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WS-14-1957Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234351 Scheduled Inspection Date: May 11, 2015 Inspector: Rodriguez, Jorge Owner: , Job Address: 33 NE 93 Street Miami Shores, FL 33138 - Project: <NONE> Permit Number: WS -9-14-1957 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060130380 Contractor: BENETTI SERVICES, INC. Phone: (954)907-3103 :suuamg uepanment comments RENEWAL OF PERMIT# WS -12-05-1255 REPLACEMENT EXISTING WINDOWS AND DOORS (16 OPENINGS) INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-219197.05/08/2015 M� NO ACCESS Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 08, 2016 For Inspections please call: (305)7624949 Page 33 of 42 4 u_' . i r Miami Shores VillaRe g BUILDING PERMIT APPLICATION MN BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL (?Ar1n/l1 / y� q�3`1ozg_3 Building Department SEP �01� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ��_ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC2�l� Master Permit No, Sub Permit No. PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 33 NE 93 St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-0380 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):Anuv LLC Phone#: AAA .3332 NE 190 St #1010 City: Aventura State: Florida Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Benetti Services Inc Address: 21300 San Simeon Way 33180 9sg-�0-7-31®3 City. Miami State: Florida Zip. 33179 Qualifier Name: Aleksej Bereznoj Phone#: State Certification or Registration #: CGC1508384 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: Stater: Zip: Value, ofW. ork.far,thi� Perrimt.�"� �® Square/Linear Footage of Work: &� ,- 3 Type of Work: ❑ Addition,' R© .Affteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Renewal rpemit WS -12-05-1255 of Specify color of color thru tile: d she''' a i W :. y'Br!iC a' , -, �...� .. ,.:• Submittal Fee $ ' ®� Permit Fee $ - Scanning Fee $ - Radon Fee $ i DBPR $ Notary $ Technology Fee $ G - 1+0 Training/Education Fee $ 0 Double Fee,,$g Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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 indgood faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose prop' is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in ection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n be approved and a reinspgction fee will be charged. or AGENT The foregoing instrument was acknowledged before me this day of ` 20 , by who is personally known to me or who has produced as identification and who did take The foregoing instr`:rment was acknowledged before me this 28 day of August 20 14 by Aleksej Beremoj who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: tide _ MRgEMHEENALEMlO1NE e MY COWASSION s FF 144W EXPIRES: July 27, 2016 Print: ' a° Print: Mir sites Seal: ,•o s,,, CARMIN TICCIT Seal: • ° Notary PuWIC - State of Florida My Comm. Expires Jun 26, 2018 ''•og, �� •� Commission # FF 098617 APPROVED BY I d' °P Plans Examiner Structural Review (Revised02/24/2014) W Zoning Clerk 4/21/2014 Florida Limited Liability Company ANUV LLC Filing Information Document Number L12000112905 FEUEIN Number 37-1703736 Date Filed 09/04/2012 State FL Status ACTIVE Effective Date 09/04/2012 Principal Address C/O NOMI MEDIA CENTER 1125 NE 125th St Suite 101 North Miami, FL 33161 Changed: 04/04/2014 C/O NOMI MEDIA CENTER 1125 NE 125th St Suite 101 North Miami, FL 33161 Changed: 04/04/2014 Registered Agent Name & Address SEGEV, URI 3332 NE 190TH ST #1010 AVENTURA, FL 33180 Authorized Person(s) Detail Name & Address Title MGRM Detail by Entity Name IUV GROUP LLC C/O NOMI MEDIA CENTER httpJ/search.sunbiz.orgAnq dr/CorporatiorSearch/SearchResultDetail/EntltyNametflal-112 112905-dad8cd58-6x20-4504-ad40-07c840gd5d36/anuW/o20llc/Pa... 1/2 4/21/2014 Detail byEn*Name 1125 NE 125th St Suite 101 North Miami, FL 33161 Title MGRM NES HOLDINGS LLC 1835 NE MIAMI GARDENS DR#264 MIAMI, FL 33179 7 Report Year 2013 2014 Document Images Filed Date 04/18/2013 04/04/2014 04/04/2014 — ANNUAL REPORT View image in PDF format ' 04/18/2013 —ANNUAL REPORT View image in PDF format 09/04/2012 -- Florida Limited Liability View image in PDF format Copvrioht :c, and Privacy Policies State of Florida, Department of State httpl/search.sLnbiz.org/inq Liao'CorporadonSearcWSearchResultDetail/EntltyNamefflal-112000112905-dad8cd58.-6a20-4504-ad40-07c8409d5d36/anuV%2011c/Pa... 2/2 2x014 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT DOCUMENT# L12000112905 Entity Name: ANUV LLC Current Principal Place of Business: C/O NOMI MEDIA CENTER 1125 NE 125TH ST SUITE 101 NORTH MIAMI, FL 33161 Current Mailing Address: C/O NOMI MEDIA CENTER 1125 NE 125TH ST SUITE 101 NORTH MIAMI, FL 33161 US FEI Number: 37-1703736 Name and Address of Current Registered Agent: SEGEV, URI 3332 NE 190TH ST #1010 AVENTURA, FL 33180 US FILED Apr 04, 2014 Secretary of State CC6821002398 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing Its registered office or registered agent, or both, In the State of Florlda. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGRM Name UV GROUP LLC Address C/O NOMI MEDIA CENTER 1125 NE 125TH ST SUITE 101 City -State -Zip: NORTH MIAMI FL 33161 Title MGRM Name NES HOLDINGS LLC Address 1835 NE MIAMI GARDENS DR #264 City -State -Zip: MIAMI FL 33179 I hereby certify that the Information indicated on this report or supplemental report is true and accurate and that my electronic signature Shap have the same legal effect as If made under oath; that I am a managing member or manager of the limited Ilability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida statutes; and that my name appears above, or on an attachment with all otherllke empowered. SIGNATURE: URI SEGEV REGISTERED AGENT 04/04/2014 Electronic Signature of Signing Authorized Person(s) Detail Date 4/21/2014 Florida Limited Liability Company UV GROUP LLC Filing Information Document Number FEI/EIN Number Date Filed State Status Effective Date Principal Address C/O NOMI MEDIA CENTER 1125 NE 125th St Suite 101 North Miami, FL 33161 Changed: 03/26/2014 Mailing Address C/O NOMI MEDIA CENTER 1125 NE 125th St Suite 101 North Miami, FL 33161 Changed: 03/26/2014 SEGEV, URI 3332 NE 190TH ST #1010 AVENTURA, FL 33180 Authorized Person(s) Detail Name & Address Title MGR L12000002887 45-4199694 01/06/2012 FL ACTIVE 01/05/2012 Detail byFstityName SEGEV, URI 3332 NE 190TH ST #1010 httpJ/search.sunbiz.orgAnquir/CorporationSearch/SearchResultDetail/EntityNanWflat-112002887-319a0379-4032-4076-b2e2 89b165056439/UV%20GROU 1/2 4/21/2014 Detail byEntityName AVENTURA, FL 33180 Annual Reports Report Year 2013 2014 Document Images Filed Date 05/01/2013 03/26/2014 03/26/2014 —ANNUAL REPORT View image in PDF format 05/0112013 — ANNUAL REPORT View image in PDF format 01/06/2012 — Florida Limited Liability View image in PDF format Coevrfaht cc, and Privacv Policies State of Florida, GEpartment of State httpJ/search.sLmbiz.orgAriq L ir/CorporabonSearciVSearchResUtDetail/EntityNameMai-112000002887-319aO379-4032-4076-b2e2-89bl65O56439/UV%2OGROU... 2/2 Zi94 'FL!QRIDA LIMITED LIABILITY COMPANYANNUAL REPORT DOCUMENT# L12000002887 Entity Name: UV GROUP LLC Current Principal Place of Business: C/O NOMI MEDIA CENTER 1125 NE 125TH ST SUITE 101 NORTH MIAMI, FL 33161 Current Mailing Address: C/O NOMI MEDIA CENTER 1125 NE 125TH ST SUITE 101 NORTH MIAMI, FL 33161 US FEI Number: 45.4199694 Name and Address of Current Registered Agent: SEGEV, URI 3332 NE 190TH ST #1010 AVENTURA, FL 33180 US FILED Mar 26, 2014 Secretary of State CC9475278014 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGR Name SEGEV, URI Address 3332 NE 190TH ST #1010 City -State -Zip: AVENTURA FL 33180 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shalt have the same legal effect as ffmade under oath; that I am a managing member or manager of the limited Uability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with an other like empowered. SIGNATURE: URI SEGEV MGR 03/26/2014 Electronic Signature of Signing Authorized Person(s) Detail Date To: City of Miami Shores Village Page 2 of 4 2014-09-03 15:29:37 (GMT) From: Benetti Services, Inc. ^ IR1CKSCOTT;;GO.VEf3hlQR::.`•:;::: ^ ',, �t:FL�%��i—A u � .a �x �::..i'DEPARTMI r -RE UL �as� QA . ,:......., ......:...............� , ...,i*06NA _G ��. ria tc�'. �Q� � �. �. �.:�.. ;�., ...,. . >::.... , .........:.. E , �{ " ^ , �.... WOWS=...........� w , .. tai ''"A. w... •: ^•., a.. U, R f I� �e �^., t ',f. •:: V dE �4 �aX •, 1 xaa .a: , D .: w , ..... ..:.., ..... � � yam. t .. t ,X _ ,::.:-. •.>� .. -:: to ` 4 - �l ,...'.aa,..,,;,,,Ss;•.>..: ...:.»`:.,..,xw:;, ^..,r.^:.,.,,..:; a¢•,,.;,,.,.:wvxt. 'ft�' ^ +::: ;: t ;:"......'^.,.......:'.,........;..8!20.14" "....•..`,^..: `: • :: .` ' :::`,:'r~:`.:::.�:i:1SEi3�:'S:Z4Q5:.."�QD0124fI~:."::':�'�''��.�':;:�;.^:i:i��.':`;' .......... `.......... ............. ^ w.. .. .., .. ,.......`.^.'",'..,..�,:....,. w DIrPL.AY.ASI'�EC:�U.1,,EQ..B'(..i..AW........w.........,..... .......:...... •. To: City of Miami Shores Village Page 3 of 4 2014-09-03 15:29:37 (GMT) From: Benettl Services, Inc. 'rR .urn ,"-4' �.,:, ,. N.+,✓' .p°> i - :'4: -.^W:k ,•<"e.C'�,ij':�,L' v5,f:4aiyr,< :C CS: _'}"'b ., r'•.}-' :�b;9" ,.aw .ek'e"'Sr,. .>ti,. ••c..,�f :..s. •li.,} r• .:> +c •.q:. .,•'it°�i:C•'v';rr...,;.•�:i t2.- `v- ',L�•?`X � -N' r c,d, tiS':tiu:u3'a:v'sR:� <s .,y . 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'o,h'�+•cx *. a�.�-tib • " }! r_ .. ................................. .. .. ...... .......... .,., ..............,,....•,....,......., ....,,...., ......... .... .. .. .... ..... ... ... .. ...... .. .......... .. ..... t.................................................................... .. `s �f......... ...... ..... .... ..fap....-..,< .r3s,.^hnA. ..�..... ...... ... ........ ,. � 4........_.. To: City of Miami Shores Village Page 2 of 2 2014-09-03 16:16:12 (GMT) From: Benetti Services, Inc. r �1 ACORbr CERTIFICATE OF LIABILITY INSURANCEDAre IMMO°"M 09/02/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), PRODUCER CONTACT NAM: CRONIN INSURANCE AGENCY PHONj Na E p (9541 271-26310. Na): (954) 212 -Dies SDR; contact®benettiservices,cam 11395 AA West Palmetto Park Rd PRODUCER ,MTOMR M y8enetti Services, Inc. Boca Raton FL 33428 INSURER(S)AFFORDING COVERAGE NAIC4 INSURED Benetti Services, Inc. 21300 San Simeon Way, Bay R2 INSURER A Accidental Insurance Company INsum a -United Specialty Insurance INsumw c:Brid efield Employers wsuRER D :Progressive Insurance Company INSURER E Miami FL 33179- INSURER F CMVGaI crKrrru =urr-� ®Irons W- ocrncrnnr wulssoco. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN: THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. s LTR TYPE OF INSURANCE INSR 1PhID POLICY NUMBER (NQtODONYYY) E XF IMNlDDIYYYY) LIMITS A GENERAL LL4BWTY Y 0923110 0 0 013 0E 9/23/2013 09/23/2014 EACH OCCURRENCE $110001000 X COMMERCIAL GENERAL LIABILITY X1 CLAIMS -MADE EIOCCUR / / / / / /DAMAGE / / TO RENTED PREMISES Ea occurrence $100,0110 MED EXP (Any one Person) $5,000 PERSONAL a ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEML AGGREGATE LIMIT APPLIES PER: X POLICY JECT F71 PRO- LOC PRODUCTS- COMPIOP AGG $1,D00,000 INOWND / / / / / / / / $ D AUTOMOBILE WUffiITY ANY AUTO Y 04256174 7/16/2014 / / 07/16/2015 / / COMBINED SINGLE LIMIT $ (Ea aoo)dent) BODILY INJ URY (Per person) $250,000 ALL OWNED AUTOS / / / / BODILY INJURY (Par accident) $500,000 X SCHEDULED AUTOS / / / / PROPERTY DAMAGE (Per accident) $100,000 HIRED AUTOS / / / / NON -OWNED AUTOS / / / / $ B X JtdaR,a LIAR EXCESS LIAB XI: OCCUR CLAIMS -MADE Y AGL9009940 1/30/2013 / / 09/23/2014 / / EACH OCCURRENCE $2,000,000 AGGREGATE $2,000,000 DEDUCTIBLE $ / / / / RETENTION $ / / / / $ C AND ANY PROPRIETORIPARTNER)E 5CUTIVE YIN N OFFICERtMEMBER EXCLUDED? � NIA 83049541 1/30/2013.1./30/2014 / / / / X IACSTATU- 0TH - TORY LIMR3 ER E.L. EACH ACCIDENT 51,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below / / / / / / / / E.L. DISEASE - EA EMPLOYE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Meeh ACORD 101, Addhioodl Remarks Schedule, B more space to regUired) CGC 1508384 Miami Shores Village Building Department 10050 NE 2-nd Avenue Miami Shores, Fl 33138 ACORD 25 (2009109) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR® REPRESENTATIVE { © 1988-2009 ACORD CORPORAT1nN_ All rirnhte: mce.rw d uv�u�a usluaua)u I ne AL;vKu name and logo are registered marks of ACORD Ir ET" t �" CONSTRUCTION 1521 Alton Rd. #408 Miami Beach, FL 33139 0-305-538-6727 F-305.538.6757 PETERBILTCONSTRUCTIONINC.COM HOLD HARMLESS LETTER September 5th, 2014 Ismael Naranjo, Building Official Building Department Miami Shores Village 10050 NE 2°d Avenue Miami Shores, FL 33138 Re: Permit # WS -12-05-1255 Address: 33 NE 93rd Street Dear Mr. Naranjo: I, Pedro Diaz, qualifier of Peterbilt Construction Inc. am notifying you that my company will no longer be the General Contractor for project at 33 NE 93rd Street with permit number WS -12-05-1255. I no longer want to be held responsible for work done at the above-mentioned address and have no objections to a contractor for this project at 33 NE 93rd Street with permit number WS -12-05-1255. Signature ' ,DV;z u D t t�Z JSP`, Printed Name STATE OF FLORIDA COUNTY OF � flims ; J Sworn to and subb�cribed before me this 0,57 day of 5 , 2014 by: Wro �/ �`(� who is []'Personally known to me; or [ ] Produced Identification ARI�ANf1O J AL-VAREZ ";• MY COMMISSION 0 EE 76 EXPIRES Janusty 08.2011 Signature of Notary Public (Seal) , ,eah�- Miami ShoresVillage ., � - � L'6 Building Department r� ,Fe e 10050 N.E2nd Avenue r . Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (306) 756.6972 CHANGE OF CONTRACTOR / ARCHITECT Permit N.WS-12-05-1255 OWnees Name (Fee.Sim* Tale Hotder): Anuv LLC Phone#: Owner's Address: 3332 NE 190 St #1010 City: Ay-entura State: Florida Zip Cotte.2 l8o Job Address (Of where Wk is being do6e):33 NE 93 St City: Mlaml Shores State:,Florida. Code:33138 Contractors Company Name: Be t! Services Inc Phone #: Address: 2-1300 San Simeon Way City: Miami State: Florida ZP Code:33'i 79 Qualifiers Name: _,leksei Bereznoi L1c. Number. -cGC`1508384 Architect/ Engineer of Record Name: Phone#: Address: W State: Zip Code: DeSc09 Work: Windows & Shutters Signature Olfythat the work has been abandoned antpor the contractodarchitect is unwilling to complete the contract. I hold the wildingclal and the Miami Shorey harmless for all legal invohfemen 7 SIGH HW The foregoing Instrumen4m ekraadedged before me this 4T day o 2011 ,by L e�e V Who is Persona81IRM-lo-ate or who has }muted as indentifcalion. Notary b0c.- Sign:Seel: \ z. *: INDA KI KSEY Commission # FF 4796 ;, o< My Commission Expires fill, April 03, 2017 a no fo tams akrloulg� before me this 4 of_2- 4 . 2014,y �2 2 sonariy nn %ne or who nae a 3!#Piali Il ra .4a MIRAGE U HELENA LEtWIE My COMMISSION # FF 144987 EXPIRES: JW.27, 2018 Bonded Thru Natmy pubk Underur618 MIAM!•DADE MIAMI—DADE COUNTY, FLORmA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street; Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidadesov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 'TGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami Drag •0ounty• ... 6 0 Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • ; • • • • 6 • 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's nams or logo,•] qty, stated 0 • • • series, and following statement: "Miami -Dade County Product Control Approved, upless othb-WWnoted, • • • herein. 09:60: 6. . 60:940 RENEWAL of this NOA shall be considered after a renewal application has beefl filed and thdO 11'hs beerf 0.9; no change in the applicable building code negatively affecting the performance of tfll's'Ocauct. ' • 6 ••6.66 TERMINATION of this NOA will occur after the expiration date or if there has Been 8 revisi;ft*Wd'hange. • in the materials, use, and/ or manufacture of the product or process. Misuse of this WCA as an endememeng 0 0 0 0 of any product, far sales, advertising or any other purposes shall automatically terminate this NEAAr. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11--0922.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0815.05 Expiration Date: May 26, 2016 `} Approval Date: October 31, 2013 l� �r tis Page 1 0.000. . 000°0. 0000•. °0000 • • 0000• ...... . •0000• 0 • .0000• • . PGT industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10– 0819.05) 2. Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, seated and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked–up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dazed 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819. 05) C. CALCULATIONS "'. 1. Anchor verification calculations and structural analysis, complying with FBC 2010, • • • • • • pprpared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, • • • fSubmilded under previous NOA No. 11-0922. 01) 0000 0.•• yS� QUALITY ASSURANCE •. 1. •.. rami–Dade Department of Regulatory and Economic Resources (RER). . ••••.• X...: MA kRiAL CERTIFICATIONS 1. .' • Mne. 0000 .. 0000 F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. 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) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTnwm) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Subfnitted under previous NOA No. 11-11922.01) 4. 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. (Submi#ed under previous NOA No. 11-0922. 01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — UYU ", approved on 12/08/11 and expiring on 05/26/16. Jaime D. Gase n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 • • Jaime D. Gase n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ••• • • • • ••• • • SUITABLE FOR ALL LOCATIONS REWIRING NONIMPACT OR LARGE AND SMALL1 � Sy • • • • • • • • MISSILE IMPACT -RESISTANT PRODUCTS • • • •''''�'''' tt ' tt • • s • • /i) DET�AI$ Ser•w7q AeW FOR TUU�ON j1NLY. ANCHORS SHOWN ARE N ADDITION MANY ANCHORS REQUIRED FOR THE • WENESTPATION PRODYCT INSTALLATTWL WPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE • • IElAL LIATEOIBY AN BXPERIENCES AISTAULER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD SUCKS IF USED. FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHER, MULTIPLE OPBSNGWWTH FCR VERTICAL MULL ARMIES TO BE MULLIONS I / SEE DETAMS MWdmmm 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS A4).G14I • Fii�BEENifBSTEWIS'FIiEE*l.QA NG' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS. BUT SHALL SHEETS -3 • NOT RAMA GRP OF MORSTHRN 1W FROM THE CLIP. j • •• o • • • ••• • 3 A N HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED i i �{ �� ♦ • • on R E Q�(..CULATED TO DEFLECT NO MORE THAN U1SD. THE 10 STRESS INCREASE WAS NOT USED N THIS ANCHOR EV UA . THE 1.8 -LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE SEEDEMILS1 I 1 I i INSTRUCTIONS. SEE CErALS G ATHItU� / _ _ / I i I I t AG; 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND MiEETS as ANCHORAGE FOR THE COMMON MULUON. SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER III I I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN V9 IT. HImm PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. MULL FOR LEN WH HOW "UAL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLEM). BEE DETAIL E, MULL Sims 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STHJCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHAD. BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FHIFBTRATWU PR00110T8 MAY 8) REFERENCE: TEST REPORTS: FiL-6943; ELCO ULTRACOWAGGR&GATOR NOA%; ANSVAF&PA NOS FOR WOOD CONSTRUCTION: �ANY7YPB MUBTBE ADMa\LUMINUMDESIGN MANUAL MOLWIlk 8Y MITACIlBiED 9) MILLIONS AND CLIPS HAVE SEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. /BBE DBTARB HowzaNm 8HEE78 S� 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. MULL LEMM HCRQONTAL INSTRUCTIONS. MULL LENOTH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT 0.8S/M FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING ISRECTANGULAR` AR' OR'IRIANGULARITRAPFZOMAI.'. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: L LL r 1-0PENMO WIDTH --1 I OPENING isimi OPE M� // dMR mmm T� L T_ SINGLE MULLION SINGLE MULLION SEE CORRE5PON0610 DETAILS FROMMM1AB0VE. GENERAL. NOTES-- I INSTRUOTtONS_... » 1 ELEVATIONS_ ....