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RC-19-2188—�`Jjy.��'MR�� f J��$" _i_ ``� k,?��',.T_ s.'�-YF ��—'�' i ��-�.fi7�� ' a<' y►�� ver��'�� . { �.�' 6 V �' t" < �+.�il✓� "RY' �"'Cr'. i � :ii�s �,-'r_r�4�� S` � �r i M1.a !� �� ''wM,4 �� ;Mrt �y k�'?�7!-;�'i�...,..'4•'•it�,`�sh:�#<4 ..i:4i.� �t+'tiSF.1`. T'� "S.�'�'�'' ...3. .. ... ...� ,.aT'e'!' « ,k -7, :� y �1�"�'�^-ti+�r+1 Certificate of Completion Miami Shores Village i � 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972i'` _ { Building Inspection Department •;}�� Description: REMODEL KITCHEN REMODEL BACK PORCH ' Permit Type Building (Residential) Bldg. Permit No. RC-09-19-2188 F�ti •.* �;� Contractor SPAZIO HOME INC Owner ANNE M MENNES ` I Subdivision/Project Date Issued 08/04/2020 t Construction Type V-B Occupancy Single Family , Type Square Footage 225.00 Flood Zone X t= Location ' � - I If the building is located in a special flood hazard area documentation of the as -built lowest floor 258 NE 100TH ST elevation or lowest horizontal structural member has been provided and is retained in the records of ; E " + Miami Shores Village. 41 Miami Shores, FL 33138 g :C This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the 'r y ►ORES time of issuance this structure was in compliance with the various ordinances of the jurisdiction ' regulating building construction or use. � •.�, -.,� �. Building Officials Approval Ismael Naranjo, CBO;;•, r Not Transferable POST IN A CONSPICUOUS PLACE IW;C 44 ,.''S Yr T T�4 "4?'!�''~`'�,�. _ ,f'Y �I.,� r" �:+ •�j.� •►. ••• ''['`t►,. i a J+ •••t� • ,i? 7 k '�+�'+��-i :!!�x�: �� K �✓�i"' � ��"a�v��t'�'� � h" "!�±* ,"�r .! �T{ r�•;�� Y Yap .�- ! Sv'��•'' CrJ'C IT`---•'-+�,1 .`y �qr ,,,; 'a' r t: :T� `'t�' ylf. '1�+1.:�,• S . �:, ,,.. /_ '71.4:x ��t e`�''Vi^:`1 '" ri►�l`.Sp.%l?'. - �� ^1 w4A.v �.,1�, r ��.� Z,Y'�r ).�. ��. )e; P•ih� r :. •LL p`.� t �+�'s�~*,Cv��! !t'.=�'�.1��*�)-�ttirir.�rr � 4�� rj�. ��UY__�FF+�,+� �.f,x!M�,N�.ti 1�W•.�' �:. '�,�LL^�'l'e�� Itc . a •� "�. n� r ,die♦ a ✓ r' nro RC-09-19-2188 Miami Shores Vlilap TYPO Building suwe+rg o.ann�nT It , Wbrkcllasai) t 10050 NE 2 An* on MYntNSl+or�f FL ll1la 1 1.--- i°emw Status A Iss— Date Z12112020 Lnwes 0311812020 INISPECTION REQUESTS (30gM40M of bs on 0 Wpm Mble�l.enevA.Vwhrw�9w�►ooMltsKv� RM*Mft ^Mt tO nOW W 0, ] Wpm WORK IS At LOWED MONDAY rHRouam FRDAY S OOAM - ' WM SATURDAY II 00AM • B OOpM NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS SULDMC AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY NO INSPECTION WILL BE MADE UNLESS THE PELT CARD 16 DISPLAYED ANU HAS BEEN APPROVED PIMIS ARE REAMYAWY ABLE IT 16 THE Peme AppucANT"S RESPONSOUTY TO ENSURE THAT WORK ISACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES NEITHER THE BULD04 OFFICIAL NON THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL ON REPLACEMENT OF ANY MATERIAL PEOUIRED TO Al LOW INSPECTION Owner's Awn*: ANNE MENNES Job Address: 258 NE 100TH ST Miami Shores. F L- 33138 Contnctog*) SPAVO HOME INC POST ON SITE 1132060134460 Ownoes Phone: (305)458-1190 Total Square Feet: 225 Total Job Valuation: S 35 200 00 Phone Address (305)582-4488 7715 NW 56 ST. DORAL, FL 33166 Description: REMODEL KITCHEN REMODEL. BACK PORCH /n ,�.� v� jet � ✓ DY r tt-4 11f 7„ 6w k s /k/ IRNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE CF MMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ) POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 'ORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF WMENCEMENT. 1 Of 1. INSPECTION RECOR _ Foundation Slab Columns (1st Lif ) Column.. r?nd I i tl Tie Beam TruSS/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid all Firewail Wire Lath Pod Steel Deck Pool I Fence een Enclosure ay way Base Cap Progress f Installation fing Final tiers Attachment of Shutters and Guardrails comps ance DOCUMENTS Bear Ctrt Treatment Cert Elevation Survey f Unit Mas Cert ation Cxrtificate Survey SUN Tuss Certificat►on STRUCTURAL COMMENTS INSPECTION C#TE INSP tkttachnient INSPECTION DATE INSP Excavation 041 ERION DATE INSP Tart war Pole opoo 31) Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Under round Footer Ground Slab Wall Rou h Ceiling Rough Rough ('J Telephone Rough Telephone Final TV -Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRKAt COM ENTS 'A 6A V1Q i Cx %IAX 1 D IOIR, Caw. Final Sprinkler I Final Alarm INSP Water Service 2°' Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains LP Tank Well Lawn Sprinklers Main Dram Pool Piping Backfiow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS a --. INSPECnON I DATE INSP Underground Pipe IRouRh ',,. `J-{ /1 7 1 1 11 1 L(L I Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum r� Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 02/21/2020 Parcel Number 258 NE 100TH ST, Miami Shores, FL 33138 1132060134460 Contacts Permit NO.: RC-09-19-2188 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Expiration: 03/18/2020 ANNE MENNES Owner 258 NE 100 ST, MIAMI SHORES, FL 33138 Mobile: 3054581190 SPAZIO HOME INC Contractor JUAN CARLOS ORRIOLS 7715 NW 56 ST, DORAL, FL 33166 Business: 3055824488 oscar@spazioconstruction.com Description: REMODEL KITCHEN REMODEL BACK PORCH Valuation: $ 35,200.00 Inspection Requests: Total Sq Feet: 225.00 11 Fees Amount Application Fee - Other $50.00 CCF $21.60 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $15.84 DCA Fee $10.56 Education Surcharge $7.20 Permit Fee $1,006.00 Scanning Fee $57.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Technology Fee $26.40 Total: $1,424.60 Payments Date Paid Amt Paid Total Fees $1,424.60 Credit Card 02/21/2020 $1,374.60 Credit Card 09/20/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANIC, WtNBQVWS, DOOR"OOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing jfiformation is regulating construction and zoning. Futhermore, I authorizthe above na at all work will be done in compliance with all applicable laws to do the work stated. ci Authorized Signature: Owner / Applicant / 9 Date February 21, 2020 Page 2 of 2 Mmecl 12ozo BUILDING PERMIT APPLICATION �Fc Miami Shores Village Building Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 n Master Permit NoRc - © 0( - I C? Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Z 5 Q 00 S A City: Miami Shores County: Miami Dade Zip: 3 3) 3 lS Folio/Parcel#: If (J1/i 3, 2- 06 D /.3 y 6^ 0 Is the Building Historically Designated: Yes NO Occupancy Type: ✓IT' , lLoad: Construction Type:1 �1 11 (3 Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): e4jj'-- --k 1 re yr ut -e 4 Phone#: Address: 7 �� J(11 �10.0 5, f City: �:)-11.-�c �^ State: zip: 3 13 Tenant/Lessee Name: Phone#: Email: 4 CONTRACTOR: Company Name: 2,1 C2 G�,..�,� Phone#: �7 S y • 2- Address: i 7 / s /V H/ 9'6 S 1- City: (, ).-- Qualifier Name: f r l-0 l (. Zip: `33/4. G Phone#: -State Certification or Registration #: e, Q L' / Z 6/5—/ I Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �",35 zz- U Square/Linear Footage of Work: Z Z S—0 Type of Work: ❑ Addition LJ Alterr/atio NN Repair/Replace El Demolition Description of Work: C �-�--- u Specify color of color thru tile: Submittal Fee $ 45b' c. D Permit Fee $ CCF $ Z� �� CO/CC $ SD Scanning Fee $ Radon Fee $ ` �(0 DBPR $k 5 - 9 y Notary $ Technology Fee $ 26 - T 6 Training/Education Fee 0 • e6 Double Fee $ 99 Structural Reviews $C:b - ciO Bond $ !� TOTAL FEE NOW DUE $ L • NO (Revised02/24/2014) 1 _. Y Botrlding 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 in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature i OWNER or AG T The foregoing instrument was acknowledged before me this 111 day of &a- 120 19 , by Anne- nne- wriy tz! who ' personally known o me or who has produced as identification and who did take an oath. NOTARY Sign Seal: commlasiolr EGG 020091 My Comm. Expires Aug 29. 2020 Bonded through Nar,onarNotary Assn Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 1!!J by v alv- r7-6 rc who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Seal: JENIFER L. LONGA MY COMMISSION 9 GG 088652 i" EXPIRES: July 29, 2021 -''` t l�• Bonded Thry Noury POW Underwrfbn as Tqt-0124� APPROVED BY Plans Examiner \� l Zoning Structural Review (Revised02/24/2014) Clerk Mission: Toprotect, promote & improve the health of all people in Florida through integrated state, county & community efforts. oncta HEALTH Vision: To be the Healthiest State in the Nation January 10, 2020 (Oscar Longa) 7715 NW 56 Street Miami, FL 33166 RE: Contingency Letter Application Document No: AP1457279 Centrax Permit Number: 13-SC-2022970 OSTDS Number: 258 NE 100 St Miami, FL 33138 Lot: Block: Subdivision: Ron DeSantis Governor Scott A. Rivkees, MD State Surgeon General APPROVED FLORIDA DEPARTMENT OF HEALTH IN MIAMI DADE COUNTY PERMIT #AP I 5 Z — "TFI ---1- 4 Dear Applicant: This will acknowledge receipt of an application dated 12/12/2019 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. No objection for interior remodeling as per your Floor Plan. NO BEDROOM ADDITION. NO FLOW INCREASE. Property will remain with three (3) Bedrooms as per office of the property appraiser. From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (786) 315-2412. Sincerely, Jesus e n nde"a,ng� ring ialist II Florida Department of Health www.FloridaHealth.gov in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACE BOOK: FLDepartmentofHealth PHONE: (305) 623-3500 FAX: (305) 623-3645 1 YOUTUBE: fldoh Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Ow ' -her State of Florida County of Miami -Dade The foregoing was acknowledge before me thisy day of 20 �. By N�/VN2 n_J4_3 who is personally known to me or has produced t'./t__ as identification. Notary: SEAL: _J N rntC. U� Spazio Construction LLC 7715 Nw 56th Street, Doral, FL 33166 +1 8009280417 oscar@spazioconstruction.com www.spazioconstruction.com ell � r rr co 2,S � -3 MIAMI-DE MIAMI-DADE COUNTY o ;,. 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) 315-25 NOTICE OF ACCEPTANCE (NOA) www.miamidad,%&W/ PGT Industries, Inc. I 1070 'Technology Drive RECEIVED ; � North Venice, FL 34275 . T. SCOPE: SEP 2 0 iu'.J�LA This NOA is being issued under the applicable rules and regulations governing the materials. The documentation submitted has been reviewed and accepted by Miami - Product Control Section to be used in Miami Dade County and other areas where allow Having Jurisdiction (AHJ). 0• • • • Chis NO:1A shall not be valid after the expiration date stated below. The Miami—Vede Cotfii�y* Produ,*'. • • • Control Section On Miami --Dade County) and/or the AHJ (in areas other than Mia i� Q Cc�u:+rty�•reserve '. .....6 the right to have this product or material tested for quality assurance purposes. Lf tr 9 product q matert�l fails to perform in the accepted manner, the manufacturer will incur the expense of `w Ao testimi and.the AYl'..•, may immediately revoke, modify, or suspend the use of such product or material *,O �cA the jt.r_-:sdictioc.... RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade L M ity Prp*ui t! jContr* 4: • • Section that this product or material fails to meet the requirements of the applicable euiiting code " • This product is approved as described herein, and has been designed to comply ,viti! �z1�e Florida Building..: Code, including the High Velocity Hurricane Zone.- 0 ; • • • • • : MSCRIPTION: Series "CA-740F Fixed Casement" Aluminum Fixed WindovP' L.;I.I. • • • APPROVAL DOCUMENT: Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details - I_,M", sheets l through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, si`ned 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNILN'ATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AID ERTISEMENT: 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 NOA916-0629.22 and consists of this page 1 and evidence pages E-1 and in F.-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.15 M1 MiDAoe CouNTY ,,. Expiration Date: April 11, 2023 r,.J .{, Approval Date: October 12, 2017 i� 1�17 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.11) 2. Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS .... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loadingpe YBC, '1'A�•:02-94...... 2) Large Missile Impact Test per FBC, TAS 2C2-94 ; . • •. • 3) Cyclic Wind Pressure Loading per FBC, TN. q3-94 • along with marked -up drawings and installation diagram of a W.X sliding gLass do;)T'••; a PVC fixed window and an aluminum sliding glass door, using.