGLE(X)Door SINGLE(R)DOORS DOUBLE Im Dooms Ow bderul)w s DOOM ffiLS GIA»TYPE'A' Dan Sffi GLASS TYPE'R' 1100R 812E SASS TYPE'A'OR 71 uraroY 8utaeRemutOaRe PVB Kweroy ryClae d WIDTH HEIW4T EXT.(+) MT.(-) F2/6 RETORT Exr.(+) DIT.(-) wom HEIGHT EXT.(+) MIT.(-) By'Kwdm Ameem Uro.' B7'Wam Artwriaa,1no.' Z 2 8 75.0 85.0 100.0 140.0 5/0 6/8 75.0 75.0 3/16.'HEAT SIREWD MASS 3/18•HEAT STREN'0 GLASS � NN � 0 6/8 75.0 86.0 6/8 100.0 140.0 6/4 75.0 75.0 v W 3 6 100.0 140.0 5/0 7/0 75A 79.0 gin 2/6 79.0 85.0 100.0 140.0 8/4 75.0 75.0 ]Fal a! 7/11 7SA 85.0 7/0 100.0 140.0 5/0 8/17SA 7SA �2SW i GE�2�3/8 .0 85.0 f00.0 140.0 8/4 78.0 7SA g SR(iLAZE 0 d SiLClA2E U z Z N 2/6 100.0 140.0 LOAD BMW AMC ARE FDR J. 3 0 8/0 75.0 86.0 3/0 8 /0 100.0 140.0 WSTALLATIONS WHERE WATER RESISTAR E t�WARED. TRATION g 8 n t'3 g 1i)p 3/6 75.0 85.0 3/3 100.0 140.0 tpOT E%TEKI0W+)10.009 TO 48 PSF WORE APPROVED FOR 94STAUATKMB FOR UWA11ATTONS WHERE WATER APPROVED MRN � �O wFIERE WATER W RATKM RESfS WHERE WATER WILTRATICH RESISTANCE WWRATIOM REBIb mm 6 REQURED. q"'1 j a(-y 0 REQUIRED. IS REQUIRED. O LACKS SINGES DOORS: LOCO SINGLE DOORS: LACKS DOUBLE DOORS: 3 POMP LOCK SYSTEM AT ACTIVE I=STILE MMRIALLY OPERATED CONCEALED FLUSH BOLTS AT GLASS TYPE 'A.' GLASS TYPE 'H' 36-FROM BOTTOM.KEY OPERATED ON T00 AND BOTTOM OF ACTIVE LEAF PART#02181BOLTS MOM AND TWAB TURN ON WERIOR. ATrACHED WITH(4)#10 X 1-1/2"SMS. MP AND BOTTOM CONCEALED FLUSH#0216 AT GLAZING OPTIONS TO'AND aoTroM aF ACTIVE LEAF PART#02181 STfWM PLATE 3 POW LOCK SYSTEM AT ACTIVE LOO(STILE AtrACHEO WITH(4) #e X 1-1/2-SMS. ` 1-1/4-X 114"X 16-114'LONG 36"FROM BOTTOM,KEY OPERATED ON EXTERIOR 3 POW LOCK SY5TDA AT ACTIVE LOCK SIRE Rm ATTAOM WITH(2)#8 X 3/4-SMS AND THUMB TURN ON INTERIOR. 36'FROM BOT►OK KEY OPERAXE0 ON EXTERIOR SiliIXE PLATE AND THUMB TURN ON INTERIOR. HINGES SMM DOORS 1-1/4-x 114-x 16-1/4 LONG TWO-HANDED COMB HIM GLASS WITH(2)#8 X 3/4"SMS MACTNE LEAF NOTE: CLASS CAPACITIES ON THIS SHEET ARE eYEX �NdIM08A1 MIDGE 2 HING139 SINGLE DOORS: Z L AT •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) + (5)PER LEAF tWo- �COMB H TAOP 11(4) 6�_g�� AND FLORIDA BUILDING COMMISSION AT 6.-, 12'.36".63-1/2'AND DECLARATORY STATEMENT DCA05-DEC-219 92-1/2'FROM TOP OF DOOR EXT)WOM AWMMUM BRIDGE 2 • •• • • • • ••• • BY,QmE. HINGES ROIIB S DOORR: • • • • • (7)PER LEAF AT 7/0 AND 8/0 DOORS •• ••• •• • • • • AT 3",9"AND 28-3/8'FROM Am come� 2 PRODUCE MF:W�fO TOP AND BOTTOM.ONE AT MOSPAN CML I Io (8)PER LEW AT 6/8 (s)•PIIR LEAF F> 'CAJL�76�a t��•ta�Il.T Www AT 3".9-AND 26-3/8'FROM AT 8►, LEAF 63-1 ••• • • 4ecepsAxn Ro a,y 5 TOP AND BOTTOM 9!-f/a!"FRT TOP OF�� • • • • EsP1rA6nabA•� �g $ S NOTE:TCP AND Whom FLUSH WVMUST et :414, • 000 • W04-01 ENGAGED OURING PERIODS OF HURRICANE WAF6.VING. sheat oT g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /DY TYPICAL ANCHORS TYPICAL ANCHORS WHwo BUCK SEE ELEIATIONS TYPICAH.ANCHORS METAL FOR SPACING SEE ELEVATIONS FOR SPAGNG 5g� FOR SPACING sn4crURE Z EDGE iC EOGE GIST. F via, a TYPICAL ANCHORS 13 ACCESS HOLES WN PLUGS � ONG WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH .l MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 7 I � SEE SIP KDA TRANSFERANCHTHEM TO THE BUILAING STRUCTURE _ 2 Ra�nNcaro�rals = � ' SEE El".FOR SPACING : s DIA I HTR 177 KSI."158 KSQ Z id s INTO OR WOOD STRUCTURES s 25 oT 1-1/2" MIN. JAMBS) wM U 1BY BUCKS INTO CONC.OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEAD) sa p © i� jf 4" MIN. EMD INTO CONC. OR MASONRY (JAM `------ -------�APPROVED DIRECTLY UdTO ? e 0 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) _ t3 M� 1-1/4" MIN. EMBED INTO CONI. OR MASONRY(JAMBS) W Z SEE SEPAPATE NCAJ14 SMS OR SELF DRILLING SCREWS (GRACIE 2 CRS) F& :qrfiWX ANCHORS INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MRN. THK. = 1/8") t3 SEE ELEV.FOR SPACING a INTO METAL STRUCTURES r ---� STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6083—TS MIN.) 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ' TYPICAL EDGE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. OR /8 X 1/2'SIdS INTO METAL STRUCTURE = 3/4" MIN. FROM ENDS AND 10"0•C.MAX. WOOD AT HEAD OR AMPS SG a O.6$MIN. 3 CONCRETE AT FIFAO,SILL OR JAMBS f'a a 31100 PSI MIN. (4)/ta X t"SMS C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm= 2000 PSI MIN. of «s •• ••• • • • • • •• $S 2 AT Y O.C.MAX. • • • • • • • • • O AT CENTER OF SILL • • •• • • • • • SP.'AIANM g g • •• • • • • V. • <eoo 4 1 • • • • • • • • • ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH 9 RW.AT •• ••• •• • • • •• ADSEL OR TEIM 50729 SEALANTS. 5 GoumE OM DOORS ONLY Pqr.ow"mCIVIL RA.PE X39 go ,Mg MieMtnida o C� 1 -- I • ••• • ••• • • 4cumaftme .1 -,a•. •• • ••• • ••• • d�G1iHn9 � �t� woo-01 . 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