__..1 MULL TO 2X WOOD 2 MULL TO 1X& MASONRY_......... 2 I18TALLATION NOTES 2 MULL TO MASONRY...—_._._ 3 MULL TO STEEL STUD . 3 MULL TO MUU ___3 ANCHOR SPECB...­._...._.3 ALTERNATATE CLIPS 4 SAY MULL 9STALLAT16T7..... -4 1 X 2 X.128!&L.L SPECS......_._.6 1 X2X.37SMULLSPECS........_.._6 1X278X.375MUII SPECS_.._._? IX 2.76 X.86 MULL SPECS--- 8 1 X 3.125X AC MULL SPEO3_8 1 X 4 X.120 MULL SPECSe._......10 1 X 4 XXB TUBE MULLSPEtS.._ 11 1X4X.376 TMULLSPEM......11 128X 3.188 X 288 MULL SPECS -.12 2X4X28MULL SPS 13 2X 8X.28 MULLSPEp_M._._ 14 128 X 2.11 X.128 MULL SPECS._. 16 38' X 328 BAY MULLSPECS...r..16 46° X328 BAY MULLSPECS.__ 17 MULLION & CLIP DBEENSION3....18a EXAMPLES I & 2....__ 21 LOADING EXAMPLES—22 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY I.BS/M FROM TABLES 1A THROUGH 13A. ON SHEETS 6 THROUGH 17 �xORtZ MULLLENGTx—»{ RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MILLION S SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/M OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE w REQUIREMENT LLBS/Ff) FOR THE OPENING OBTAINED IN STEP 1j. 6) FROM THE SAME TABLE USED INSTEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED MN THIS VALUE REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. MULL LS) FROM THE ANCHOR CAPACRY RBST TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONORION ( MULTIPLE ANCHOR/SUBSTRATFJANC GR -CLIP PATTERN MAYAPPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY S MET. 7) IF THE MULLION CAPACITY 6.BSIM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT QB4/FI', noTll FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY L ALL REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE MULTIPLE MULLIONS 8) VERIFY THE DESIGN PRESSURE RATING (LBS/Ff') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY(LBSIFPI OBTAINED FOR THE MULUCIN SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED N A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. jY #A U"'I 41u[� * No. 58705 IONA- A. L /YNN FILLER, P.E. FL P.E.19 58705 Nolla! e DETAIL A: DETAIL 8: .16 MULLION TO 2X WOOD SUCK /-MUM MULLION ATTACHED TO IX SUCKSTRP TYP.ANCHOR lif I OR WOOD FRAMING WOOD SUCK AND MASONRY AM PERSUBSTRATS. (OFFSET CUP SHOWN) (STANDARD CUP SHOWN) BYOTHERS, SEE NOTE 1, SHEET 1. SEESKEETSMIN 2.7 KM W I 18-2D FOR HOLE 4 I I OONCRETEOROi ' IXVIAXCF, STANDARD Y LOCATIONS I SEESEETASIM co OFFSETAMAJ.4 4* I EDGEOWANOE Is-lca OLP MAY BE DISTANCE FOR MASONRY INSTALLED WOOD THIS METH WMAX FOR SCREM 14 e I I 1 ANCHORS SIDE VIEW ALL MULLIONS d" 0 4 .1. 4 MULL z a CLP MAYBE INSTALIEDBY EXTERIOR %1,25 4 EDGE - DISTANCE .4 4 FOR MASONRY AXWORS I EXTERIOR 5R TV.ANCHOR n?.ANMOR pmawmm. SUBSTRATE, 80 TABLES 1S-I4Sz -- —mSUBStRATE, SEE, TABLES 18-108 TABLES 18-10B A� BOSOM DISTANCE - - - - -------- SEE TABLES unm7w ATTACHMENT AM Byonom SEE NOTE 1, By SHEET I. UNLYWCONCREMORCM PRODUCrRBVISRD SIDE VIEW FRONT VIEW mdhis FRONT VIEW ArxepmaoeNo� A3 INSTALLATION NOTES: Deb 1) MOM EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRE86M OR STUCCO. 2) QUANTITY OF ANCHORS AND MILLION SIZE SHOWN ABOVE ARE FOR PIC••• t &HAIM ANCHOR TV= '411111111" LYNN IISTIATI)N ONLY BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE TOE 0 •0 CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFEIbTO THSCAMM ON THE ............ FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BRUSIR) •No. • 0 see 0: 0 a 0 00 68706 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HE)wm OR FLATHEAD. 4) WOW SUCKS ARE OPTIONAL. SEE DETAIL Co SHEET 3, % 6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MWMaADE C@JXTY APF*DVM 0 STAYE Of HORS. ELCOULTRACOMORELCOI/,rS.&AGGFtEGATORMASONRYAW0. V. : : .......... A. 04114 P.E. FLP.E.#wm ... . . .. ••• • . . .. .. . . .. .. ••• ... . . . . ... . . DETAIL E: i i • 000 ••• • • • *00 A25'MN. MULLION TO MULLION DETAIL C: • • • • • • • • • • • INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO •' • • 00. • • • • • • LIP MASONRY STRUCTURE ^� • • • ' • 0.. • • (U -C ) (STANDARD CLIP SHOWN) • • • • • • • • • I MAY BE IONS. ED IN -TEE' OR "CROS INTERSECTIONS. y1 i L 2) MAY BE INSTALLED HORIZONTALLY �+ I i T*.%pioR • • BETARNHDEARIBT)HB I SEE • • • OR VERTICALLY PERlBEN• • • • • . Q •• • • ••• • 3) SEE U•CUP DRAWINGS, SHEETS 1&20 oFFBBT MULL j I • • TOP VIEW • • • s • • • FOR CORRESPONDING MULLION. 10 c21PMArBE I I • • s • • • • Z NSfAlU87 BY II j . • • • • • • • • MULUON ° Z TltlS ME1H�. I I I o ANg0R8 yApBB-�---.{ J N 812 STEEL SCREIVB, T j I I ISI <• SELF4XMI 1OR PRE 33ML a ° \�MULLMNANOUSESMS IU MULLION Z (� EXTERIOR 4 e ° EDGEDI8TANG'E FORMABt7NRY ANCHM EXTERIOR Z +P P TW.CHQR ' .4 AN0 SEE TABLES 18-108 G 7Q�0 n TYP.ANCHOR WESHEETSIS-WOR PERSU88TRAT6, HOLE LOCATIONS BUCKSTMP N Atm sEETAmEs 1e 1oB FRONT VIEW EDGE ATTACHMW DISTANCE = £ • BYOTHERB, SEETABLES �— Ln y 9; .'! . a- SWAMI, SHEET I. �.. a O '° EDSE a yj WE TABLES MIN2.7MCONOWMORCMU MNZTKSIC(X4CFWfEDRCMU 16f SIDE VIEW g 'bey FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) rl INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AA, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS W MIAMI•DADE COUNTY, USE ONLY MIAMI-0ADE COUNTY APPROVE) ELCO ULTRACON OR ELCO'U4 S.S. AGGREGATOR MASONRY ANCHORS. BHOJUFUM TW.ANCHOR a ER8AIB8IRA SPETABLESt FORSTEELSTUOSTHM FRONT VIEW 180AANDCOMPLIANTM tAD$ATXWOODSACIE ATTACHMENT DYOTHERS EXTERIOR USSVi00DANOH*RSPE1 L_OTES'•. 1) FOR 2X WOOD BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 617, FOR QUANTITY OF SCREWS. SIDE VIEW the F"01 LYNN• •��•'VICENSLr•••�j1 * ' No. 58706 TA Ws S •Cl/: A. LYIJI{IlydliR P E FL P.E.# 68705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SESOBTABS" SHEETS 2AND3 FORINSTALLATIO N TOSPEcIRCSUBSTRATE& SIDE VIEW SNowNwmt rxcx.12r "(I, STANDAROMULLIONCUP MODIF® TO FIT FEW DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) TYP.ANCNOR SuS3TRATE. SEE TABLES 12SCR 138 EXTERIOR, 171 INTOwOOD.SfEEL. STANDARD MW TO BE r_nt r_nwtc ""^'�"'•�` EXTERIOR ALUM, CMU OR MASONRY hWON I)WIEW. EXTERIOR Of _-w t9'•nP1YN3 wIk do nwwa 4� e P wa , D ® I ® v1rolY000.srBBI.. 0 ® ® AWM.CMUORMASONRY 1 EDGE O DISTANCE ?n BU PER AXWOR P OWANDE• • • • • • • NOTES FOR INSTALLATION OPTION 0 & It, • • • • • NOTES FOR INSTALLATION OPTIONS F: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION \CENSE ••• ••• ••i ••• i • •••• •ir% 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 211' X .126' MILLION.2) DETAIL G: SEE TABLES 18.118 FOR ANCHOR QUANTITIES AND SHEET91B 20 FOR HOLE = * : N. 68705 LOCATIONS. 2) SEE TABLES I8•168 FOR ANCHOR QUANTITIES AND SHEETS 18-2D FOR HOLE LOCATIONS.60 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR OWnTnES AND SHEETS 18.20 FOR 3) THE 2X6 CLIP IS NOT SUITABLE FOR THISAPPLCATION. • • : • .0. ••• .00 ••• HOLE LOCA11O NS. �O STA FL P.E.B 58706 ••• • • • • ••• • • ••• • • • ••• • • soIn so14 >a In • - 41n - • - spin • • • 10014 12014 140 In 18014 Reolangdar TroWldang. Reafmtil" TraWnIM ftdonW r mowweng. mo TaaWTdw& ReaNnSWar U WTftft8nlar I Twp =ws I Ma&V= I VWMV. I ftwWw I M WRiaag. I R@oteWN Trap/ 1x2x.126 Lo ng Loaft uaft Laaft L -ft L -ft L -ft Lm6g L"t• Lwft Loft uAft L -ft L -ft Loaft La Alum Tubo muftn Arr,rwCp PaOanw YOWIlin i boo*%.* k04iw bomot"NI foam" FArr10" F"00!1 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: 110 1111 110 a 1111 0 11 1 URE 3: 1.000• �+ ccataelxo � .[js Z 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: m o IM (0x11 flF • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.125 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FELLED `j�o,. •CSS ii CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 080. WOOD SHALL BE PRESSURE -TREATED ••• • • • • ••• • • soIn so14 >a In • - 41n - • - spin • • • 10014 12014 140 In 18014 Reolangdar TroWldang. Reafmtil" TraWnIM ftdonW r mowweng. mo TaaWTdw& ReaNnSWar U WTftft8nlar I Twp =ws I Ma&V= I VWMV. I ftwWw I M WRiaag. I R@oteWN Trap/ 1x2x.126 Lo ng Loaft uaft Laaft L -ft L -ft L -ft Lm6g L"t• Lwft Loft uAft L -ft L -ft Loaft La Alum Tubo muftn Arr,rwCp PaOanw YOWIlin i boo*%.* k04iw bomot"NI foam" FArr10" F"00!1 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: 110 1111 110 a 1111 0 11 1 URE 3: 1.000• �+ ccataelxo � .[js Z 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: m o IM (0x11 flF • • ARL:RUK {:APA{:/1 T ALMJ&Ml aatlR 1 PUN•IULJL: (DP_ ) X /ANCHOR _ANCHOR CAP.® `MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENIN(k WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE)OF THE SELECTED MULLION. IT WELL YIELD AMOWN ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000• �+ ccataelxo � .[js Z 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. o IM (0x11 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET81&20. 2Ar FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.125 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FELLED `j�o,. •CSS ii CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 080. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.66. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.12V = * THICK STEEL STUB TO BE A MINIMUM GRADE 33 AND .048• THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT 1• x T x.12• MULLION LEAST .128' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ;' N0.68706 fS�13 :`W, ST F a i .t� •..,FCORiOP.• G�`�� sfkN Nmn A. uWP.E. FL P.E.B 68M TAC. C . 0 NOTE- FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1' FIGURE 2t TABLE NOTES: Ile 1111 101110 0 1111 -0 10 1 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADINQ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.211. • •HO► WO GE ORILLED IN TIE FEW FSKOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-28. • FIGURIIS SloWSIR3isme, APPROXIMATE HOLE LOCATIONS. • 0C4)�1 Cef FORM TO ACI 301 SPECIFlCAT* N& HOI.(.OW AND GROUT-FILI.ED KFORM TO ASTM C-91) $HALL BE PRESSURE -TED • • YELLOW SODUTHERN�IITTN AN 13ESG OF 0.88.. ALUMINUM SHALL 3E 08163.78 AND BEA MINIMUMMOOF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE}. STRUCTURAL STEEL TO BE AT L 1AEST.12V THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • •Y"f MA--T—f • ♦• • • • • • • • • • Is • • • • (op— )X (aAl1LL10N CAP. m n../ =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY RECURED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE : 1 0 F 0 ANGLE CLIP MUST BE USED IN PAINS. FIGURE4t FIGURE& FIGURE& ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • A LYNN 4f,(,•�Oi�i 538705 �•' STmt ` moi.Fn .,�LOR3 •'ala A LUNIMMLK P.E. FL P.E.$ 6SM5 AmhorC6p22Iy T•ble ps) s26a0ate: x72CaomeDs ask c• cmu FMW CMU PT ood metal Ao WCUp POM Asch• Trt4r o Musson 1/C aao U5laoan ene'Eleo u0maan 30161 E1oo 1211a0o5 Iw fto Lbtacon Imes aoo 61161E6:o WSSEIau 01061" 01281" M%w Aggees<m Ubmcmt A2pMMW sm41/(:35i eam om em wpm Ed9sumssss2112' r 2Ur 3-im r 212 r 2-0Q' r 3.10 r a4e' 0Lw 0.324' Embdlmmd l I-W 14W 1374' r t -U4• 1-1N• 1-V4• 1134° 1- I4W r '1318' VW (eesmle41 2ADWMO4.761min .Q/$Wnda.dw 104400 210 4952s 68400 1162 42000 4Asft=Qt161 Mh 0.Qt8Wndmd(m OPoOt)C8pft Mae WA WA WA WA $Was WA WA WA WA WA 66220 84000 112009 4Am6e•®3'6 &0Lr-J 2N2t6AndeCOpsd(Rg. 76020 880I6s 152020 Imam 84000 88220 ISA mms 832162 S8Dms 238400 6�®s MUM 112020 2Andwe 6.461 mh QQI UWA bac 1/61 A6ms M WA WA WA WA WA WA WA WA WA WA WA wA1Andw/FOOp(Rg Issas 7600 44800 82200 135 ms 140002Ambnm 01.16• Wa QQ/ FWp(FIB. 38008 WA WA t(iA a0 WA wA WA wn WA 32etbs 420100 68o ms NOTE- FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1' FIGURE 2t TABLE NOTES: Ile 1111 101110 0 1111 -0 10 1 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADINQ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.211. • •HO► WO GE ORILLED IN TIE FEW FSKOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-28. • FIGURIIS SloWSIR3isme, APPROXIMATE HOLE LOCATIONS. • 0C4)�1 Cef FORM TO ACI 301 SPECIFlCAT* N& HOI.(.OW AND GROUT-FILI.ED KFORM TO ASTM C-91) $HALL BE PRESSURE -TED • • YELLOW SODUTHERN�IITTN AN 13ESG OF 0.88.. ALUMINUM SHALL 3E 08163.78 AND BEA MINIMUMMOOF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE}. STRUCTURAL STEEL TO BE AT L 1AEST.12V THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • •Y"f MA--T—f • ♦• • • • • • • • • • Is • • • • (op— )X (aAl1LL10N CAP. m n../ =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY RECURED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE : 1 0 F 0 ANGLE CLIP MUST BE USED IN PAINS. FIGURE4t FIGURE& FIGURE& ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • A LYNN 4f,(,•�Oi�i 538705 �•' STmt ` moi.Fn .,�LOR3 •'ala A LUNIMMLK P.E. FL P.E.$ 6SM5 ... • . • •a• . • . .. .. .. . . .. .. . . . . . . . . . . PAUWCMU • FBIad CNu PMood Hetet Alk'JwtClpPauwm Analrorl 3I76"ElmiAtmon wodolxbsWn ... . . . . 0% . . . o wIY ablo marl. . SON YON 70N 0 1 x 276 x TM l VwMa s Restagdm lbapllilsog. A76 Alum. g Load4E toearo Tub eTWlon 1 11 ll, h I 1 a TABLE 3B YON - a. 1-. - 1 •20N 140N I in Reatmogda I T ilmlo. I Raotmg"r I Tmp17Mmlg. Reft*& T1 *TftE. Reotmgda TMPK&W. Rao naprt-.& Loaf Lft L -ft Latdsg La6xgLwft Laft Loaft Losdag Looft NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANGKOR VALUES AS THE STANDARD CLIP. QD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ,MYRVR VRINVII i RVWIOIaeGR1 rVRILVW: (OP,,) X (-=ION �,�,) ANCHOR CAP. n, ``MULLIOR .,o ,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MILLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY (ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: • Alrclar0spacity Table TABLE NOTES: tow r v �murol • • • z7kcamme am Cam I PAUWCMU • FBIad CNu PMood Hetet Alk'JwtClpPauwm Analrorl 3I76"ElmiAtmon wodolxbsWn 6w ROD tam= 371a'ElaoUtreatt waaUlDe4m 1WSSEbo 8WMW tt4•SSEIW S10Weal 012&WS72Bletl AsIselm UOta4m Awa smw(emsumpm Baaer(tiry Efts mae Imj r 2.1? r 2 -Hr 3-x8• r r 2.1W r 3-w r 0.4r aw 0.324• EMbodmad 1374' 1-w 13M 1317 r 1•w I --w 4w I -w 1-w r 1318• 131x• (s 140 4) 76' O.Q/G4esdam or— 390 W Mas 1S44ms 210 ms MMS 8)9 408 ra me 182.9 the mS SSOms 4 Aeotm Q Ltff MkL MQ I StMW(of Oft" CUp ft 2): 480 The 70Dme NA WA WA WA t2� WA WA WA M WA 642me S40me IM264 AOOM@3- WL C.Q 1(2)26 ArOe 0*01 IRS 31 MMS 7Wme GSD Ibs 15SOIbe 1888 me 840 me w 7SO me WSme 8888at 2364 bs 612W SO ms 1110Aasbas ® a4t7• MN. QQ I U1da bas'x8' Akm 0% 4f WA WA WA WA WA WA WA WA WA WA WA WA NA 718ms1AA*W1F•CtlpO.7g.S7 1881bS 186 ms 228 ms 448ms G22Ibs 1366)9 THE 177YA 3701bs 234 We 33229 wt me 163ms 2N 2YOms 2AWM01.1S MUL QQI F421p(Rg. Gj 240 3600)9 t0A WA A Imes WA NA N7A NA NIA 32Sms 4M 680ms NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANGKOR VALUES AS THE STANDARD CLIP. QD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ,MYRVR VRINVII i RVWIOIaeGR1 rVRILVW: (OP,,) X (-=ION �,�,) ANCHOR CAP. n, ``MULLIOR .,o ,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MILLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY (ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: • 2 TABLE NOTES: tow r v �murol • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �711(I f i t ),I�� FIGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 4�;•• V S�,�(�'�i 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.2(L 2760'' ` * : 140. 56705 ANGLE CLIP MUST BE USED IN PAIRS. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT•FI.LED _ '()L %'0 .tom�113CONCRETE FIGURE 4 FIGURE 8 FIGURE @ BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.(M. WOOD SHALL BE PRESSURE -TREATED :�0'•. • YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF .126• THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046' THICK (18 GANIGE). STRUCTURAL STEEL TO BEAT ALL THREADS BEYOND 1• X 276• X 378' MULLION i ,C •• FLORLO� • •• G� .1 ANCHORS INTO METAL SHALL FRIEND AT LEAST 3 SCREW TCK AND A38. THE A. LYNN tu�li�ER, P.E. FL P.E.# 66706 TI ABLE 4A ABLE 4B • • MuNon capsofty Table Pam AnodorCua Table (ft) • • Openlnli Width (fw vetSotd 1611O11pNam) or Opening HetgtN ao7l1o112.0nteid*9Pmrifg ) 5010 sale 7010 solo Pole IOo10 120In 140 in Isola 1 x 278 x uwfilum. 1t To ATft g. Roateador veonle g. Rem TM#Tur g. T18017deoe. Rwlmpdar T•ORdm.. RaetWdm 7WMM M. RecteMiar 7ke7iMft ftclangulm va0lfilm • • laadp �a8 � Lwft Loa&• toadoe L -ft LoedB• � � � .860 AIMming MM. -'rube �La� 1 fill, I I�I h I h I I�I � EcloOVAN0036n7 r 2-1W r 2.1101 a a 2.1W 319' T a� 354' 0.304' • Embedmmt(N 1314• 4210 170.0 870 170.0 435 170.0 7M 1760 478 170.0 888 170.0 We 170.0 M170.0 519 1700 111 1=1 521 1730 MW ROA 521 /760 1185 Vu 611 168.7 M 170.0 Sal 1368 1820 170.0 W 4813 170.0 708 170.0 684 IMA 850 170.0 884 Me = 1700 830 R0.0 1133 I= 681 1760 iM 800 877 170.0 1417 170.0 880 11.7 U17 170.0 60 121.6 1417 170.0 W 1093 1417 MA 60 8092610 17x0 747 1709 683 1700 08 170.0 891 170.0 1018 170.0 684 170.0 1105 170.0 723 IM 1268 ROA 747 148.3 M88 1700 708 Me 1788 170.0 756 101.6 1288 170.0 758 NA 1888 1170.0 758 6114 1730 767 1700 812 1700 688 170.0 881 130 1700 805 1700 1/1e 170.0 78411"m 133.0 1130 170.0 837 M09 1130 170.0 858 1009 1130 170.0 861 86.1 1130 176.0 B9I 78.3 1130 170.0 851 6010 170.0 885 170.0 781 148.5 618 IOU 781 188.8 616 144A 74815 t37.3 735 979 815 MA 728 879 618 118.6 720 732 818 MA 716 629 616 114A 718 549 816 114.4 715 bile 1519 83D 1819 710 1738 830 1939 8110 1083 830 1232 66190 112.7 670 864 1049 887 789 830 BBA 858 83.3 890 649' 840 612 830 64.1 949 4x4 890 9i.1 848 6813 13x1 757 140.0 6W It" 767 11199 838 757 105.8 m87 901 814 73A 767 86.1 808 690 787 642 ON 669 757 700 US 41.2 767 782 60 41.3 757 782 561 3 721n 101.7 ON 108.6 562 81.8 038 919 505 :L7 030 60.1 63036 7x2 521 505 938 86.5 61 509 838 8x3 510 4Z/ 638 052 500 38.3 839 56.3 401 31.8 838 552 407 7810 569 871 90.4 408 721 571 799 468 1 67.4 4701 808 471 460 571 WA 404 432 671 We 4119 38,0 671 479 451 311.0 671 449 447 27.0 671 41.8 440 7810 800 847 83.4 474 68.7 991 70.8 405 8Li 612 0x1 16842 66.7 140 449 642 BtA 442 409 5M 479 4:tt 393 612 429 128 78.8 612 10.8 425 28.0 842 10.1 623 901, 511 407 83.7 381 43A 407 45.4 305 372 407 39A 31807 363 363 280 407 32.1 336 259 407 29.8 334 21.7 407 261 327 *A 407 261 911 t83 407 239 319 M10 CI.B 368 N.t 3ID 36.8 368 972 81 30.7 350 VA 309368 208 304 23.8 358 201 300 219 358 26.0 208 tt9 358 21.0 280 18.3 398 102 284 tOBle 30.1 263 3a.8 255 25.1 289 Me 251 213 283 22.8 241288 108 241 197 263 18.9 840 131 283111 33200 In 279 287 266 212 23.1 210 2" 238 tae 207 209 235267 10.3 231 16A 207 189 20 3591.63 WA Mtn 22.0 229 22.3 1209 1 19.3 1 220 1 18.8 205 157 220 182 205 WA WA LSA ABLE 4B ANGRUR GAPAGI7 T AWIIiiTWLNT PUR56ULA: (D _) X MCHOR CAP -ANCHOR CAP.,(lto CA.\ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUQtEM1ENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 139 NOTE: FOR THE OFFSET 0.0', USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES ACL TtE STANUAMP 1.UM w,upryug6 can uw rwnm CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. (� . FlG IRE 1: FIGURE 2: TABLE NOTES: • • • • 1) BEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 1 trop' • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ?13111( 4 Product C16nue . •2) 61%FAR VrE$POLA,=N §ETWEEN nU. LENGTH$ ANO70R OPENING WIDTHS IS ALLOWABLE. `` 1 111 11)17 • 3) MUL•IO19SURE 3:ZAND alywyyv 4484WN ARE NOT TO SCALE. FOR EXACT DIMENSIOTlS, SEE SHEETS 18 Z8 2780' • VCEN F .• p • HOLIWO of BRILIED N TMD ROLLOWNG DIMENSIONAL RESTRICTIONS SHOWN ON SIEE7818.20. • • • • -1 F• • • FI•0 �RM4 9F(8U8(��T�, �P�X•SRA1E HOLE LOCATIONS.* : Na 88708 ANGLE CLIP MUST BE USED IN PARS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED = r CONCRETE SAM UNIT (CMU) SHALL CONFORM TO ASTM C ->O. WOOD SHALL BE PRESSURE TREATEDIr CAL rO� FIGURE 4: FIGURE & FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 6083•TOAND BE A MINIMUM OF A2F!8T T • • WBI2t. STEERSTUDS4M BEA MINIMUM GRADE 33 AND AW THICK (18 GAUGE). STRUCRIRAL STEEL. TO BEAT i O �T OR10A.•' � • �.• LEAST.126•TH�iC�M26%ALNAi CH0pjTOMETAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND 1•X2WX.6W MULUON '�: C? MOYEW FL P.E.# 88708 ••• • • • • AnodorCua Table (ft) • • GubaUftj 2.$5k cam Hcuawcmu • • • • • pmwU PT Natal A1101101C8PP8501n9 ArmlweT 3t19'EBroUtmeerl vCEbotBraom Sae Ebo wmoarl 9718't0ooldtraoml tA°EbotJd l 1N°68E•3 9mfr E•o v4.98E1ao 91081081 Me" 01284w Assume Moran AWMW« SoamJ(M 8-(ae) 1((M EcloOVAN0036n7 r 2-1W r 2.1101 a a 2.1W 319' T a� 354' 0.304' • Embedmmt(N 1314• 1305• 1.9x4• 1374' 7 1-1M 1-18• 1104• JAW 11w 1 -VP T 1.910• '4318• (mnde4) 2Amlw Q&W as16WW r6 ar t11Ret4mp(Fg. 1): 390156 390108 4800e 6908, 1 280 364108 74-1.8 40 go 0a 1620e 4Amho•8pl.ta wn.O.a l810adud (or!