-+odispa(!�4SG TP6•. spacer system, Durasealo spacer system, Super Spacer® NXTt".spIcer sySt�and Xi'.. .... .... .. EdgeTM spacer system at insulated glass, prepared by Fenestratp"Testing i aboratory,.•.•.. Inc., Test Reports No. FTL-8717, FTL-8968 and FTti-8174, dated J 1/l6/1:..:. 06/07/16 and 06/02/16 respectively, all signed and sealed by $laln'is Ort;ga, P.E. ;• ••; .. . . .. (Submitted under previous NOA No. 16-0629.22) • 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 a series CA740F aluminum fixed casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and seated by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), and with FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Man4erlleq4, P.E. Product Con rol Ex finer NOA - 614.15 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS ' . .. 1. Statement letter of conformance, complying with FBC 51h E� Ao.; (20f.4).•9 d with... .... FBC 6" Edition (2017), dated August 29, 2017, issued by n!V fdcturer,'signed a: td.... sealed by Anthony Lynn Miller, P.E. . • • • • • • • • • 2. Statement letter of no financial interest, dated June 9, 2015, by did%uf{acturer.,... signed and sealed by Anthony Lynn Miller, P.E. • •; • •, 000900 • • • • • 3. Proposal No. 16-0125 issued by the Product Control Section, JAe*(TMarch !V,'2016, signed by Ishaq Chanda, P.E. ' ' • . . . . ...... (Submitted under previous NOA No. 16-0629.22) G. OTHERS • • • 1. Notice of Acceptance No. 16-0629.22, issued to PGT Industries, Inc. for their Series "CA-740F Fixed Casement" Aluminum Fixed Window - L.M.I. approved on 08/11/16 and expiring on 04/11/18. Manuel P9-61P4. .E. Product ControlnerNOA Na. 115 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E - 2 5/, GENERAL NOTES: SERIES 740 DESIGN PRESSURE RATING _ IMPACT RATING VARIES, T--RATED FOR LARGE & SMAI L IMPACT -RESISTANT FIXED CASEMENT WINDOW SEE SHEETS6-10 MISSILE IMPACT RESISTANCE 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO 60" WIDTH -- -�- - 53" VISIBLE LIGHT WIDTH (DLO) -.- 4" MAX _-+� a �-+- B, SEE SHEET 2 4" MAX. 19" O.C. MAX. IF JAMB IS OVER 60". r- I --1----------------------- -� A A, SEE 69" I / SHEET 2 VISIBLE I I LIGHT I HEIGHT I / (DLO) 23" O.C. MAX. IF JAMB IS 60" OR LESS. 23" O.C. MAX. IF LB 19" O.C. MAX. IF HEAD OR SILL -+-► �-- HEAD OR SILL IS 60" OR LESS. IS OVER 60". TYP. ELEVATION OF FIXED CASEMENT WINDOW TABLE 1: • • • • • • • • • 00 EXTE 711 GLASS 76" HEIGHT 7116" 118" ANNE TEMPER[ EXTERIOF a r ,C • •' • •: ' •: ' •' qao TXs es Sheet # 1 5/16" Lami (1/8 An - .090" PVB - 1/8 An) 6 2 IT1.S a?&13/16.Ao -*CV" SQp"3/jaAn) 8 3 711KCarr-, (31.16•H$ .. 90".Sj „3:16.81HS) 9 4 7/8"-Lami; IG (1/ An r . /16" - 1/0 An - .090" PVB - 1/8" An " 10 5 7/8" Lami. IG (1/8" T - 7/16" Air- 1/8" An - .090" PVB - 1/8" An 7 6 7/8" Vjgi. jG (3/.16." A ; /4" Air - 3116" An - .090" SG - 3/16" An 8 7 7l8" Lefni. iG (31;16; jb:i - 4/4";air-�16" HS - .090" SG - 3116" HS 9 8 7/8" Li:•ni.. 3G i6: 1:- V;" P;,'5,; 6" An - .090" SG - 3116" An 8 9 7/8" Lar;i_►G (3r16" of--i/4 gir - 3M 6" HS - A90" SG - 3/16" HS 9 "PVB"= TROSIFOLe- PVB INTERLAYER BY KURARAY AMERICA, INC. INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. V EDGE INSTALLATION DISTANCE I~'— EDGE DISTANCE OPTION 2 AS REQUIRE PER TABLE SHEET WINDOW HEIGHT VIS LI( HEI (D INSTALLATION ANCHORS DIRECTLY INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. CONCRETE/CMU PER ANCHOR REQUIREI,ENT < a T . a. EDGE DISTANCE ' •v EMBEDMENT OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS SEE DETAIL Al. BE 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK A%TP BE CONSIDERED 1X INSTALI•ATIONS+ 1l( VYOQ&B1C4S At OPTIONAL. UN+$ MAV•B4IP:S=Eflw DIRECA.YTQSLBt,T;ZAT9* VQOQODAU'CKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHA�tt4E-DeSIGNE0T0f'itOPEP4.Y • TRAMSFERZOADSTI3 TI'eSTR0r.TU:E; W04D:3U(:V•DtStogAODJNSTZLI AlOy IS THE RESIPONSIBUTY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM Tt-I4�K�ESST O BE 1/4'. • • • •• •• • • • •• •• 114" MAX SHIM 4 10" MAX.�— DETj A' VI HORIZ r FIXED CASEMENT (0 FIXED CASEMENT / CASEMENT (OX) AWNING / CASEMENT / FIXED CASEM I ; WINDOW HEIGHT I I WINDOW WIDTH 740 SERIES FIXED CASEMENT WINDOW FOR SINGLE UNITS: EXTERIOR a 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN 740 SERIES PRESSURE FROM THE TABLE FIXED LABELED "DESIGN PRESSURE CASEMENT (PSF) FOR SINGLE WINDOWS, ALL WINDOW ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT FIGURE 1. 1 740 I � 740 SERIES FRAME SERIES FIXED ASSEMBLYCASEMENT CASEMENT TUBE WINDOW" WINDOW I� 64V� I � FIGURE 2. I 10", SEE NOTE 7, THIS SHEET "SEE PRODUCT'S NOA FOR INSTALLATION SPECS MIN. #12 X 1" SMS THROUGH INSTALLATION HOLES • 009 • • • • • . MIN. # 12 X 1" SMS • • TH64"UGH IlS:AUA*rION: • : :• 0 : : :HQLtS; • s EXTERIOR FRAME ASSEMBLY ID TUBE HORIZONTAL SECTION C-C •740 SERIES CASEMENT 740 SERIES ' AWNING WINDOW` - -- D FRAME r ASSEMBLY TUBE - D 740 SERIES -CASEMENT �- WINDOW* E I/ � FRAME ASSEMBLY E TUBE 740 SERIES �~ FIXED CASEMENT WINDOW 10 SERIES WNING ANDOW` FRAME ASSEMBLY TUBE W SERIES ASEMENT IINDOW" EXTERIO a I rut_t. cry. Window Anchors Required (37" and Less on Short Side Dimension) Short Sido Anchor Type under 23" 25-15/16" 27-3/4 29' 31-1/2" 33-1/2" 34" 37" A B C D A B C D A I B I C D A I B I C D A B C D A I B I C JD A e I C D A I B JC D under 23" Long Side 2 2 2 2 Short Side 2 2 2 2 25-15116" Long Side 3 2 2 2 3 2 2 2 Short Side 2 2 2 2 3 2 2 2 Long Side 4 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 1 5 3 3 3 35" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 Long Side 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 5 4 3 3 5 4 3 3 37„ Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 6 4 3 3 6 4 3 3 6 4 4 3 7 4 4 3 7 4 4 3 7 5 4 3 7 5 4 3 7 5 4 3 44" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 6 4 3 3 6 4 4 3 7 4 4 3 7 4 4 3 7 4 4 3 7 5 4 3 7 5 4 3 7 5 4 3 44-114" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Lon Side 7 5 4 3 8 5 4 3 8 5 5 3 8 5 5 3 9 6 5 3 9 6 5 3 9 6 5 3 10 6 5 3 53-1/8" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 8 5 4 4 9 6 5 4 9 6 5 4 10 6 5 4 10 6 5 4 10 7 6 4 10 7 6 4 11 7 6 4 58„ Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 9 6 5 4 10 6 5 4 10 7 6 4 11 7 fi 4 11 7 6 4 12 7 6 4 12 7 6 4 12 8 7 4 63" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 10 6 5 5 10 7 6 5 11 7 6 5 11 7 6 5 V 8 6 5 12 8 7 5 13 8 7 5 13 8 7 5 CO 66-13/16" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 C Long Side 10 6 5 5 11 7 6 5 11 7 6 5 11 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 13 9 7 5 67 1/2" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 10 6 5 5 11 7 6 5 11 7 6 5 12 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 14 9 7 5 68" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 10 6 6 5 11 7 6 5 12 7 6 5 12 8 6 5 13 8 7 5 13 8 7 5 13 9 7 5 14 9 8 5 70„ Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 10 7 6 5 11 7 6 5 12 8 7 5 12 8 7 5 13 8 7 5 14 9 7 5 14 9 7 5 15 9 8 5 72„ Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 11 7 6 5 12 8 6 5 12 8 7 5 13 8 7 5 14 9 7 5 14 9 8 5 14 9 8 5 15 10 8 5 74„ Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5- 3 3 3 5 3 3 3 5 4 3 3 Long Side 11 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 14 9 8 5 15 9 8 5 15 9 8 5 16 10 8 5 76„ Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Lon Side 12 8 7 5 14 9 7 5 14 9 8 5 15 9 8 5 16 10 17 11 9 fi 17 11 9 6 18 11 10 6 fg„ Short Side 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3• 3 6 5+ • a• .3. 3 5 3 3 3 5 4 3 3 Long Side 17 11 19 12 10 7 20 13 11 7 21 13 11 7 23 14 12 • B 24 •1 r .13. 24 15 13 8 26 16 14 9Short 114" Side 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3•3• •5 .3. .� 5 3 3 3 5 4 3 3 134„Long Side 21 13 J22 23 14 12 8 24 15 13 8 25 16 13 9 27 17 14 9 29 18 15 10 29 18 15 10 5 3145" .� . ;'. Short Side 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 Long Side 22 14 25 16 13 9 26 17 14 9 28 17 15 9 29 •19Short Side 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 •3• 3 .3 TAQI C q -__ - Min. Min. Min. Anchor Group Anchor Substrate Edge O.C. Embedment Plate Distance Distance Required? S. Pine 8" 1" 1-3/8" No 6063 Alum. 3/8" 518" .063" No #12. steel SM5 1G5} _T5 TABLE 3: (cont-) Min. Min. Anchor Min. Group Anchor •• • Substrate . . . • . .Edge • O.C. Embedment Plate . ... Distance Distance Required? • • 9!yir. • �" • 1" 1-3/8" Yes #12, steel SMS (G5) ....u�o r.an cc cAAc 6tt63-T5 Aium. 3 8" 5/8" 0713" Yes 3) BI 1} WHER THAN OI` TADI c ou• Window Anchors Required (Over 37" on Short Side Dimension) Anchor Type 40" 44" 48-1!4" 53-118" Short Side 54" 60" 63" A B C D —A--F-B7 C D A B C D A B C D A B C D A B C D A B C D A B C D under 23" Long Side Short Side 25-15116" Long Side Short Side 35" Long Side Short Side 37" Long Side Short Side 44„ Long Side 7 5 4 3 1 7 5 4 3 Short Side 6 4 3 3 7 5 4 3 44-114" Long Side 7 5 4 3 7 5 4 3 Short Side 6 4 3 3 7 5 4 3 53 118" Long Side 10 6 5 4 10 7 6 4 10 7 6 4 11 7 6 4 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 58" Long Side 11 7 1 6 1 4 12 8 6 4 12 8 7 4 12 8 7 4 12 8 7 4 13 8 7 4 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 11 7 6 4 13 8 7 4 Long Side 13 8 7 5 13 9 7 5 14 9 7 5 14 9 8 5 14 9 8 5 15 9 8 5 15 9 8 5 15 9 8 5 63" Short Side 6 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 11 7 6 4 13 8 7 4 13 9 7 5 15 9 8 5 Long Side 14 9 7 5 15 9 8 5 15 10 8 5 16 10 8 5 16 10 8 5 16 10 8 5 16 10 8 5 16 10 8 5 66-13/16" Short Side 6 4 3 3 1 7 5 4 3 9 6 5 3 10 7 6 4 11 7 6 1 4 1 12 8 7 4 13 8 7 5 14 9 8 5 Long Side 14 9 8 5 15 9 8 5 15 10 8 5 16 10 8 6 16 10 8 6 16 10 8 6 16 10 8 6 16 10 8 6 67-1/2" Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 7 6 4 11 7 6 4 12 8 7 4 13 8 7 5 14 9 7 5 Long Side 14 9 8 5 15 10 1 8 1 5 16 10 8 5 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 681, Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 7 6 4 11 7 6 4 12 8 6 4 13 8 7 4 14 9 7 5 Long Side 15 9 8 5 16 10 8 5 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 70" Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 7 6 4 10 7 6 4 12 7 6 4 12 8 7 4 13 9 7 5 Long Side 15 10 8 5 16 10 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 72" Short Side 6 1 4 3 3 7 5 4 3 9 6 5 3 10 6 5 4 10 7 6 4 12 7 6 4 12 8 7 4 13 8 7 5 Long Side 16 10 9 1 6 17 11 1 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 74" Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 6 5 4 10 7 6 4 11 7 6 4 12 8 6 4 Long Side /6 10 9 6 17 11 9 6 18 11 9 6 18 11 9 6 18 11 9 6 18 11 9 6 18 11 9 6 76„ Short Side 6 4 3 3 7 20 7 5 12 5 4 10 4 3 7 3 9 20 8 5 12 5 5 10 4 3 7 3 10 20 9 6 12 6 5 10 5 4 7 3 10 20 10 6 1i .6 • •• 5 4 11 VA Z 5 • • • • ••• •• 7 6 4 .• . . . • • • •• 12 8 6 4 84 Long Side 19 12 10 6 Short Side 6 4 3 3 114" Long Side 26 17 14 9 Short Side 6 4 3 1 3 CASEMENT ANCHORS ( SEE SEPERATE NOAZ A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +701-90. EXAMPLE 1: FOR WIND04f *'Jrv". NATIQ!' •SHt nN BEL MV;7 016" HEAT -STRENGTHENED LAMINATED GLASS, 1/4" Ml;��flRj ANL I-b�ItS IKO C C1ACRC�TE1 +70/-85 PSF DP REQUIRED 14 4"" �• • • •.�� 4 •.• • • • . • • -"� FIXED CASEMENT ANC '� �' ' • • •� ' — A) FROM TABLE 11, A ! I— +70/-90 USING ANCHOI i M FnR THE .IAMB FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE FOR GLASS ❑ Design Pressure (psf) for Single Windows, All Anchor Groups Short Side under 23" 25-15/16" 27.&4` 33-112" 3T 4C 48-1/4" 53-1/8' under 23" +70/-9D 25-15/16" +70/-90 +701-90 3r +701-90 +70/-90 +70/-9D +70/-90 +701-90 44' +701-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 Co 48-1/4' +701-9D +7(Y-90 +7(/-90 +70/-90 +70/-90 +70/-84.1 +701-80.1 53-1/8' +70/-90 +701-90 +701-90 +70/-90 +7a-84.1 +60/-70 +601-70 +60/-67.5 58" +701-90 +70/50 +70/-90 +70/-83.2 +701-77 +601-6T8 +601-63.2 63" +701-90 +701-90 +70/-90 +701-76.5 +701-70.1 +601-61.3 76" +70r-90 +701.84.6 +70/-75.7 +/-58.9 +/-55.6 84" +70/-90 +70-80.4 +70/-71.3 +/-54.2 TART F F- SHORT SIDE LONG SIDE 1) 5/16" LAMI (1i8 AN - "PVB"= TROSIFOOPVB INTERLAYER LONG SIDE 4- ` I SHORT �`I SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (psf) for Windows Attached to a Frame Assembly Tube M Window Dimension "A" under 23" 25-15/16" 27-314" 33-112" 37" 44' 48-IW 53-1/8" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All A B C&D A B C&D A B C D A 8 C D A B C D under 23' +7 - +70l-90 +7 -90 +70t-90 + -87.6 +70/-90 +7 +70 7-79.2 +701-90 +70/-83.1 +/ 66.6 +70/-79.7 + 0!- +70/-75.8 +/-60.7 +70/-72.7 +70/-90 +1 +1- .3 +/-66.1 + 01-c m 25-15/16' +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-87.6 +70/-90 +70/50 +70/-73.7 +701-90 +701-90 +701-90 4-67.1 +70/-90 +70/-90 +701-90 +/-61.1 +70/-90 +70/-90 +7014 37' +70/,90 +70/-90 +70/-90 +701.84.9 +70/-90 +70/-90 +701-76.8 +701-90 +7wW +1.64.6 +70/-90 +70/-90 +70/-90 +/-58.8 +70/-90 +701-90 +701-90 +/-53.6 +70/-84.1 +70/-84.1 +701 a 44" +70/50 +70/-90 +70/-90 +701.85.6 +70/50 +70/-90 +701-90 +701-90 +701-90 +701-76 +701-87 +70/-90 +70/-90 +1-59.4 +701-79.3 +70/-84.1 +701-84.1 +1-54.1 +70/-72.2 +701-75.7 +70/-7: E 48-1/4` +701-9070/ 0 +-90 +701-90 +70/-90 +701-90 +70/-90 +701-824 +70/-9D +701-90 +/-69.3 +70/-79.3 +701-84.1 +70/-84.1 +1-63.1 +701-72.3 +70/-80.1 +701-80.1 +/-49.3 +/-65.8 +69.61-71. +69.61-7 a 53.118" +70190 +70/-90 +701-90 +701-90 +701-90 +70/-90 +70l-84.1 +701-84.1 +701-84.1 +/53.1 +70/-75.7 +70/-75.7 +701-75.7 +/-ST5 +/-65.8 +69.6/-71. +69.61-71. +/-52.3 +/-59.9 +/-67.5 +167. 58" +70/-90 +70/ 90 +70/-90 +701-83.2 +70/-83.2 +701-83.2 +701-77 +701-T/ +701-77 +l 65.9 +87/ 67.8 +67/-67.8 +67/-67.8 +1-52.6 +/-63.2 +/-53.2 +/-63.2 63' +70/-90 +70/-90 +70/-90 +701-76.5 +701-75.5 +701-7fi.5 +70/-70.1 +70/-70.1 +70/-70.1 +l 60.7 +/ 61.3 +l 61.3 +! &1.3 76" +70/-90 +70/54.6 +701-75.7 +/58.9 +1-56.9 +/-58.9 +/55.6 +l-55.6 +/-55.6 84" +70/-90 +70/-80.4 +70/-71.3 +1-54.2 +/54.2 +/54.2 FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10" �I FRAME SEE SHEETS 1, 4 & 5 FOR I MAX. ASSEMBLY WINDOW ANCHOR -- +�_� UBE LOCATIONS AND I .l TQUANTITIES. SEE SHEET • • • • • • • • • • • •• ••• •• • • • •• •• ••• • ••• •• • •• • • • • •• • • FIGURE:FriR H%RIZO�IT;,L; RANTS j;S EyIBjY TUBE • • • (• . • t FF"MIn • WINDOW. • q*-AISEI:BLY DIMENSIG!1 • • • • i Ti!BE • • "B" ••• • •'! ••j ••• s • 10" MAX SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET n r.�n www wnnrnnwn FOR GLASS TYF rir1a1111x:5 r-1 Design Prssure (psf for Single Windows, All Anchor Groups short side under 23" 25-15/16" 27514" 33-1/2' 37- 44' 48-1/4' under 23" +701-90 25-15/16" +701-90 +70/-90 37" +701-90 +701-90 +701-90 +701-90 +70/-90 44' +701-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 48-1/4" +70/-90 +70/-W +701-90 +70/-90 +701-90 +701-90 +701-90 53.1/8' +701-90 +701-90 +701-90 +701-90 +70/-90 J 56' +701-90 +70/-90 +70/-90 +701-90 +701-87.8 63• +701-90 +701-90 +70/-90 +701-87z +701-79.9 76' +701-90 +701-90 +701-86.3 84• +70/-90 +701-90 +701-81.3 TABLE 7: I SHORT SIDE LONG I SIDE 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR - 1/8" AN "PVB"= TROSiFOL�PVB INTERLAYER BY KURARAY AMERICA, lh -�F-- LONGI SIDE. 4- SHORT I SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (psQ for Windows Attached to a Frame Assembly Tube LI I Window Dimension "A" under 23" 25-15116" 27-3/4" 33.1/2" 3T 44" 48-114" 53-1/8" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All A B C&D A B C&D A 8 C D A B C D A B C D under 23' +70/-9D +7 -90 +70/-90 + 90 + 57.6 +701-90 +70190 +70/-79.2 +7 90 +70/83.1 +/ 6 +70/-79.7 +70/-90 +70 - +/-60.7 +70/-72.7 +70/-90 +/-69 +/-55.3 +/-66.1 +701-00 m 25-15/16" +701-90 +70/90 +70/-90 +701-90 +70/-90 +70/-90 +701-8T6 +70/-90 +70/90 +70/-73.7 +70/90 +70/90 +701-90 +/-67.1 +70190 +701-90 +701-90 +/-61.1 +701-90 +701-90 +70/90 r5 37' +70/-90 +701-90 +701-90 +70/-84.9 +70/-90 +70/-90 +70/-76.8 +701-90 +70/-90 +/-64.6 +70/-90 +70/90 +70/90 +/58.8 +70/90 +70/-90 +701-W +153.6 +70/-85.9 +70/-90 70/90 A 44• +70/-90 +701-90 +70/90 +70/55.6 +701-90 +70/-90 +70/-90 +70/90 +70/90 +70/-76 +70/-87 +70/90 +70/-90 +/-69.3 +70/49.3 +70/-90 +70190 48-1/4" +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-82.4 +70/-90 +70/90 +/-69.3 +70/90 +701-90 +701-90 +/-63.1 +70/-86.7 +70/-86.5 +7Qr90 53-118" +0-90 +0/-9 +70190 +70190 +70190 +70/-90 +701-85.7 +701-90 + 58' +701-90 +70/-9+701-90 +70/56.6 +70/-90 +70/-90 +70/-87.8 +70/-87.8 +7700/./8-970.8 63' +7010 +70/ 7090 +70/-8 .2 a .2 +70/-87z +70/-79.9 +701-79.9 +70/-79.9 76' +70/9 +70 +70/6.3 +70/04 1.3 FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10" FRAME SEE SHEETS 1, 4 & 5 FOR MAX ASSEMBLY WINDOW ANCHOR J�� LOCATIONS AND L11lIAlf'1(llh7 AC I QUANTITIES. SEE SHEET • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• •• • •• • • • • •• • • FIGURE•* FAR I-:ni Rl•L(i4l-:FP•AAE AS$EZI/ E:-Y TUBE • • • • • • • f!iAMFi • WINDOV, ; ; :o: -4SE:IBLY; DIMENSION • • • • : 7-�BEt • • 10" MAX. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 9 CnM AAIV Anr%1T1nh1AI FOR GLASS TYPES, 2) 7/16" LAMI. (3/16" AN - .090" SG - 3/16" AN 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN- 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - "SG"= SE NTRYGLASOI NTE R LAYER BY KURARAY AMERICA, INC. TAR] F R- El Design Pressure (pso for Single Windows, All Anchor Groups Short Side urWer23" 25-15116" 29' 31-112" 34" 40' 54' 60" 63" 67-1/2' under 23' +90/-130 25-15/16" +901-130 +90/-130 63' +90/-130 +901-130 +90/-123.1 +90/-116.5 +90/-110.7 +901-100.7 +/- 89.1 +/- 86.1 +/- 83.1 y 67-1 /2' +901-130 +90/-130 +90/-120.7 +901-113.9 +90/-108 +901-97.6 +/- 84.8 +/- 80.5 +/- 78.3 +/- 76A 0 72" +90/-130 +901.129.2 +90/-118.7 +901.111.8 +90/-105.8 +90/-95.1 +/- 81.3 +/- 76.1 +/- 73.8 F 76" +90/-130 +90/-127.8 +90/-117.1 +901-110.2 +90/-104.1 +90/-93.2 +1- 78 +1- 72.5 0 84' +901-130 +90/-125.3 +90/-114.5 +901-107.5 +90/-101.3 +/- 89.9 +1- 70.7 114" +90/-130 +901-119.6 +9o/-108.6 +90/-101.4 +90/-95 +1- 73 134" +90/-130 +90/-117.3 +9W-106.3 +901-99 +90/-92.6 145"I +901-129.8 1 +901-116.4 1 +901-105.3 +90/-98 TARI F 9- SHORT SIDE LONG I SIDE LONG SIDE _i _ SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (psf) for Windows Attached to a Frame Assembly Tube M Window Dimension "A" under 23" 25-15!16" 29' 31-1/2" 34' 40" 54" 60" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All AN AN All A B C& D A B C D A B C D A B C under 23' +701-90 +70V-90 +701-90 +701-90 +701-90 +70/-86.2 +70-90 +701-90 +701-73.3 +70/-87.7 +701-90 +/-67.7 +i-54.3 +1-65 +70l-90 +161 +! 48.9 +1-58.5 pp 25-151119' +701-90 +701-90 1 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70l-90 +70/-90 +701-75.1 +701-90 +701-90 +70/-90 +1-67.5 +701-86.6 +701-9C c M., +701-90 +70d-90 +70l-90 +701-90 +701-90 +701-90 +7U-90 +701-90 +701-90 +70l-90 +701-90 +/-68 +701-79 2 +701-83 +701-89.1 +/-61.2 +70/-71.3 +70/-74. 67-1/2" +701-90 +70'-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70l-85.6 +701-90 +70/-90 +701-90 +1-63.4 +701.73.9 +701-77A +70/-84.8 +1-5T 1 +/-66.5 +/-69.7 72" +701-90 +70'-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-87.6 +701-90 +70/-90 +70/-90 +/-64.9 +/-69.3 +701-72.6 +70/-81 3 +1-58A +/-62.4 +/-65.3 76" +70/-90 +70r-90 +701-90 +701-90 +701-90 +701-90 +70'-90 +701-83 +701-90 +701-90 +70/-90 +/-615 +70/-73.9 +701-78 +701-78 +1-55.3 +/-59.1 +1-61.9 84" +70/-90 +70'-90 +70/-90 +701-90 +701-90 +701-90 +70'-90 +70/-81.3 +701.89.9 +70/-89.9 +701-89.9 +/-60.3 +1-66.9 +701-70.7 +701-70.7 114' +70/-90 +701-90 +70/-90 1 +701-90 +701-90 +701-90 +70/-90 +701-73 +701-73 +701-73 a7A!-T3 • y}- 134" +70/-90 +70r-90 +701-90 +701-90 +701-90 +701-90 +70'-90 4r • • • • • •_ 145' +701-90 +701-90 +70l-90 +701-90 • . . . • . �. • ... • FIGURE:FdRFiQRfLC�II'AL:FfiAfOE�S$E�AE- TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10., 1 MAX. --� W1Mr n%Ar FRAME - ASSEMBLY TUBE W SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET WIND01/t: DIMENSIC•N • "B" ... : • • • • • • i • : 4SEVBLY T: BED. • • � ... 10" MAX. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 11-0 -1- ATrliTl!'1♦IAI FOR GLASS TY�- TARI F ln- M Design Pressure (pso for Single Wndows. All Anchor Groups Short Side under 23" 25-15/16" 29' 31-112' 34" 40" 54' 60"Q+W-130 67-1/2' under 23" +901-130 25-15/16" +90/-130 +W-130 M. +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/430 +901-130 +901-130 y 67-1/2' +90/-130 +90l-130 +9a-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130+901-130 72" +90/-130 +901-130 +90l-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 76" +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 0 84" +901-130 +90/A 30 +901-130 +90/-130 +90/-130 +90/-130 +901-130 114" +901-130 +90/-130 +90/-130 +9a-130 +901-130 +901-130 134' +90/-130 +901-130 +9a-130 +901-130 +9(Y-130 145" +901-130 +9(Y-130 +901-130 +901-130 TABLE 11: 3) 7/16" LAMI (3/16 HS - .0901' SG - 3/16 HS) 7) 7/8" LAMI IG: 3/16" AN - 1/4" AIR - 3/16" HS 9) 7/8" LAMI IG: (3/16" T - 1/4" AIR - 3/16" HS "SG"= S I SHORT SIDE LONG SIDE YER BY KURARAY AMERICA, INC. -F --] LONG SIDE k �f SHORT �l �� SIDE f� 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (psf) for Windows Attached to a Frame Assembly Tube mWindow Dimension "A" under 23" 25-15/16" 29" 31-1/2" 40" �" �" HAnchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C& D A B C D A B C D A B C under 23" +701 90 +7a-90 +7a-90 + +70/-30 +7a 86.2 + +1a-90 +7a-73.3 +701-67.7 m 25-15/16' +701-90 +7a-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-75.1 +70/-90 +70/-90 +70/-90 +1-67.5 +701-86.6 +701-90 63" +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-00 +70/-83.4 +70/-89.1 +701-90 67-1/2" +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-83 +70/90 +701-90 E 72" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-W +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701-87.6 +70/-90 +701-90 a 76• +701=90 +701-90 +70/-90 +70r-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +7a-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 r 84" +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 114• +701-90 +701-90 +70t-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +,7- • • • �� • • 134• +7a-90 +701-90 +701-90 +70/-90 +70r-90 +70/a0 +70/-90 • , •• • • . • 145• +701-90 +70/-90 +701-90 +701-90 . ... ... . FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10" FRAME SEE SHEETS 1, 4 & 5 FOR MAX. I - ASSEMBLY WINDOW ANCHOR I TUBE LOCATIONS AND viINr)rWv ;,� QUANTITIES. SEE SHEET ..... . ... .. . FIGURI;F.OR F.%RI•LC�jL:%AN1E QSSE;tr Y TUBE • • • • • • GRlsMfi • WINDOV'.* �•� A;SEIZBLY DIMENSION �• • • •v /�TIDJBE ! • • „B" • •• •• �- • •• •• _ r --�— 10" MAX. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET CnD AnrV Ann1r1nA1A1 FOR GLASS TY'1 TABLE 12: I H -, Design Pressure (psr) for Single Windows, All Anchor Groups Short Side under 23" 25-15116" 27-3/4" 33-1/2' 37" 44" 48-114' 53-118" under 23" +601-70 25-15116" +60/-70 +601-70 37' +601-70 +601-70 +60/-70 +601.70 +60/-70 $ 44" +60/-70 +601-70 +601-70 +601.70 +601-70 +601-70 6) 48-114" +60/-70 +601-70 +601-70 +60/-70 +60/-70 +60/-70 +601-70 0 53-118^ +601-70 +60/-70 +601-70 +601-70 +601-70 +60/-70 +601-70 +601-69.3 3 58' +601-70 +601-70 +60/-70 +60/-70 +60/-70 +601-69.6 +601-64.9 63' +601-70 +601-70 +601-70 +601-70 +60/-70 +60/-62.9 76" +601-70 +60/-70 +60l-70 +60/-60.5 +/- 57 84' +601-70 +601-70 +601-70 +1- 55.6 TAR[ F iS- SHORT SIDE LONG SIDE 1 4) 7/8" 1_AMI. IG:(1I8" AN - 7/16" AIR - 1/8" ,6 "PVB"= TROSIFOL` PVB INTERLAYER BY KURARAY AMERICA; f __ LONG SIDE �I SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (pst) for Windows Attached to a Frame Assembly Tube m Window Dimension "A" under 23" 25-15116' 27-N4" 34-112" 37" 44 4 114 11' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All AN All All A B C& D A B C& D A B C D A B T C under 23" +601-70 +611r-70 +601-70 +601-70 +601-70 +601-70 +601-66.6 +603-70 +601-70 +60/-60.7 +601-70 +60'-69 +1-55.3 +601-66A +601-70 +601-63.1 +1-50.5 +601-60.5 4 m 25-1511T +60/-70 +601-70 1 +601-70 +601-70 +601-70 1 +601-70 +601-70 +601-70 +601-67.1 +601-70 +60/-70 +601-61.1 +601-70 +601-70 +69-70 +1-55.9 +60l-70 +601-70 + c 37' +60/-70 +601-70 +601-70 +60/-70 +601-70 +601-64.6 +001-70 +W-70 +1-58.8 +601-70 +601-70 +1-53.6 +601-70 +601-70 +601-70 +1-49 +001-70 +60/-70 + m 44' +601-70 +601-70 +601-70 +601-70 +601.70 +60'-65.2 +60/-70 +601-70 +1-59.4 +601-70 +60/-70 +/-54.1 +60170 +601-70 +6(Y-70 +1-49.4 +601-W +601-69.6 +f 4) 48-114" +601-70 +601-70 +601-70 +601-70 +60/-70 1 +159.4 +601-70 +601-70 +1-54.1 +601-70 +60/-70 +1-49.3 +601-65-8 +601-70 +W-70 +I-45 +60/.60.2 +601-64.9 +f E 6 53-118" +601-70 +6(Y-70 +60/-70 +60/-70 +601-70 +601-611 +601-70 +60/-70 +/-57.5 +60/-65.8 +601-70 +/-523 +/-59.9 +601-69.3 +601-69.3 58' +60/-70 +601-70 +601-70 +601-70 +601-68.6 +601-65.9 +601-696 +601-69.6 +60'-60A +601-64.9 +60/-64.9 63' +60/-70 +601-70 +60/-70 +601-70 +60l-70 +60/-80.7 +60/-629 +601-62.9 76' +60/-70 +60 -70 +601-70 +601�0.5 +1-57 84" 1 +601-70 +60/-70 +60/-70 +/-55.6 • • • • • . . • • • • FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME ASSEMBLY _TUBE SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND n11ARITIT1r:C CCF Ci-1r1-T .. ••• . ••f •• . •• • • • • •• • • FIGURE FQR k)41Z4:NtAZ RRA•MICAvStM$LY TUBE �ti •_ WINDC DIMENSION "B.,* • • • • • •M�5k• h :.:-ZSS�BI_Y: ' • • •; ;,• PUB46 • • � - • �• • • • at • SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND -- I - - 1 an" NA.1v QUANTITiES. SEE SHEET SILICONE tUCTU RAL 3UTYLENE ESICCANT GLASS --\ 75 KODISPACE DACr''_ T0C AS REQUIRED PER TABLE 3, SHEET 4 Item Dwg. # Description Mat 1 7005 Main Frame Head, Sill & Jambs 6063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7007 Installation Hole Cover 6063-T6 Alum. 4 7010 Frame Comer Key Sttgl 6 7078 Frame Gasket Vino; Foam ; 10 7055 Fixed Frame Hole Plug PVS • 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 1-7/16" x 1-1/4" EPDM 35 7036 Bead B 608 T6 jum. 36 7042 Bead C 6013-r6 A."Wn' 37 7059 Bead D 6061,T6 A um. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Fiex%p?Cg0 50 Dow 899 Silicon Backbedding • • . 70 134 Add -on Flange 60630MOAlem. 71 7004 1 Casement Frame Assv Tube 1 6063-16 Alum. STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS-- INT. GLASS .439" - NOT-M E i 3, INT. C SUPER 76 SPACER® NXTTM -T 3.545" .062" —t-I .993" NOM. -� 2.784" - .289" FRAME HEAD, HOLE C( SILL & JAMB (:�)INST. #7007, 6063= #7005, 6063-T6 • • • • • •. •' ' ' ' • • 706" �: • .523" .050" .865" • ••• •• • 35 BEAD B . #7036, 6063-T6 36 ... • ••• • • • • • ••• • • M IAM I•DADE MIAMI-DARE COUNTY d PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.jZov/economv 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 Caun RER - Product Control Section to be used in Miami Dade County and other areas whete a�oyved by-+e•Authot0y % • Having Jurisdiction (AHJ). •' • This NOA shall not be valid after the expiration date stated below. The Miami -Dade county Product ConfrM Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dad(; County) rwrvg the right • • to have this product or material tested for quality assurance purposes. If this 1Srwaci4 or r$att4-jdl fails. to.. perform in the accepted manner, the manufacturer will incur the expense of suck-k%ting and-tke.AHJ ma;..' immediately revoke, modify, or suspend the use of such product or material witiiitl tilt it jurisctittion. REf#•; - reserves the right to revoke this acceptance, if it is determined by Miami —Dade 1=nty Prodtict 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 yyh;.O he Fjori J4 Build' • • Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 Expiration Date: May 26, 2021 /17 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. . . .... ...... B. TESTS • • • • I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• •; • • • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading Der VBC, TAS 202-94....: 3) Water Resistance Test per FBC TAS 202•--94 • • 4) Large Missile Impact Test per FBC, TAS i%4.94 • • • • •.:.. • 5) Cyclic Wind Pressure Loading per FBC, TAS203 -94 • • • • • • • • •; • 6) Forced Entry Test, per FBC 2411.3.2.1, ajJ 71:Ab 202-94• • • • • • along with marked -up drawings and installation diagram of cliplVd • idumir m • mullions, prepared by Fenestration Testing Lab, Inc., Test• ge�ort No,,•1F'TL-6443• •: (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05711, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 6` Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. F. I" NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-6'h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. . . ••.• •••••• OTHERS ' ' 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industlie:,•Inc. for heir Series... "PGT" Clipped Extruded Aluminum Tube Mullion "T�'IZI.I., approved can..: .... 04/14/16 and expiring on 05/26/21. • .... . .. ..... ...... .... ..... .. .. .... ...... . . . . .... % E-2 Jorge M. Plasencia, P.E. P,v6dZuct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL MULLIONS / SEE DETAILS A-D,G,H; — — SHEETS 2-4 fill I rr �� SEE DETAILS A THRU G; Y { I I SHEETS 2-4— I I{I II VERT. MULL LENGTH / III --III—_— I -' / SEE DETAILS HORIZONTAL A-D,G,H; SHEETS 2 4 MULL LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS_ AA U LL LENGTH OPENING I MULL HEIGHT �j LENGTH E [---OPENING WIDTH --I F OPENING HEIGHT ` FOR HORIZ MULL GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY, ANCHORS SHOWN ARE IN ADDITION TO A FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONS ARE SHOWN. EACH SITUd EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIC MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE ARCHES TO BE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED l INSCRIBED INSIDE RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4` FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.LJ180_ THE 1 IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALI 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BE) INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODI SEE EXAMPLES ON THIS SHEET AND SHEET 24. \ SEE DETAILS l A THRU G; ANCHORAGE FOR THE COMMON MULLION, ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHOF SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT S FOR HORIZONTAL SEE DETAIL E, MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUC TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE SHEET 3 BE ANCHORED PROPERLY AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S FENESTRATION PRODUCTS MAY BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREI MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BY PGT. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED T WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF TH INSTRL#CTA& : : : : • ` • • 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING I r---HORIZ. MULL LENGTH--1 2=CHOOSE A MU 0L10�TYP6 HAS t/YtLL FIT THE DEPTH OF THE FENESTRATION PRC 37RLFEV O St A-T*VTO C11=JtR%INE IF THE WIND LOADING IS "RECTANGULAR" 0 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT2) FROM TABLES 1A THE THE-TULtION "EPLEOSTIol ANCROPENING WIDTH OR HEIGHT (DEPENDING IF THE VERT. STEF:-0N.• 4CA hCIM(LB�IFT� OB-CAINED SHALL MEET OR EXCEED THE DESIGN PREP yy MULL LENGTH •• • • • ••• • • 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT Cc T 11 1-111MI nAn TDAn;Qr=PDFn Tr) THE Rl IRSTRATE BY THE ANCHOR D ETA] L A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD, EDGE DISTANCE FOR WOOD / SCREWS .260" MAX FOR ALL MULLIONS SEE SHEETS 21-23 FOR HOLE LOCATIONS TYP. ANCHOR PER SUBSTRATE, TYP ANCHOR SEE TABLES 1 B-16B PER SUBSTRATE. / SEE TABLES 1B-16B • • • EOGEIEND • • • • • J • • • • SEEiTAW-Elk • • • • itg-1�B • • • • • EMBEDMENT BUCKSTRIP • • • • • • AND ATTACHMENT BY OTHERS, , •r ��r • ••• •• • ' SEE NOTE 1, •' .• • • • • • • SHEET 1- • • • • • • • • • • • • SIDE VIEW FRONT VIEW "' ' ' ' "' ' • . . . . . . . . . . INSTALLATION NOTES; ' ' ' '•` • • .---_..---..w-�. •�.,_ Y„ �..,� ..,,T��-,,,,� �� oc ccvnnin tin�ei i nu�eclnu, nR GTI Ir.Cn DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) d� a Q4 L:f-> EXTERIOR d a Q d EDGE a DISTANCE a FOR MASONRY ANCHORS EMBEDMENT' 1 Mib DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) �t I , EITHER THE I STANDARD OR I I OFFSET MULL I I CLIP MAY BE ! I INSTALLED BY II f THIS METHOD. I I I i°I d 1 i d d ° Q.o d EXTERIOR a �. EDGE DISTANCE ° d FOR MASONRY d w ANCHORS a a' d TYP. ANCHOR d /—PER SUBSTRATE, / SEE TABLES 1 B-138 BUCKSTRIP AND ATTACHMENT d - BY OTHERS, SEE NOTE 1, =NT a d a SHEET 1. MIN 2.7 KSI CONCRETE OR CMU TYP. ANCHOR —PER SUBSTRATE, SEE TABLES 1 B-13B EDGE DISTANCE ><�.FOR MASONRY ANCHORS L; a THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED 4 e WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. 4 a d g��"' TYP. ANCHOR PER SUBSTRATE, SEE TABLES 16-13B d EDGE DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1 B-13B SIDE VIEW .. ... . . . . . .. . ......... . .. ... .. . . . .. INSTALLATION NOTES: •• ••• • 000 • • 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 REPRESENTA-MON • ' ' • 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 Oi: .Tti E� • FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. • • • • • • ••. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. •: • : • •: • • • : • :-vim Al %Afnnn RI I(.KR ARF OPTIONAL SEE DETAIL C. THIS SHEET. ---I r--.125" MIN. �� f VARIES �a , �_ , TOP VIEW VARIES— I 9-1 3ECi FRONT VIEW D MULLION STI (STAN DAF TYP. ANCHC /PER SUBSTI SEE TABLE: DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. SIDE VIEW SHOWN WITH 1" X 4" X ,125" MULLION STANDARD MULLION CLIP /-MODIREDTO FIT FIELD CONDITIONS. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B INTO WOOD, STEEL, STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED IN -FIELD. EXTERIOR O DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MULLION 0 0 0 0 TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-14B r • • • • • • • 000 • • � • m �Q.*�TEFL, � 2" X 5" X .125" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. 111 INTO WOOD, STEEL, ALUM OR MASONRY EGGS p,gG O R _� p� INN 0 TAl•3Lt 1H Mullion Ca aci Table lbslft Opening Width (for vertically-sparlrrnng mullions) or Opening Height (for horizortally-spaming muNiorffi} 50 in 60 in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular Trap/Triang. R711-1. Trap/Triang. Rectangular Trapfidang. Loading Rectangular Loading 7rap/Triang. Loading Rectanf Loadli 1 2x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading X Alum. Tube r" " mduom� _- °1. Zu aMu1lIQn on�an n c n a _ a �" n c �° f(d W ,.m �'- Rgc d�cmrom o a n e .g i_v3 G UU m N (Q '� �. C d '� C U N p G U O C N P C (V O C N O C O p N� v O O N 7 O d C 2 L 7 C N (i '1= L 7 C N CC p 7 C C L .0 7 2 t a o L j p �.., 0 7 V or O '_. L 7 C� ._ ` JC 7 �. L 7 o O' C N - 7 L 7 a Qj (U = m t� p- C N -_ u = s d C C G d 13 G 4� 3 a Cr '� Q d' i; G �C G Qdl .G v Q fY v ¢ K G Q [r G 325 79.9 406 107.9 321 64.9 408 104.4 3t9 62,1 408 104.0 319 55.9 408 104,0 379 46.6 408 104.0 319 39.9 421n 111.9[197 .5 332 93.2 408 ii5.5 46in 74.9.8 258 62-4 312 73.4 252 53.5 312 67.0 248 46.8 312 53.2 246 41.6 312 61.3 244 37.6 312 61,0 244 31.2 312 61.0 244 28.8 50,625 in 63.9.6 234 53.2 261 61.5 228 45.6 261 55.7 224 39.9 281 52,1 222 35.5 281 50.1 220 281 49.3 219 26.6 281 49.3 219 22.8 54in 52.6.5 2D7 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39,4 t94 247 38.4 193 21.9 247 38.1 193 18.8 co 35.4 166 27A 200 31.5 163 24.0 24D 28.9 160 21.3 200 27.1 159 [16 2lX) 25.9 157 16.0 200 25.0 156 60 in 38.4.2 170 32.0 200 J 155 27.6 181 30.3 152 23.7 181 28.9 149 20.7 181 24.5 146 18.4 181 22.8 144 181 2t.7 143 63in 33.1,3 165 26A 139 20.6 165 23.1 136 18.D ifi5 21.0 134 66in 28.8.6 142 24.0 72in 22.2.3 120 18.5 139 19.9 118 15.9 139 17.5 116 76 in 18.9,7 109 i5.7 125 16,8 107 -r-J- 4- + 78 in 17.5 118 18.2 104I TABLE 1 B C T bie ibs or a FIGURE 1: FIGURE 3: FIGURE 2: 0 .. ... .. • • • •• .• ... . ... •. . • •. • • . . •• . . • . • . • . • . . • • TABLE NOTIsS:•• •. • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAT SEE SHEETS 2;g f0j2 GEV EFA� INSTALLATION METHODS, 2) LINEAR INTEAPOCATi&4 MV1lI.-'.,N 94LU-L:LENGTHS AND/OR OPENING WIDTHS IS ALLOW, • • • • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SE HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN Of\ IH6LG LH Mullion Capacity Table Ibse Opening Width (forveltically-spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in Rectangular TrapJTiartq- Rectangular Traprmang. Rectangular Trap+Tiiang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TrapJTriang. RectangL Rectangular TrapiTriang. 1 x 2 x Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loacling Loading Loading Loading Loading Loadiril .375 Alum. Tube u o z o a _ u .. S a n Mullion a a u .. a� u ii 'u ;; ° a _n a a s n 'n li a a ms a 1.0 o. .-, a L u .-. a s o. a a � c od U_ a. � U ii U CL `� Uv a U � g a o Uv U _ Uv U_ 'go _ Uv U_ $15 U� �_ u L r L L C m O- p 0 0 O_ a L CC O _ n .0 7 ryry - O C L 3 ((��jj _ C L 7` �I L ,� O G 'j O - L O C L '� G r� 7 aC, _ 7_ C• or Sn w S Q = C j C 3 Cafy, N C Q�i 3 a o 3 C !uf �j C N 3 G C Q y C, C, 42 in 170.0[T400913 435 151.3 662 170.0R2710 662 170.0 506 113.6 662 169,5 518 100.9 662 168.9 517 90.8 652 168.9 517 75.7 662 168+9591+79 E 48 in 121.6 419 101.4 507 119.2 50T 108.7 403 76.0 507 1026 399 6T6 507 99.6 397 60.8 507 99.0 396 50.7 507 99.4 '. 