>53e000p lft0. 41 460 me 700103 WA WA WA WA 390183 WA WA WA WA 19A BW Dome 1M000 4Am4aa•4DThML0.a7(2)Z%5A1*6MP$1 Rg.37 7801.69 780 WS 68000 lasome 18981be 00083 580100 WA 780010 wean 88000 23H VA 852ma 1MOIba anmb•a 40 a•� t4fa o a 7 LLC9 mvw Al9m ft 4j WA WAt1rA WA WA WA WA WA WA WA WA WA WA 716 ®e 1Amhart P4xpLF'10.Bk 90503 10803 2788• 44D 03 8721.63 m3 1411 VA 17703 =00 2&I lba 33200 59198 1891to 2 2Ambo•4061T taa.aa7Ftxp0'�8) 84003 3591.63 WA I N 189 WA 48600 WA WA LSA WA I WA 8281.63 4208• 660 ANGRUR GAPAGI7 T AWIIiiTWLNT PUR56ULA: (D _) X MCHOR CAP -ANCHOR CAP.,(lto CA.\ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUQtEM1ENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 139 NOTE: FOR THE OFFSET 0.0', USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES ACL TtE STANUAMP 1.UM w,upryug6 can uw rwnm CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. (� . FlG IRE 1: FIGURE 2: TABLE NOTES: • • • • 1) BEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 1 trop' • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ?13111( 4 Product C16nue . •2) 61%FAR VrE$POLA,=N §ETWEEN nU. LENGTH$ ANO70R OPENING WIDTHS IS ALLOWABLE. `` 1 111 11)17 • 3) MUL•IO19SURE 3:ZAND alywyyv 4484WN ARE NOT TO SCALE. FOR EXACT DIMENSIOTlS, SEE SHEETS 18 Z8 2780' • VCEN F .• p • HOLIWO of BRILIED N TMD ROLLOWNG DIMENSIONAL RESTRICTIONS SHOWN ON SIEE7818.20. • • • • -1 F• • • FI•0 �RM4 9F(8U8(��T�, �P�X•SRA1E HOLE LOCATIONS.* : Na 88708 ANGLE CLIP MUST BE USED IN PARS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED = r CONCRETE SAM UNIT (CMU) SHALL CONFORM TO ASTM C ->O. WOOD SHALL BE PRESSURE TREATEDIr CAL rO� FIGURE 4: FIGURE & FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 6083•TOAND BE A MINIMUM OF A2F!8T T • • WBI2t. STEERSTUDS4M BEA MINIMUM GRADE 33 AND AW THICK (18 GAUGE). STRUCRIRAL STEEL. TO BEAT i O �T OR10A.•' � • �.• LEAST.126•TH�iC�M26%ALNAi CH0pjTOMETAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND 1•X2WX.6W MULUON '�: C? MOYEW FL P.E.# 88708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . • • • • • • • • • • Ope 001!0.16 mNWOor DOOM He (lar118Az51te0y4lparWlgmt/M m) Mod cmu BOLO 8010 70 to . • • p(n . . 010 • • • 10010 12010 1401a toot 371e•Fl0o14�on mat•IOBa/ Ti*I",& 1 R01tm�lim xmfn•m• Tmplldan0. t Ttwnwm. 1 / Twomano. Raot•mWat TWN114 m Twp)Tdel� Ra0lanWler TABLE 6A FIGURE 1: • • s • • • • subsuftl LIN Cfoebk 3324:0.00. Ope 001!0.16 mNWOor DOOM He (lar118Az51te0y4lparWlgmt/M m) Mod cmu BOLO 8010 70 to . • • p(n . . 010 • • • 10010 12010 1401a toot 371e•Fl0o14�on mat•IOBa/ Ti*I",& 1 R01tm�lim xmfn•m• Tmplldan0. t Ttwnwm. 1 / Twomano. Raot•mWat TWN114 m Twp)Tdel� Ra0lanWler 1(aWMaa9. 1" x 3.128" x I ►ire L$a� m Loa ft L -ft Laaalm LOamem Una" •"ft Lamm L -f® 101300 Lt•Bny L -ft isaere FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATION. t WQ-D 11 1 1314 I a : a I a a 1 11 1 fill I a 1 11 Y1w a111 -1 ifs- il I it I I 1 if if if if if if 11 if I if n if 11 if if if 4210 170.01 620 170.0 438 170.0 741 170.0 478 170.0 888 170.0 BOB 1710 092 I70A 810 1702 1116 IMA 621 170.0 U40 1710 821 17x0 1486 170.0 621 170.0 1735 170.0 621 164.4Ism 170.0 521 48.n 1710 708 170.0 624 170.0 880 170.0 684 170.0 882 ifiA B30 170.0 1193 IlOA 881 170.0 1275 170.0 877 170.0 1417 170.0 860 187.7 1877 170.0 BBO 135.1 1577 170.0 880 1182 1577 170.0 880 50.02161n 170.0 747 170.0 683 170.0 1 06 1 1710 01 170.0 I tOp 170.01 684 170.0 1195 170.0 726 170.0 1346 1710 747 170.0 1484 170.0 70 1412 1488 V0.01 768 121.5 1410 OILS 758 te8.3 1485 170.0 70 5410 1710 7W 1702 012 170.0 See 170.0 W 1710 1118 170.0 754 170.0 1278 170.0 80.3 188.1 1401 170.0 837 1403 1401 170.0 866 1248 1401 170.0 W 108.0 1401 170.0 0t 90.4 1401 1702 861 Oto 1710 e88 170.0 701 170.0 10&4 170.0 797 1683 1188 170A 878 138.7 1158 167.0 628 1233 1158 1883 917 111.0 1168 t49.71 010 823 INS MCS 1 803 763 1158 1443 803 88.4 110 VAA 803 %In 170.0 030 MA 745 10.8 ISO 1700 880 137.0 106 1863 00 11113 1049 141.7 818 100.8 1049 132.0 838 918 1018 1253 626 719 1048 110.31 120 03 10411 118.0 810 818 100 118.9 810 f 88N 180.8 �5 170.0 789 139.0 955 181.3 801 HU 845 130.7 758 1042 955 1213 775 923 065 1128 785 83.4 856 100.4 767 69.6 Gb US 740 0.8 955 06.7 748 5L1 90 08.7 740 ff� 7210 128.8 603 131.9 607 107.0 S03 114.0 882 913 eai 101.1 WO 80.3 603 02 80 71A 03 89.9 M 842 803 788 842 0.8 603 71.2 632 459 OM US US 40.1 603 69.7 827 $ 7610 109.2 721 114.1 629 91.0 721 972 eta ISA 721 05.1 06 66.8 721 78.5 05 80.7 721 70.1 580 683 721 652 we US 721 59A 50 39.0 721 516 681 31.1 721 611 50 17701 W00s 234 Toe 3328$tm 2100• 280m$ me01.15MN.0.0.1FL9pM 2400$ 3mms 101.0 684 105A 09 84.2 684 89.4 697 722 04 782 576 83.1 684 70.4 507 50.1 694 84A 50 80.8 $14 692 881 42.1 04 84.1 651 30.1 864 $1.3 WS 31.6 664 50.8 634 WAtb 85.6 614 07.S 468 642 614 57.3 449 472 814 0.0 440 41.1 8U 44A 439 302 SU 40A 477 320 514 373 421 27A 5U 332 412 23.6 814 30.4 406 20.8 514 202 409 404 452 451 472 30639.7 462 40.0 390 W.0 432 314 k 922 31.7 367 32.7 317 272 367 MA 312 23.6 SU 282 09 %27.7M 292 338 311 301 2W 29.7 20 29.7 20 183 20 203 288 173 289 10.1 114 289 183 26 138 20 142 Z46 118 288 123 240 0.9 20 11.{ 238 0.7 268 t1{ 0.S TABLE 69 *VUnUK UArMilrT AUJU•I MMI YUKIAULA: (Op ) X I ANCHOR CAP.,,,.,,,.\ =ANCHOR CAP.® MULLION CAP.,,,.,,,.i USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE RE0UIREA799T FOR THE OPENING, WHEN IT IN LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHIOH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NUI C: WK 1111 UFFfir 1 %A w. U•r 1 fir MUM ANUliUK rAl 1=M ANUAN4if1UK YA6Ur<i AO I rR OIANW Vw 41111•. FIGURE 1: Artolt•rOap Two ) 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. subsuftl LIN Cfoebk 3324:0.00. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mod cmu Erw$atl motet AndlorClpPa509re Aaadorl4ym 9t18.8koUOaoln 1K•B0o1@mme mte•®m Lamm 371e•Fl0o14�on 1/46aoLT�aa1 MW M261W MOW Al IlRnloanmo 8e pm 8 rcm t/4 as Ewa S/18'FlmPWAW Eop 0telem r 2 -IM r 2 -Ur 3.1.01• r 24W 1• 2 -IW r 346`6'E_mM FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATION. t WQ-D I -W 1314 1314 1314 r 1-tw Y1w t -1w 1.firI-1w YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063•TG AND BE A MINIMUM OF .12r 11w t -w (amoftQ2 ®4.75• ! pftI t 0.a 001b 16410• 27000 201.. 3510- 7400- 40 bs 6610-o• 4 And= 801.15 WA O.C.I SWdod CBp f. 480ow man WA WA WA WA 38N• WA WA I41A WA0s 64001 1120Th. 4 hMh=67 NM 0.0./ R20Any9 Cap$ WIS. 70 Se 70Ibs Sof 10000 t8901be 8400$ 60@6 WA 7e9be 938100 880b$We 810100 1120 PBA WA NIA WA WA WA WA WA WA WA WAIA WA 40$ 1AWW1F-06p ltd1180118589 2W 0•!480• B220a 1300-1409a 17701 W00s 234 Toe 3328$tm 2100• 280m$ me01.15MN.0.0.1FL9pM 2400$ 3mms WA WA WA WA 1800- NIA NA WA WAtb 4200$ 1 6BObs *VUnUK UArMilrT AUJU•I MMI YUKIAULA: (Op ) X I ANCHOR CAP.,,,.,,,.\ =ANCHOR CAP.® MULLION CAP.,,,.,,,.i USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE RE0UIREA799T FOR THE OPENING, WHEN IT IN LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHIOH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NUI C: WK 1111 UFFfir 1 %A w. U•r 1 fir MUM ANUliUK rAl 1=M ANUAN4if1UK YA6Ur<i AO I rR OIANW Vw 41111•. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AWICR OPENING WIDTHS 19 ALLOWABLE FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT M SOME. FOR EXACT DIMENSION. SEE SHEET81&20. • . • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTION SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATION. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI8D1 SPECIFICATION. HOLLOW MID GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063•TG AND BE A MINIMUM OF .12r THICKSTRUCTURAL STEEL TO BE AT LEAST 126' THICK AND ASS ANCHORS INTO METAL SHALL TEEL STUDS TO BE A MINIMUM GUM 33 AND.04b- THICK EXTENDGATT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. IYNW 4a . i ��. No. 68706 'iO��''• •.A'lORI ...... G2, 'A. Nfii MILAusl;7P.E` FL P.E #68706 TABLE 6A Mullen Capitally Table OpeningWIdth(for vBrU emUg"—)•rOP-MgHeightPrWft &ffM " ) 8010 MM 7010 solo Mtn 100h Min 140b IMh Redwoft 7teplNeOp. RecmneNar I TWORdelg. ReoteogWv Uayalmg. ReeteagJm Tmpi7d0og. Re9fea•ie 'Oep1<8eop• IradeoANsr TANUM iteWag3tm > 1 1 Tmp/pifag. Reeteagutm 71eplMmp. 1x4x.128 Loading Loaft loaft Loaft Lmft Le•80g Loft Laedag L -ft Loading Io9Q1® Ling Landing Loading AhM TUbs h I fill, h 11 1 a 11 h I I III 1 I if 1 '11111111 1ll, 111 1 1 1 I� I TABLE 6B R unwR Y ANI I T ALJ W 10MM 1 1•URmULA: (DP ) X (ANCHOR CAP. p, �,` ANCHORCAP._ `MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R LR LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NU1EFUR 1Mt UPPOLI t."LW,%M 1NC ZRAM ANLMU14rAl IMMANYAWPRA!YILLUrCi An IIS0IA1wpJw liar. FIGURE 1: FIGURE 2 FIGURE 3: AnaharC2pxo8y Table (IM) FIGURE 0 FIGURE It: TABLE NOTE& • • • enstaltal Archin CUP PaIema A aaeCm«de 3fl8"E6o Ukeoon t/4 Eke Ukaoal 3A COM BRGEIeo UL=W I ffi78'Etm Watpl Hollow 19141 1W Eao uaacm Fmedt2N11 PTW38a elate twssON 8/I8'E100 t14'e8®m •I08ted #Mftd mmm Aft tM-M AWSGft 8ae•MaemePO 84m1 M fidgamumonq r 2.11r r 244 3•18' r 2 -V. -P 2-Vr r 3-118' r 0.4r 0.64' 0.824' Eo6edamla 1-W 13N' 1-wI— r 1-174` 1-114' 1-114' t -W' 1-114' 1 -Ili' r 13m' /S78' (emade4) 2Awt=§4.VWA0.0.1mw=GQp(M1w;WI 880M 380 am 4806s 8901g• 1044 ts 210116 58463 7406s 48880 Mbs 118x60 =8* 42063 8M 08 4Andt4m 0 ZW Eft O&.I81am6MCDP (F(g.OM 70063 7001113 080109 1410188 8WIts WA was ISA man WA 80063 MA mms mom 1taws 8Androm01.1rWL0.Q181a0&dCBpft t18010s 00000 WA WA WA WA 7M6s WA to WA WA WA 190463 m1b; 2L106s 4Aasbwo0r We.0.C,1M236A9*CIIgs (F6. 78060 =1113 8000m 17M6s azea0e 84060 111068 =U 14M38 s8B6s 132888 29840m 65269 =20 1tM63 BArch=Q3'NL0.C./M2AAng10Wp4(F8.8x 117063 t17063 10206s 23060 2844 ?A 81068 64060 WA 114069 140466 137868 3Mtbs =Ws 12M6s WOMB 4Anchom 00A600n. RR I L%Q1A into 1W ARM (Rg. 7$ WA WA WA WA WA WA WA WA WA WA WA WA WA WA 102lbs 2 AM= 0aa6'a9n. 0.0. I F4�1lR& 38028 38063 2806 9 70860 47863 WA 28008 WA 315V-068 4400• 069 82863 4x063 61068 4 Amh•301.. lea. OA ft SM 48063 70060 WA I WA WA WA L 8M0• NU WA WA WA WA 801bs 1 81060 MOM R unwR Y ANI I T ALJ W 10MM 1 1•URmULA: (DP ) X (ANCHOR CAP. p, �,` ANCHORCAP._ `MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R LR LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NU1EFUR 1Mt UPPOLI t."LW,%M 1NC ZRAM ANLMU14rAl IMMANYAWPRA!YILLUrCi An IIS0IA1wpJw liar. FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 0 FIGURE It: TABLE NOTE& • • • • • • •flu • • •• • • • AND SHEET 22 FOR INFORMATION ON LOADING. SEE 1�INRl)CTIOSTANSTION •• 2 06ETHODB.ABLES ••• •e• • �i QiTERPOY4TKXN BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE. • • r • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1&20. HOLES FIGURE S: FIGURE 6: FIGURE 7: TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW • • • • • • OXIMATE HOLE LOCATIONS. so 0 • • • • I CArl 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED gU • • ANQLE CLIP (FIGURES 688) MUST USED IN PAID • • . • LGE%Ml�CONMCTRETAB�SHBe�LLlALLLCONF TO ASTM C40. WOOD SHALL PRESSURE TREAT® YELLOW HH 18, c 66 ALUMINUM SHALL BE 8118345 AND BE A MINIMUM OF.128' THICK STEEL W.F.3 �3AS AND046' THICK (16 GAUGE). STRUOnIRAL STEEL TO BE AT LEAST .12r THICK ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 639 tt111111J1j Ill 05 STA E O [ NALLL��� A LYPIISL M�E1R, P.E. FL P.E.O 68706 • •• •• • • • •• •• 639 tt111111J1j Ill 05 STA E O [ NALLL��� A LYPIISL M�E1R, P.E. FL P.E.O 68706 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . (DP-) X MULLION CAp o w,% I ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD GLIP. TABLE NOTES FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES: FIGURES: An6h•rCap Tams) • •• MW69n®2 ieble • • ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Ander Glp Pellert6 x11)136819: z75Caro/� (tor 6 tlod2o10a9y Bp6mtng-Ao" Ha9a47124U FWedcdd0 PT1No0d A1ete1 BfIrl7oo tWSoBao 6nrElm IWasr� 81031eU s128md •12ftd Aa4l42 T7ps 811s, Hco Mo. 114 Bao 12he. I.PoB013 .111r Hee 12t1eaen U4 Heo L8leaal A04ft Ulce- AW&GA r 8-(88) S(08M 8tl081(00) edg60tlmtoop0 1• 3010 solo 70 to • • 301n • • • 59m • i • too In t20to 2 -Ur 1461n 241r Isola 1 x4x.378ttea Louts 17•dfder•. 1 Reolen9r181 TwWBlaog• Loaft Louts neotengltee Trep/r da9 loaft Loaft Low TieprINmg. ffi 'Oa�tf0ea0• Ioada9 Lowing Louts Louts Laaft Reotaoo[ar Loutg Louts Louts TreplTdmi. toaft ANm.Tuh9 1-19• 14W I-Im 1-u4 I-Iw 1-ve r I -w 14V (s6srdteq Mugbn as &.M•d C9p (FIg.1 or s80me 11 1 fill a I I a I I A I a a a a 1 11 182 X913 W H 630913 4Mah=@Z2VNa.O.a1 dC9p(lg. 700M 0 660In 141083 05980 11 i 1 11 n 11 it, 11 1 1111111 11 if 11 11 if 1111 il if if 11 4210 170.0 620 170.0 M 110.0 744 170.0 478 tro.01 Bee 170.0 608 1 M 160.0 418• IMA 1118 1708 6219 WU IM 170.0 621 170.0 14M 170.0 021 170.0 1738 170.0 621 170.0 1885 170.0 591 4810 170.0 708 170.0 604 170.0 859 170.0 684 170.0 00 170.0 830 170.0 1133 170.0 SBI 170.0 12M 170.0 877 170.0 1417 170.0 GSD MA 1700 170.0 WO 170.0 1889 170.0 SW 161.0 2028 170.0 680 00.6n to 170,0 747 170.0 683 170.0 888 170.0 Wt 170.0 1018 170.0 ON 1700 1100 170.0 723 170.0 1346 170.0 747 170.0 1444 170.0 759 170.0 I7s0 170.0 768 160.0 tole 170.0 768 138.6 1819 I 170.0 768 541n 170.0 787 170.0 812 TMO ON 1TD.0 881 170.0 1146 170.0 784 170.0 1216 1700 803 1�.0 1434 170.0 637 IlOA 1684 170.0 806 189.0 1788 I70A 881 197.1 1788 170.0 861 1200 1789 170.0 881 69 In 170.0 886 170.0 701 170.0 1063 170.0 797 170.0 I= I70A 378 170.0 1417 170.0 044 170.0 UN 170.0 ON 166A 1810 170.0 I= 170.8 1618 170.0 1083 111.0 1818 170.0 1063 97.2 1818 170.0 1063 63 In 170.0 ON 1700 745 1700 1118 170.0 SM 170.0 1302 1700 W 170.0 1488 170.0 1018 1467 1642 170.0 1078 141.0 150 170.0 1122 117.6 1542 168.0 1108 100.7 1812 187.0 1167 88.1 lea 107.9 1167 { 68 h1 170.0 0?4 1700 788 170.0 1146 1701) 803 170.0 1304 170.0 1002 1608 147! 170.0 1088 1428 1472 1662 INS 1211.6 1472 185.8 1130 1021 1472 147.8 1108 91.8 1472 146.9 1104 80.3 1472 146.0 1104 7308 721a 170.0 1085 170.0 876 82 117.3 1320 INA tOW /462 1546 126.8 4049 BBA 1320 117.0 1021 782 170.0 1278 170.0 1059 180.8 1320 185.2 1101 1320 1910[t2&?M 1820 1128 1018 800 1920 1126 1012 78 to 17UO 1122 170.0 937 149A 1184 159A 1015 128.2 1164 139.0 ON 112.2 11848 927 it& 118.3881 888 1184 107A 002 742 1tS4 972 ON "A 1184 911 817 Bflt 1IN 82.3 820781n 183.1 1124 170.0 087 1304 1124 147.0 1188 lt&S 1124 IWO 817 1018 11241 323 1124 t05A 818 Us 1124 982 306 6U 1121 884 890 803 1124 84.5 081 612 IVA 832 878W to 105.1 844 111.6 760 80.1 044 942 738 772 644 821 724 STA 6442 601 544 383 700 54.0 844 612 693 452 314 542 878 388 844 80.0 888 332 844 47.7 662 80 Al 001 742 913 683 74.2 142 712 842 89.8 742 072 641 66.7 74231 as 742 64.t 812 44.6 742 483 814 N.1 742 432 600 3fA 742 39.8 590 273 742 N3 661tOBto VA 588 832 530 621 NO 63.8 621 44.7 688 408 613 301 OSB 34.8 683 N.3 496 31.3 US 342 492 28.1 680 29A 461 27.3 688 288 472 186 588 24.7 486 111to 678 866 682 609 482 598 492 459 41.2 596 422 4N 300 606 920 322 {79 IIfl8 666 31.9IN 242 688 27.1 467 20.8 666 Z4.3 448 '15.0 886 22{ 442 12001 45.8 476 48.4 483 300 476 392 478 372 470 317 420 28.4 476N 78.9 476 782 409 77.5 476 24.6 201 i9A 476 21.1 988 182 476 15.7 987 141 qH 172 38114{10 204 330 25.7 306 222 330 224 461 l0A 380 19.3 787 1"88 (DP-) X MULLION CAp o w,% I ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD GLIP. TABLE NOTES FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES: FIGURES: An6h•rCap Tams) • • • • • • • • • ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Ander Glp Pellert6 x11)136819: z75Caro/� a62cm9. Ha9a47124U FWedcdd0 PT1No0d A1ete1 BfIrl7oo tWSoBao 6nrElm IWasr� 81031eU s128md •12ftd Aa4l42 T7ps 811s, Hco Mo. 114 Bao 12he. I.PoB013 .111r Hee 12t1eaen U4 Heo L8leaal A04ft Ulce- AW&GA r 8-(88) S(08M 8tl081(00) edg60tlmtoop0 1• 2 -ire 11 2 -Ur 3-t/r 1• 2 -Ur I. 241r r 3.118• r o.4r 024• tLar • emhedamea 15u• 14W 1-314 1513• r 1-19• 14W I-Im 1-u4 I-Iw 1-ve r I -w 14V (s6srdteq 2A113hom®4.74• as &.M•d C9p (FIg.1 or s80me 590 013 980.6 1844IW aro lOs 28090 lbs MI 182 X913 420913 630913 4Mah=@Z2VNa.O.a1 dC9p(lg. 700M MIN 660In 141083 05980 WA 5005 NA 830913 INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. WA 867013 846513 111086 BAnrhat @ Ltr Ml L 0A I81mWad C9p n. 880I69 H009s WA WA NA WA 730813 WA WA 13018a 188089 7246 m1 4Aro�dIs 0 rA81. 0.0.1 M296AVO CUPS Qi7. Bj 780146 70089 5998a tMIbe 3=11* 840913 li308e MMS t480 In 23MMS 592M @MBs 112089 8.0106x16®S'Nin.O.C.!(a)adiAnge CApB (0,7. 1170219 117o8s 1@0913 234085 7344®6 810016 0/008 WA IMIt6 !NA 354880 67686 123086 1830013 4Mdm 00.46 AOI. Qa I Ut2lp.lalo UrA M (0,g WA WA WA WA IQ WA WA WA -PROW WA WA149786Pfy, 360913 490Re 70506 478In WA 23089 IIIA 51689 0913 32889 646814Amhms®1.18Mpf.0.C.1 48096 700813 WA IM I4N WA 96D•s I4V/ NIA WA 8&2913 BM@s iilaBs (DP-) X MULLION CAp o w,% I ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD GLIP. TABLE NOTES FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES: FIGURES: 1) SEE SHEET 1 FOR NSTRUCTIOINS ON USING THETABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANGOR OPENING WIDTHS IS ALLOWABLE • • • • • • • • It • 3) MULLION AND MAIM CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE 6: FIGURE 6: FIGURE 7: SHOWN ON SHEETS ISM. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND • • • • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM M. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WiTH AN SG OF 0.68. ALUMINUM SHALL BE • • 6063 -TO AND BE A MM MUM OF.125' THICK STEEL STUDS TO SE A MINIMUM GRADE 33 AND .04V ANGLE CUP (FIGURES 6M MUST BE USED N PAIR& THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A2V THICKAND A38, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 11 ..: �'�'r••cENsg. •4F.p��. ` * ' No. 66708 CLNTAF t41/� A. LSNOyLL. P E. FL P.E.ffi 68705 OAerdinB W (for mum—) Ref id tof MUM—) sob. so (n Tom sour Som IoOm 12Dm 140m twin 1.26"■ Rao Otar 7re1+MM RmWwgw I UWUMS, Reamrgdtar Ta7ptWzns Reawnsdar Tmp+81m1g• Reamllydm Traplong. Realms" Twineag. RDdw4dw 11epr tw > Reotragear Tom. 3.188"x 60 Lea&• Lom9itg loam Lowing Laassg L.oadllg LOMDg WadhBP Wa•1• LoaRo9 Leafing LaaQl• LWAM LoalPlm Loaft Wft Loaft TUDONN h 1 11 fill, 11111 111 fill, h 11 fill, h 1111111 "1 �f TABLE Ss Munwm UAr~ I T~JW I mem 1 F KMULA: (DR.) X (ANOLLION CAP.:HOR CAP ,,,:) =ANCHOR CAP.,® `MU USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUI EW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, ITWILL YIELD AMINIAUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY A001T(ONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTASLE. NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1• FIGURE 2: TABLE NOTES: F' -126T I Anchw C"wft Table pbs) • • • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • ArdwOpPadm suhetreta ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 3.RI Cam. • ••• IR).R._._tl.YV_ t:TIW%�ENMULLLENGTHSAND/OROIN�VGWIDTHSISALLOWABLE, �•�• �•P F01ad C1PU 11mm sHC ew 14' 88 ew Btte' a1w 1f4' N ew ato sle• sa aw sa ww At•hm 3f1h Elw lg�om va ewlleawn 14haoal 1S Etaolgueo•1 14 Eko latmwn A21mmu Ue aem A A -'M81 Samw(SSI SamwMM Edge o•tanm P*j r a -W r I avr 3NS r 4Am r 2 -Ur a 3-w a am "r Qwr 1�ff • o 9 • a1 i) MWUJON ANDWWLION KIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE �HEETSeIB-26. LES TO i�bRILLED IN THE FOLD FOLWiMNG DBdENSIONAL RESTRICTION8 mmd(M 197?' 4• 1314' 1-w T 1.14• 1.1w 1.