60.625 in 103.7 379 86.4 456 99.9 F44. 456 90.5 364 64-8 456 84.6 350 57.6 456 ' 81.3 3W 51.8 456 80.0 356 43.2 456 80.0 356 37.0 541n 85-4 336 712 400 80.9 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 62.3 314 35.6 400 61.8 313 30.5 324 57.5 324 51.2 264 38.9 324 46.9 250 34.6 324 43.9 257 31.1 324 420 255 26.0 324 40.5 253 222 C 60 in 62.3 324 65.9 276 51.9 C 63 ire 53.8 294 57A 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 3%8 237 29,9 294 37.1 234 26.9 294 35.2 232 224 294 33.5 230 19.2 m J 66 in 46.8 268 6 49N127 230 39.0 268 424 225 33A 268 37.5 221 29.2 258 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 19.5 268 28-0 210 16.7 72 in 36.0 30.0 225 32.2 191 25.7 225 28.4 188 225 225 25.6 185 20.0 225 23.5 182 ie D 225 22 1 180 15.0 225 20.3 177 129 78 in 30.6 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 IT 202 19.7 165 15.3 202 18.4 163 128 202 16.7 160 10.9 78in 28.3 23.5 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 167 14.2 192 15.8 155 11.8 192 15.2 152 10.1 go in 18.5 15.4 144 16.1 126 96 in 15-2 TABLE 2B AncnorGa acity tame tios Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood 5118" Elco 114" SS Elco 5/16" Elco 114" SS Elco #10 Steel #12 Steel #' Anchor Type: 3/16" Elco Ultracon 1!4" Etce Ultracon URracon 3/16` Elco URracon 1!4" Elco Ultracon Ultracon AggreGator Screw (G5) Screw (G5)1 Sc Anchor Clip Patterns Edge Distance 1" 2-1l2" 3-118' 1" 2-112" 1" 2-1/2" 2" 3-1le" 2" 0.48" 0.54" Embedment 400 1-314" 1-3/4" 1-314" 1-3/4 2" 1-114" 1-114" 1-1/4" 1-114" 1-114" 1-1/4" 2" 1-3/8" 1-3/8" 2 Anchors 4.75" Min. O.C. J Standard or Offset Clip Wig390 Ibs 390 Ibs 450 bs 890 Ibs tb44 Ibs 2T0 lbs 280 Ibs 354 Ibs 740 Ibs 374 Ibs 664 Ibs 946 lbs 341 Ibs 4421 bs 4 Anchors @ 1.15" Min- O.C. / Standard (orOttset) Gip (Fig. 2) 480 Ibs 700 Ibs N/A N/A N/A N/A 380 Ibs NIA NIA N/A NIA NIA 6821bs 8851bs 1 4 Anchors @ 3" Min. O.C. 1(2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 Ibs 680 lbs 15601bs 1896 Ibs 540 Itis 500 Ibs N/A 760 Ibs 748 Ibs 880 Ibs 1892 Ibs 682 Ibs 885 Ibs 1 2 Anchors @ 0.45" Min. O.C. ! U-Clip, into .125" Alum. (Fig. 4) N/A N/A NIA N/A NIA N/A • N/ • A, fl/ "A WA NJA WA WA 1 Anchor/ F-Ctip (Fig. Sj: 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 lbs t351bs 4JJ lbs • 171 0 X 0187 Ibs 332 Ibs 473 Ibs 170 Ibs 221 lbs 2 Anchors 1.15" Min, 0,C.1 F-Clip (Fig. 6) 240 Ibs 350 Ibs N!A NIA N/A NIA Tbs • MIA- OWN • AMA WA NIA 341 lbs 442 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 3: FIGURE 2: o .. . .. . .• .. • . • • . • . • • . • . • •• • 966 000 TABLE NOTES: 1) SEE SHEET 1 F ff2 itJSTR6J0TI9NQ,-9N,1JSIN6 THE TABLES AND SHEET 25 FOR INFORMATIO SEE SHEETS 2-4 FOR4GEAR46 i.NS:AL111TIO1 METHODS. • • • • • • • • • • • •• •• • • • •• •• 2) LINEAR INTEIdLtrION'BE?WEEtt I!LL LENGTHS AND/OR OPENING WIDTHS IS ALLOWAE -1 ...,, , __ "„ „ , ri roc cuniArnl vGF KInT TO Cf:AI F FOR EXACT DIMENSIONS. SEE I HtSLt .SH Mullion Capacity Table (Ibsfie) Opening Width (for vertically -spanning mullions) or Opening Height (for horizantally-spanning mullions) 50 in 50 in 70 in 80 in 90 In 100 in 120 in Trap/Triang. Rectangu)ar Trap/Triang. Rectangular TmplTriang. Rectangular TraplTriang. Rectangular Trap1'rdang. Rectangular TraplTrtang, Rectang Loadir Rectangular Trapf'riang. Rectangular 1 # 2.75 X Loading Loading Loading Loading Loading Loading Lcading Loadng Lcading Loading Loading Loading Loading Loading 375 Alum. T ;r - w y Tube .0 (4 '/� r. tV m u IIS U �-. ro 'V m V .-. m ID v ID a y U .�. ID m y Ti ID y U (p N fl G 1i IQ V Itl N a G U (tl W V li N lO � U Q U m N ti G V 10 a U m M a.r� m G U C a ea U m as m G b m a V t0 W a� m U m a ro U C m n� m U m n m U m m a� 10 U 10 a ro l0 H a.fl m G o. m � Mullion a G .G c Q. o 6 u d. ID O. v ro 7p pop G 0 m R (J Cl i.� 1Q0 ro _ U@ U U v 0- F C _ C _ C C N :3 F A 7 �' t L 7 _ .G 7c N _'Zi p d L t G N G t J m 1C ID C N O 3 L C c _� 7 .0 sJ G t C t G W d ' d L = .� 7 p t G• 1" 7 S L F ID ._ 7 C ID 7 VS V a U S' dCrc ' 3 C O Q0 7 C d 3 G m A G 6�i Qa a �c Qt2 n QK �a Qo �c ¢tY �zc Qa c 868 170-0 Ule 170.0 992 170.0 5S9 170.0 11t6 170.0 621 170,0 1240 170,0 521 i48.7 1301 170-0 52i 127.5 ' 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.E 11139 170.0 677 136.6 1i39 170.0 680 113.9 1139 170.0 680 97.6 48 in 170.0 708 170.0 524 170.0 850 170.0 747 170.0 W3 170,0 ass 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170,0 756 97.9 1032 170A 756 83.9 50,6251n 170.0 691 1382 907 164.7 730 120.9 907 152.5 720 107,5 907 145,0 714 96.8 907 141-1 710 80.6 907 140.0 709 69.1 54 in 170.0 797 1T0.0 612 161.3 907 170-0 $11 100.8 735 116.0 599 88.2 735 106.2 590 78.4 735 99.5 583 70.5 735 95.1 578 56.8 735 91.8 574 50.4 601n 141-1 735 151.5 625 117.6 735 130.3 130.0 570 101.6 666 111-5 557 87.0 6W 98.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 666 79.8 526 50.8 566 75.8 521 43.5 63in 121.9 666 t 06.1 511 75.7 607 85.0 501 662 607 77.1 493 58.9 607 71.5 486 53,0 607 67.6 481 44.2 607 63.4 476 3 . 66 in 106.0 607 112.4 522 88.3 6(7 c 434 58.3 510 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 51D 50.0 408 34.0 510 45.9 402 29.2 J 72 in 81.6 510 85.8 443 68.0 510 73.0 76in 69.4 458 72.5 400 57.3 458 61.7 392 49.6 458 54.i 385 43,4 458 48.6 378 38.6 468 44.6 373 34.7 458 41.6 368 28.9 458 37,7 3fi2 24.8 435 49.6 366 40.1 435 44.7 36D 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 .9 78 in 64.2 435 67.0 381 53.5 435 56.8 373 45.9 327 43.1 290 34.8 327 36.4 285 29.9 327 31-8 280 26.1 327 28.3 275 23.2 327 25.7 271 20,9 327 23.7 268 17.4 327 21.0 262 14.9 go in 96in 41.6 34.4 26T 35A 257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23-1 244 19.1 287 20.9 240 1..2 287 19.3 237 14.4 287 16-9 232 108 in 242 227 24.7 205 20.2 227 20-8 201 17.3 227 18-0 198 15,1 227 16.0 195 Ill in 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 188 120 in 17.6 184 17.9 167 TABLE 36 r�ti,1.1111.1 Substrate: Anchor Type: /1[lYIIVI 2.7k Concrete 3I16" Elco Ultracon 1/4" Elco Ultracon VC QYIL 3.5k Gana. 5I16" Cana. U1lracon ! Hollow CMU 1/4" SS Elco 5116" Elco 3/16 Elco Ultracon 1!4" Elco Ultracon AggreGator Uliraeon Filled CMU 1/4" SS Elco AggreGator PT Wood #10 Steel #12 Steel Screw (G5) Screw (G5) I S Anchor Clip Patterns Edge Distance (in): 1" 2-1/2" 1" 2-112" 3-1/8" 1" 111r2" • • •t" • • 2-11�" • • �" 3-1l8" 2" 0.48" 0.54" Embedment (inj 1-3/4' 1-3/4" 1-3)4" 1-314, 2" 1-114" •1-1/4" • 1-1�1 1"• + 1-i/4" 1-114" 2" 1 3/e" 1-3/811 2 Anchors @ 4.75" Min O.C. J Standard or Offset Clip (Fig. 1): 390 ibs 390 Ibs 450 a 8W Ibs ie44 lbs 270 tbs 2 Qlbs • 3 I 40 • 574 ibs 664Ibs 940 lbs 341 Ibs 4421bs 4 Anchors @ 1.15" Min. O.C. 1 Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs NIA N/A NIA NIA 01bs• • Nl#�• • NIA • **N/A NIA NIA 682 Ibs 885 Ibs 4 Anchors 3" Min. O.C. 1(2) 2z5 Angle Clips J (Fig- 3): 780 Ibs 780 Ibs 680 ibs 1560 ibs 1896 !bs 540 Ibs 580 Ibs N!A 760 Ibs 748 Ibs 880 Ibs 1892 Ibs 682 Ibs 885 Ibs 2 Anchors Q 0.45' Min- O.C.I U-Clip, into _125" Alum. (Fig. 4): N/A NIA N!A NIA NIA N/A N/A NIA NIA NIA NIA N/A N/A • NIA 1 Anchor / F-Clip (Fig. 5): 195 tbs 195 its 225lbs 445 ibs 822 Ibs 135 Ibs • 140 I s 1 lys O tbs R 1 I 332 Ibs 473 Ibs Ibs 221 Ibs 2Anchom Q 1.15" Min. O.G./ F-Clip (Fla. 1 240 Ibs 350 Ibs NIA NIA WA N/A • •190 s • ! • NI • 341 X/A• NIA NIA 347 Ibs 4421bs TLIt- CARAC Anir-unq aeTTr-PH ANn ANr.HOR VALUES AS THE STAN MD Clip. � • \ .-..+, "� I lrc no rn a>= C Cr1 1A1 TUCCYARAOI t I G r'1K1 CFJF{ NU I E: FOR I HE urrJC I i.ur, U, � 1114 -nl"1 I FIGURE 1: FIGURE 2: ® ® I's ® 0 l4lrC�Lc� vrti.�Ca nr�� vv�� 1� • 1 , ,� , ••• • • • • ••• • • TABLE NOTES : : V: ; : • I) SEE SHEET 1 FOR INSTRUCT11ON5 ON USING THE TABLES AND SHEET 25 FOR INFORM/ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I /1f7LG YH Mullion Capacity Table (Ibs1W) Opening Width (far vertically-sparyling mullions) or Opening Height (for horizorltaliyR-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular Trap(Triang. Rectanguiar Trap/Tdang. Rectangular Trap/Triang, Rectangular Trapariang. Rectangular TraprTriang. Rectangular Trap/Triang. Rectang 1 X 2.75 X Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loading Loadir .660 Alum. a t r Tube o- Q r t°a G D a G C- C. 6 6 .'.i L n ipd, G. g Q A A G C. 0. '' G Q. � M� m y C. G. n `G. A i �/, Mullion rp U m G Uv �y v_ G U a m U {p G Uv R U_ R G Up N U IC G U� U R G Ua fC U tp Ub U V-o C �_ C N C `' L e N �_ G 'N- 7 e N p` 7 ep N C o L 7 Q o L 7 e (''^{ C L 3 L ?K .c 7 L 7 J= .� J s yRl H -_, C1 N U (T V V C' rZi 7 VGS 7 w t L .� _C ' to .L c g __ 7 C y 7 CV, N �LG c N QrC 7 ^2G C N QfY ? c N QK .G �G Q2' C`-• ^.. r Q� p i �A Qrr; �_.ca QiY is c. 5 `tiK �LG 4� �.Oi QIV � `Lv Qa �c 42 �G d0. �G QR 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 SW 17D.0 992 170.0 519 170.0 1116 170,0 521 170.0 1240 170.0 521 1700 1488 170.0 521 158.7 48in 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 ' 50.825in 170-0 747 170,0 563 170.0 898 170.6 631 170.0 1046 170,0 684 1T0.0 1185 170.0 723 162.6 1286 170.0 747 146.3 1286 170,0 756 121.9 1286 170.0 756 104.5 ' 54in 170.0 797 1X0 612 170.0 9W 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 $37 120.6 1130 170.0 858 10D,5 t130 170-0 861 88.1 60in 170.0 885 170.0 701 146-5 915 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 728 87.9 915 118.5 720 73.2 915 114.4 715 b2.8 63in 151.8 830 161.9 710 126,5 030 138.9 694 108.5 830 123.2 681 94.9 83D 1122 670 84.4 830 104-6 662 75.9 830 99A 656 63.3 830 94.5 649 54.2 p 66in 132.1 757 140.0 650 110,0 757 119.8 638 94.3 757 105.9 624 625 757 86.1 814 73.4 757 69.1 806 66,0 757 842 600 55.0 757 79.0 9 C J 72in 101.7 636 106.8 552 64.8 636 91.0 540 72,7 636 80.1 530 63.6 6W 72.2 521 56,5 636 66.5 514 50.9 036 82.3 508 42.4 636 57.2 50 .3 5 76in 66.5 571 90.4 498 72.1 571 76.8 488 Bt. 571 67.4 479 54.1 571 80.6 471 48.0 571 55.5 464 43.2 571 51.8 459 36.0 571 47.0 451 30,9 78in 80.0 542 83A 474 66.7 542 70.8 465 57.1 542 62.1 458 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28,6 90ln 52.1 407 53.7 361 43.4 407 45.4 355 372 407 39.6 349 32.5 1 407 35.3 343r68. 407 32A 338 26.0 407 29.6 334[V.9 407 26.1 327 18.6 96in 42,9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 358 26.1 300 21.5 356 24,0 296 358 21.0 289 15.3 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 2" 283 18.0 240 15,1 283 16.5 237 111ir. 27.8 267 28.3 242 211 267 23.8 238 19.8 267 20.6 235 17.3 287 18.3 231 267 16.5 228 t20 in 22.D 229 22.3 209 16.3 229 18.8 205 15.7 229 16.2 202 TABLE 46 Substrate: 2.7k Concrete Ancnorca 3.5k Conc- iry tame tos Hollow CMU Filled CMU PT Wood 5/16" Eko 1/4' SS Elea 5116' Elco 114" SS Eloo 910 Steel #12 Steel CGp Patterns Anclxir Type: 3/16" E1co Ultracon 1!4" Elca Ultracon Ultracon 3116" Efco Ultracon 1/4" Elco Ultracon ABgreGator Ultracon AggreGator Screw (G5) Screw (G5) S Anchor Edge Distance <in): T' 2-1/2" t" 2-1/7 3-1I8" 1" •2-1/2" • •f" • R-ti" • • 2' 3-1/8' 2" 0.48' Embedment (in): 1-314" 1-314" 1-314" 1-314" 2" 14/4" V114" 4• 1,0144 O.1 : • •1-1/4" 1-114" 2" 1-3/8" 1-316" 2 Anchors (M 4.75" Min. O.C. I Standard or Offset Clip (Fig- 1). 390 lbs 390 lbs 450 lbs 890 lbs 1644 lbs 2T0 lbs akif1 Ibs• • 3 4 r 40 s� ibs 684 Ibs 9461bs 341 lbs 442 ibs 4 Anchors Q 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2x 480 lbs 700 Ibs N/A N/A NIA N/A 380 lbs WA NIA WA WA WA "IbsBE151 4 Anchors @ 3" Min. O.C. 1 (2) 2x5 Angle Clips I (Ftg. 3J 780 Ibs 780Ibs 680 ibs 1560 lbs ibs WA 760 Ibs 748 Ibs 880lbs 1892 Ibs 5 bs 2 Anchors @ 0.45" Min. O.C. / U-Clip, into ,125" Alum. (Fig- 4): NIA NIA N/A N/A A18961bsAllbs660 • tJA4t •NIA WA N/A WA N1 Anchor I F-Clip (Fig_ 5): 195 ibs 195lbs 225 Ibs 445 Ibs 140 I±ls 1i7 Itss• 1 1f� 332 Ibs 473 Ibs 170 Ibs 22t tbs 2 Anchors 1.15" Mitt. O.CI F-Clip (Fg. 6): 240 Ibs 350 Ibs N/A N/A •190 Bier IP•• • I WA NIA 341 lbs 442 ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON S ••• • • • • ••• • • FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 0 1) SEE SHEET 1 FAR QV5TT1Cr,�ONiS;QN VS1N6 ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION THE TABLES AND SHEET 25 FOR INFORMATIC METHODS. TA42I G SA Mullion Capacity Table Ibs/fi2) Opening Width (for vertically -spanning mullions) or Opening Height (for horizordalVspanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1" x 3.125" x Rectangular Loading Trp/Tnang- Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Thang, Loading Rectangular Loading TrapiTriang. Loading Rectangular Loading Trap/Tiiang, Loading Rectangular Leading TreplTriang. Loading Rectangular Loading Trap/Trfang, Loafing Rectan6 Loadir .600" Alum MUEI 4G1 c " o y isG UQ i5 ._ t u me �� a W 0 c N 7 o `dv p ty t 3 e m Q rY Zi c N _�'� G U0 i it D ..