-M 1-w -14• 1.14' a 137a' 131•• (awnot Q 2 04.1% -O O.C.rBtmpmd • • • • 300 MEW SMft IDB 740 the 'f8R 880 4Andas@L1S'Wtu Q.Q1=m*m cupm4 409 RO 700100 WA WA WA NA 38D 09 WA WA WA WA WA 120rm 4Aooh•e®a Wm0.QfR2*Aa& 8'm.3N Iso a• 7sData sw a• Ismoe imps man aso a• POA MRS MS ms mBe 2 ft 1MDme 6NOMM490.4r 0% Q.Q fU4;gµ into 1a"At®1. (F�.4j WA WA WA WA WA WA WA WA WA WA WA WA =miomft 1432x•186x• MRS 22825 446x• Wft 138•e 14ORD m•e 37000 2H a• 332 a• sat Me 2180x•2 Q7.16'ELDtO.QfF•Clipplg.aj 14005 ars WA NlA WA WA �oa5 WA WA WA WA WA 6eoa5 Munwm UAr~ I T~JW I mem 1 F KMULA: (DR.) X (ANOLLION CAP.:HOR CAP ,,,:) =ANCHOR CAP.,® `MU USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUI EW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, ITWILL YIELD AMINIAUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY A001T(ONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTASLE. NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1• FIGURE 2: TABLE NOTES: F' -126T I • • • • • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. • ••• IR).R._._tl.YV_ t:TIW%�ENMULLLENGTHSAND/OROIN�VGWIDTHSISALLOWABLE, �•�• �•P FIGURE 3: • • s • : • • • 1�ff • o 9 • a1 i) MWUJON ANDWWLION KIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE �HEETSeIB-26. LES TO i�bRILLED IN THE FOLD FOLWiMNG DBdENSIONAL RESTRICTION8 • • • BE USED 9RlSOYN QA �B 2�IOURE9 BHDW SUGGESTED. APPROXIMATE HOLE LOCATroNS. • •• IN PARS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 381 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 5 FIGURE 8: •• GROUT F{�y0.'L}�E�D-CONCRETE BLOCK UNIT (CMU) SNAIL CONFORM TO ASTM C41CL WOOD SHALL • • • • • ♦ • :. • • THroK STEEL STUDS TO SE A MINIMUM GRADE 33 AND 1 �• X 3188• X 286' MULLION 9�� PILE WITH AN SG OF 0 � ALUMINUM SHALL BE S RAL STEEL TO SE AT LEAST.125•TIIMKEA38.AL1 �r� • • • • • • •M O D AT LEAST 3 SCREW THRd ADSBEYOND THE MATERIAL (1 -VC VF MULLK" ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 131 11111111//f 01 � a4? .' �CENSF • .�Q ��� No. 55705 * % ATO A. L4O/O7NALL1 ' P E FL P.E.# 58M ABLE QA 601. 60 to 701. iieotm•Nm 71•plTdmiO. 14ede ft 14eetmgaer 2x4x.26 Loadiro Laodt.6 Los•r• III Ihi 111 1 1 11 �l TABLE 913 ... . . . ••• • . . .. .. . . . .. .. . . . . . . . . . . momwom ••• Feta MU P7 McUI AlWWC"Pau= Anobor 9flrEWoU6eom 17rE1soutr•a40 61WE = L4Ueeen 3nrHaolBMM ... . . . . ... . . i! g #lil�i� i�l9i !� i41331ii !� 1401. 18•i. >owado w m.o. a.o�•uar rrepArden6. (D -)XMULLION -ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THIN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AM1INIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: ��, OtTN udCbat h • • • • • • TABLE NOTES;11111 I 1 I f I f f • • 1 SEE SHEET 1 FOR (NSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR • • • • • GENERAL. INSTALLATION METHODS. ��C�`O VCENSF'��j> FIGURE & FIGURE 8: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4" * No. 88705 • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-M HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE • LOCATIONS. FIGURE 7: FIGURE & FIGURE S: FIGURE 10: ANGLE CLIP ) SltA E NN/ 4 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3019PECIFICATION3. HOLLOWANDGROUT-FOA.ED CONCRETE BLOCK UNIT '��'��'••.,!o(ppgpP;,%' G\?� • • (FIGURES E3 USED (CMU) SHALL CONFORM TO ASTM BE WOOD SHALL BE PTHICK STEEL STUD YELLOW SOUTHERN PINERAD WITH AN 8G OF 0.85 �i S �• MUST BE USEp ALUMINUM SHALL BE BOBS -T8 AND BE A MINIMUM OF .125' THICK STeEL STUDS TO � A MINIMUM GRADE 33 AND .04b' THICK (18 r X 4' X .� MlA.L10N 1��,`,S�ONA1- 14��� • • • IE IN PAIRS. GAUGE), STRUCTURAL STEEL TO BE AT L.PASTAW THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T READS BEYOND THE MATERIAL A LYNN MILLER, P.E. FL P.E.# 68705 Anch•rCaPft4 Tabl• 0M) &ftuftl lu cmarew &Q cam momwom Feta MU P7 McUI AlWWC"Pau= Anobor 9flrEWoU6eom 17rE1soutr•a40 61WE = L4Ueeen 3nrHaolBMM ureuoumm JW SO Bso am Boo lW880m H12OMW •8Eed #Mftd Agpdtdw tm•= Ama9dw Bmms036) Sam(" 8mawM eaeelxawwee.H r 2-llr r 2- i -W r 2-tw r 2-ta 1 r aur r o4r °sr osis Embo•mO Qop I-Wr t -w 1.Y4' afr r 1-ur 1-mr Mw I-1 1-tw 1 -uv r 13fr I-' tseo.da 2MOM 04.7rW&MC, fal aarptFle tm atom. = m. 4e°Im m w naw =w =m• 3e4 ft 4o ft 468ibe GRUA 118200 u. 4 A.dva 02.W 66.. O.C. f 8lmdmdCBp ft 34 740ms 74008 630ma 146608 t424 ms WA 660 On WA 060s WA 8608• WA BNma Burma ti20Ws 6A=b=Ql7l-AftoQi$WndmaWptwo.4k eeBma 78e as t°oom. WA WA 7osen NA 799M WA WA WA 87ama 1280ma 18wms Bk 4 Ano4ora@7WA0.0.I12I2mlai" 78obs 8800• I= FA 18680• 880ms WA 760 urn 688 Do 860 to ms oma 8400s lMrA ahwb=a3. NkL O.M I Mw. MOMS 117Oms to28ms 23100s 2814 ms 0 84om• WA 1UOW UN On I=ft 330 On e78m• Mbe IMUS 3Aa*=®1.34'Wm0.0.f000AY WA NIA WA NA e9A WA WA WA NA WA WA NIA WA NA 8Amp•s®0Arhft0.0.f U-CUA WA A P7A P7A 0uA WA WA WA WA WA A WA WA MA 21 am 2Arwt=Q2.Br W 370 ms 370ms 318me 7p ms 7120. WA 280ma NA 31868 NA MDW WA 3Wms 42008 66008 9Aahota®iN 1eM.i 39008 380ma 340PA 7808» B4BW 270ma =On PYA 380 R• 488 W 1 410 ma 11Wma 32800 42008 880 me (D -)XMULLION -ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THIN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AM1INIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: ��, OtTN udCbat h • • • • • • TABLE NOTES;11111 I 1 I f I f f • • 1 SEE SHEET 1 FOR (NSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR • • • • • GENERAL. INSTALLATION METHODS. ��C�`O VCENSF'��j> FIGURE & FIGURE 8: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4" * No. 88705 • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-M HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE • LOCATIONS. FIGURE 7: FIGURE & FIGURE S: FIGURE 10: ANGLE CLIP ) SltA E NN/ 4 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3019PECIFICATION3. HOLLOWANDGROUT-FOA.ED CONCRETE BLOCK UNIT '��'��'••.,!o(ppgpP;,%' G\?� • • (FIGURES E3 USED (CMU) SHALL CONFORM TO ASTM BE WOOD SHALL BE PTHICK STEEL STUD YELLOW SOUTHERN PINERAD WITH AN 8G OF 0.85 �i S �• MUST BE USEp ALUMINUM SHALL BE BOBS -T8 AND BE A MINIMUM OF .125' THICK STeEL STUDS TO � A MINIMUM GRADE 33 AND .04b' THICK (18 r X 4' X .� MlA.L10N 1��,`,S�ONA1- 14��� • • • IE IN PAIRS. GAUGE), STRUCTURAL STEEL TO BE AT L.PASTAW THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T READS BEYOND THE MATERIAL A LYNN MILLER, P.E. FL P.E.# 68705 TABLE 10A Mum•n CaLmomi Table cppe�nbtgVIIdBI Qor mt/lore) or opening Hetght (tar ung 1-c-) wln 6010 Tom win 8010 Loom win 14om Isom liar TMOTftl . Its I Tmpi *M 11'eotonpdar 180MR0. ftcwwu Twoulam Reormmwer I TtWiTdeas. It> Timbre. RNWWW I UOTdag. f10dmvAa I T.wrtims Itedwoulm Ire malm9. 2x6x28 1aaft I -ft L -ft Loedt09 Uare uadre Lmare umetre Imre LaaQre I.oadio0 toakg umft Loadre L -ft 1cadre 1 AkmTubs Bunion 4210 1700 820 170.0 435 IM) 744 170.0 478 1700 889 170.0 We 111.0 1760 618 1700 1118 1760 521 170.0 1240 170.0 711 170.0 1499 Me Of IN.0 1793 Iran 821 I0.0 1963 170.0 521 Gin t70.0 708 170.0 324 VU 830 170.0 604 Val) 910 170.0 630 1700 1133 170.0 884 1700 1278 170.0 871 1700 1417 1700 880 IMO 1700 170.0 830 170.0 NO 1700 880 t70.0 2W 1740 880 5092210 1700 1 747 1760 683 1700 1 889 170.0 631 1700 I 1048 1760 684 1700 1195 170.0 723 1700 1345 170.0 747 170.0 1494 1700 788 1700 1780 1700 7M 170.0 2082 170.0 7M 170.01 2301 1700 7M 8410 170.0 787 170.0 612 170.0 838 1170.0 881 170.0 1118 1760 784 1T0.0 1276 170.0 808 1700 1434 W0.0 107 170.0 15M 170.0 We 1700 1913 1760 101 170.0 [2231 170.0 801 170.0 2510 170.0 Sol 6010 170.0 80.8 I70.0 701 ITOA 1003 17MO 797 170A 1240 170.0 078 1700 1417 170.0 844 1700 1604 170.0 688 170.0 MI 1760 1033 IMO MM 1700 1069 1700 2410 170.0 1063 170.0 2833 170.0 100 6310 1700 930 170.0 748 170.0 1118 170.0 8 170.0 1107 1700 840 1T" Use 170.0 1018 170.0 1873 170.0 1076 170.0 1838 170.0 1122 170,0 2731 170.0 US 170.0 2809 1700 101 1700 29M 170.0 1171 sem 170.0 814 1700 710 1700 1188 1740 103 1700 1384 170.0 1002 170.0 t6M 170.0 1058 170.0 1753 170.0 1110 170.0 1818 1760 1210 170.0 2333 170.0 1278 17110 a7tl' 170.0 1288 170.0 3117 1760 12se 72m 1700 1063 IT0.0 878 170.0 1276 1700 1009 1700 1488 170.0 1128 170.0 I760 1700 1222 1700 1813 170.0 1318 1700 2122 1760 1387 1700 2810 170.0 1410 1700 2876 1760 1678 1700 3400 1960 1630 7810 1700 1122 170.0 637 170.0 1348 170.0 1080 170.0 1870 1760 12M 1760 1704 1760 1322 170.0 2018 ITU 1421 170.0 2243 170.0 1609 1760 2N2 IMO 1628 1700 3140 170.0 1004 170.0 368 170.0 INS 7810 170.0 7181 1760 807 17U 1381 1.170.0 1116 1700 1811 170.0 1210 1700 1842 170.0 I= 170.0 2072 1700 1474 170.0 2372 170.0 1364 170.0 2783 MO 1700 170A 3223 ITU t777 170.0 3103 1760 t7N 8010 1700 1328 1760 1144 1700 IN4 1760 I3•t3 1709 1639 170.0 1488 1700 2120 1700 1863 IT0.0 21 1700 1783 170.0 2108 1700 1918 170.0 else 1700 2122 168.0 3113 1760 2713 138.6 3413 1700 2381 6810 170.0 1417 1760 1222 1700 1700 1780 1614 170.0 1883 170.0 1872 110.0 7227 170.0 1784 1760 2610 170.0 1= 1700 2833 I7002010 180.0 318 170.0 7338 122.1 3110 1668 2470 110.0 318 Ise.1 2.ffiS 10810 1760 1884 1700 1408 17U 1813 170.0 1817 1700 22M 1700 1870 1711.0 2650 1700 2078 ISO 2781 170.0 2271 148.3 2781 181.8 2363 1288 2781 140.4 2281 108.9 2781 1200 2234 92.7 '2781 1180 2180 11110 1740 1836 170.0 1454 170.0 1086 170.0 1700 1760 2283 1700 1832 Me 2821 170.0 2149 1519 2N2 1829 ?213 1368 2332 148.4 22t8 1139 2832 1280 2110 Oe OM 1161 2128 864 2232 110.3 2098 17flm rAD.O 1771 170.0 188 1740 2175 170.0 1809 164.4 7252 tS.B 1091 135.1 226'2 1410 1804 iffi1 7226 1279 1%38 100.1 222E It81 1915 90.1 2287 099 1872 772 ?102 88.9 1635 WA 7250 81.4 1608 14410 i2f 1881 Ise.9 1445 1013 1104 106.1 1422 864 1104 818 1404 782 1684 60.7 1390 6.6 16@.4 729 1373 828 164165.? 1958 621 1104 M.0 1980 14.7 1101 482 138 39.1 1861 10.4 I= TABLE10B (DP-) X `ANCHOIONR CAP.,o,,.,,1=ANCHOR GAP. - USE THIS FOPAAU TO OBTAIN THE •ANCHHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUiREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A M941MUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. BY Nu Nu NIA WA WA WA 733490f�--2AW-- -I &-270902809096008071031148846390 42090 88090WANu BOB. 1110322 .2w TABLE NOTES, Mimi Dade 0: .03181E 11. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON \\1(1111 I f i l l,7/ • • "G 9M SHEETS 2-4 FOR GENERAL INSTALLATION METHODS • • `� wCEN3F'•4� �� • • SQITERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINGWIDTHS E ALLOWABLE. 6.000 * /• - .,•. • • •) MI6LLtO ZW MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMEHB=S. SEE SHEETS _ N0.58705 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON = SHEETS ISM FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. = O '. a O ANGLE %gyp'• S`TATE 13 • 4) SU�VATM CONCRETE SHALL CONFORM TO ACI 301 SPEC IRCATIONS. HOLLOW AND GROUT+ILLED : ,� ., • • C ONERETE 11LORC UNIT (CMU) SHALL CONFORM TO ASTM 04A WOOD SHALL BE PRE8SURE•TREATE) i F •. ORtOp. ��.• a�y7►• • • YEUIO1I l SOWH3 iN PINE WITH MSG OF OX& ALUMINUM SHALL BE 6063-75AND BEA MINIMUM OF.126'psis ll) • • IR.Od� b� EES TO 13E A MINIMUM GRADE 33 AND .046' THICK (18 GAUG4 STRUCTURAL STEEL TO /ii YONAL 44�� P� • • • BE AT1F'�18Er. ICKMDASB. ALL ANtSi0R3 INTO METAL SWILL EXTEND AT LEAST 3 SCREW r X e' X �• A LYNN i I I P.E. TFIREADS THEMATERiAL. MUWON FL P.E.# 098705 ••• • • • • Mahor CapaOily Table (Ib9) • • SubstfaW AnthW7VW ArldwC9p Pact m BdyelMASNO(n2 EmbeftM 1 2.78 Carade 3Wego lknaom v0. Boo tmreoon r 2-'222• r 2.1w 1.374' 13r4' 131 4174• 3R Om vlollow 3-w r 3r1@'I600 t5emm r 244 1.114' 1.114• 44`BaoUmm V2 -VZ I -1w 1-114• FmedCW cob Matti 174'SSEW 6Ha'Bm IWOOfto MOBIeM $128teel 91781/1221 A08G" llotman Ate« ea•n(66) eom1rg35) 8«222(2211) r 3.10 r 0.48' 4er 0.320 1-1w 1.114" 7 1318' 131x° (seeema 4) 2Anoimr0 l 4.7S•I8ia 0.0.7 SW =ft 390 90 33090 WN26 2MOM •• • • 40 4338• 684322 1 312290 420 66090 4Nmh03604.60' Mia 0.0.1 Mii 780 WH 311 1780 1081106 6001822 5WPM 7011100 1.600a 631130 110490 2*4 We 65290 BPoOe IMMS B Avahas®1.7r 10n 0.C.18t«gWd CODpTp. 227 1t6090 140036 1010 322 25590 WA WA 890311 WA 108590 WA Nu 1300611 1860 221090 4AnohaO OTMm. 0.G 7I2)aBArele4xfpe 111110 780322 IMM 690322 15090 tse83s 090311 560Ihe Nu 7M3e 84634 0030 238030 tt523e MOA 122090 eAaaM03-50a CLMIM fOMP4900(F02. e): 636090 Make 131090 311090 3752311 I=to 1178161 WA 152090 1117290 17403e 472230 130490 11830I0o 22210322 i?Amimre 101.0'10220.0. /(2)296 AWel2lps pag.fi 1860100 2m0ihe 1440322 048090 IMI WA 1310322 Nu t8008e WA WA�W-AWA Z�3e 3360311 40110110411® 234' 14h1.O.0.1UCttp, 669176• Ahad (F19 4 eAIDhA @O.(W WA 0A lt1411p 0220177 ADM IFS. WA WA 780 lou Nu Nu Is. WA WA WA WA WA WA WA WA WA WA 143290 7AnoDo•®4.88't0a 0.0.1F411p/Fig•109 39030 99090 ase tee 33090 luums 4AeahWa®1.7r Mm0.0.1F4mp Ii4g.119 5090 70090 10890 1269880 WA (DP-) X `ANCHOIONR CAP.,o,,.,,1=ANCHOR GAP. - USE THIS FOPAAU TO OBTAIN THE •ANCHHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUiREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A M941MUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. BY Nu Nu NIA WA WA WA 733490f�--2AW-- -I &-270902809096008071031148846390 42090 88090WANu BOB. 1110322 .2w TABLE NOTES, Mimi Dade 0: .03181E 11. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON \\1(1111 I f i l l,7/ • • "G 9M SHEETS 2-4 FOR GENERAL INSTALLATION METHODS • • `� wCEN3F'•4� �� • • SQITERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINGWIDTHS E ALLOWABLE. 6.000 * /• - .,•. • • •) MI6LLtO ZW MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMEHB=S. SEE SHEETS _ N0.58705 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON = SHEETS ISM FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. = O '. a O ANGLE %gyp'• S`TATE 13 • 4) SU�VATM CONCRETE SHALL CONFORM TO ACI 301 SPEC IRCATIONS. HOLLOW AND GROUT+ILLED : ,� ., • • C ONERETE 11LORC UNIT (CMU) SHALL CONFORM TO ASTM 04A WOOD SHALL BE PRE8SURE•TREATE) i F •. ORtOp. ��.• a�y7►• • • YEUIO1I l SOWH3 iN PINE WITH MSG OF OX& ALUMINUM SHALL BE 6063-75AND BEA MINIMUM OF.126'psis ll) • • IR.Od� b� EES TO 13E A MINIMUM GRADE 33 AND .046' THICK (18 GAUG4 STRUCTURAL STEEL TO /ii YONAL 44�� P� • • • BE AT1F'�18Er. ICKMDASB. ALL ANtSi0R3 INTO METAL SWILL EXTEND AT LEAST 3 SCREW r X e' X �• A LYNN i I I P.E. TFIREADS THEMATERiAL. MUWON FL P.E.# 098705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . 3118't9ao1ltp6on or at hod=ft*spwrn0auA-) 3It8'06o12084m 1N'Emo48baa0 tW88F14o 6416'61eo tM 88 apo HO SW H281ed 612apd Atm two A9staae0a eaew(� 8aew(ao 6aew(0m 8d9e m3dtm oQap Sob I- 80 to &tv 70 In • ... . . . . ... . . real c 4 4 A TABLE 116 A7laborCapacRy Table ) • • • man Qaoftywrable marepo • • Wkeomfo 11 3AB Cao. HdbwCMU Med CMU FrrVbW I Wept AndWCUP Patt8a18 Open(not� th 3118't9ao1ltp6on or at hod=ft*spwrn0auA-) 3It8'06o12084m 1N'Emo48baa0 tW88F14o 6416'61eo tM 88 apo HO SW H281ed 612apd Atm two A9staae0a eaew(� 8aew(ao 6aew(0m 8d9e m3dtm oQap Sob I- 80 to &tv 70 In • • sop • a • • 9061 • • • IN In 120b 9401n 16010 1.26"2211" Rwwrolbr LoemrO TtgpTdanB. l.oedjte 4ZeepngWar Loge Ttap?tiae 11 lmaln9 loadke M7 Tpp'fAa1g. to-ftLmdug 1-17P 1-iN• Tpp4 teamn9 laeeee laaAle fla0/fda4y Itetiwa> L LearBng lnedre Loed6e LOa01te Taplfdae Re�gtdar TraATdae. Lae4t00 1.afdle 4oad� Tubs RM 8805• i 1898tl1e ase» 88D0m 780 I6s 2364168 B8a 81016a 1 5w IV, 421n 1442 826 187.0 428 120.2 62B 14&9 418 103.0 628 138.9 414 8�t 940.8 41'U 80.1 828 1341 411• •Y21 628 134.1 411 80.1 826 t341 411 81.8 1341 411 651 628 1341 411 4810 403 10&0 333 60.6 403 80.7 328 88.0 403 88.4 370 80.4 403 844 317 617 403 78.1 315 48.3 403 78.8 314 403 403 78.8 314 30.5 403 78.8 314 302 403 7&8 314 60A76p 362 97.0 301 8&8 367 703 284 8a8 362 71.0 289 6L8 3!C 872 289 457 362 84.8 724 412 997 818 233 34.3 362 83A 283 78.4 362 6L6 283 ffi7 382 83.6 78.9p 318 74.1 287 B&8 913 842 261 4&B 318 S/.7 424 318 626 263 37.7 318 BQB 780 3&9 318 4&8 249 28.3 318 401 248 21.2 318 49.1 248 2L2 318 4&1 2486001 !823 266 63.1 218 41.2 768 457 214 359 40.7 210 30.9 288 372 207 27.6 288 34.9 204 ?A.7 263 93.4 203 20A 322 201 177 168 322 201 1&8 322 201 69p 230 458 200 38.8 234 39.1 186 30A 234 347 192 2&7 230 31A 989 23.7 234 28.4 988 21.4 244 2&0 184 17.8 234 26.8 183 18.3 133 234 256 183 134 234 256 163 220 168 N.8 213 22.0 188 08In 213 3&4 1S3 31.0 213 317 178 28.6 213 28.8 178 2a2 213 27.0 173 20.8 213 231 170 1&6 213 23.7 to 1&8 213 222 167 213 178 3&1 168 2d8 178 2M 169 2&4 178 226 149 17.8 179 202 147 159 179 18.7 US 781n 243 181 254 140 20L 161 21.8 137 17.4 161 %0 138 152 101 17.0 133 7610 M 162 23.6 1 133 1 1&8 162 19.9 131 11&1 1 162 17.8 1W TABLE 116 91e4RVR 4NrNY11T RY.IV•Iwl©el f VRMV1.iti (ANCHOR CAP. O o,1 (Dp ) X `MULLION CAP, ame, =ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOU94EMENT FOR THE OPENING. WHEN IT 95 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATMN METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN NOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENS=%SEE SHEETS 18.2(L HOLES TO BE DRLLLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18a. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAINS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C4)0 WOOD SHALT. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6063.73 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MMMUM GRADE 33 AND AW THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126• THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 13d `�`��'��, •' �CEN3F'•:;'c`'P-ice ` * ' No. 58705 tl CONAL�.��. ,111110, A. LYNN MILLER, P.E. FL P.E.# 68705 A7laborCapacRy Table ) Wkeomfo 11 3AB Cao. HdbwCMU Med CMU FrrVbW I Wept AndWCUP Patt8a18 Amha 3118't9ao1ltp6on 1K'�ol8keoa0 6116'6tao 3It8'06o12084m 1N'Emo48baa0 tW88F14o 6416'61eo tM 88 apo HO SW H281ed 612apd Atm two A9staae0a eaew(� 8aew(ao 6aew(0m 8d9e m3dtm oQap /• 2-1W I- 2.11r &tv h 2-1R' P 2./rC r 3.118` a 048' a!M" 0.$4' Embedmwd(p 1-w 1.974' 13M I-aw 2 1-174' 1-w 1-17P 1-iN• 1-074' t- r 13d' 1Sr6' (4e -4) 4Arc3op@ w AwLoAt(�2t8Mftc9jm F�.1 108 8805• 1680Ike 1898tl1e ase» 88D0m 780 I6s 2364168 B8a 81016a 1 5w 91e4RVR 4NrNY11T RY.IV•Iwl©el f VRMV1.iti (ANCHOR CAP. O o,1 (Dp ) X `MULLION CAP, ame, =ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOU94EMENT FOR THE OPENING. WHEN IT 95 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATMN METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN NOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENS=%SEE SHEETS 18.2(L HOLES TO BE DRLLLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18a. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAINS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C4)0 WOOD SHALT. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6063.73 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MMMUM GRADE 33 AND AW THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126• THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 13d `�`��'��, •' �CEN3F'•:;'c`'P-ice ` * ' No. 58705 tl CONAL�.��. ,111110, A. LYNN MILLER, P.E. FL P.E.# 68705 TABLE 12A Mullion Capatofty Tebls Openin8Willth Vbr-fto*sp-dn8m1I6o>B)-Cpwft H•IBht(tOrlutmnlepy,9p6mU@ ml8ton9) 170 Som 70 In sour Som 10070 12012 NO In Isom 1100.130490. I 7t*Mbr1g. Ta mm•. Reols1719ar its mang ftelaroft uplItana Reotan9ala 11*111 lm. 11mtm1)1Ja UW&I& Ra4f•uw Tm1Y109ag. Rmftvuw TWTft•. Regangular Ttal Www 3.26"30 L -ft 10.0.804 uaft uaft 1oaft Long LwtoO Laamt Waft Loaft tsaft L0.e•n9 Laa41.8 loam Loafing Loaft Laaft L-Ift DEMAL 9.071(11,1, I 111 11 1 11 4270 Imel 670 IMO 436 11=1 744 170.0 478 Mal WB 170.0 ME 170.0 1 892 17&0 619 I= I 1118 170.0 621 170.0 1240 170.0 621 17&0 11401 1700 6W 170.0 I 1738 1170.0 613 149.11174011".0 621 481. 170.0 708 170.0 M 170.0 660 170.0 664 17&0 m 170.0 860 170.0 1133 170.0 881 170.0 1276 170.0 W7 170.0 1417 170.0 6W 1512 t622 170.0 680 MA 1= 170.0 684 1142 1522 INA 984 60.82810 t7a0 747 170E 683 170.0 898 IMO 831 170.0 1848 170.0 084 176.0 1185 call 723 1700 1346 IMO TO SU 1443 IMO 768 tse a 1443 170.0 768 117.3 1419 170.0 766 1628 140 170.0 766 8170 1700 797 VOID 812 1700 � 170.0 691 170.0 Hill 17&0 784 170.0 1275 170.0 SM MIS 1353 170A 837 144.3 1363 170.0 868 12&3 1353 17&0 891 103.1 1353 170.0 061 902 1353 170.0 601 6070 1700 860 170.0 701 1700 1063 1700 784 tW.0 1218 17&0 670 146.1 1218 170.0 044 t29.0 1218 159.8 938 118.0 1218 162.1 924 87.4 1216 I4&t OW 63b 1218 170.1 813 MI INS 1411 913 6370 170.0 930 IMO 746 170.0 1118 170.0 8W 112 1160 1968 933 131A 1160 169.0 914 118.6 1190 141.9 696 10&1 It1 134.2 816 Wb 1150 128.7 WI 75.1 111 1282 870 66.7 1160 12&2 670 f 6610 170.0 974 170.0 789 IIL4 1848 186.6 881 1308 1018 1488 881 114.3 fOM 0&1 984 1019 IM 123.4 839 84.4 1018 118.8 860 762 100 109A 811 86.3 1019 1062 818 57.1 1018 1082 WB 7270 140.8 884 /470 784 117.0 884 128.0 718 1009 BW 1108 734 880 81 100.0 722 782 884 929 712 0.1 884 862 iW 8&7 884 79.2 693 1.3 884 78b 884 44.0 884 701 884 701. It&7 790 1IMS-M 8.6 780 10&4 868 784 93.3 889 T4b 790 BAA 86.6 790 769 0.3 690 790 71.7 636 490 790 86.1 624 426 790 821 618 97.4 Tali 61b 817 7570 1t" 750 171.3 770 9&t 844 Mf 750 $5.9 632 811,2 760 77.1 M Bib 780 709 842 634 750 65.7 805 462 760 89A 1914 399 780 662 SO 348 75D 818 08 9010 721 563 0.1 5&1 990 491 019 689 81.8 451 4&1 03 450 475 40.1 083 440 40 3U7 563 430 40 30.0 689 36.2 462 709 883 33.3 484 226 681 3t8 442 8870 e9A 495 8 496 61,6 435 424 484 449 Q7 37.1 496 84.9 421 330 495 3L1 q6 2&7 484 89.2 409 269 405 2&1 400 212 493 29.8 391 18.6 485 280 38410670 41.7 9918 391 35.9 348 2&0 391 31.1 342 2&1 391 279 337 232 Wt 299 333 20.9 301 228 370 170 3W 197 841 14.0 391 179 30 1111. 3 A 370.0 970 330 330 279 370 28A 326 21.0 370 26.3 320 21A 370 22A 318 10.2 370 70.9 3t2 1&0 370 1&1 306 4 7 0.3 317 780 291 21.7 317 726 280 10.0 317 1&B 278 t&9 317 170 2731441. 17.0 220 TARN F 49R FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN ��M"" UIL LLENGTHS ANDIOR OPENING WIDTHS O E. ALLOWABL 3) MULLION AND 6ou1JrCI�1.-LN y�t1o1SN 9A!yOTjTO jCa FOR EXACT DIMENSIONS, SEE % EETS 180. • • • • HOLES TO BE DRILLED IN THWIEL1bR1DU.WMG NNIONSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SU%3EST®rP81tOW M jE 110E0011"ATIONS 4) SUBSTRATE&WNCRIftl SHALLUNFORM TO•ACI%W MCIFICATIONS. HOLLOW AND GROUT FILLED FIGURE 3 CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM C410. WOOD SHALL BE PRESSURE -TREATED • • • • YELLOW SOUTHERN POE WITH AN SG OF OAS. ALUMINUM SHALL BE 808376 AND BE A IM MUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' TH1C( (18 GAUGE} STRUCTURAL STEEL TO BE AT I FART .126" THICK A 1NDSW6. ALL A.II%0PJ 00 META: "kLL1E27NO AT LEAST 3 SCREW THREADS BEYOND • • THE 5MTE7il1� • • • • • • • • • • ANGLE CUP FIGURES 13) MUST IBE USED O PARS. • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RNUIlOR UAPAU" ADJU15T50ENT FORMULA* (DP„)X(ANC10RMULuoN cAP. g; -n `)=ANCHOR CAP.„, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. -, `,%%Il111 I11// EN ` No. 68705 eAl1,370. .� / G fil A. LYNNLER, P.E. FL P.E.# 68705 A1mh07 Cep66py Tab* (846) 861•raate: 27kCoaaef9 391t�m14, tto00•t:tdu F89dCMu PTw4m eeaw AWWCQpPel9tll9 Amha Sr15Etaot 17PE10011@taam BIwmm ummon sN8'Etaotmtean 7R'6taolOmWn IIP 83 Sm Bf1500 IW SS BW •10 MW 6128108 MSM A9 Ulam 1 Atm SamM Som @M 6-w(" EQge IYUOneeQO 1 2.117 P 2•11M 317H' P 2.712' Y 2.tW 7&115 2' 0.48' 0.86• 082P •It 131 1.114' I-wr /81: r I-ve 1./84 11H' t•7/C I.1/4' 141r T 1.98' I -WV (mn0t04) aa! 2a6A*C11p3ft. 390109 36001 41 VA M00a 1700®s 2705• 280169 35109 748159 48809 MIts 115109 32803 420109 560169 4=®8' 6.Maa/�2[6MgTel3(f18 7608• 76087s leo 6>9 1870 I. 2l0s 60.1.3 810163 WA 1120.703 848613 81673 2se4es 660.00 etama 1120817 BAOolm19®271'tAn.0a/ 238 81s 22 - 228109 WA 84001010103 700 182000 1011 97601 72107 1111817 FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN ��M"" UIL LLENGTHS ANDIOR OPENING WIDTHS O E. ALLOWABL 3) MULLION AND 6ou1JrCI�1.-LN y�t1o1SN 9A!yOTjTO jCa FOR EXACT DIMENSIONS, SEE % EETS 180. • • • • HOLES TO BE DRILLED IN THWIEL1bR1DU.WMG NNIONSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SU%3EST®rP81tOW M jE 110E0011"ATIONS 4) SUBSTRATE&WNCRIftl SHALLUNFORM TO•ACI%W MCIFICATIONS. HOLLOW AND GROUT FILLED FIGURE 3 CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM C410. WOOD SHALL BE PRESSURE -TREATED • • • • YELLOW SOUTHERN POE WITH AN SG OF OAS. ALUMINUM SHALL BE 808376 AND BE A IM MUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' TH1C( (18 GAUGE} STRUCTURAL STEEL TO BE AT I FART .126" THICK A 1NDSW6. ALL A.II%0PJ 00 META: "kLL1E27NO AT LEAST 3 SCREW THREADS BEYOND • • THE 5MTE7il1� • • • • • • • • • • ANGLE CUP FIGURES 13) MUST IBE USED O PARS. • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RNUIlOR UAPAU" ADJU15T50ENT FORMULA* (DP„)X(ANC10RMULuoN cAP. g; -n `)=ANCHOR CAP.„, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. -, `,%%Il111 I11// EN ` No. 68705 eAl1,370. .� / G fil A. LYNNLER, P.E. FL P.E.# 68705 ... . . . ... . . ••• • • • • ••• • • TABLE13A Anehor CapaltlY Tabi• (Abe) .,) o I 111 Igtla0tf8 "Pwr*o MUM -)BON VICCw w own 701n . . BON . . . . BO to . . IOOIn I In 1401n ISO in ol RengAw TMWVan• F T.#Tdms 1 9dm T . Tmoldmit Reatmf9dar T1e77Mm Redmadw Tmpf R =94" 7tVrmwwe. AftWW7Vpe: 3.28"48 Lams o t.oadno Loafs Wa6nI Lasdaf Loaft Loam* Loaft Loaft tmdn8 I.oa•n6 Laft Loaft Loaft Loafttaa� Looft loadn0 111.88 Um VIV Eft Ir888w 610%W•i2ftd •t281eo1 At1 4Qft 16bam ASP0atW Beomr(65) Saal(GR Sma•(06) 13AYMJLL• Edo INSU @* r 81? r 2171 fill I I I 111 if I I I I I I I I I r 1 11 111 1 1 1 1 11 1 11 1 11 1 11 1 11 42N 176.0 I W 170.0 433 170.0 744 170.0 478 170.0 080 00.0 606 IWO Is 4 90.0 51t• 1 11 1K#D 82M 1IM0 1240 170.01 621 17M UN 170.01 821 17U 1785 170.0 621 150.3 1871 170.0 821 481a 117101 708 170.0 624 170.0 850 176.0 884 170.0 662 170.0 830 1710 1133 170.0 881 170.0 t278 I= OTT 170.0 1417 170.0 1180 16&7 t8W 170.0 SBD 1408 1887 170.0 BW 122.0 1837 170.0 880 50.SN 170.0 747 170.0 588 V0.01 680 1710 ON 1710 1 1049 1710 8B/ IMMO 1 1195 170.0 723 170.0 t3451 170.0 1 747 ITU 1 1484 170.0 766 147.1 16021 170.0 786 U&I 1 052 170.0 780 110.411591 f70.0 M 64 in 1710 787 170.0 612 170.0 8SO 170.0 WI 170.0 1118 I= 761 170.0 1276 170.0 603 1710 1434 MA 837 1652 1455 170.0 856 1263 1453 170.0 881 110.8 1455 170.0 881 87.0 1455 170.0 881 BON 1710 886 170.0 701 IRLO 1063 170.0 757 170.0 1257 170.0 678 157.1 13M 1710 044 18&7 199 170.0 686 126.7 1306 183.8 691 IW9 ISM 107.1 082 80.0 13M 157.1 90 7O.0 1309 167.1 682 631n 170.0 030 170.0 745 170.0 MO 1710 860 tM tM 170.0 040 1425 120 1048 083 1217 tM 1628 NO 114.0 1247 144.3 BS2 15.0 129 1382 938 StA 1247 M.? 036 71.3 129 136.7 809 661a 1710 074 170.0 788 170.0 1189 170.0 803 1414 1180 183.7 657 126.0 1190 147.0 BIB 118.4 119D 136.6 878 103.8 11[10 1214 014 888 1180 1193 880 A2 1190 110.1 803 64.6 flip 118.1 803 721n 161.8 1010 189,8 577 134.7 t910 1468 869 11&4 1010 1272 862 101.0 1010 114.7 978 69.11 1010 WU 817 M8 1010 OU 857 678 1010 909 785 67.7 1010 9.0 700 603 1010 873 780 78 In 137.4 908 ts&e 792 1143 800 192.0 778 9&f eoo W.I. 781 880 608 982 740 78.3 BOO 4&2 Toa O&7 608 828 728 87.3 008 74.7 718 49.1 008 711 716 4ZS e6B TOA 708 78N 121.1 861 1923 781 tm9 981 1123 738 00.6 861 90A 725 704 661 063 713 703 681 81A 703 09.6 881 7&4 694 53.0 801 45A OO1 868 078 39.7 801 83.7 872 90N 827 818 6&4 94 6&0 60 721 ftp MI 818 82.0 541 813 016 811.1 815 483 818 5" &47 41A 84S 47.0 510 34.6 810 78.6 618 36.2 811 289 818 383 807 681n 682 866 70.1 SOB 689 568 MI 499 4&7 886 81A 491 429 660 i&8 469 372 868 41.4 470 34.1 50 3&1 470 284 40 24.3 888 AS 452 218 886 2&7 447f08N 9A 449 46A 409 399 449 0.2 399 342 449 35.7 393 26.9 457 313 39 209 449 2&8 362 t.4IJ 2L6 419 2&1 577 20.0 98617.1 449 214 30 ISA 440 18.9 111 N 44.1 425 46.0 385 3&6 428 37.9 376 31.5 r6 32.0 573 27.0 40 2a1 39 24.8 42'1 2&2 302 27.1 426 24.0 18A 860 i8.0 40 I&S 3p Mtn 34A 364 3&5 331 ".1 381 28A � 249 364 n8 321 213 364 728 317 10.4 304 20A 313 17.5 381 t&7 306 iN N 202 783 20.4 233 1&8 263 1➢.t 23D TART F I.4R FIGURE 1: FIGURE 2: FIGURE 3 ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAID. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IN ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXALT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALT. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE -TS AND BE A MINIMUM OF .126• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (18 GAUW� STRUCTURAL STEEL TO BE AT LEAST.128• THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIA. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ANCHOR CAP. ®„ -ANCHOR CAP.,® MULLION CAP.-, USE THIS FORMAN TO OBTAIN THE%ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IN LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MMIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 11111117JJ LYNN All '40 � .1 • ' �CENS6c •. �Q ii * ' NO 68705 pQ STATE IV 3 ' ..•.F<ORtO. •�Gi�: NAL A. LYlfldllyl, P.E. FL P.E.A 561M Anehor CapaltlY Tabi• (Abe) t;atsuft VICCw w &RCMLI Houvcm1 FO cmmu I PT Wwd Mm Andtw C➢FPattam AftWW7Vpe: WWEfo6UW= t74•EIwuw m awsco Ubam VIfr Eko UWAM yr ENo Mum 111.88 Um VIV Eft Ir888w 610%W•i2ftd •t281eo1 At1 4Qft 16bam ASP0atW Beomr(65) Saal(GR Sma•(06) Edo INSU @* r 81? r 2171 344 r I ata• r a-ur r 34W r o4s oar o sar Embedm.tt(N): tau• Tarr Carr Tarr r 1-trr 1-iN• 1-vr 1•vr t-174• t -Ur r I -w 1ar8• (maw" 2And=Q •ma.0.Q1M2t5Agaa�acFl 4 a9 W WM 4�0• eeoma t� s aroma zeooa 3a/om T400m 46628 MPA tte2tba 3asma 42D On 59D MS 4Anolm3@3-V n0.0.7(H�An&CUP b$ MUM 7801135 TaoIN 18.0@8 262823 &0635 WIN t6A 1120 Es WB FA WES 2M{6a K21bs WIbS 1120935 eAwwta02Jr1a0.O.C.1�295AnOsC43889.3j ttZa®s 112608 866 ms 27(808 22Hma WA w NRA 1069M WA I= go WA 6780s two* 1880235 FIGURE 1: FIGURE 2: FIGURE 3 ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAID. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IN ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXALT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALT. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE -TS AND BE A MINIMUM OF .126• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (18 GAUW� STRUCTURAL STEEL TO BE AT LEAST.128• THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIA. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ANCHOR CAP. ®„ -ANCHOR CAP.,® MULLION CAP.-, USE THIS FORMAN TO OBTAIN THE%ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IN LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MMIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 11111117JJ LYNN All '40 � .1 • ' �CENS6c •. �Q ii * ' NO 68705 pQ STATE IV 3 ' ..•.F<ORtO. •�Gi�: NAL A. LYlfldllyl, P.E. FL P.E.A 561M /i' i 8.600' CUT HERE TO .376' .378• 3.1�+'~I _CREATEMIP.SEE MW. MW, DETAIL F. SHEET 4 r-------� r-------� I L1 I I _ -____J L ------- J t4 q STANIMRD CUP 8063•TOALLU CENTER OF ANCHOR HOLE MUST LIE TOPWEW NBTMN THE DASHED BOUNDARY. SEE SHEETS b117 FOR THE ANCHOR O.C. �DISTANCE. MAX@ ANCKOR HOLE DIAMETE(C ANCHOR DUBNErER * 1nW. .376' MPI. 6.800' .378• MW 338' MW ----------r-----------I 1" X2• X.126• (8) .378• MOLD 1 1 UCUP 8083-T8ALl1M. 666511M 8.600' CUT HERE TO .376' .378• 3.1�+'~I _CREATEMIP.SEE MW. MW, DETAIL F. SHEET 4 r-------� r-------� I L1 I I _ -____J L ------- J t4 q STANIMRD CUP 8063•TOALLU CENTER OF ANCHOR HOLE MUST LIE TOPWEW NBTMN THE DASHED BOUNDARY. SEE SHEETS b117 FOR THE ANCHOR O.C. �DISTANCE. MAX@ ANCKOR HOLE DIAMETE(C ANCHOR DUBNErER * 1nW. .376' MPI. 6.800' .378• MW 338' MW ----------r-----------I 1" X2• X.126• (8) .378• MOLD 1 1 UCUP 8083-T8ALl1M. 666511M 1 I I I I 1 I 1 USED 1• X 276 X .889" MULUON 6063.78 ALUM. XSECTION ala 128' X 3.188' X 286• MULLION 8083d8AUA& XSECTION T U•CUP 8063-TOAU1M. 1• 3.128'XB00' MuuONLY. e TOPVIEW Aw MSN. • 12sx . • TABLE B Mull Dimension (dee18) Manion b.000' 338' MW Angle Clip 1" X2• X.126• (8) .378• MOLD �T I UCUP 8083-T8ALl1M. 666511M h- - - - - - - - -I USED FORALL 1' X 2' AND 668244M ----------------- - - 2X8 ANGLE CL6' 1' X 2.78' MULLIONS, 66807 6083 -TS ALUM. 666245M 888613M • t2.7#W.W (8) TOPVIEW 668116M 6661121M TT W YY ONS14M CENTEROFANCHORHOLEMUSTLIEWITHINTHE 66637M 66811160 6661114M 630242M DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE . MW. 66841M 6881117M 6881113M ANCHOR C.C. DISTANCE. MAXIMUM ANCHOR NCLE DIAMETER: ANCHOR DIAMETER. U78'. T U•CUP 8063-TOAU1M. 1• 3.128'XB00' MuuONLY. e TOPVIEW Aw MSN. • 12sx . • TABLE B Mull Dimension (dee18) Manion POT Pad& SCI. Clip 066e1COp U-Cllp Angle Clip 1" X2• X.126• (8) 88805 ON113M 8681118M 666243M 666511M 1• X2° X.376° (8) 688108 S86114M 668111SM 668244M SM12M 1• x2.7W X.376° (n 66807 688118M 66811260 666245M 888613M • t2.7#W.W (8) 86808 668116M 6661121M 666246M ONS14M �•�9.1'�•X.800 (8j 66637M 66811160 6661114M 630242M ONS15M 1JF 3.Vf91.285•(12) 66841M 6881117M 6881113M 8882410 S8861SM 126 X211" X.126• (16) 66370 NIA WA NIA 66S617M TABLE A Db1lonW*n Value On) For Mullion: A 1.626 1'X2' X.125• Tube MulUon B 2.664 C 0.896Aiwnhn D 0.740 A 1.126 1• X2• X.376' Alun lrun Tube Mallon B 2.404 C 0.838 D 0.410 A 1.876 1• X2.76 X .376Aluminum Tube Mullon S 3.000 c 0.767 0 1.118 E .460 Min. A 1.392 1• X2.78• X 680 Alulnbm Tube Mullon B SAW c 0.476 D 0.836 A 2.000 1' X3.125 X Alum Tube Mull B 2.837 C 0.883 D 1.137 A 2.626 128• X 3.188• x Alum Tube Mull B 3.2m C 0.882.268' D 1.762 A 1.613 1.26 X2.11• .1211 Alum TUbe Mull I OFFSET CUP ON TES80&TO NTElRd y� _ .� � L%d • • • `NOIEB TO BE DRLLLED W THE FIELD FOU.01MN0 DIMENSIONAL RESTRICTIONS OIVEPI Old THIS SHEET. .7A0'� DISTA8 8.17TFOR 8dE OI • • DI8TA90E.MA>j1MUMANCIHORNOLE • • • • • 8 SHEETS 6.17 FOR suooiiSTED. APPROXIMATE HOLE LOCATIM 8 ANCHOR O.C. DISTANCE. • . � �r DIAMOTER: ANCHOR DWMMTER • UW. • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • go LYNN .� , * No. 68705 �* STATE v YONAL A. LYNIJIi(AL P.E FL P.E.$ 68706 45' BAY MULLIO 6083.78 ALUM. XSECTION .228'J �--.881•^4 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .. . . . . .. ... . .128' 2.000' • • • ! • • 188' s • • • • Womb= C•IP • ! • • 6083.70 ALUM. XSECTION 1'X4'X.3T8'•� T•MULLICH 6063-TOALWL 37V XSECTION MW. .ww 3.128` CUrHERETO CREATE F-CLIP.SEE DETAILF. SHEET4 6.00V 378' MIN. 3.887 CENTER 1_____________________i 371 I I 1T 1 I MUST LIE WITHIN I 3.187 THE DASHED 0 0.76/ BOUNDARY.SEE I , i SHEETS 8.17 FOR FTFEANCHORO.C. I 2813 1 - CENTER OF ANCHOR HOLE MUST LIE ZWITHW THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCH ORO.C. DISTANCE MA)aML[MANCHOR HOLE �OMMETER: ANCHOR DIAMETER a VIV. .378' ML NOTES: 1) HOLES TO BE DRRLED IN THE FIELD FOLLOWING DIMENSIONAL RESTR 2) SEE SHEETS 617 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. STANDARD CLIP 6083 -TB ALUM. TOPVE1V GIVEN ON THIS SHEET. OFFSET CLIP BOSS-78ALUM. TOPVMW 2.0 Xr I 128' L 0% ANGLE CUP 8083.78 ALUM. XSECTION .376' 6.00V 378' MIN. 3.887 CENTER 1_____________________i 371 ANgiORHGLE i I MIP MUST LIE WITHIN I 3.187 THE DASHED 0 0.76/ BOUNDARY.SEE I , 1 2.430 SHEETS 8.17 FOR FTFEANCHORO.C. I 2813 WOW Mud F 2.878 IDWANOE. I I ANGOR HOLE 1 1 I LLCLIP 6083-TOALLM. USED FORALL P X C MULLIONS. SHEETS 10611 TOPVIHN TART F T1 DIAMETER ♦ 1118' DISTANCE TAR] G P. Dimension Value (in) For Mulllon: F 3.887 1° X4 X.126' 0 1.800 Aluminum Tube H 2880 Mullion F 3.187 1'X4' X.376' 0 0.76/ AUmt50an Tuba & H 1 2.430 'T' Mumon F 2813 WOW Mud F 2.878 4W Say Mud Mull Dimension (•heetm PGT Part 0 Mullion Old. Clip I Offset CUP 1.14:IIp An81e Clip 1'X4• X.128' (10) OWN 6MiiM 6MI22M 68041M OW518M 1'X4' X.376' (11) 88010 660112M 8881123M MU42M 688810M 11'x4"X.375'-r(11) 66853 OBS112M SM123M 688242M 665518M 30 Degree (16) 65840 WA WA WA 6685110M 45 Degree (17) 88860 WA WA WA SBS5111M 2X6 ANGLE CLIP 8063376 ALUM. TOPVEW III 6Y ` �w......... ...'ge •' VIGENS�c'•• .F.Q ' NO. 66705 ►o t iI 3 : tel; rrrllllli\tt A. LYNN MR.LER, P.E. FL P.E.O 58705 TABLE E Mull Dlmenslon PGT Part# (dwel0) Mullion Std. Clip U -Clip Angle Cllp 2•X4• X.26•(13) 86802 888281M 080271M OOSS112M 2• X(• X.28" (14) OWN 068262M 860272M OM113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING UMNSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. r�2.000•—"j rXrxm MULLION 6083.78 ALUM. X SECTION 376•, MN. --I STANDARD CLIP 8083TOALUM. XSECTION I i x.126• 8.8(ro• -- I I 3 CREATE F-00, 378 L ' SEE DETAIL F, r-SHEET4 MBN -------- ---I ---------� I I 1 I 1 I I I -�-- --- --� I I I 1 3.43 r I L- STANDARDCUP CENTEROF ANCHOR HOLE MUST LIE 808378 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MA)MWM ANCHOR HOLE Db4METER: ANCHOR DIAMETER +ut6•. .600' CREAM FCP, .375' 3.6"A r-SuT. wr rMNL 9— ----- ----- I I I -- I I -------� I I 1 I 1 I I I 1 1 1 4.0W I • I•• i o ••� •• • • •.41 e I I •••TAME&pDCLpr • • • • • •moo • • • • B• • •• •• • • • •• •• CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMWM ANCHOR HOLE DIAWMIER: ANCHOR DIAMETER+ 1AW. �B.000• M1N.MK ---------------------i I I I 3.436' i 1 1 376 L I 1 CENTER OF ANCHOR HOLE MUST LIE �BC63.TeAALANGLE � WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5.17 FOR THE ANCHOR O.C. �DISTANCE. MAXfMUM ANCHOR HOLE OM ETER: ANCHOR DIAMETER+ 1116". I .376• i I I 1 1 I 1 I 1 1 1 1 r 8.438• � i — - — 6.438• I 1 I 1 I I 1 i UCLIP ONVOMMIL USED FOR 2• XB• MULUON._SHEET 14 TOPVIEIN 2XBANOLECLIP 6003-T8 ALUM. TOPVIEW ISr.`ll .' uCENSF _ * : No. 68705 ' _ �Ar 1 IS"S O,c , sv, O 'A, ...URI a -A A. LYNN NLLM I FL P.E.# 68M .•. . . . ... . . . .. .. . • . .. .• EXAMPLE 1: SINGE VERTICAL MULLION THE BUILDING SUBSTRATE 18 KNOWN TO BE WOOD ON ALL FOUR SIDES THE WINDOW FRAME DEPTH IS 24M'. THE OPENING REQUIRES A DESIGN PRESSURE OF 480.0t -W.0 PSF. NOANCHOM IN HEAD --- 1) INITIALLY AIMING TH MTA 1' WIDE MULUOMS SU1T,ASLE.THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 3x+3241' -W. REFERENCING SHEET 22. THE COLUMN USING RECTARGULARtOADINIIMUST4AE USED. BCAIR 7ABLE8 FORA MULLION THAT IS AT LEAST THE WINDOW FtRAAdE DEPTH OF 2-114' AND WILL MEET OR EXCEED THE REQUIRED OL�I�PRE bF -^W4f S� IF`Ni :h E 40T SHOW THE EXACT SM USE THE NEXT LARGER SIZE AVAILABLE DESIGN PRESSURE OF *50&-55.0 PSF. "[: P r. FOR THE VERTICAL MULLION: SEE F�TRATION SEE �• URE FRyInA TS 1, yySJ#ETg. 1 .�8' X J?b% j#4LU&*(&NGTH - M. OPENING WIDTH - 709 MEETS THE OEM REQUIRED. HOWEVER THE DESIGN PRESSURE IS -M3 PSF AND WOULD EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 4504/•85.0 PSF. IF THE TABLE DGEB NOT SHOW THE EXACT SIE, USE THE NEXT LARGER SIZE AVAMBLE PRODUCTS SIO?ETe N055''BE EFORTM APPLICATION. MULLYAm11 -�- AND WOULD NOT SE SUITABLE FOR THIS APPLICATION. V Q 3 3 23 FROM TABLE 4A, SHEETS. THE 1• X 2.76' X AW MULLION (LENGTH - 72', OPENING WIDTH • 70') HASA DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE n Oa, 0 Sc. OETNB. FENESTROITION SEE SHEETS BECAUSE IT 18 NCIH KNOWN THAT THE MULLION WILL ADD r TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 39•+3S'+2.74•, NOT 73' A8 PREVIOUSLY OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF ON LSE. ma JON APPROVAL-,�- THE 73' DIMENSION (35.Vr+35.1PC+2'°739. •• ••• •• • • • •• LEN 3TH. 1 I CONCRETE HEADER AHND SILLARE 8 WIDE. IF THE MUWON CLIP WERE TO BE CENTERED WITHIN THE 8. CARE MOST BE TAKEN TO MAINTAIN THE FASTEJNERffi EDGE DISTANCE. 2) USE T 48 If AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOH THE STANDARD CLIP WITH (4) 012 ANCHORS AND THE 2X6 SEE � EEE ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/r GIVES AN ANCHOR CAPACITY OF 1050 UIS ICH IS GREATER, AND USING THE STANDARD CLIP WITH (6) 3118 WH LENGTH DETAILS. DETAIL E, THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 9T1 LBS. ANGLE PS WR)0i2CHMAt�k�APT1f � 840 Lam. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIERTO INSTALL g Old SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHTFCRBECAUSE SEE/ STALLS. 3) VERIFY VE QW9N %*WOMIRE BF THF PE4*iESTR&TAON PRODUCTS USED WITH THIS MULLION SYSTEK THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCTS, WILL HOR12. // �/ MULLION TYPE COULD BE CHOSEN. REVISED 7�a vd* Ore FlszNdu SliEETs APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MILLION AND THE FENESTRATION PRODUCT BE INSTALLED W ACCORDANCE WITH THE USED. FROM TABLE 9A. SHEET 13. THE r X C X 280' MULLION (0 LENGTH - 4r, OPENING HEIGHT -120) HAS A DESIGN PRESSURE OF +1-170.0 PSF VOUCH EXCEEDS THE !- 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. SEE DETMA 2) USE TABLE 88 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE (BTU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' IN THIS SEXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1.10.0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 836 LBS. ALTERNATIVELY, r3F 3 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X6 ANGLE CUBS WITH 1111 IS�AIeI1j7 NOANNCHO-R-s.{INvmQm—ow—eni THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF SO PSF: (SO PSF�X t = 524.9LBS BS ( MAYBE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 48) 11DTH —OPENINGMLSS WIDTHF, THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH 18 2-3/8. THE OPENING REQUIRES A 'a DESIGN PRESSURE OF *50&-55.0 PSF. P r. FOR THE VERTICAL MULLION: a `- 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION 18 SUITABLE, THE MULLION LENGTH 18 32'+72•+1'b7UrAND THE OPENING WIDTH IS 3V+35'+1" =73'. REFERENCING SHEET22, THE COLUMN USING RECTANGULAR LOADING SHALL SE USED. SCAN THE MULLION TABLES FOR A Wu I ION THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 2-3%' AND WILL �� LN EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 4504/•85.0 PSF. IF THE TABLE DGEB NOT SHOW THE EXACT SIE, USE THE NEXT LARGER SIZE AVAMBLE 8 FROM TABLE 3A, SHEET 7. THE 1'X 2.75' X .378' MULLION (LENGTH -108, OPENING WIDTH =809 MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +61&1 PSF Q' N N MULLYAm11 -�- AND WOULD NOT SE SUITABLE FOR THIS APPLICATION. V Q 3 3 SHEET X.288 MILLION OPENING WIDTH - On HAS A DESIGN PRESSURE OF W-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS 1Z O C FROM TABLE 9A. 13. THE 2' XP (LENGTH .103'. FOR THE OPENING AND MAY BE USED IN TWO APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. Oa, 0 Sc. OETNB. FENESTROITION SEE SHEETS BECAUSE IT 18 NCIH KNOWN THAT THE MULLION WILL ADD r TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 39•+3S'+2.74•, NOT 73' A8 PREVIOUSLY PROMICTS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICAME FOR THE ADJUSTED OPE INCLAL.TERNATNELY. THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL-,�- THE 73' DIMENSION (35.Vr+35.1PC+2'°739. 