- s a C N Q�rr VU C N oC UQ : d 'F] ._ L c m Q ID 0 V c �N.y o C 7 G W N U C-. a C1 Y L 7 G m QC W 0W V C �y of 7 Q r2 G ID a iaG V-a w O .- C W Q CN oC. 3 �G a v - a .c C W Q tK k W U C N oC p G a O'_3 t c G m f! WID a c 3 G � EGp, L m ti .... t V m a UW cH u� 7 a k ut0 G.��. v o G t c u VW ctV DiC 7 k VW .�•-. ,C 7 C ID tWa] _ a aG>ID U o t 3 F m ix U C N �C 7 a G UV U `a g L 7 C ID Q� cuL U FN �� .G un W CJv CUS, iCj u 0 IDTube U C ce4 _ 42in 170.0 620 170.0 435 170.0 744 170.0T47e 170.0 868 170,0 5o6 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.048in 170.0 708 170.0 524 170.D 850 170-0 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170,0 677' 170.0 1417 170.0 680 157.7 1577 170.0 530 135.1 50.625 in 170.0 747 170.0 5fi3 170.0 896 170.0 170.0 1046 170.0 684 170.D 1195 170.0 723 170.0 1345 170,0 747 170.0 1494 WU 756 141.7 1495 170.0 756 121.5 54 in 170.0 797 170.0 512 170.0 955 170.0 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 337 149.5 1401 170.0 856 124.6 1401 170.0 861 1 D6.8 60in 170.0 885 1710 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 167.0 928 123.3 1156 156.5 917 111.0 1156 1493 910 92.5 1158 144.5 903 79.3 63in 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.3 1049 141.7 046 106.5 1049 132.0 836 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 � 86 in 156.E 955 170,0 789 139.0 -955 151.3T39638.7 955 133.7 788 104.2 955 121.4 775 92.6 955 112.E 765 83.4 855 106.4 757 69.5 955 89.8 74 9.6 C J 72 in 128.5 803 134-9 697 107.0 b03 114.9 803 101.1 670 80.3 803 91.2 659 71.4 803 83-8 649 64.2 $03 78.6 642 53.5 803 72.2 632 45.9 76 in 109.2 721 114.1 629 91.0 721 97.0 721 85.1 605 88.3 721 78.5 585 60.7 721 70-1 586 54.6 721 65,4 579 45.5 721 59.4 569 39.0 78 in 101.0 684 MA 599 04.2 684 89.4 684 78.4 576 63.1 684 70.4 567 56.1 684 64.4 558 50,5 684 59.9 551 42-1 684 54.1 541 36,1 go in 65.8 514 8T.9 456 54.8 514 57.3 514 50.0 440 41.1 514 44.8 433 36.5 514 514 37.3 421 27.4 514 33.0 412 23.5 96in 54.2 452 55.7 404 45.2 452 47,0 452 40.9 390 33.9 452 36A 384 30,1 452 452 30.3 373 22.6 452 26.6 365 19.4 08 hr 3&1 357 38.9 322 31.7 357 32.7 357 28.4 312 23.8 357 25.2 308 21.1 357 L218 125817,5 357 20.8 299 15.9 357 18,0 293 13,6 III in 35.1 338 35,8 306 29.2 338 30.1 301 25.D 338 26.1 296 21.9 338 23.t 292 19.5 338 338W92 14.6 338 16.5 278 12.5 120in 27.7 289 28.2 263 23 1 289 23.7 259 19.8 289 20.5 258 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 11.6 289 12-8 240 9-9 TABLE5B Ancnoruapactry raoiepr+sl Substrate: 2.7kContr8e 3.5kCcnc. Hoil owCIAU Filled CMU PT}bood 5116' Elco 114" 5S Elco 50T Elco 1/4" SS E1co ###0 Sty #s!12 Steel Anchor Type 311E'EIcoURracal V4"EcoUitraton Ultracon arlS"ElcoUtlracon 114"EicoUnracon AggreGator Ultracm AggreGAor Screw(G5) SuRY(GS) S Anchor Clip Patterns EdgiaDstancepnj: t" 2-1/2" 3-1/8" 1" 2-1l2" •1"• C-UA • • .2" 3-IM' 2" 0-48` 0.54" ErntieMent{ri: 1314" 1314 1„3W I-N4" 2" 1-V4" 1-V* •11149 A-tr4" • • 1-144' 1-114" 2' 1-3V 13r8" 2 Anchors 4.75" Mln. O.C_! StarlOarw or Offset Clip (Fig- #): 390 Ibs 390 I� 450 Ibs 890 lbs 1644Ibs 270Ibs 2ellbd • 3 EDS. 4D • • 37rt�b 664 tbs 94i3Ibs 341 Ibs d42 f� 4 Anchors @ 1.15" Mtn, O.C_ I Standard (or Offset) Clip (Fig 2} 480 Zs 1 700 Its, NIA N/A NIA N/A 3801bs N/A WA NIA NIA WA 682Ibs 885 lbs 4Amhors @ T Mln. O_C- I ('7) 2x5 Angle Clips! (Fig. 3): 780 lbs 780 Ibs 680Ibs 15W Ibs 1896Ibs W. Ibs am Ibs N/A 760Ibs 748 Ibs w Ibs 1892 Ibs 662Ibs 685lbs 3 Arr hors @ 0.45" Min. O.G. / U-CIIp, "into -125" Alum (Fig. 4): NIA N/A NIA N/A NIA NIA "A • • • N/A • • OVA • N/A • N/A NIA NIA WA 1 Anchor/ FCI1p (Fg. 5): 195 Ibs 1951bs 225 Ibs 445 l� 822lbs 1351bs •14f0 tbs V. 177 If►s N201bs • 487 IW 332 Its 473 lbs 17011s 221 lbs 2 Anchors @ 1.1a, Mln. O.CJ F�Cflp 09g Ak 240 Ibs 3501bs NIA NIA to/A NIA •TSf,lbs • • N/Ar • Wq • /A. NAWA 341 Ibs 4421b3 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANcHc)R VALUtJ AJ I rtt ,) I HrvuArcv t,ur- • • • • • • • • • • • • FIGURE 1: FIGURE 2: TABLE NOTES: : : : ;.; • • • • • • • • • • ® 1) SEE SHEET 1 F"R INISTRIJCTI6N9 ON 0144 THE TABLES AND SHEET 25 FOR INFORMAT e SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TARI P RA Mullion Capacity Table (lbsne) Opening Width (for vertically -sparring mullions) orOpening Height (for hodwntally-spanring mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in RT�Loading TraplTriang. Rectangular Trap/Triang. Rectangular TrapMang. Rectangular TraplTdang. Rectangular TrawTdatg. Rectangular TmpTriang. Rectangular TraplTriang. Rectang 1 x 4 x .125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loader Alum. Tube 2 2 n � �' v � o � o _ p z' p Mullion t> W O u R C o m 10 G.Q ci W a o _ m 4 o 4 C c> W N 0.� a W 4 v A N as n IR 4 u /0 N 0-� u W 4 _ W 11i 4.G W 4 onc /0 N RE m 4 l0 N 9.2 W 4 W N C.-0 G M n W N 4A G m d WqNGUi..)y W O.� tc II. a 6.8 A W ✓1 ++W R W ...� W W G tl W v W u W 0v W u 1J W W G (0 {0 G W o W G n�Y W W W W C •� 7 � L 7 Y � r 7 � L C L� L� a L� _ t� •_ t= _ r 7 a G 0�1 C m 7 G m 7 N tl 7 y C u C L N 3 a M C d ,p Q Ix a K tl C Ir ,p rL G C W a Ix 3 p S G G Q 7 a G cc n Q. a: 2 G Q W G Q a G G G 42in 17C.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170,0 519 170-0 1116 170.0 521 170.0 1240 170.0 621 170.0 1483 170.0 521 145.8 ' 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 660 130.3 1303 170.0 680 111.7 ' 50.625 in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 ' 64in 170.0 797 170.0 612 170.0 956 170.0 W 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 556 102.9 115B 170.0 861 88.2 60in 170.0 885 170.0 701 166.7 1042 170.0 797 142,9 1042 161.1 832 125.1 1042 146.7 B15 1112 1042 136.8 901 100.D 1042 130.2 791 83.4 1042 125.1 782 71.5 631n 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 766 90.7 992 114.8 758 75.6 992 105.4 745 64.8 789 137.8 947 148.0 766 116.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 107-2 727 68,9 947 95.1 713 59.1 66 in 165.4 947 170.0 Y C 72 in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 896 75.6 649 88,7 686 67.9 849 82.7 675 56.6 849 75.3 659 48.5 J _ 761n 115.5 762 120.7 665 96.3 762 102-6 652 82.5 762 90.0 640 72.2 762 80,9 629 64.2 762 74.2 SO 67.8 762 69.2 613 48.t 762 62.8 602 41.3 2 78in 106.9 724 MA 634 89.0 724 94,6 621 76.3 724 82.9 609 66.8 724 74A 599 59.4 724 68A 591 53.4 724 63.4 583 44.5 724 57.3 573 36.2 90in 69.6 643 71.8 433 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 458 38,6 543 42.8 462 34,8 543 39,5 446 29.0 543 34.9 436 24.8 96in 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 395 23.9 478 28.1 386 20.5 108in 40.3 377 41,1 341 33.5 377 34,6 335 26.8 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 3T7 19.0 310 14.4 M in 37.1 357 37,8 323 30,9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20,B 357 22.0 305 18.5 357 20.1 301 15.4 357 1T4 294 12Din 29.3 306 29.8 279 2¢.5 30fi 25A 274 21.0 306 21.7 270 18.3 306 19.2 267 16.3 30C 17.3 263 Li 144 in 17.0 212 17.2 196 TABLE 6B Anchor Ca Ity Table fibs Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU FT Wood Clip Patterns Anchor Type 311fi" Elco Ultracan 1/4" EEco Ultracon 5116' Elco3116" Ultracon Elco UIV�:9 • • •10 0 .Uttrayon • 114" $S EIca g eO�or 5116" Elco Ultracon 1/4" SS Elco AggreGatot #10 Steel Screw (G5) #12 Steel Screw (GS) .4Anchor Si Edge Distance (In?' 1" 2-112" 1" 2-112" 3-118" 1' 2-12' al. • i-il • • i" 3-116, 2" 0.49' 0.54" Embedment (In). 1-3/4' 1-3/4" 1-3/4' 1-3/4" 2" 1-1/4" 1-114" • 1•I/44# #AW • • 1-1/4-9 1-114' 2" 1-318" 1318" 2 Anchas @ 4.75" Min. O_C. I Standard or Offset Clip (Fig. 1&21: 390 lbs 390lbs 450 lbs 890 lbs 1644lbs 270 tbs 280 lbs 354 lbs 740 lbs. 374 fbs 664 lbs 946 Ibs 341 lbs 442lbs 4 Anchors @ 2.25' Min. O.C. / Standard (or Offset) Clip (Fig. 3): 700 Ibs 700lbs 580 lbs 1410 lbs 952 lbs NIA 5W lba NIA 630 rbs NIA 8801bs N/A 682 lbs 885 lbs 8 Anchors @ 1.15, Min, O.C. I Standard (or Offset) Clip (Fig. 4): 960 Ibs 1400 lbs WA WA NIA NIA 7gijbs• • NIA • AP4 • A • NIA WA 1363lbs 1770 lbs 4Amhors @ 3" Min. O.C. / (2) 2K5 Angle Clips / (Fig. 5): 780Ibs 780 Ibs 6801bs 1560 lbs 1896Ibs 640 lbs lbs NIA• 76Q As •748 Ib Sao lbs 1892lbs 682 lbs 885 lbs 6 Anchors @ 3" Min. O.C. 1 (2) 2z5 Angle Clips I (Fig. 6): 1170lbs 1170 lbs 1020 )bs 23461bs 2844 lbs 810 lbs 14IMbs R(A• 1?40 lbs • 01124 It* 1320 Ibs 2838 lb. 1022 lbs 1327 lbs 4 Anchors @ 0.45" Min. O.C. / U-Clip, info .125' Alum. (FQ. 7): NIA NIA NIA NIA N/A WA MIA NfA • W *N/A • WA WA NIA N/A 2 Anchors @ 2.25' Min. O.CJ F-Clip (Fig. 8): 350 lbs 350 lbs 290 lbs 705 lbs 476 lbs WA 280 lbs NIA 315 Ibs NIA 440 lbs N/A 341 lbs 442 lbs 4Anchars @ 1.15" Min. O_C.1 F-Clip (Fig. 9): 4801bs 700 bs WA N/A NIA WA 380 lbs WA WA NIA NIA N/A 682 lbs 895lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD UP .. ; ; : ';' ; % . . . . . % . . . .. . . . .. TABLE NCPTE6: • • 000 • • FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: I SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR TABLE 7A Mullion Capacity Table (lbslft) Opening Width (for vertically -spanning multions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 7D in 80 in 9D in too in 120 in Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/idang. Rectai 1 X 4 X .375 Lcading Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loa, Alum. Tube Z Z � i Z Z' w L & "T" Mullion •c,, e o a� e m aypv •a e a. � .. e M. � `2. � r. Q m n.a � e a � ... m � -a e a -u m m an � c3 q�p e w nr m n as QL 8 Q n 8 m w ac N n c m as 8 a a Li u a� a r a w o as H a a " A nqa A n e e ab t°; v a a (� m m as e a U a 8 (5 3 U U 4JC Ci v C3 45 t�ci r3 1 ci Ci a C) c� v c� L? _ 3 L L L L 2 .C`y L O L1.9 �yy .�C 7 Cyy r �i o` L •^J t 2 L 7 9 `yy L 7 R .5 2 Q 2 C N C C N C m 7$ C e 7 C N 7 ,p C N ,q C C C) G' N 7$ a N a G L d S3 C 9 7 N C d 7 v Q {L" r2 v K Q.' G Q fY `2 v Q v G R' v Q 0-" G S .a Q, �. G Q G 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 SW 170.0 506 170.0 992 170.0 519 171.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 48in 170.0 708 170.0 524 170.0 B50 170.D 584 170.0 99Z 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.fl 680 170.0 1700 170.0 680 170.0 50,625in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 '170.0 684 170.D 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1795 170.0 756 158.0 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170,0 1504 170,0 996 155.5 1619 170.0 1033 129.6 1619 170.E 1063 111.0 63in 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 166.5 1158 100.7 r 66in 170.0 974 110.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 17D.0 1036 142.8 1472 165.8 1148 125.5 1472 158.8 1130 107.1 1472 147.8 1108 91,8 m 72in 170.D 1063 170.0 878 17o.0 1275 170.0 1009. 150.8 1320 166.2 1101 132-0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 J 761n 170.0 1122r70. 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978149.5 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 781n 166.1 1124 967 138.4 1124 147.0 W5 118.6 1124 128.8 947 10.8 1124 115.6 93192.3 1124 105.8 918 83.0 1124 96.5 906 69.2 1124 89.0 890 59.3 90in 108.1 944 750 90.1 844 94.3 736 77.2 844 82A 724 67.6 844 73.3 71260.1 844 66.5 702 64.0 844 61.4 693 45.0 844 54.2 678 38.6 96in 89.1 742 . 