2) USE TABLE 9B TO FWD THE ANCHOR TYPE, ANCHOR QUANTITY AND CLO' TYPE REQUIRED FORTHE CONCRETE SUBSTRATE. N TMS EXAMPLE. ASSUME THE POURED 1 I CONCRETE HEADER AHND SILLARE 8 WIDE. IF THE MUWON CLIP WERE TO BE CENTERED WITHIN THE 8. CARE MOST BE TAKEN TO MAINTAIN THE FASTEJNERffi EDGE DISTANCE. SEE � EEE ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/r GIVES AN ANCHOR CAPACITY OF 1050 UIS ICH IS GREATER, AND USING THE STANDARD CLIP WITH (6) 3118 WH LENGTH DETAILS. DETAIL E, THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 9T1 LBS. g Old SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHTFCRBECAUSE THE VERTICAL MULL WILL BE Ar X 4' X.288 MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER HOR12. // �/ MULLION TYPE COULD BE CHOSEN. REVISED 7�a vd* Ore FlszNdu 1) THE MILLION LENGTH 18 38 AND THE OPENING HEIGHT IS 3r+M'+r -100. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALTRIANGULAR LOADING MAY BE _ Cale �T C USED. FROM TABLE 9A. SHEET 13. THE r X C X 280' MULLION (0 LENGTH - 4r, OPENING HEIGHT -120) HAS A DESIGN PRESSURE OF +1-170.0 PSF VOUCH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLIOATIOK NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBB. 1.ro SEE DETMA 2) USE TABLE 88 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE (BTU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' Dab r3F 3 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X6 ANGLE CUBS WITH 1111 IS�AIeI1j7 (4) 3118 ULTRACON ANCHORS AT AN EDC±E DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 840 LEE WHICH IS GRAND GREATER, ATHEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 621 LBS 4) FOR THE U•CJP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHORCAPACITY OF 621 LBS.TABLE BB FOR THE U•CUP SHOYA9 THE ANCHORH�CAPACITY LtPENNG IS 1074 LSE WHEN USING 3 ANCHORS. VOUCH IS GREATER. AND THEREFOR SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS. THE t No. 88708 WIDTH FOR VERTICAL IUILL ANCHOR TYPE 18 A012 STEEL SOREW. = CA FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: 1184.7PSF FROMTHEVFRTICAI MULLION;��) 'O • O „�` , tof5 +1-1704 PSF FROM THE W HORIZONTAL MULLION ATTACHING TO CMU: O 9 +1-170.0 PSF FROM THE 38 HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).: s'••.... •' O THE LOWEST DESIGN PRESSURE N+/-84.7PSF AND WOIO.DAPPLY TOALL OFTHHEMUWONS. 's70NAL VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MriLIONS OR FENESTRATION fl, 1111111" PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLER, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON. FL P.E.O 68708 •006.0 • • • 0000• 0 • ••6.6 •6.61• •600•• • • I v, M 6e! �j T GCGCGC�r u T _m `NO I�— Illi nI'M _ M' ON't III f—� I. a I v, M 6e! �j T GCGCGC�r r TRIO DESIGN CONSULTANTS, LLC - C.O.A. # 27578 or. APPROVED [ ] NOT APPROVED [ ] APPROVED AS NOTED [ ] REVISE & RESUBMIT [ ] REVI R C LIANCE SIG NAT I DATE Designers r w is forge omarae with the design concept and contract documents M or comments stall not be construed as relieving the Contracto compliance with the project plans and specfficafions, not deparhues therefrom. The Contractor remains responsible for detalls and accuracy, for confirming and correlating all quantifies and dimensions, for selecting fabrication processes, for techniques of amembly and for perform q his work In a safe rttarM a 0000 • 0 000040 ••e• Y • • 00 ! • •• • 0 • • 00#000 •#•• 000000 • 0 • 0 411•!• •e••#• • • 0000 e•!• • ! • • 0061• •10• ••0e • • ••••Y • •• 0000•• • 0 ...... ... .... • • ee•••• •0000! •e • 6:000: 0 .0000• e • • •••• • of •••• r TRIO DESIGN CONSULTANTS, LLC - C.O.A. # 27578 or. APPROVED [ ] NOT APPROVED [ ] APPROVED AS NOTED [ ] REVISE & RESUBMIT [ ] REVI R C LIANCE SIG NAT I DATE Designers r w is forge omarae with the design concept and contract documents M or comments stall not be construed as relieving the Contracto compliance with the project plans and specfficafions, not deparhues therefrom. The Contractor remains responsible for detalls and accuracy, for confirming and correlating all quantifies and dimensions, for selecting fabrication processes, for techniques of amembly and for perform q his work In a safe rttarM a MIAMI.DADE MIAMI DADS COUNTY, FLORIDA i PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY I IW5 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) Vww.mlamtdade.eov/development/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- 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. PERA 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 "FD -101" Outswing Aluminum French Door w/ wo Sidelites -- L.M.L APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact', sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08114/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. • • • • 000000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .' . • ° "' • 00 LABELING: Each unit shall bear a permanent label with the manufacturer's J1@ ,fir 146.0We* , stat%... ; . model/series, and following statement: "Miami -Dade County Product Control Approved", unless -otherwise . noted herein. 000000 *600 • RENEWAL of this NOA shall be considered after a renewal application has been Mid and there has beeh':". ...... ... ..... no change in the applicable building code negatively affecting the performance of}lJis c duct • •: • • • •,.. TERMINATION of this NOA will occur after the expiration date or if there hwWm a revision or change • in the materials, use, and/or manufacture of the product or process. Misuse of this Nbit as att #Vd0&semettC • • • • of any product, for sales, advertising or any other purposes shall automatically tdvifift this NOA. Failu&...: to comply with any section of this NOA shall be cause for termination and removal a-fNOA.0 • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page I 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. 12-0516-02 Mt'p ECOUNW Expiration Date: October 18, 2017 Approval Date: August 30, 2012 6, Page 1 ;Jn V. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F TL -6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202--94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under prevdous NOA No. 07-0629.10) C. CALCULATIONS 00000.1. Anchor verification calculations and structural analysis, complying with FBC 2007 .'.and FBC 2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn • • •0 ° ,ler, P. E. • • ..:(Submitted under previous NOA No. 07-0629.10) • ° ... •,2. ° • Wdgzing complies with ASTM E130042/ 04 •.••• .•.. .•.. 0:::: • P: • • QU Y ASSURANCE oo "1. "Nfihmi Dade Department of Permitting, Environment, and Regulatory Affairs - si•..• • • :RRA). •...°• 00 • • • • ; 1K, . 0 0 MAVHVjkL CERTIFICATIONS .:001. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05121/16. Jaime D. Gascon P. E. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-3 0000 . . 0000 0000.. 0000.. 0000 . 0 0000 0000.. .0900. 0000 0000 . . . 0 0000 0000 0000. . 0 0000.. ... 0000. 0 .. 0000 ... 0000.. 0 9900900 0 . . 0 . 0000.. .0.... . . . . .0600. 0000 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-3 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . NOTES: OLITSWING IMPACT FRENt:Hb00R fb)^D &DE Lt;E(S) 9. GLAZING OPTIONS: :60 • • • • • • • • • A. 318" LAM[ NOM. (.402'7 CONSISTING OF (1) LITE OR U8° ANN • IALED GkASS Pial}3 AN .S99PVB IiJ TERLAYER OF DUPONT BUTACITE OR SAFLEXtKEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. 8.3/8" LAMI NOM. (.402) CONSISTING OF (1) LITE OF 118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTH E��Q G C. 7/18" LAMI NOM. (.488% CONSISTING OF (1) LITE OF 3/1'8°• •GII A$eFU AQ .OAtjFjV61NTERLAYER OF DUPONT BUTACITE OR 3AFLEXJKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS. • • • • • • • • • • • D. 7/18" LAMI NOM. (.4859 CONSISTING OF (1) LITE OF f10- HEAT• Tf j ftT®E*-D:3Li"LUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/l8° HEAT STRENGTHEN60oOLOA& • • • • • • • E.13/18° LAMI IG NOM. L840°1 CONSISTWG OF (1) UTE OF 3118° TEMPERED GLASS,114° AIRSPACE, (1) UTE OF 1!8° HEAT STRENGTHENED GLASS PLUS AN .080 PV13 NOA DRAWING MAP ® INTERLAYER OF DI NT BUTACITE PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.04. 3. CONFIGURATIONS: X_ , O X_,X XO, P?� X_ XO.OKX• OXO, AND OXXO. 4. ANCHORAGE: THE 331/39* STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: QTEST REPORTS FTL-4984, 6212 & 6884; ELCO ULTRACON NOA:11.0408.01,12-0126.09; ANSI/AF&PA NDS2W5 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM TOPIC SHEET GENERAL NOTES ............ 1 CONFIGURATIONS........... I GLAZING DETAILS ........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .......... ....... 3 VERT. SECTIONS............ 4 HORIZ. SECTIONS........... 6 PARTS LIST ............. ........ 8 EXTRUSIONS ................... 6.7 ANCHORAGE ........ ........... 8-10 DESIGN MANUAL. N S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY _a� HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AM =ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. = HEAT -STRENGTHENED B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. = TEMPERED TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. SITE BITE V 112" GLASS BITE a Iff 84 <]] L1LJ ` U-twEXTERIOR 94 1/8"AN. OR 3M8°AN.OR 1/4°AIRSPACE 3M8 HS. HS. GLASS3/18° HS. HS. GLASS GLASSS. GLASS 090 PVB INTERLAYER GLASS 090 PVB INTERLAYER GLASS 3/18° TP. GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR 118° HS. GLASS SAFLEXIKEEPSAFE SAFLEXIKEEPSAFE .090 PVB INTERLAYER MAXIMUM) MAXIMUM) (DUPONT BUTACITE) 318° NOM. 7118" NOM. 13/18° NOM. GLASS STACK GLASS STACK GLASS STACK 3/8° LAMI NOM. GLAZING OPTION A OR B. NOTE 1 7/16° LAMI NOM. GLAZING OPTION C OR D, NOTE 1 13/16° LAMI IG NOM. GLAZING OPTION E, NOTE 1 4 N _a� ❑ 4< 0. Z - o: B'i 0� 0 '4 a ������ D- 4c -� 18 r a J 9 co d UJI 0 to 0 oti O p � h Z 4Z z Z Q o ppCj 404 LL a _a� z � � 4< 0. Z - o: B'i 0� Z may'• '4 a ������ 4c BLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: XXX, O, OX XO, OXO, XXO, OXX & OXXO ,R DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E X WIDTH XX WIDTH 68 - 79 3/4" 170 - 83 314" 1 87 3/4" 1 91 3/4" 1 8° - 95 3/4° 3° 37 11TI 8° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75-01+75-01-75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 273/4" +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 361/8" +75.01-75.01+76.61-7&01+71.41-71.41+67.61-67.6 +64.2 -64.2 36 314" +75.0 -75.0 +74.9 -74.91+70.41 -70.41+66 6 -68.6 +63.1 -83.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.0 -75.0 1 +75.0 -753.01+75.0 -75.01+76.01 -75-01+75-01 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY APPROVED CONFIGURATIONS: OX XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 70 - 83 314" 87 314" 1 913/4" $° - 96 3/4" 2° 25112° 4° 47 We +58.6 -58.6 +55.4 -.%A +52.4 -52.4 +49.8 -49.8 +47.4 I -47.4 271/2" 51 314° +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 314° +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 43.8 +41.6 -41.6 2° 31 112" 5° 59314' +49.0,-49.01+462 -46.21+43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33112" 54 63 314° +43.1 .43.1 +43.1 -43.1 +41.5 -41.51+39.31-39.3 +37.3 -37.3 351121 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.11+37.51-37.51+35.6 -35.6 3° 37112" 6° 71314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 1 +34.0 -34.01+34.0 -34.0 O WIDTH GLASS TYPES A, B, C, D OR E 10 314" +75.0 -75.0 +75.0 -75,0 +76A •7&D *7&0[-.75.0 +z5.0 .45.0 123/4° +75.0 -75.0 +75.0 -75.0 +9§.0 -750�� 0 ; -7 .0 O -75.0 SINGLE SIDE LITE 19" +72.4 -72.4 +68.5 -68.5 +65.5 M) trob ,61.9 +49.Q.-99-0 21314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.01-55.0 +52.4 -62.4 27 3/4" +52.9 -M.91+49.9 -49.9. +47.a 647.2 +44.71-04.7 +42.6 -43.8 38118" +35.2 -35.2 +35.2 -35. 0*5.2 -35.2 ;•3S2 F4.2 +344 44.4 W 3/4" +34.01-34.01+34.01-34.01+:4.0 '34.0 4X1.0 X1.0 +%O 45 • • • • • • • • • • �i: K3 1. GLASS TYPES: A. 3W LAMI (118' A, .090 PVB, 3/1(° HS) B. 318" LAN (1/8' HS, .080 PVB, 3/16" HS) C. 7118" LAMI (SHS' A_090 PVB, 3118" HS) D. 7118' LAMI (311W HS, .090 PVB, 3/1(° HS) ® E.13/1W LAMI tG (3/1(° TP, 1/4' AIRSPACE.1/8" HS, .080 PVB, 3V1e' HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. O)UXO WIDTH - 73 U2" MAX. Oxo WIDTH =1091/2° MAX. XXO/OXX WIDTH -107 3/4" MAX. OXXO WIDTH =143 314" 3. SINGLE DOORS 33 518° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118• WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 6. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30' WIDE x 90' HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = 467.61-67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68' WIDE x 86" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70A PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE =+43.61-43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314' WIDE x 80' HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.11.43.1 PSF 6. FOR COMBINED DOOR AND SIDE UTES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E. SHEET 5 FOR REINFORCEMENT DETAIL. rnonucr�^'^ ry11om1�Pra�tra SE N O W W g o. CQ2 N z aC N iA 731JY j L -MAX. 3s 3/a° 371/2° �A SAX. 111TI HT. 95 3/4° 49 MAX. (fYP.) ... . . . ... . . •..... . % . . . . . . . . . . ••• ... ' 3f3l4° • 14°• i i �36� 4 —iiS Vi TE 3 i MqX MAX.a j rikk 49 E�O JOf 10 Ef 1 lE EI� 1 1 JE O X O SEE NOTE 4 OXO 713/4' MAX. 24i MAX. DLO (TYP) 36 314',___°_t• MAX IYJ JIY SEE I j rikk 49 E�O JOf 36 314',___°_t• MAX IYJ JIY SEE I 49 E�O JOf '--SEE NOTE 4 SEE NOTE 4 ---- MAX. 36 3/4° TOTE 3 MAX - '13 Ilr AX_ 38 314° MAX. 33 fV8° MAX B DLO (TYP.) G IG 95 314° MAX (TYP.) 84 XW MAX. X. DLO (TYP.) DOOR DLO HEIGHT -HEIGHT-113V DLO WIDTH W -DOOR WIDTH-121SH8° F r F DLO WIDTH WC -DOOR WIDTHP2 -115118° 1 0 SIDE LITE DLO HEIGHT= HEIGHT -11318° DLO WIDTH = WIDTH -3 V8° A --'X A 41 B 0 NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3• SIDE LITES OVERLAP W AND 90C DOORS BY 314° WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' 9000', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR'X' AND 90(' DOORS AS FOLLOWS: CX' DOORS = WIDTH - 5.848) (90C DOOR = DOOR WIDTH12 -4.079) i 95 314° MAX. (TYP•) NOTE 4 N D co 0 Q c6 go J N ILI o N LL ad 10 M O O 0= co U z0 Q r D?N F o r 04 o LL a a 92! fit d 0� ¢p '4 a ITERIOR 1 . • • SL-SJCT. B -B V GR 1 Rd1L . 0 ' '0' '0' '.' VMIN I MoAL INTERIOR SIDE LITE CLEAR-( SL VIEW G -G CORNER ASSEMBLY Ui AT HEAD/JAMB � r W �•V� 1 � y� a �oy�'t'b U AT SILUJAMB 8 2 Ir CO) 10 z O J 0 0 06 o z _❑ w o F ° = N w cal C d N N a � a me n 1 iZ ." z r W �•V� 1 � y� a �oy�'t'b � • MAX. SL WIDTH DLO ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . O w Z co va va OC U- O to a U O uj °O P Z O= W ... . . . . ... . . MAX. 7C WIDTH SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) J SL SECT. E -E ZJ HORIZ. (DOOR VW/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH SL SECT. F -F HORIZ. (SINGLE SIDE LITE) wnhftmrma 2-051(o N O FJ 0 (n O w Z co va va OC U- O to a U O uj °O P Z O= W V W zm z Q N O j 10 a =a O b •r2O. � fIJ` ., •. .•. TEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 2 1010 6Q300 WSTP.,Q-LON .190 X.376 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.30D HIGH 4 966 7966X FLUSHBOLT STRIKEPLATE 6 938 7938X 2 PT. LOCK STRIKEPLATE 8 956 79M FRAME HEAD STRIKEPLATE BACKING PLATE 7 712W3K 7832X12FPXP #8.32 X.600 PH. FL. MS - S.S. W/SILICONE PATCH 8 996 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 998 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL T•SLOT (AMSBURY#32011 13 11004A 611004M OUTSWWG THRESHOLD CHANNEL COVER 14 110D1A 411001A ACETAL SPACER .066 UNHOUSE INJECTION MOLDED) 16 11002A 411002A ACETAL SPACER .096 (INHOUSE INJECTION MOLDED) 16 11003A 11003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED 20 916D 60380 FRAME JAMB (OUTSWING)21 1010 6Q300 WSTP.,Q-LON .1� .376 MGH 21-6608 66WRM REINFORCEMENT, 1.0W X2.760 X0.660, 6061 T5 23 1140 7SX112PSATS 08 X 1.5W PH sQ A TIS 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 1118 71OMPFA #10 X.760 PH. FL SMB 27 7070 67070K SUL13 WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 8911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 11178 71058FP WB #10X.626 PH. FL SMS 34 913A 60378M TRuss CLAMP 35 1130 STRODA 6016.18 THREADED ROD 38 990 7890NMA 6116.18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT A X.76 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEADISILL & PANEL STILES) 40 1023 679240 .1 .187 X.260 MIUM. FNSEAL 41 1928 41720 SLIDE BOLTASSY. (INACTIVE PANEL ONLY) 42 1146 78X72FPAW #8X.600 PH FL SMS TYPE BOB 43 1212 7P30GG SILL DUST PL INACTIVE PNQ 44 9838 8983 DOOR PANEL ASTRAGAL 1(OUTSWWG) 45 084B 6984 DO R PANEL ASTRAGAL 5(OUTSWING) 46 1213 6Q200K WSTP.,Q-LON .180 X.200 HIGH 47 929 74USLOK LOCK SUPP 17 7941-9%• • 48 1139 7834F #8 X.760 PH. PL SMS • • • • • • • • 49 982 FD2PTAY 2 PT. LOCK ASS • • • • • • • • • 60 6R1SOFS RUBBER SLEME 51 930 41721 STRIKE PL INSERT URINE PANEL) 52 931 7FRSPX DEADSOLT STRIKE PLATE 53 1118 710X34PFA 1#10 X.760 PH FL.S • • • • • 64 957 709UX HANDLES PILE • • • • • • • • 65 1118 710X34PFA • • • • • • • • • 1#10 X.750 PH LrL SO -2 • • • • • • • • • • ••• • • • ••• • • ITEMDWG# PGT# DESCRIPTION 60 1920D 6920D SIDELITE HEADER 61 921D 8921 SIDELITE SILL 62 9166 60381 SIDELITE JAMB W 1166 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70898) 65 999 7999 SILL GASKETS PTOCKING 070989) Be 934A 61641M SIDELITE JAMB ADAPTER 87 #12 X 1.000 SHEET METAL SCREW 70 712W3K SETIIING BLOCK. 3132- X 114° X 1- W/PSA, 86 +/•5 DURO. 71 71267K SETTING BLOCK, 1/16° X 112 X 1- W/PSA, 86 +/-6 DURO. 7F 4222A 222 BEAD, 7116" 73 988 6988 BEAD, WW 74 40676 64087 BEAD, 13/1(° IG 90 ODURAK14 1/4 DURASEAL IG SPACER 91 SIP248 BULB, TFIN ED IN EXTRUDED BEAD) 92 988 64888 BEAD, INTERK)R 93 1224 8TP247 NEW. THICK (USED IN EXTRUDED BEAD), 65 +/-1 DURO. 94 GLAZING SILICONE, DOW OR 983 95 GLASS, 3W LAMI -1/8- A, .� PVB, IW HS 86 GLASS, 318° LAMI -1/8- HS, .90 PVB, 3/18° 113 ASS, 7118- LAMI - 311W A, .� PVB, 311W HS A8S, 7/18• I - 3118- HS, :90 PVB, 3116" HS 999GLASS,l3fl6"LAMIIG- 18- TP, 1/4- AIRSPACE, 1i8- HS, .90 PVB, 3118• HS 03 OFF- SHELF IDEAD BOLT LOCK .604--►{ 380 .ofi6–SII--� 13 OUTSWING THRESHOLD CHANNEL COVER 6083-T8 [-2.760-1 1 .860- 126 2Z TUBE MULL 6063-T6 VED He Rmrift N_ Q o a CL -� co 0 0 p, s6 O O O Z Qq V Q ~ J uj Icy, O SLL o �i IL • •• •• • • • •• •• • • • • • • • • • • • • • • • • 1,7160 ` i • • `• ` ` 1.75 ` i i 1.7500 0 '04 PRODUCTRENEWED 1.750 r{ _ � 1.820as c(moylas with ow No" • :. .. ' . ` 1.480 �{ I A taro Bwldhm D.51 (P. a50--{ � �' nemP�yrone a�c� • • i ` ` i e i • i • 4.728 O WEATHER 4.826 4.726 • • 4�7 • • • • • 37 STRIP CHANNEL • • • • • • • • • .062 3000 0� 8083-75 Y 04 4.000 '� 4,100 .062-• • s • • .100 ! 4.675 F- 4.675 0.375 U 4.100DOO 2UJAM� FRAME. 2.125 .125 (n o 5063-T0 lJC►� DOOR PANEL DOOR PANEL W o DOOR PANEL DOOR PANEL �_ r O 063.75 TOM RAIL 31 � Rb L O INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE ti to LL 6083-T6 0081-T6 32 6063-T5 41: ad O 1 600 1 -1.57a--iF- ti 3.855 3.111 .1261 1-.568 J-� f--.626 a �j 006 .750 L 050 ,� 0 1.400 n 650 .683 T .� r-.172 ® ap Z JS 050 �il�t- II OBO Z W FO_LER HEAD ADAPTER 34 TRUSS CLAMP 73 318° GLAZING BEAD 72 7/16° GLAZING BEAD 3.000 •8 O 1 Q 6063-T5 O 8083-T6 O 8083 T6 O 8083 TS - I a. C-4 ? O f►- 3.100 1.092 ►� 1.092 < cV ( 3.000 W GLAZING BEAD 1.4799 62 SL JAMB 6 74 6083 -Ts 1.272 72- O 6083-T6 1g7g ® ga .� � u3 830 �` �,•' 050 &459 .076 5.212 O 10. FRAM 5H� 6.085 .076 �� 1 4.586 4 J- 2.980 .050 .750 078 1489 .060 2 .489 Imo --3.100 _ ; z w o� Z 3•�� G' O SL JAMB � OUTSWING THRESHOLD SL HEADER SL SILL BG ADAPTER , ' ? ;' -0 d 11 6063-T6 60 Bpi -T6 61 898;1 T8 6063-76 �O ' ., �/ d HEAD ZONE -C--i Q Q Lu X o toN SILL -4 ZONE -C- SEE TABLE 3.. SHT. 9 51 z N �Z ONEi--ZONES-� �I OZONE -OZONE-F°�-Z ENE -i SEE TABLE 7.. SHT. 8 HEAD HEAD ZONE "D"—�-ZONEE -17--1 ;t XX z SILL SILL ZONE W ZONEE "D-~ SEE TABLE 4.. SHT. 9 HEAD ZONE "E°--1 L° t� O O N SILL ZONE "E° SEE TABLE 6« SHT. 9 HEAD -+- HEAD HEAD ,,ZONE -f 7nNF "n" 7nNF "F" a � XXO OR OXX N SILL Z&E "D° •Z(k1,E� • • Zd�, s • 6�E TABU 7 _SM. 9! • • • •• ••• •• • • • •• 0 z N HEAD ZONE °D°ZONE E°1 a z XO OR OX z N N SILL Su ZONEE"W ' ZONES"04 SEE TABLE S. SHT.-g HEAD ZHEAD ONE I' ZONE HEAD NE I OXXO 9LLSILL® �BILL ZONNE�ZONE°F"�ZONE"F"SILL4ZONNE- SEE TABLE 7. SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 314" x 83 3W" DOOR, WITH 19" x 83 3/4° SIDE LITES (SEE SOLUTION AT RIGHT) NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.114" ELOO TAPCONS 2.114" ELCO SS4 CRETE-FL€€X MASONRY ANCHORS 3.812 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FCtLOW§0*MIN. O d.FOQ 8QNCRE=Ej:•S49*Q MPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL):131/4" MAX. FROM CORNERS AND 231W MAX O.C. • • • • • • • • HEAD & SILL OF DOORS: S- MAX. FROM CORNERS,*r @AX. rWdASlNG4L CWE* *13:0 J8" MAX. O.C. HEAD & SILL OF SIDE LITES: S° MAX. FROM CORNER84AND 94 3/4° MAX. O.C. • • • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABUS ON SHEET 9. x - MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19° x 83 3/4- SIDE LITES "B" AND "E ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS: B. 713/4° x 83 3/4")O( DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH °F° ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+6+2 - (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • e ANCHOR LOCATION FOR EXAMPLE ABOVE A U����-- 777Z w �O 99 N Q N 0 U a I J Lu 0 N 06 O O v o� U. M 0 Lb 8 P � v- 0 U. O 0 d, -n �r•yh 'yo�� z . 9' ''. .... ,.:�,' !� ��� d ��iIi1PiOq�- <OXID N OZONE -OZONE-F°�-Z ENE -i SEE TABLE 7.. SHT. 8 HEAD HEAD ZONE "D"—�-ZONEE -17--1 ;t XX z SILL SILL ZONE W ZONEE "D-~ SEE TABLE 4.. SHT. 9 HEAD ZONE "E°--1 L° t� O O N SILL ZONE "E° SEE TABLE 6« SHT. 9 HEAD -+- HEAD HEAD ,,ZONE -f 7nNF "n" 7nNF "F" a � XXO OR OXX N SILL Z&E "D° •Z(k1,E� • • Zd�, s • 6�E TABU 7 _SM. 9! • • • •• ••• •• • • • •• 0 z N HEAD ZONE °D°ZONE E°1 a z XO OR OX z N N SILL Su ZONEE"W ' ZONES"04 SEE TABLE S. SHT.-g HEAD ZHEAD ONE I' ZONE HEAD NE I OXXO 9LLSILL® �BILL ZONNE�ZONE°F"�ZONE"F"SILL4ZONNE- SEE TABLE 7. SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 314" x 83 3W" DOOR, WITH 19" x 83 3/4° SIDE LITES (SEE SOLUTION AT RIGHT) NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.114" ELOO TAPCONS 2.114" ELCO SS4 CRETE-FL€€X MASONRY ANCHORS 3.812 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FCtLOW§0*MIN. O d.FOQ 8QNCRE=Ej:•S49*Q MPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL):131/4" MAX. FROM CORNERS AND 231W MAX O.C. • • • • • • • • HEAD & SILL OF DOORS: S- MAX. FROM CORNERS,*r @AX. rWdASlNG4L CWE* *13:0 J8" MAX. O.C. HEAD & SILL OF SIDE LITES: S° MAX. FROM CORNER84AND 94 3/4° MAX. O.C. • • • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABUS ON SHEET 9. x - MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19° x 83 3/4- SIDE LITES "B" AND "E ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS: B. 713/4° x 83 3/4")O( DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH °F° ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+6+2 - (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • e ANCHOR LOCATION FOR EXAMPLE ABOVE A U����-- 777Z w �O 99 N Q N 0 U a I J Lu 0 N 06 O O v o� U. M 0 Lb 8 P � v- 0 U. O 0 d, -n �r•yh 'yo�� z . 9' ''. .... ,.:�,' !� ��� d ��iIi1PiOq�- ... . . . •.. . . . .. .. . . . .. .. GLASS TYPES A. S. C, D. E GLASS TYPES ' r L, Q E, T�PE A,C, D, GLASS TYPES A, B. 4 D, E GLASS TYPES A, S. C, D. E ANCHOR TYPE 2,3, WOOD 1.2, CONC & SUBSTRATE ANCHOR TYPE .�3. : _ 1 & SUBSTRATE r ANPR TYFE 2,3, W 1, 2, 8 SUBSTRATE ANCHOR TYPE V. WOOD 1.2, C & SUBSTRATE ANCHOR TYPE 2.3, WOOD 1.2, CONC & 3UBSTRAI E DOOR WIDTHS LOADZONES DOORWIDTHS LOAD ZbN6 WIDTH LOAD2ONES DOOR WIDTHS LOAD2ONES LL DOORWff" LOADZONES ed 10 'r - 25.60 TABLE 3. X DOORS ® TABLE 4. XX DOOR$ , Qo TALE f} 4 SIDEJ.ITE ,& TABLE 8. XO & OX ® TABLE 7.0X0. XXO, OXX X DOOR OF 8 ' : : U & OXXO A l 0 (ALSO ,' , GLASS TYPES A. S. C, D. E GLASS TYPES ' r L, Q E, T�PE A,C, D, GLASS TYPES A, B. 4 D, E GLASS TYPES A, S. C, D. E ANCHOR TYPE 2,3, WOOD 1.2, CONC & SUBSTRATE ANCHOR TYPE .�3. : _ 1 & SUBSTRATE r ANPR TYFE 2,3, W 1, 2, 8 SUBSTRATE ANCHOR TYPE V. WOOD 1.2, C & SUBSTRATE ANCHOR TYPE 2.3, WOOD 1.2, CONC & 3UBSTRAI E DOOR WIDTHS LOADZONES DOORWIDTHS LOAD ZbN6 WIDTH LOAD2ONES DOOR WIDTHS LOAD2ONES LL DOORWff" LOADZONES ed 10 'r - 25.60 W � ")OL° - 47.75 •w • �- 1095 • • • °X -26.60 U 0 °x' - 25.50 a TO 37.50 TO 71.75 , • , A �. • , • a � , , TO 37.60 U TO 37. Q 4 wig '• d a j wQ Jjw o --m zs s i ,� �• J j-1 a jgggs jc, ..........ZIE 0' 35 -' • 0& ��� 1,� .... . Qom`` TO 71.6 S $ T IDE SLITS E .Dmro�p�qq,m ' ' LITE WIDTH x Hf. x >t 3 x x WIDTH x HT a WIDTH x Hi. o O O O WIDTH x HD'. O O x x O O x x WON x Hf. p 26.60 x 79.76 6 2 7 4 2 3 47.76 x 79.76 4 3 8 4 2 3 10.76 x 79.7 4 1 4 1 10.75 x79.7 4 2 4 2 10.76 x79.76 4 2 4 2 83.7 6 2 7 4 2 3 83.76 5 4 7 4 2 3 83.76 4 1 4 1 83.7 4 2 4 2 03.767 2 4 2 87. 6 2 7 4 2 3 87.75 5 4 7 4 2 3 87.76 4 1 4 1 87.7 4 2 0: 4 2 87.76 4 2 2 4 2 g 91.6 6 2 7 4 2 3 91.7 6 4 7 4 2 3 91.76 4 1 4 1 91.7 4 2 4 2 81.76 4 4 2cc 3 95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 96.76 4 1 4 1 95.7 4 2 $ 4 2 4 2 95.75 4 2 4 2 4 2 27.50 x 79.76 6 2 7 4 2 3 51.76 x 6.75 5 4 7 4 2 3 12.76 x 79.75 4 2 4 2 12.76 x 79.7 4 2 12.75 x79.75 4 2 83.76 6 2 7 4 2 3 83.76 6 4 7 4 2 3 :. 83.6 4 2 4 2 83.7 4 2 °F 4 2 .0 83.76 4 2 4 2 87. 5 2 7 4 2 3 87.7 6 4 7 4 2 3 87.75 4 2 4 2 87.7 4 2 ���pp 4 2 p�mp 87.7 4 2 m 4 2 m 91.7 6 2 7 4 2 6 M. 6 4 7 4 2 3 91.76 4 2 4 2 81.76;4 2 Ia 4 2 r 81.6 4 2 2 4 2 95.75 6 2 7 4 2 6 95.76 8 4 7 4 3 6 05.75 4 2 4 2 95.7 4 2 4 2 96.76 4 4 2 19.00 x 79.75 4 3 28.60 x 79.76 5 2 8 4 2 3 66.75 x 78.75 5 4 4 2 3 19.00 x 78.76 4 2 4 2 19.00 x 79.75 4 3 4 2 u 2 83.76 6 2 8 4 2 3 83.7 _7 6 4 7 4 2 3 8 7 4 2 4 2 83.76 4 3 4 2 83.7 4 3 4 2 87.76 6 2 8 4 2 5 87.7 5 4 7 4 2 3 87.76 4 2 4 2 87.7 4 3 4 2 87.7 4 3 4 2 91.7 8 2 8 4 2 6 81.76 8 4 7 4 3 8 91.7 4 2 4 2 81.7 4 3 4 2 91.76 4 3 2 4 2 85.76 6 2 8 4 2 6 86.76 8 4 8 4 3 b 9576 4 2 4 2 8676 4 3 X 4 2 95.76 4 3 4 2 21.76 x 79.76 4 3 31.50 x 78.75 6 2 8 4 2 3 59.76 x 79.7 6 b 8 4 2 3 21.6 x 79.76 4 2 4 2 21.76 x 79.75 4 3 4 2 O x 4 2 Luume 83.78 8 2 8 4 2 8 831.78 6 b 8 4 2 3 83.7 4 2 4 2 03.76 4 3 4 2 = 83.6 4 4 2 g 87.76 8 2 8 4 2 6 87.7 8 6 8 4 3 b 87.7 �4 2 4 2 87.75 4 3 4 2 -4-2 87.76 --l-2 4 3-4 4 2 4 81.74 8 2 8 4 2 6 91.7 B 5 8 4 3 8 91.7 5 2 4 2 91.75 b 3 91.76 5 3 0 4 2 0 95.7 7 2 10 4 2 6 96.7 B 5 8 4 3 5 .96.75 6 2 4 2 05.76 6 3 4 2 96.76 6 3.4 4 2 33.50 x 79.75 8 3 8 4 3 3 63.76 x 79.7 B 5 8 4 2 3 27.6 x 79.76 6 2 4 2 27.75 x 70.76 6 3 4 2 27.75 x 78.7 6 3 1 4 2 83.76 8 3 8 4 3 6 83.76 8 5 8 4 3 5 83.75 6 2 4 2 83.75 5 3 4 2 53.75 5 3 r 4 2 f 87.75 6 3 8 4 3 5 87.75 8 5 8 4 3 5 87.76 b 2 4 2 87.76 6 3 4 2 87.76 6 3 4 2 91.75 7 3 10 4 3 6 91.7 8 6 8 4 3 5 91.76 H 2 4 2 91.75 8 3 u� 4 3 u, 91.76 8 3 4 3 98.7 7 3 10 4 3 5 95.7 7 6 10 4 3 5 9&75 6 2 4 2 95.7 6 3 4 3 95.7 6 3 4 3 36.60 x 78 7 8 3 8 4 3 5 87.75 x 78.7 B S 8 4 3 6 3&13 X79.76 8 3 4 3 38.93x78.76 8 4 F 4 3 F 38.13 x 79.75 8 4 4 3 83.7 8 3 8 4 3 6 83.7 B 5 8 4 S b 8376 S 3 4 3 83.75 8 4 4 3 89 76 4 4 3 8 4 87.7 6 3 8 4 3 8 87.76 6 5 6 4 3 6 87.75 7 3 4 3 87.7 7 8 4 3 87.76 7 6 4 3 91.75 7 3 10 4 3 6 91.75 7 6 10 4 3 5 91.76 7 3 4 3 91.76 7 6 0 4 3 p 91.6 7 6 a 4 3 C 9&7 7 3 10 4 3 5 S&7 7 6 10 4 3 6 9&76 7 3 4 3 96.76 7 6 vz 4 3 95.75 7 5= 4 3= 4 3 37.50 x 79.7 8 3 8 4 3 5 71.75 x 78.75 6 6 8 4 3 6 3&75 x 78.76 8 3 4 3 38.76 x 79.75 6 4 Q zp 6 38.75 x 79.6 8 4 4 3 83.76 8 3 8 4 83.7 5 83.75 6 3 4 3 83.75 8 4 m 4 3 m 83.6 6 4 L� 4 3 81 87.75 7 3 10 4 U36 87.76 6 87.76 7 3 4 3 87.75 7 5 4 3 87.6 7 5 m 4 3 91.76 7 3 10 4 91.75 b "10 91.75 7 3 4 3 91.75 7 5 43 91. 7 5 4 3 9&75 7 3 10 4 95.76 5 96.75 7 3 4 3 95.76 7 6 4 3 85.6 7 5 4 3 APPROVED ANCHOR TYPES: 1.1/4° ELCO TAPCONS 2.1/4° ELCO SS4 CRETE -FLEX MASONRYANCHORS & #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. zfnw lZ° 04 o U l 0 I i(OR lic W Li] LU J V% LL ed 10 O � U 0 a a dN QN o U D Q o jc, ..........ZIE 0' 35 -' • 0& ��� 1,� .... . Qom`` 2X WOOD 134" 13/4" 2X WOOD 1 314° BUCK3.4 KSI MIN. CONC. E.D.- MW E.D:-1 SUCK NOTE 2 3.4 KSI MIN. CONC. MIN. W 1314' MIN. E.D. NOTE 2 1X WOOD BUCK, NOTE 2 3V TYPE 1 MODUCT RENIRM as ttwFlotlila IX 1W I SW TYPE 1 1 3W TYPE 2 12 1010 0; t BUCK NOTE 2 1 31,r TYPE 2 m k. ----------- 31 A-ept-- hl�*JN. IynDals 114"MAX. 114'MAX. SHIM 1/4* MAX 114° MAX. SHIM WOOD EXT. SHIM SHIM Zool M� TYPE -N OT OOD ANCHOR CONC. EXT. WOOD EXT. -CONC. TYPE + EXT. ANCHOR ANCHOR, TYPE 2 OR 3. ANCHOR NOTE I ZZ NOTE I NOTE 1 TYPE 2 OR 3, I 114'TYPE I OR 2(cmu) NOTE I DOOR HEAD (WOOD) DOOR HEAD -lWTYPEI(CONC) 0 I 3M" I 3f4- TYPE 2 (CONIC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 114'MAX. & 8 I/IV MAX. SHIM MIN. SHIM 1 114" TYPE 1 OR 2 CMU) 48 1/4MAX. HIMi I3f8MIN. IM MAX SHIM 1 3V TYPE I (GONG) 314- IAN. E.D. f E 2 (CONC) LU TT ': ­ .' - :::.'± 1 1 3f4"TYP WOOD CONC. ANCHORZ MIN. E.D. :3 ANCHOR . 4 Lu ON Ww CONC NOTE I I ...... '4 STAGGERED ANCHOR 1.6 KSI MIN. CMU OR LL CENTERS,- ON \-WOOD 3.4 KSI MIN. CONC. 10 C"i­ 40 TYPE STAGGERED 1314"MIN.E.D. 20113, CENTERS, --T ANCHOR 3/4' MIN. E.D. TYPE 0 Nuit i NOTE 1 20R3. 0 2X WOOD EXT. IX WOOD BUCK 1.6 KSI MIN. CMU OR 2X WOOD 0 _j NOTE a SUCK NOTE 2 NOTE 2 3.4 KSI MIN. OONC. BUCK, NOTE 9 IX WOOD SUCK NOTE 2 EXT. lu 1. 1, K.. DOORJAMB(WOOD) DOOR JAMB (CONIC) SIP_ LITE JAMB (WOOD) SIDE LITE JAMB (CONC) ox wz WOOD ANCHOR TYPE 2 CONIC. ANCHOR, Z 10 o w OR 3. NOTE 1 9 It WOOD ANCHOR TYPE 2 OR 3 NOTE I NO_ I O� 0 LL ANCHOR. NOTE I 1XWOOD EXT, BUCK, NOTE 2 EXT MAXEXT. 3 1 U- iw IM 141 MAX. IM MAX. 114*MAX. SHIM -,,,SHIM 3V TYPE 1' ® 318 MIDI.V •n, MIK % I W T)TE 31W TYPE I 3.4 KSI MIN --..,--:,13wTYPE2 CONIC. SUCK NOTE 2 ....... -WOOD BUCK NOTE 1314. 34 I 3K L2XWOOD KSI A 9i 2 COW DOOR SILL (WOOD) . DO . OR SILL (CONC) 'SIDE LITE SILL (WOOD) MIN. E.D. Qd SIDE LITE SILL (CONC) b Cwt NOTES: 00:000' 1. FOR CONCRETE INSTALLATIONS:IN MIAMI-DADE COUNTY*.USE ONLtMk4D4*tdj)INIS' 4PROVED ELOO 1/4' TAPOONS EMBEDDED 13/8" MIN. (TYPE 1) OR Iff S34 CRETE -FLEX EMBEDDED 134- MIN. (TYPE 2). THE MINIMUM DISTANCE fR9M.OEWEROF ANGHOR TO CONCRETE EDGE 1313/4°. FOR WOOD INSTALLATIONS USE . ............ #12 SCREWS, GS (TYPE 3) OR ELCO 114.884 CRETE*UDVoH(A*N%j*DI%l%gMfL QVt 2) 2. WOOD SUCKS DEPICTED AS Ix ARE LESS THAN I iW THICK. Ix WOOD SLICKS ARE'OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS j A. . DEPICTED AS 2x ARE I 1P2° THICK OR GREATER. INSTALtATtON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE V': rz AUTHORITY HAVING JURISDICTION (AM. z Z= 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MjkTERIAI.4119NOT W USE,(9, ?401 -METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) IS NOT *. I., z C G�R Ire :=K NON MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE 114,,THAt SU TRA TRANSFER SHEAR LOAD TO SUBSTRATE, IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BEW40EN TWE GROURANDAWOODOSUGS11RAVE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ek" 6000 • • 0060.• 0000 • 000000 •000 00••0. : •. • •: • TRI® AMN CONSULTANTS, LLC - C.O.A. # 27578 0006 000• •APPROVED 6666.. .6666 6666. ..`� - • .• • •• NOT APPROVED .. . ' • • . •.. APPROVED AS NOTED 0'0.0' .:...a •Q REVISE & RESUBIF 6666 f • I. ; R F/Yffi3jE 121114 • SIG DATE review b for conbmance w8h ft dedgn concept mW contract M or commends shill not be cwWNW as rethe r coffW*=e wqh rhe protect plans and speciricatiore, nor ttrerefrom. fie Contractor temahn mVonsbte for deta0s and occwwy, for confirming and oonelating a9 quantities and dirnendora. for setec* g fabdedon processes, for techniques of assemiy and tot peRom ing his work Ina safe mmm M®MMD MIAMI DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 2e Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _ PGT Industries 1070 Technology Drive Nokomis, 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 PERA- 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 (Lr 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. PERA 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 "SH 700" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIom Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft, above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been•Qlect and tbe% jas been • • no change in the applicable building code negatively affecting the performance of tbiWaduct. '.:..' ....:. TERMINATION of this NOA will occur after the expiration date or if there has teb6t revision tw chwo . . . in the materials, use, and/or manufacture of the product or process. Misuse of this NUA he an endWinent of any product, for sales, advertising or any other purposes shall automatically termit This NOA* Vail, tg :.. • comply with any section of this NOA shall be cause for termination and removal of in o • 669060 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Nunty, Florida, and • • followed by the expiration date may be displayed in advertising literature. If any portion ogib0 AdOA he • •' • displayed, then it shall be done in its entirety. 0' INSPECTION: A copy of this entire NOA shall be provided to the user by the manufer 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. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. NOA Na 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 10 Z� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-11322.06) 2. Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • along with marked up drawings and installation diagram of an aluminum single hung ..wihdow, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test • ; ; • ; ; ; , :..*port No. FTL-4645, dated 08/11105, signed and sealed by Edmundo Largaespada, ..:P.E. •. • •.. Submitted anderprevious NOA No.07-0322.06) • • • • • • •' • • 4. �' •'fbst reports on. 1) Large Missile Impact Test per FBC, TAS 201-94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 • • • • • • ...ung with marked -up drawings and installation diagram of an aluminum single hung • : • • • • : 'wigdow, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test ;....; .'.Reports No.'s FTL4649 and Yn,4723, dated 10/05 and 08/11/05, both signed and see: • ' : ' Waled by Edmundo Largaespada, P. E. •..• (Submitted under previous NOA No. 05-1018.01) t --Jahne D. GamA P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENtrF SUBMTTED B. TESTS (CONTINUED) 3) 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure )goading per FBC, TAS 203-94 6) Forced Entry Test, per FEC 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin flame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Subm tied under previous NOA No. 0540M01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin fi-ame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08110/05, both signed and sealed by Edmundo Largaespada, P. E. (SubmUted under previous NOA No. 05;1018.01) C. CALCULATIONS ; . 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA Noll -0128.03) 9999 D. QUALITY ASSURANCE • "" • ""0 I. Miami Dade Department of Permitting, Environment, and Regale 0 0 Affaers ' RA).• • • ; ; 996.0. 9 E. MATERIAL CERTIFICATIONS 0. 0 0 . 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont D9999VK8m9999 . ours & Co., Inc 0: • • . for their "DuPont Butacite® PVB Interlayer" dated 09/08/1 f 0 0 0 0" ing e O NP41/160.0 00 000 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc.�.fmtheir "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expuuv on 10.Si2�1/2016e • • • • 0 0 0 . . 000960 99 . 6669 . . 9999 Jaime D. Gasco i, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL--4958, FTL-5063, FTL-4645, FTL-4649, FIM -4723, FTL4947, FTL-4650, FTL--4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and OS -10I& 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. E-3 rQ- r . 8 Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 0000 . 9 0000.. 0000 9 . 0000.. 0000 90.... 00.00. . 0096. . . 0000 0000 9 9 0000. 0000 0000 . . 0000. ... 0000.. 9 0 . . 0 0000.. 0 06 .9 .. . . 0 ..99.. ...9.. 0000.. . 9 0000 .. 0000 E-3 rQ- r . 8 Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS I. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6118" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .09D DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER B. 6118" LAM[ CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 6J18" LAW CONSISTING OF (2) L17ES OF 1(8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PVB INTERLAYER D. 7118" LAW CONSISTING OF (2) LUES OF 3118" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7116' LAM? CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 0.13118" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 6118° LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER NOA DRAWING MAP H.13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 616° LAW CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE SHEET OF IV HEAT STRENGTHENED L-ASS WPTH A .080 DUPONT BUTACITE OR SAFLEX/KEEP8AFE MAXIMUM PVB INTERLAYER NOTE GENERAL NOTE8........._.1 1.13/18° LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITER OF 1!8" HEAT STRENGTHENED GLASS GLAZING S............2 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES....... 3 DESIGNIPRESS.......... J.13118° LAMI IG: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A _.. 4 ELEVATVERT. .080 DUPONT BUTACITE OR SAFLEX/KEEPSAF'E MAXIMUM PVB INTERLAYER SECTIONS_....._ 6 K.13/16" LAMI IG: (1) LITE OF 10 TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE HERR. SECTIONS___5 OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST»..............__.. S L. 13118" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7118" LAMI CONSISTING OF (2) LPTES OF 3118" HEAT STRENGTHENED GLASS EXTRUSIONS...............__ 7 WITH AN .080 DUPONT BUTACITE OR SAFLWMEPSAFE MAXIMUM PVB INTERLAYER DETAIL........._.. 7 ®CORNER M.13/16" LAMI IG: (1) LITE OF 1/8 ANNEALED GLASS, AN AIR SPACE AND 6118" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR ANCHORAGE..... 8-11 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER „. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) . A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33113%a STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4846, FTL-4848, FTL-4647. FTL-4848, FTL-4848, FTL-4860, FTL-4881, FTL4723, FT64967. FTL-4858 AND FTL4WW. ANSUAFB,PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL FRODUCrREVIlUD es amplyinwlth the Flmlde 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. Bwmft e No 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY =Do& ® HURRICANE ZONE (HVHZ) •• ••• • • • • • •• • •• • • • • ••• • Ill11I1 .o ••• • • s • • •• • • • •. • �'k: Q, to • • • io OF a d� tlammm] D 0FROLU A7E ♦;�/ NOTES ,07Q,om%m 10R11B �-- c �a/alvoFncAPMOEMMM To7Enw FJiQMHB nta,�aazlsALUM. '�'A�. ..o ,.rte 'I�FSSIONP�;�`�AK CW SINGLEHUNG W/N�W IMPACT B Tyl-Awv•NOM Bmp, msotywaeA. � LTWiA�F.I.�,I P.E. am* Fie JJ www • •• •• • • • •• •• �404Qs20 D FL P.EA 68706 ••• • • 0 ••• 0 • I Dr . .. .. . . . .. .. • • • • • GWSS SITE - 0 • • • • • • •• ••• • • • • • •• 118" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 1BP ANNEALED OR HEAT STRENGTHENED GLASS 6118" NOM. 6/16" LAMINATED GLASS DM. BRE or 112" NOM. GLASS SITE a ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3118" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) 3M S" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER WHIP ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 7/16" LAMINATED GLASS 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5/1I" LAMINATED AIR SPACE lAr ANNEALED OR TEMPERED GLASS 13118" NOM. 13/16" LAMI IG GLASS W/ 5/1W LAMI "a AlO CI AltnW WSIti11W am CMNWVa �� GLAWTYMTO7WWRWMHS t0nN01(on %FL3440a .r ADD MWfi2 7VW6LWLQclams aLAWll3N0W P.o.egx1648 ON o,• INOKQMB, FL84274 DM. SITE 3/1IP ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLU71A OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7M8" LAMINATED AIR SPACE 1/8"TEMPERED GLASS® 13/1I" NOM. 13/18" LAMI IG GLASS W/ 7/16" LAMI i10 -_GLAZING DETAILS ];-- ALUM. SIWGLEHUNG WINDOW IMPAC tonao Aug 1 2 of 11 4040-20 PRODUCTRBYISED ncomplyingw@ht he Plod" \.VNN....... SE ��. i •��EK.