863 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.6 631 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 rosin 62.6 586 63.9 530 52.1 586 53.6 521 44.7 586 46.6 513 39.1 586 41.4 606 34.8 586 37.3 J 498 31.3 586 34.2 492 26.1 586 29.6 481 22.3 111 in 57.6 555 58A 503 48.0 555 49.5 495 41.2 555 42.9 487 36.0 555 38.0 480 32.0 655 34.2 473 28A 555 31.3 467 24.0 555 27.1 457 20.6 120 in 45.6 475 46,4 433 38.0 475 39.0 426 326 475 33,7 420 28.5 475 29.8 414 25.3 475 2fi,8 409 Z2.8 475 24.5 404 19.0 475 21.1 395 16.3 144in 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B Anchor Ca ity Table Ibs Substrate: 2.7k Concrete 3.5k Canc. Hollow CMU Filled CMU PT Wood Anchor Clip Patterns Anchor Type NIT Elco Ultracon 1!4" Elco Ultracon o 516" Elco Ultracon 3116" Elco Ultra 4 • .1 • 0 6k0.U1i at 0 : 114" 55 Elco 40g Uor 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) 412 Steel Screw (G5) # S4 Edge D-stance (in): 1" 2-1/2" 1" 2-112" 3-118" 1" 2-1 " • " • -1 • • t" 3-116" 2' 0.48" 0.54" Emtpadment (In): 1-314" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4' 1-1 4" • lA/4• t- A" • • 1-114% 1-1I4' 2" 1-318" 1-341- 2 Anchors @ 4.75' Min. O.C. I Standard or Offset Clip (Fig. 1d2): 300 Ibs 390lbs 450 ibs 890lbs W44 lbs 270 Ibs 280 lbs 354 lbs 740 lbs 374 Ibs 664 Ibs 946 Ibs 341 Ibs 442 lbs 4 Anchors @ 2.25' Min. O.C. I Standard (or Offset) Clip (Fig. 3j: 700 Ibs 700 lbs 580 Ibs 1410 Ibs 952 Ibs NIA 5601" NIA 630 lbs N/A 8811 lbs WA 682 Ibs 885 Ibs 8Anehors @ lAY Min. O.C. / Standard (or Offset) Clip (Fig. 4k 960lbs 1400 lbs NIA N/A NIA N/A 7QUbs• • N/A •. •144 •VA • NIA N/A 1363 Ibs 1770 Ibs 4 Anchors 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 7801hs 7601Ds 680 lbs 1560 Ibs 1896 Ibs 540 lbs Fj3 lbs NIA. 76Q s • 4Al 880 lbs 18921bs 68216s 885 Its 6 Anchors 3" Min, O.C. / (2) 20 Angle Clips I (Fig. 6): 1170 Ibs 1170 lbs 1020 Ibs 2340 Ibs 2844 Ibs 510 lbs 4 bs R/A • 1 40 Ds • •11 Z2 A?b 13201bs 2838 lbs 1022 lbs 1327 Ibs 4 Anchors Q 0.45' Min. O.C. 1 U-Clip, Into .125" Alum_ (Fig. 7)_ NIA NIA NIA NIA N/A N/A N/A NIA • NIA *NIA • NIA NIA NIA NIA 2 Anchors @ 2.25' Min. O,CJ F-Clip (Fig. 8): 350lbs 350 ibs 290 lbs 705 Its 476 lbs WA 280 Ibs NIA 315 lbs N/A 440 fbs N/A 341 lbs 442 lbs 4 Anchors 1.15" Min. O.C./ F-Clip (Fig. 9): 483 the 700 Ibs I NIA N/A N/A WA 380 lbs N/A WA NIA NIA N/A 682lbs 1 885 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD M15. • • • • : :W: • . .. .. . . • .. .. TABLE N(3VS:• • • •" ' • FI(;t IRF 1- FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: e SEE SrHEETc�FORuc�RUCTcONQS ONUSING cTGI I ATIMI na DHh�GT 25 FOR 3NF TABLE M Mullion Capacity Table (Ibs1W) Opening Width (farverticaffy-spanning mullions) or Opening Height (far hlorizontalfy-spenrurlg mullions) 50 in 60 in 70 in 80 in 90 in 10D in 120 in Rectangular TraplTdang. Rectangular. TraplTriang. Rectangular TrapMang. Rectangular TraplTriang. Rectangular TraplTriang. Rectangular TraplTdang. Rectangular iraplTriang. Recta 1 25" x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa 3.188" x � � Z, Z r & A, P Al .265" Alum a a o ii� U a U o v V n ,a b anA u o V a o a� U o. V o.a V a V �� U Q & CL V a o ¢n n a o _ a� u a V 4L d+ a a _ a� 0 a Tube Mull U 3v rtf C S` c o C p i C p t p i C yo d C O O c o d C O G C 0 C o L C O= O d C c _O > c m O a t j v iU O `LG c w O `r- 5 y G 7 C m O �° MLG Z c m � c m M2 ,`$ c m 9 c m 9 `2 c m = gi $' `2G Cam, a�i Qre G RtY QK .0 - SD-' Q f- 22G QIr G Q �' 2G Q w' Q it 2 G G. R� Q K C QaC v Q2' L� G 42 in 170.E 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48in 170.0 708 170,0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170,0 1417 170.0 680 154A 1548 170.0 680 132-7 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.D 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 54 in 170.0 797 170.0 612 170.0 966 170.D 691 170.0 1116 170.0 764 17D.0 1275 170.E 803 163.1 1376 170.0 837 146.E 1376 170-0 856 122.3 1376 170.0 861 104.8 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 87D 139.0 1153 167.4 930 123.6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 63 in 170.0 930 170.0 745 160.1 1061 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 848 106.7 1051 132.3 837 95.1 1051 125.7 330 80.1 1051 119.5 822r46.0 967 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.E 777 92.8 957 112,8 767 83.6 957 106.6 759 69.6 957 100.0 750 66in 167.1 d 72 in 128.7 804 135,2 698 107,3 $04 115,2 684 91.9 804 101.3 671 8D.4 e04 91.4 660 71.5 804 $4.1 650 64.4 804 78.8 643 53.6 $04 72.3 63376 in 109.4 722 114.4 630 912 722 972 618 78.2 722 85.3 606 68A 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 67C 2 78in 101.2 885 1015.6 600 84.4 685 89.5 588 72.3 685 78.5 577 63.3 685 70.5 568 56.2 685 64.5 560 50.6 685 60.1 553 42.2 685 54,3 543 36.2 90in 65,9 515 68.0 457 54,9 515 57,5 449 47A 515 50.1 441 41.2 515 44.7 434 36.6 515 40.8 425 33.0 615 37.4 422 27.5 515 33.1 1 413 23.5 961n 54.3 453 55.8 404 45.3 453 47.1 397 36.6 453 41A 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 1 30.4 3T4 22.6 453 26.6 366 19.4 108 in 38.1 358 39.0 323 31.8 356 32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 212 358 22.7 304 19.1 358 2D.8 300 15.9 358 18,0 293 111 in 35A 338 35A 306 29.3 336 30.1 301 25.1 338 26.1 297 22.0 336 23.2 293 19.5 338 20.9 289 t746 338 19.1 285 120 in 2i',8 290 26.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 1 290 182 253 15.4 290 16.4 24S 144In 16.1 1 201 16.3 186 TABLE M AnchorCepacsty Table (Ibs) Substrate. 2.7kCorr rete a5kConc_ Hollow CMU Filled CMU FTW000 AnchorClip Pattams Anchor Type 3r16' EfcoUUracon 11Z E" Ultiaton 5115' Elco URra€an 3115' El€o,Ultracgp. •.�4 �IcQUlts on • • • . 114" SS Elco Agg.re*iitor A &W Elc o Uk2coh 114" SS Ef€o AggteGator #10 Sted Screw (G5} #'t2 Steel Se€ear (G7 S Etlge Ustance (ln): 1' 2-1/2" 1" 2-112' 3118" 1" 2-1 •1" • 1 ' • • •2" 31I9' 2' 0.46" 0.54" Embedrnen:(In): 1314" 13"r 1314" 1-N4" 2" 1-114" 1- 14'• 1111IMP 41AW • • 1-1I0 1-114, 2 1--3r8"' 1 m, 2Anchors @ 4.7Y leltn O.C_ I Standard or Offset Clip (rig. 1)- 3901bs 390 its 450 Ibs 8901ts 16" Ibs 2701bs 280lbs 354lbs 7401bs 374lbs 664 Ibs 9461bs 341 Ibs 442 tts 4 Anchcfs @ 1.15" Min. O.C_ I Standard (or Met) Clip (Fig. 2)_ 480 lbs 100 lbs NIA NIA N1A NIA 380 Ibs NIA NIA NIA NIA NIA 682 Ibs 885 lbs 4Ancnors @ 3' Min, O_C.1 (2) 2x5AngleClipsI (Flg 3)_ 780lbs 780Ibs 680 [be 1560lbs 1896103 540Ibs 5"N . 4A • jVgs j40 Ibs• 880Itts 1892 u 682IDS W lbs 4 Arc hors cQi 0.45" Min. O.C- 1 U Ctlp, Into -125' Alum. (Fig 4), NIA WA NIA NIA NIA NIA • OA ' IVIA, 1A • NIA• NIA N/A NIA NiA 1 Archon F-Clip (f9g 5� 1950s 195 tbs 225 Ibs 445lbs 822 It% 135lbs 01401bs 0 IW 1175 1 !70 lbs • • ISF Ot 332 Ibs 473lbs 170 lbs 221 Its 2 Anchors a@ 1.15 Min. O.CI F-Clip (Fig. 6y, 240 Ibs 350 fbs NIA N/A NIA NIA 1W Its a NIA • */A • NIA • NIA NIA 341 Ibs 442 Its nInTF- FOR THE OFFSET CLIP_ USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •.. . . • • ••. . . FIGURE 1: FIGURE 2: TABLE N�Td 1} SEE 14E!E I;� 1 FCFR IMSTfIJNS QN USING THE TABLES AND SHEET 25 FOR IP 0 ® ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 9A 60 l 70 in Opening Width (forvertic> Mullion Capacity Table (lbstft` y-spanning mullions) or Opening on t� r horizontally -spanning 120 in 1401 uu W " Rectangular Trap/Tdang. Rectangular Trap+Triang. Reoten gular Trap/Trleng Rectangular 7rapTriang. Rectangular Trapfrneng Rectangular TraplTriang. Rectangular Rectangular TreplTdang. 1.25 x 3.25 Loading Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loading Loading Loading X .100 Alum. Tube 15 o . .. .0 ill 8� £ S14 illy Z _ Mullion 5 �- s h o g1- .2r s r-:5 .Q g- L s= s 73 �� 42in 170.0 620 170.0 435 170.0 744 170.0 470 170.0 868 170.0 605 170.0 992 170,0 519 IM0 1116 170.0 521 153.3 1118 170.0 521 t27,7 1118 170,0 521 109.5 1118 48in 170.D 708 170.0 524 t70.0 850 170.0 584 167,6 978 170.0 630 146.7 978 170.0 661 130A 978 170.0 977 117.3 978 170.0 680 97.8 978 170,0 890 83.8 978 50.625In 170.0 747 170.0 583 170,0 896 170.0 631 150.7 927 170,0 684 131.9 927 166-5 708 117-2 927 159.1 699 105-6 927 156.3 698 87.9 927 1%3 895 75.4 927 64in 170.0 797 170.0 612 154.5 869 170.0 691 132.5 869 153.9 683 115.9 B69 144.8 689 103.0 869 134,0 860 92.7 869 129.8 654 77,3 869 128.8 652 66.2 869 60in 143.2 746 153.8 634 119.4 746 132.3 620 102.3 746 117.8 608 89.5 746 107.8 599 79.6 746 101.0 592 71.6 746 06.6 587 59.7 746 93.3 583 61.2 746 t 63in 123.7 6T7 132.0 579 103.1 677 113.2 566 88.4 877 100.4 555 77.3 677 91.4 546 88.7 877 85.2 539 61.9 677 81.0 534 51.6 677 77.0 629 44.2 677 c 661n i07.8 617 114.1 530 89,7 817 97.6 519 7fi.9 S1T 86.3 509 67.3 617 18.3 500 59.8 617' 72.6 494 53.8 617 68.7 489 44.8 617 64.4 483 38.4 817 72 in 82.9 518 87.1 450 68,1 518 74.2 440 59.2 518 65.2 432 5t.8 518 58.8 425 4b.1 518 54.2 419 41.4 518 50.T 414 34.5 518 46.6 408 29.8 518 0 - 76 in 70.5 465 73.7 406 58.7 466 62,6 398 50.3 465 54.9 390 44.1 465 49.4 384 39.2 465 45.3 378 35.2 485 42.2 374 29.4 465 38.3 367 25,2 6 78 in 65.2 441 68.0 387 64.3 441 57.7 379 46.6 44t 50.8 372 40.8 441 46.4 366 38.2 441 41.6 360 32.6 441 38.7 368 27,2 441 34.9 349 23.3 441 90 in 42.4 332 43,8 295 36,4 332 37.0 269 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15,2 332 86 in 35.0 291 35.9 260 29,1 291 30.3 258 25.0 291 26.4 252 2t.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 241 14-6 291 17.1 236 12.5 291 108 in 24.6 230 25.f 208 20.5 230 21.1 205 17.5 230 18.3 201 15,4 230 16.2 1198 III In 22.6 218 23.1 197 18.9 219 19.4 194 16.2 218 16 8 191 14.1 218 14.9 188 120in 17.9 187 18.2 170 i4,9 187 15.3 167 TABLE 9B Anchor Capacity -11We (Ids) Substrate: 2-7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood AmhorType: 3/16" Elco Ulttacon 114" Elea Ulhacon 5116" Elco Uttraoon 3/16 Elco Ultlacor• • • 1/1" 6icojlllragpn 114" SS Elco �g�t�br 5/16" Elco Ultraaon 1/4" SS Etco AggreGalar 910 Steel Screw (G5) #12 Steel Screw (G5) p St Anchor Cilp Patterns EEdgr. •" . . . . Distance (!n): 1" 2-1/2" 1" 2-112" 3-118" 1" 2-1 : • • . t! • 3-1/8" 2" 0.48" 0 54" mbedment (in): 1-314" 1-3/4" 1-314" 1-3W 2" 1-114" 1-1 - /4 • • f 4 •1- ! "• 1-1/4" 2" 1.316" 1-3/8, 2 Anchors @ 4.75" Min. O.C. / Standard or Onset Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 1644 Ibs 270 Ibs 260 IbsL354lbs 740 Ibs 374 Ibs 664 Ibs 946 Ibs 341Ibs 442 Ibs 4 Anchors @ 1.15" Min, O.C, / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs WA N/A N/A N/A 3801bs N/A NIA N/A NIA 6821bs 8851ba 4 Anohors @ 3" Min_ O.C. / (2) W Angle Gips / (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1560 ibs 1896 Ibs 540 Ibs SW4bs • 7Q011p 7aR,Ibs . 880 Ibs 1892 Ibs 682 ibs 885Ibs 3 Anchors @ 0.54" Mkt. O.C, / U-IIp, Into.100" Alum. (Fig. 4x N/A N/A NIA NIA N/A NIA •61A 10 J41A NIA N/A NIA NIA 1 Anchor/ FClip (Fig. 5x 1951951bs 225 Ibs 445 Ibs B22 !Ins 135 Ibs 40 s 0 I •18 Ibs 332 Ibs 473 Ibs 170 Ibs 221 Ibs 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6j 1 240 Ibs 350 Ibs N1A NIA NIA N/A 1M Ibs r NIA • N)A 4141A • NIA NIA 341 Ibs 442lbs TABLE NOTES: • ; ; ; ; •: • FIGURE 1: FIGURE 2: • • • 996 • • • ® 0 1) SEE SHEET F FOW1 71 A171OCIS dfg WNG THE TABLES AND SHEET 25 FOR INFORI e ON LOADING .WE NEEIFS :1-4 FDTYGENERAL INSTALLATION METHODS. i MY--rUC! AKin rnD nor=nnAtrr lnrinYuc IC At I TART F 1 nA Trapliriang. Rectangular Traplrriang, Rectangular Trap/i•riang. Rectangular Trapariang_ Rectangular Trepfrdang. Rectangular TrspJFriang. Rectangular Trap7TYiang. Rectangular Rectangular 1.2b X 32b Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading Leading Loading Loading Loading Loading x .624 Alum. 'rube 'u 'u umm n u u v in m in a ro■■f/1Mullion-(.7 (� � ci C] 'p () V -pii"O FO-1-1-a u O �i a d :..i rz'� �..7'NO O rJo¢ 9 pUp}i.oUQ cf C `L U S y � U Q is y �' U d0�� G 2' G �l L Y Q K �l rY G Q FC GP G Q v Q C v += �4 G 42in 170.0 620 170.0 436 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 l240 170.0 521 170.0 148E 170.0 521 170.0 1736 48in 170.0 T08 t70.0 524 170.0 850 170.0 $84 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 1T0.0 680 169.7 1979 50.626 in 170.0 747 17fl.