• * . NoAC � Q * �0 61 'aW �'%FSSlONP►� .�``� A. AiMILL , P.E. FL P.E.# 68706 IM FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGNT 83` 8r 8r 7a" 74• WID'T'H GLV,& 74" TABLL 'I. 78" 4r +60.0 -90.0 +60.0 -0.a +60.0 4.0 +80.0 -KO +80.0 4 0.0 40.0 •00.0 +60.0 -0.0 +60.0 -80.0 Br +79.9 79.9 +70.0 -70.0 +50.0 -80.0 +80.0 -80.0+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •60.0 +79.0 79.0 •88.8 +87.6 47.8 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.8 77.3 +75.0983 ur I +80.0 1 •80.0 1 +80.0 -80.0 +80.0 -60.0 +79.8 •79.8 +782 78.2 +78.9 -78.9 +75.4 76.4 +1'4.0 74.0 UPT063118 C,D,E, ,G,H,I,J,K,L +80.0 •80.0 +80.0 -W.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -81.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW "Now WIDTH GLASS TYPE 318" 44" 80 81r 83` 72' 74` TABLE 2. 78" 4r A,S,M +60.0 -90.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0. 60" A.B.M +80.0 -11.0 +80.0 -N.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 or A, +80.0 40.0 +60.0 -80.0 +80.0 40.0 +78.9 -7(3.9 +70.0 -70.0 +888 •88.8 +87.6 47.8 es ur I +80.0 -W.0 +80.0 40.0 +80.0 40.0 +78.0 -78.0 +08.0 483.0 +88.7 •88.7 +85.5 48.8 UPT063 C.D. F, ,H,I,J.K,L I +80.0 1 •80.0 1 +80.0 -80.0 +80.0 430.0 +80.0 .80.6 +7p.0 70.0 +70.0 70.0 1 +70.0 -70.0 .o- MEETING RAIL HT. "X° �H IGT, MEETING RAIL � - T -H CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION,& TABLE 3. BASED ON FLANGEEDWINDOW IP TO -TIP ." DIMBN$IONS WT. WINDOW HINGHT IMW9 BARN HOONT 9" WINDOW NT. W! BASH + 78• FLAMED AND 78• IWBOM F[N) MINUS WIDTH GLASS TYPE 171/8" 1 22 11118" 28 3118" 1 33 314" 39 8/1r 4413F18" 1 80 31r 1 8818!18" SASH 631/8" D,E,F,J,K,L 1 +80.0 140.0 1 +80.0 140.0 +84.0 1 -80.0 1 +80.0 140.0 1 +70.0 1 70.0 1 +70.0 1 -70.0 1 +70.0 1 70.0 1 +70.0 1 70.0 HT. HT. MEETING RAIL G11 4 LASS TYPES! TEST N ORTS TABLE 4. "x" H A. 6110' LAW - (1/8°A..090,1101A) FTL.4847, 4848, 4723, 4957 B. 8118° LAMI - (1/8°A,.090,11rH8) FTL4847, 4848 C. 8118" LAMI - 1/8"H8,.09D,11rH8) FTL4647, 4848 D. 7118° LAMI - (31110A.000. FT44845, 4886 I?. Wir LAMI - (311WA,.M. 3/10314S) F71,4845 0. 13118° LAMI IG • 1/0' T, AIR SPACE, 8J1r LAM[ -(i1rA,.090,IWA) FU4648, 4723 H.1818" LAMI 0.118° T, AIR SPACE 1010' LAMI - (iffA,.0SQ lffHS) M4540 L 13V1r LAMI K1- V0' T, AR SPACE, 6110' LAMI - (lffHS,.090.lWHS) FTL4w A 1311V LAMI IG -118" T, AIR SPAM, Wr &W. PrA.W. dWif"4• • FTL4849, 4880 K 13Hr LAMI 6 -1/0' T. AIR SPACE, 71'Plly LAME"S..*0)' FiL4849, 4880, 4988 L. 13/1r LAW ie • 118° T. AIR SPACE, 7/18 iJ1 6 1'MIb.-M, 300 •' FA4848, 4860 LKYII�cm IaLrcf:w�j NOTES: 1. WINDOWS WITH THE L4V BILE PTION Aft LOW TV POWTIyE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFE EDt • • • • • • • • 2. FOR INTEGRAL FIN D*jG4P4ftL*E4 USE:HC A$O* TABLES BY DEDUCTING 1- FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTWOROCUSTOM+INNDCWS ARE012 W01AINIMUM TO 31r MAXIMUM. • 16ZB NOS, �B�I 000 0 • 0 ••• • • a ww I NMI 3 • I4 I 4040-20 ttutl� \.lt4N 44,1 * : Ho 5105 10 A. L4 '941 P. E. FL P.E.E168706 519/8" h1AX. 6LAN0ED I OTH 40 SW MAX. FIXED• • • • • • • DLO (ALL) b'a', • • • • • • • • I SEE DLO TABLE SEE DLO TABLE (MAX.) L SEE :• 7W • • •�• •• g �J Hel • : : : 'SEE L� • • ® 78' MAX • TABLE • 17ir' 411/4° 407/8" •�,; 625180 ..::•: HEI . • •' • • • SEE LO H HEI HT LOW SILL HIGH SILL T mix oy X j 4 481/4° MAX. VENT DLO (ALL) DETAIL B DETAIL A VIEW STANDARD SASH 1/1 s 76' MAX I.F. HEI T O % I ® MAX. SEE DLO TABLE X j I 20° SASH HEIGHT t3 DETAIL D VIEW (CUSTOM SASH) SEE DLO TABLE SEE DLO TABLE E-1 DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 CARE BASED ON A THREE OVER TWO FORMAT. NacO►k118, FL84276 Gia N07ESADDN0TE4. NOFL 84274 AX. 3ED HT EE EVA77ONS 76' MPJ( C� O j I.F. A 1 34 9/2" E HEIHT SEE TABLE Q 41114" 17ir' 411/4° 407/8" FLAN 625180 5211/18" HEI 521/4° 1 52 5/18° SASH X j 20" SASH LOW SILL HIGH SILL HEIGHT 341/2' 34 3/18° DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 CARE BASED ON A THREE OVER TWO FORMAT. NacO►k118, FL84276 Gia N07ESADDN0TE4. NOFL 84274 AX. 3ED HT EE EVA77ONS DETAIL C VERTICAL DAYLIGHT OPENING C SEE DLO TABLE C� O j L A 1 34 9/2" 34 3/18" SEE TABLE X DETAIL C VERTICAL DAYLIGHT OPENING DETAIL DCED LITE LOW I SILL HIGH SILT. A 1 34 9/2" 34 3/18" B 41 6/8" 41114" C 411/4° 407/8" D 625180 5211/18" E 521/4° 1 52 5/18° SASH DETAIL LOW SILL HIGH SILL A 341/2' 34 3/18° B 277/160 271/8" C 27 7/18" 271/8" D 183/8' 153/4" E 16 3/8' 153/4' TABLE 5. ILUM. SINGLE HUNG WINDSIMPACT sr NTS 4a 11 4040-20 76° MU I.F. a v�vl0� dire litmida t►►►tl * : No. 55705 � P.• _: ,off •.:..... ONA�- A.LY O►ml91 ►K P.E. FL P.EJ 68706 �2;7W --j NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM 26 27 LOCKS, (1)8° FROM EACH SIDE OF SASH NOTE: BALANCE PARTS USED INSIDE MAX VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT INSIDE 9,10,11,15,16 31 M 2AX .710° FoTD LITE 7, 8 OR 17 DAYLIGHT 25 OPENING OUTSIDE 25 MAX. FIXED LITE DAYLIGHT OPENING ---►� r• MAX. WIDTH SECTION Aad 6 OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE 23 47 50 MAx. HEIGHT 21 2. I HIGH r30 OUTSIDE I BILL MAX. VENT 49 48 DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OUTSIDE OPENING 28 68 2.710° ®I.F. FRAME q 11Y►�Nlmkla 53PRODUCrRUVISIM OUTSIDE lldin8 Colo G)� AcocP 53 • �. ... 2.e4a° (HIGH SILL) 63 a atcwaro� (LOVItSIIli� .. . . .. SF NQL�Ad4 ..' 64 � LYNN 4q 3 31• • ULlfRALIFT • • • 12 QN ULTRALIFT Q� SECTION •' •Y : •: 12 ONLY SECTION C -C _ �c ; 140.58705 (STOP LOW SILL SHOWN) ALTERNATE HIGH SILL RA- L FLANGED (HEAD DETAIL -FLANGED VERSION) — _ rif� f�lllf D IYDClfaYQE97►H33Ffl ! AF00 iN6TE V& f� NOKOMI8. P T ECTIONS �•' S.rgr' 0.�� •. �OR�o?:•' C��� C Roomm JJL tom 84778 ALUM. SIAGLE HUNG WINDOW IMPACT FK a a.M.�: ame cno�vsa�,�nlaa�aieegt.acontioa►®ur� : aee Po.e�c�sae s aweao .ure a." m I p�1(CMIB,FL84Zf4 yk/jyg,. /S�S��ONAZ-���� A LY1vro M1L4pL �P.E �. FA a"" J.t TI13VD7 ... . . . ... . . 91!700 H 6 • 11 4040•ZD D FL P.E.# 68708 �-2.784--�{ I 7. 082 O FLANGE FRAME HEAD #4002A, 6063-T8 i -2.764 --►I 7 1 1.7,19 �3 FLANGE FRAME SILL (LOW) #40030, 6063•T6 2.710 11.613-�-� .738 .082 - - xQ. 82 490 ,040 1 O SASH STOP O SASH STOP COVER O FLANGE FRAME JAMB 7 #4026, 6063-T6 17 #4053, W03 -TO #4004,6003-T5 (USED AS RADIUS TOP HEAD) 9.342 .082 —5 2166 1 or 47 ® I.F. FRAME 6or50 SEALANT ALONG ENTIRE JOINT I.F. FRAME,& - I 6or50 SEALANT OR GASKET I AT HEAD AND SILL LVIEW D -D VIEW E -E (1/1 8 VIEW HEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION - - - - .60 .878 2.3281 1.098-�+--►{-T .ore l9 41 GLAZING BEAD, 5/16" #40398,8083-T6 1.979 '062 O SASH SIDE RAIL 31 #4008, 8063-T5 I .060--- Am 1.098-��--� 42 GLAZING BEAD. 6116" #40448, 606345 (USED W/ GRILL KIT) n21 FIXED MEETING RA 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOM #4064A, 6063HD-T8 #40060, 8063HS-T8 #4007,6063-T6 030 .878 T O GLAZING BEAD 7/16" #4222, 8083-T6 t+--2.784—� • 69 FLANGE FRAME SILL (HIGH) #4060A,608&T8 • • • 0 • 0 0 • ITiTPs�Y •— • 9$ �A �Nt:RAIL (HIGH) #4051A 6OWM Q707EaMKOLaOYMa • • • • • • • 4WMA FL34M P.o.ewct�e waKontB, a s�4 1 .ob0--►.878 1.115�� F 45 GLAZING BEAD 7/16" #9860, 8083-T8 (USED W/ GRILL KIT) 46 GLAZING BEAD, 13/11 94087, 8083-T6 IMPACT aww I HB!/ 1 7 4 11 1 4040.20 1 D WELD ALONG BOSS (2) MODUc9 REVtsI as cam•7 wUh Ure FI0m8 * ; ►do. 56706 ' thrrr. OF A. LYMHILA P.E. FL P.E.# 68705 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: FOR 1/1 FLA"EpMW2WS • • • • TABLE L WINDOW HEIGHT 28.603 ...34603. . :40,493 . . 46.803 52.603 58803 64.603 JAMB BELOW 78.000 cg0 2Oci $ V ' z U U � U -p U ON8z to— L) 8` � U Z aor4 ZWINDOW vv cm z i z $ `N U o U _z p` WIDTH GLASS TYPE C,D,E,F,G, 1 1 1• 1. 1 :1. :1 { .1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,kJ'K,L 121 11 1 12 —11222122222222222222222222222222221 _1_ _1 2233 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 1 7 1 1 ARM V1 1 2 1 1 'T11 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 C,D,E,F,G, 1 1_ 1 . i 1' 4 .1; .1 '1 1 1 1 1 1 1 1 1 1 1 1 24000 H,I,J,K,L 1 2 1 1 1 2 1 iZ 1 Q 2 2 2 2 22 _1 2 2 2 _1 2 22 2 2 32 2 _1 2 2 2 3 2 2 2 3 3 3 2 2 3 3 A,B,M 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 _1 2 2 2 2 2 2 2 2 ,1 2 2 2 2 �1 2 2 M1R 2 3 �1 2 2 �1 2 2 2J3 2 2 2 3 3 3 2"i 2L 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121222231222231223232223232223332233343233343344 CA,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 2 37.000 HAJAL —11-2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2L4 2 31313 3 4 3 3 3 4 3 5 _1 3 3 4 4 A,B,M 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ;21 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2323233 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4PS C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 2222322232322 33232323242333342334353334453344 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 ABM 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 273 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 H,I,JK,L 22222223Z22323223324233334233334353334453445A,B,M _2 _2_84.000 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t22 2 2 2 2 2 2 2 2 22 22 22 32 22 32 32 2 3 3 2 42 33 33 42 33 3 3 4 3 5 3 3 3 4 4 5 3 4 4 b PSF 79 79 48.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 222222232223342333342 334 342334 353334363345483455 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2_ 3 2_ _.22222222322233423333423343423343334353345463455 A2i2 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 _2 _ 3 53.125 H,I,J,K,L 222222232223342334 342334343334353344483445483456 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 2 2 2112 2 2 2 3 2 L2 211 3 4 12--3 3 E4 3 4 121 3 4 3 H :3L3 3 4 3 5 3T3 4 4 4 5 :3L3 4 6 4 8 734- 4 b CNANi7E6 P.o.9gx+ti2e NpCOAAB, FL 94274 aww I NTS 18 -t 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114" ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX ® 3 - 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181%1° MAX. FROM TOP CORNERS JAMBS -17112" MAX. FROM TOP CORNERS UP MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF TE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMTED) 118 ODUCTREMW oMVlying with thn FI• w HEAD 2 JAMB ABOVE 2 3 � MTG. RAIL JAMB BELOW MTG. RAIL p`° ud (FULL DP) HEAD 2 \�.�`y �,'(NNMg "'/� JAMB ABOVE 2 3 �' MTG. RAIL ' JAMB BELOW MTM. RAIL b) 4W b1l' DCwS' 'i Q•FLOOR.., ' OS100-- o IMPACT �. A. L1fWINIIRWP\.E. - 4040-20 D FL P.E.# 68705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE & ANCHORAGE NOTES: 3 3 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS _ 2 -1/4" ELCO S84 CRETE -FLEX WINDOW HEIGHT 37.155 44.655 52.155 1 .856 87.155 74Am "'r I.uru I L- HEAD 76.000 SUBSTRATE. ----.,29.655 ANCHOR TYPE. ® 3 - #12 SCREWS ` 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 15"MAX. FROM BOTTOM CORNERS 0°MAXBELOWMTG.RAIL ®SILL - ANCHORS NOT REQUIRED 3INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF O V V O N NO` - $N cU] U V ��`-Uni V O V NU`'Uni U O U U NU`-U�i$NQPON O S V Uy V O (U� U �U�Oc�i�7NO�OnP C) OO G(7� $p V c(7� V UU O �U`'8 V cU7 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H'I'J'K'L 1 _1 1_ 1 1 1 1 1 1 1 2 2 _1 2 1 1 1_ 2 2 2 2 .__i. _. 2 1 1.... _--.-•.1 2 2 2 2 1 2 2 2 2 1 2 2 1 2 2 1- 1 2 2 2 2 1 2 2 ^1 _ �1 2 2 3 Z _1 Z 2 -1- 3 2 1 3 2 —1 - 2 2 -1 3 2 A,B M 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 2221 _1 _ 22222122222222222222222222322232322232 _1 MTO'RA _1 2 2 2 • 2 •2• •2• 2 2 2 3 2 2 2 2 2 3 2 2 3 PSF 79 A,BM FULL DP ttl�tll 111 1 7 1 22 2 332 33 43333443344443344444354444354 24.000 NOTE 2. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR C,D,E,F,G, H,wJ,K.L 1 1 1 1 —IF1 ill 1 1 2 2 1 1 1 1 1 2 2 2 2 1 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 1 1 1 3121-3'1'*2 2 2 1 1 3 2 3 2 1 2 2 1 3 2 1 3 2 1 1 2 2 3 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®�1"LESS. 8. DESIGN PRESSURE LIMITATIONS: A,B M 1 1 1 1 1 1 1 1 1 1 1 1 1 53.125 1 1 1 1 1 9 9 1 1 1 1 1 1 1 1112 2 1 1 :211 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •2 •9 9 •3• •2 2 3 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 1 11 222222333333443344443344344544354644354 PSF 68 77 d%2 C,D.E•F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 2 1 1 g22 1 1 1 1 1 1 1 1 1 32.0w SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE 1 1 1 1 1 1 2 2 2 2 2 3 :21--2 2 2 3 3 2 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 14:3: A,B M 1 1 1 1 1 t22 1 1 1 2 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 2 2 2 3 2 2 2 Z 3 3 2 2 3 3 3 3 22 3 3 4 3 3 2 413 4 3 3 2.4J3 PSF fig 67 C,D,E,F,G, 1 1 1 1 1 2 1 I 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J.K,L AVAILABLE. 11 1 111 2222232223332233333343333233433243443243 A,B,M 1 1 2 9 2 2 9 2 2 1 2 2 1 2 2 1 2 2 9 2 40,000 HAJ.K.L1111 11 222222232233332233433343333343443343443363 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111222222232233332233433343333343443343443353 TABLE KEY. 44,000 H,I,J,K,L 1 1 1 1 1 1 2 21-212[272 3 3 2 2 3 3 3 4 2 3 3 3 414131314131414 3 3 4 3 4 4 31314131414 3 3 5 4 "'r I.uru I L- HEAD EVLIam 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Firm e A,S,M JAMB ABOVE�w I.A. %WtI8 11 1 1 11 222222332233342333443343443343443343443364 MTG.RAIL1 PSF 45 74 51 74 79 79C,QE,F,G, JAMB BELO48,000 2 2 2 Z• 2s 2. 2 2. 2 •2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 H,I,J,K,L 111 1 11 2222 3343333443344443344444354444354 MTO'RA 2 2 2 • 2 •2• •2• 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,BM FULL DP ttl�tll 111 1 7 1 22 2 332 33 43333443344443344444354444354 %*, y LYNN M141 HEAD 2 PSF 41 67 46 67 76 79 JAMB ABOVE 2 2 �` O� ••''ase'' •, �`r; • ., 1c C,D,E,F,% 2 2 2• 2•• 9 2 3 2 2. 3• 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 H,I,J,K,L MTO. RAIL ��c �t yg106 11 1 1 11 - - 222A4 3 44 344443344443344554354 554354 LCLNo,.11 �c'roi�iy� i'0�.�"pP : •(j21 %O ., Ftoa�O•� A,B M 2 2 2 •2 •9 9 •3• •2 2 3 3 2 3 2 3 2 3 3 2 3NlrO 1 11 222222333333443344443344344544354644354 d%2 can rhaftbw It 7'MNI D N0CMVGE'8N0S#f1ET taror DRIVE Ra s tao> spaRuAlm � ANCHORAGE SPACING STAMAW WIEW JA oorouii c ,Ft ALUM. SINGLE HUNG WINDOW IMPACT ' sSfONP4�?�` FA 1f/f&W 8 $ P.O B¢lc IGN "s�e ar,e • • • • • • • • • • • NOKOMS, Fq 844 A LYNN MILI , P.E. FL P.E #58706 Vtdbly Barer aa,.arwe b�I7AD amw NTS 9 a 19 ma.owm 4045•20 rsm D FJG lam J..L ZrA9r07 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: ABOVE MEGTdNG-RAIL E@D &AAMBSI CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINCIDWNEM MINUS SASH HEIGHT FROM TABLE 8. 17.126 , .2 , .754 39.296 44.839 50.382 55.925 G V Z'ZOZZ0c4z-z Noov yl U be 8• G V 8 8 U-U-c1 No U D oc%r'2 U O U NWWDOWZZM pU U C U Z�O G �U Z U WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 _._..____ 1 1 1 1 1• -......_,�,._.,_._. 1 •i2+ 1► 1 F• 1• 1• •1 4 ._�_ �_,_.,_,_,_. •2• 2•• 2 A2 1 9 2 1 2 1 2 1 3 1 2 1 3 1 3 1_ 2 1 3 1 3 1 3 1 3 24000 D,E,F,J, K,L 9 9 1 1 1. 1 1 2 • 2 1 2 • 2 4 2 1 2 •.1 2 • 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 '-T­'-T-' 1 1 3 1 3 1 4 D,E F J, . 1 1 1 1 1 1 2 1 1 1 2 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 32.000 2 ' 1 1 9 2 •2 2 2 2 2 3 212 .. —�2r- •3 e 3 3 3 3_ 2_ 3 4- 3- 4_ 4- 3- 4 5 3 5 3 3 PSF 3 3 4 3 • 3 4 40.000 • • • • • 0 • 1 3 3 2 1 3 3 1 3 3 4 3 3 4 1 3 T 4 4 1 3 1 4 44.000 2 2 88 2 2 78 2 2 3 2 37.000 D,E,F,J, K.L 1 1 1 �1v 1 1 2 2 .1 _, 2 2 _ 3 , 2 ,2 3 _ 3� 1 3 _2 4 2 3 1 3 2 3 21. 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 2 2 PSF 3 4 3 1 791 79 3 79 3 4 5 79 53.125 73 88 1 72 40.000 D,E,F,J, 2 2 2 2 2, , 2: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 ;:3 3 3 4 3- 4 4 3 4 4 3 6 4 4 5 5 4 8 PSF 79 78 79`. -: 79 79 79 44.000 D,E,F,A 2 2 2 2 2 2 2 2 2 2'" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4� 4 4 3 5 4 3 5 5 4 6� 6 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 9' 2 2 2. 2' -2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 4 4 5 4 b 5 4 8 5 4 6 6PSF 71' 79 63. 71 79 64 74,-88 8953.126 DE,F,J, K,L 2 2 2, 2 2" 2 3 M-4 2 8 3 2 332 3 3 2 3 3 2 3 1 1, 1 2 2 2 3 4 1 4 1 6 4 b 1 8 5 8 I 8 1 b 1 7 8 1 6 7 ANCHOR QUANTITIES: AT :JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT SUBSTRATE. 12.776 e!- = 15.7/6 1. 18.716 1 1.776 24.778 27.776 30.77$ 31.108 ANCHOR TYPE. WINDOW o �N.-tv'".is'"}z,+'�ia$��aP�I`���a$"$c�`�•- v`; o 0 0 0 o i� c� c� 0 0 0 0 �j WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 1 2 1 2 2 1 2 2 2 1 2 1 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 1 2 2 1 2 1 2 2 1 2 2 2 22 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 212 3 3 3 2 3 3 2 3 4 2 3 4 213 37.000 2 1 79 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74- 4 2 2 2 2 3 2 1 3 3 2 1 3 3 1 3 3 4 3 3 4 1 3 T 4 4 1 3 1 4 44.000 2 2 88 2 2 78 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 63 72 79 2 2 1 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 1 3 1 4 53.125 73 88 1 72 2 2 1 2 2 2 1 2 1 3 3 3 4 3 4 4 3 4 b 3 4 5 3 5 5 1 3 al ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114° ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - 012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD -18112" MAX. FROM CORNERS JAMBS -17112" MAX FROM TOP CORNERS 11 112" MAX ABOVE THE MEETING RAIL 8" MAX BELOW MTG. RAIL 18" MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND S. USING THE DIMENSIONAL CRITERIA OF NOTE Z USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5V MIN. TO 38" MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL. FIN DIMENSIONS ARE 1" LESS. 8. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 1 2 JAMB ABOVEJ 2 MTG. RAIL FULL DP HEAD2 JAMB ABOVE 4 MT13. RAL > "Od,m bdi"code t%• -td ® TABLE 8. KEY: MAX PSF (DP LIMITED) 112 JAMBELOWI 211 111 1j MTG. RAIL `N � � ; ••�GFNSS i .. �;. _ * : Nc.6s706 A. LYNkMiLW P.E. FL P.E.# 68706 FULL DPIe JAMB BELOW 2 MFG. RAIL i►aaShfiFT ANCHORAGE SPACING, CUSTOM VIEW » srT 107Nacsauwx �, rA. ALUM. SINGLE HUNG WINDOW. IMPACT waxy W FLaax�4 ►�tstb� Bem� NTS 101 4040-20 3.35 KSI MIN. CONCRETE EXTERIOR INTERIOR 2 ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK WOOD ANCHOR 1 ®(SEE NOTE 4)] r(SEE NOTE 2 & 3)® 13/8° MIM,1/4' TAPCON • _ •9.314° MIN.,1/4° CRETE -FLEX OPTIONAL 1x WOOD BUCK"~` � jIQ (SEE NOTE 4) — —L DETAIL A ` '', �. DETAIL B TYPIC F ° GED HEAD ANCH ►GE a 11M �N' as • • ■ • •• 1/4° MAX. SHIM . 1/4° MA.SHIM Ir�rrl . • . �: bO? RETEI�iOR, ! F IIL FH W*OING I RAIL- (SEE'NO*E 1 & 3) SWIM AT CORNERS .`� �0.• pENB�•' •.'Q � • • • • • • • • AND S' O.C. � �\ � WITH-SOI.rD C�VCHA7E�'j V. ® ,� �, 1 3/8° MIN. 13/8° 1/4' MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -BADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED 1/4° ELOO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4°. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4' SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL 1F UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL. SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005 WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 335 KSI MIN CONN E ° ip dR16KSi:MIN CM®. x BUCK OPTIONAL INTERIOR ",-2 r• Ue (ALL JAMB DETAILS) 2x WOOD BUCK EXTERIOR m SUBSTRATE (SEE NOTE 4) _ =' (SEE NOTE 4) DETAIL C _ DETAIL D .131° DUI. MIN. x 2112° NAIL, AT CORNERS AND 5' O.C. .1310 DLA. MIN. x 21Pt° NAIL, AT CORNERS AND 5° O.C. 1/4° MAX. SHIM FRAME .•• as • • ■ • •• L.131°DUI. MIN. L Ir�rrl . • . �: 1/4 x 21/2° NAIL, MAX SWIM AT CORNERS .`� �0.• pENB�•' •.'Q � • • • • • • • • AND S' O.C. � �\ � DEVC F ;HEAL}• V. � � DETAIL E, (JAMB) DETAIL G. (SILL) _ k ;' No. X705 _ • • TYPICAL INTEGRAL FIN ANCHORAGE ® = �.d �., , 11 - '��O.t� ' •.. FIOR\�A •aC%?� ''��`s ONX%- wm d oa• id. 14014/11 b NO C HAAfM TW 8HEET o�oor owve tom rEt S.FLM ANCHORAGE DETAILS isww7ms... ...... NO Ch4NM ALUM. SINGLE HUNG WINDOW, IMPACT sJA FJc 11H9/08 Imm umr e age Wh Fi s�aasa q A LYNN MUMI�t; P.E. y, g ew•ean ewK m� w s r F.K B/1 • • • • • • • • • J� BMW 0 0 81000 NT8 47 ' 11 4040 ZO D FL P.E.#88705 r ...... • .... . . TRIO DESIGN CONSIETANTS, LLC - C.O.A. #E 27676 .. •. 00 ... el • NOT APPROVED • ••• • • • •• [ ] APPROVED AS NOTED Yf ••• ••f! !f!f ' (] EVISE & RESUBMIT w v 1111111!1�• *boos* f • • DAIE 0:000: sn ••f!•• ' f'o • 00 (ey 14� **to as f@ue*g�tltf�t..C,.omac1o*00: armam dbeewdWW aid cardmd ���(f�01�1`i'^ ��R�m.pft #WOM �d r w�nnwu�mv��wn'�i fesponsUe tot dna and aaa=y. and =*a" all Qoa{n�fi{ti�w w . � a per. fol teChNgales 01= aaembly and 10r plffORnln� hla taadt In a ante nlCMK