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.D 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.5 1877 54in 170.0 797 170.0 012 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 937 170.0 1594 170.0 856 156.4 1769 170.0 661 134.1 1769 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 t417 170.0 944 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103,5 1611 930 170.0 745 170.0 1116 170.0 $60 170.0 1302 170.0 940 156.6 1370 170.0 1016 139.2 1370 170.0 1076 125,3 1370 164.0 1082 104.4 1370 165.9 1072 89.5 1370 170.0 974 IT0.0 789 170.0 1169 17D.0 903 155.6 1240 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 l08.9 1248 139.0 S69 90.0 1248 130A 976 77.8 1249 r63in170.0 iS7.8 1049 170.0 876 t39.9 1049 150.2 Q92 119.9 1049 t32.1 8T5 104.9 1049 1l9.7 860 93.2 1049 109.7 848 83.9 1049 102.7 83fl 69.9 1049 94.3 826 59.9 1049 142.7 941 t49.1 B22 118.9 941 126.8 806 101A 941 111.2 791 89.2 941 100.0 777 79.3 941 913 766 71.4 941 85.5 767 59.5 941 77.6 744 51.0 941 78in 132.0 894 137.6 783 110.0 894 tlG.9 767 94.3 894 102.4 753 82.5 894 91.9 740 73.3 894 84.1 730 66.0 894 78.3 721 65.0 894 70.7 70 447.1 B94 90 in 85.9 671 88.7 596 71.6 671 74.9 5115 61.4 671 65.3 575 53.7 671 56.2 566 47.7 671 52.9 558 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 96 in 70.8 690 72.8 527 59.0 590 61.4 518 50.6 690 53.4 509 44.3 590 47.6 502 39.3 690 43.0 494 36.4 690 39.6 488 29.6 590 34.7 477 25.3 590 108in 49.7 466 50.8 421 41.4 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 4G6 2T.1 391 23.6 382 17.8 4fi6 III in 45.13 441 46.7 400 38.2 441 31.3 393 32.7 441 34.1 387 28.6 441 30.2 382 26.4 441 27.2 376 22.9 441 24.9 372 J20.7466 441 21.5 363 16,4 441 120in 36.3 378 36.9 344 3D.2 378 31.0 339 25.9 378 26.9 334 227 378 23.7 329 20A 378 21.3 325 18.1 378 19.5 321 378 16.7 314 t44 in 21.0 262 21.2 242 1 17.5 1 262 17.8 239 16.0 262 15.3 236 TABLE10B AnenoruepamV raotejum) Substrate: 2.7k Concrete 3.5k COM Hollow CIVIL! Filled CMU PT Wood 5116" ElcO 114" SS Elco 516" Elco 1/4" SS Eico #10 Steel #12 Steel # Anchor Type: 3116' Elco, L6tracon 114" ElcoUltracon uRracon 3ri6' Elto UItlaCop• . 1a4^�1caUltra�on • •• . • • • • • a - 8tor Ultraton A reGAIor gg Screw (G5) Screw G5 ( ) Si AnchorCiip Paftems Edge Olstance (In): 1" 2-1/2' V 2-112' 3.119" t" 2- 2; •f" • -1 • • '2' Vila" 2" 0.48" 0.54" Embecknertt n): 13/4" 1-3t4" 1-3/4" 1-N4" 2" 1-114" 1- 1 "• t•1/4' '[-1At" • • 1.114• 1-114" 2" 1-318" 1318" 2 Anchors @ 4.79 Mtn, O.C. I Standard or offset clip (Tlg. 1}: 390 EDs 3901bs 4W lbs 890 IDS 16-44 Ibs 270lbs 280 Im 3541DS 7401Ds 374 bs 664 IDS 9461bs 34110 442 Its 4 Anchors @ 1.15" Min. O.C. 1 Standard (Or Offset) Cllp (Fig. 2}: 480 IDS 700 IDS NIA N/A NIA NIA 300 Ibs NIA N/A N1A NIA NIA 6821bs BBS Ile 4At1c hors @ 3 Mtn. O.C. I (2) 2%5 Angle Clips ! (Fig. 3): 780 Ibs 780 lbs 6801bs 1660 Ibs 1696 Ibs 6401bs 56Wbs• • NIA • "Ps ZV IDS • 88014s 18921115 682 ]bs 885 IDS 3 Anchors @ 0.54" M I. O.C. I U-Ctip, Into .10Er Alum. (F1g- 4} NIA NIA N7A WA N1A N/A • OA NI • lit • N!A' N/A WA NIA WA 1 Anc hor/ F-CIIp (Fig, 5): 1951D5 195 IDS 225IDS 445 tbs 822 IDS 135 IDS •k 177 lit 9701DS • • 19F Itn 3321D5 473 (ix 170 ibs 221 Ihs 2Anchor. @ 1.10, Min O.C./ F-Cnp (Fig. 6): 2401Ds 35014s NIA NIA NIA N/A !>;0 tbs NIA • e€JA •NIA • WA NIA 341 IDS 442 IDS FIGURE 1: FIGURE 2: TABLE NOTES: ' ; • : : : : • : • 1) SEE SHEET 1 FOR iR6Tw:JCsTIONSbN UIN4 THE TABLES AND SHEET 25 FOR INFORMAI ON LOADING. SEM NtETS02-4 tOffMARALINSTALLATiON METHODS. _. . ...___ ..1.11 1 1 -^riiG nAln JnO nDCP11K1i_` 1h11MTUC rC 6t 1 nAA TABLE 11A Mullion Capacity Table Opening Width (for verticaily-spanning moons) or Opening Height (for horizontaally-spanning mullions) en in TO in 80 in i 9fl in fOQ In 120 in 140 50 in Traprrriang_ Rectangular Traplrriang. Rectangular TfatxTriang. Rectangular Treprrdang. Rectangular Trap/Triang. Rectangular Traplrriang. Rectangular 7rap7rriarrg. Rectangular Rectangular f .25 x 3 94 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x .624 Alum. Tube 2�-om 'Zua uom N� n mtv Zmm n m aMullion m nm mnm m� U U U Ub U UD U m U- U U b U s U V UU U U C= U b U U b U U b U U b `c •N .2 'N Vc Q sfCG]Q -�'r' g U 1y�v+�'p-, VC m C a��,v,-, UQO p'LCc LQ.i UO OCi .� VQ � 7`G L •� C d A C Y L 3• _ QRm' �- Q � Q v . Q . 421n 170.0 620 170.D 435 170.0 744 170.0 478 170.0 860 170.0 506 170.0 992 170.0 519 t70_D 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 t7D.0 1735 48in 170.0 708 t70.O 524 170_0 050 WO-0 684 170.0 992 170.0 630 170.0 1133 170.3 661 170.0 1275 170 0 677 170.0 1417 170.0 600 17D-0 1700 170A 660 170.0 1983 50.fi25 in 170.0 747 170,0 663 170.0 896 170A 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 17Q0 747 170,0 1494 170.0 T56 179.0 1793 170.0 766 170.0 2092 54in 170.0 797 170 0 612 170-0 956 170.0 691 17D.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 159d t70.0 856 170.0 1913 170.0 861 t7Q_0 2231 60in 170.0 885 170,0 701 170A 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 1TO.0 996 170A 1T71 170.0 1033 170.0 2125 170.0 1063 148.3 2163 63in IM0 930 170.0 745 170.0 11t6 170.0 860 170.0 1302 170.0 940 170.0 148E 170.0 ID16 170.0 1673 170.0 1076 1T0.0 1859 170-0 1122 156.9 2060 170.0 1169 134.5 2060 t of 66in 1T0.0 974 170.0 789 170.0 1169 170.0 9D3 170A 1364 170.0 1002 170-0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170,0 1210 143.0 1956 17il.0 1275 122 6 966 C °i 72in 170.0 1063 170.8 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169,8 1386 115.6 1734 155.9 1364 - 17 4 r 0 76 in 170.0 1122 179.0 937 170.Q 1346 170.0 1080 168.5 155fi 170.0 1209 147A 1566 1652 1285 131-1 1556 161-5 1266 117.9 1556 141.3 12SI 98.3 1556 128.3 1229 642 1556 78in 170.0 1151 170.0 967 170-0 1381 170A 1116 155.9 1477 169.3 1245 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 14T7 129.5 1191 90.g 1477 116.9 1169 77.9 1477 90in 1420 1110 146.5 906 118A 1110 123.9 968 101.5 1110 107.9 351 88.8 1110 96.3 936 T8.9 1110 87.5 922 71.0 1110 80.7 910 592 1110 71.3 891 60.7 1110 96in 117.0 975 120.3 872 97.5 975 1015 856 83.5 975 88.3 842 73.2 975 713.5 829 65.0 975 712 817 58.5 975 65.4 807 48.8 975 57.4 769 41_B 975 IN in 822 771 84.g 696 69,5 771 70.7 685 68.7 771 61.3 674 51A 771 54.3 664 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 2SA 771 111in 75.7 730 77.3 661 63.1 730 65.0 650 54.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.5 730 35.6 600 27.0 730 120in 59.9 624 61.0 569 49.9 624 51.2 660 42.8 624 44.3 552 W S 624 39.2 544 33.3 624 35.3 637 30.0 624 32.2 531 25.0 624 2T7 519 21.4 624 I" in 34.7 433 35.1 400 28.9 433 23.4 395 24.8 433 25.4 390 21.7 433 224 385 19.3 433 20,a 381 17.3 433 18.2 376 TABLE 11B AncRart.apacivy rautc lwal Substrate: 2.7k Concn:te 3-5k Cone_ I Holfow CMU Filled CN1U PTVVOW 5r1e' Elco 114" SS Elea 9iE' Eteo IbC SS Eiro 010 Steel #12Steel ; Anchor Type: Srto" Elco UltracOn 1!4" Fir Ultracon Utttacon Via,Eico UBra oq •: 4". lC� U.tr�:on: -A9 or Ultracan AggreGalor Screw (C5) Scrum (G5) S Anchor Clip Pattema Edge Distance (ln) t" 2-1I2" t" " 2-112" 3-118" 1" 2- V • 1" • • •2- 2"• • • 31/8 2" 0.4B" 0.54" Emtednent(in). 1314 1-N4" 13/4" 1.3(4" 2" 1-114" 1-114• 1!4" • •t-1l4"• • 1-1I#" 1-114" 7 1-318" 13/8" 390 lbs 390 IDS 450 lbs 890 lbs 169 tbs 270 ibs 280 lbs 354 ibs 7401bb 37 Ibs W ibs 946 lbs 341 lbs 442 lbs 2 MChors @ 4.75" Min. O_C. I Stand= of Offset Clip (Fig- 11 4 Archors @ 1.15" Min, O.C_ I StWtMrd (or offset) UP (Fig. 4 480 lbs 700 Ibs NIA N!A NIA NIA 380 lbs NIA NIA NIA WA WA 682i)s 885 ling4Anc hors @3" Min_ O.C. 1 (2) 2(5 Aroje Caps J (Fig. 3) 700 Ibs 780 lbs 680 lbs 1560 Ibs 1896 lbs 540lbs 6% 4 • o NIA • •pins •70 tbfb 860 lbs 1892lbs 6821bs 885 16s 4AmWrs Q 0.`r4" Mtn. O.C. / U-Cllp, Ito .1QU" Alum. (Fig- 4) NIA NIA NIA NIA NIA NIA • • WA • NI • .A • NIP • NIA NIA NIA NIA 1 At1C nor 1 F�Bp (Fig. 51 195 IDS 195 Ibs 226 lbs 445 Ibs 822 IN 135lbs • 1 Ibs • 177 s • •3701" • 167 *s • 332 lbs 473 8os 170 Ibs 221 16s 2 Anct1o19 @ 1.15" Min. O.C./ F-CBp (Fg. 6) 240 Ibs 350 Ibs NIA NIA NIA NIA 4190 lbs • WA • iJ/A • NIA • WA WA 341 lbs 442 ttis ••• • • • • ••• s w FIGURE 1_ FIGURE 2: TABLE NIOTE6; : ••: • 4 1) SEE�l E'f 1 FbR IRISTRUi T10NS'ON USING THE TABLES AND SHEET 25 FOR it ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TARI F 10,8 ' Nlulli!on Capacity Table (lbs/iiz) Opening Width (far verb caliy-spanning mLillions) or Opening Height (for horizontally-spannirg mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in Rectangular 1 TraplTdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular Trap/Triang, Rectangular Trap/THang, Rectanb 2 x 4 x 25 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadir Alum. Tuba s u Mullion a n� c n Qa a a Q °1aa a CL a oa� s n ag Uv a U_ ii� Uro s a. v cc�rA a a.2 Giro c a U ail �ro a J5 a� G [�_ iiii cia 1p m... (1), _ C div U U•v o r� N ij d�Jv O c� C r�` �ro `O C �I` O C 25 L cm]_ C (�I ()v t5 .`V (�_ C O O _ C O_ O@ p Y C� v O p O B p_ pl C O O V g O Y' _� _ r O - r O _ .'�- s 9 o' O t 9 U D C _ !n t C V Cr _ c V o' 3 V C' ... _ y c V __ G c1 _ n a �_ y U C@ _ V 6 G d 7 f/l a G m m d t+ - Qy y i V V G v 3 "L ti C y '� �2 U N 7 C 7! .O C d �j N C V ,q d) C N C d 3 .G C ¢ G Q fl' '� "' Q .rL G Q C Q (� G 4 G K G Q 42 in 170.0 620 170.0 435 170.0 7" 170.0 478 170.0 866 170,0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170,D 1480 '17D.0 521 170.0 ' 48 in 170.0 708 170.0 524 170.0 MU 17D,0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 1710 50,625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 17C.0 756 170.0 : 54in 170.0 797 170.0 M2 170.0 956 170.0 691 170A 1116 170.0 754 170,0 1275 170.0 B03 170.0 1434 17D.0 837 170,0 1594 170.0 856 170.0 1913 170.0 861 170.0 E in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170,0 ; 63in 170.0 930 170.0 745 170.D 1116 170.0 $50 170.0 1302 170.0 -440 170.0 1488 170.0 1015 170.0 1673 170.0 1076 17o.0 1859 170.0 1122 170.0 2231 170.0 tt69 166.7 789 17D,0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 ; >: 66 in 170.0 974 170.0 C 72in 170.0 1063 170.0 678 170,0 1275 170.0 1009 170.0 1408 170.0 1126 170.0 1700 170.0 1228 170.0 19i3 170.0 1315 i70.0 2i25 570,0 i387 145.E 2184 170.0 1488 124.8 ; J 761n 170,0 it22 170A 937 170.0 1346 170.0 1080 170.0 157D i70.D 1209 170.0 1794 170.0r1:322 165.1 1960 i70.0 1421 148.6 1960 170.0 1505 123.8 1964 161.6 1548 106.1 7 2 78 in 170.0 1151 170.0 967 170.0 1381 170.0 11i6 170.0 1611 170.0 1250 170,0 1842 170.0 152.7 1061 170.0 1474 137.4 1861 163.1 1500 114.5 1861 147.3 1473 98.2 90in 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1196 111.8 1395 121,3 99,4 1398 110.2 1162 89.5 1398 101.6 11d7 74,5 1398 89,8 1122 63.9 96in 147.4 1229 151.5 1098F79.5 1229 127.8 1079 105.3 1229 111.2 1061 92.1 1229 98,9 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61A 1229 72.2 993 52.7 108in 103,5 971 106.8 877 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 57.5 971 61.8 825 51_8 971 56.5 815 43.1 971 49.0 796 37,0 M in 95A 919 97.3 832 919 81.9 619 66.i 919 70.9 806 59. 919 62.9 794 53.0 919 56.7 734 47.7 919 51.8 774 39.7 919 44.8 756 34.1 120in 75.5 786 76.8 716 786 64.5 705 53.9 786 55.8 695 47,2 786 49.4 $86 41.9 786 44.4 677 37.7 786 40,5 668 31,5 786 34.9 65327.0 144In 43.7 546 44.2 504 548 37.0 498 312 646 31.9 491 2T3 546 28.2 485 24.3 54#3 25.3 479 21.8 546 22,9 474 182 545 19.5 464 15.6 TABLE12B - Anchorl:apacll:y taureltos} Substrate 2.7k Core fete 3.5k Cont. Hollow CMU Flled Ch4U Type, 3/16"ElcoUltracon Z4"ElcoUMacon Elto 3/161ElcoUttracbl} 1!4"EICoUltratan 1!4" SS EI[o A99t eG�r 5r15 Etca Ultfacon 1/4" SS E1to A rEGaE� t0 SteAnchor Screw t �Vwvow5'16' AnchorClip Patterns 99 Edge instance (in): 1" 2-1l2' 1" 2-112° 31r8 1 2-112' •1"• rR-1�' • • 34191 z' 0.48" 0.54' EmbednentOn7 1-3/4' 14v4'"44'l" 2" 1-i/4 1-la2'2 Anchors @ 4.75" Niin O.C. / Standard orOGset Clip (Fig %2y 390 Ibs 3S0 Ibss 1644 Ibs 270 Ibs 28G bs• 37d ILIA 664 Itu 93G I� 341IUs 44Z ibs 4 Anchors @ 2.6B" Min. O.C_ 1 Standard (or Ci1set) Clip (Fig- 3): 740 tbs 740 IbSIbs 1424 fbs N1A 560 lbs NIA 695, lb6 NIA BW Ibs NIA 682lbs B85 fbs 6 Anchors @ 1.71" Min. C,C. 1 Standard (or Offset} Clip (Flg_ 4)' 885 lbs 1050 t Ibs NIA N1A 705 tbs N/A 7991bs N/A NIA NIA 1D22Ibs 1327 IDS 4Ant hors @ 3" Mfn. O.C. f (2) 2x5 Ar ale Clips! (F14 5): 7801bs 7 Ihs It, 1896 3bs a40 fW 5>�itr) • NIA • 36i0ihs •�48 1bs• 8801bs 18921bs 682lbs 88516s 6Arx hors @ 3' Min. O.C. 1 (2) 26 Argie Clips 1 (99. 6x 1170 lbs 1170 lb3 1020 lbs 2340 lbs 2844 Ibs 8'r bs iW lbs • NIA• 114TIb6 • i;22 s 1320 lbs 28281bs 10221bs .3271ts 3Am hors y 1,34" Min, O.C, / U-Clip, Into .125' Alum. TI9. 7): NIA NIA N!A NIA NIA N/A • • • Ifir • JI • • N!A N1A PlfA N/A 6 Anc hors @ 0.64" Min. O.C. 1 U-Clip, into .125" Alum. (Fig. 8). NIA NIA NIA NIA NIA NIA !A • N/A • A!A • NIA • NIA NIA N1A NIA 2 Anchors @ 268" Min- O.C1 F-Clip (Fig 9}_ 370 (bs 370 tbs 315 lbs j 743 Ibs 712 4bs NIA 260 lbs NIA 34610s N/A 440 lbs N/A 341 is 442 lbs 3Anchors @ 171, Min. O_C_/ F-ClIp (Fig 10): 443 Ibs 5251. 3791bs D73 ICs NIA NIA 353 Ibs N/A 3991bs NIA NIA NIA I 511 Ibs 664 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS I HE S I A DARC • . . . • CIjC4EQ VALUES ARE USED IN THE EXAMPLE ON Si - FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • • • • � �----�----�---�1 �----�-R--� �--�-7f-'_`'� TABLE NOTES: TABLE 13A 50 in 60 in 70 in Igular I Trapllriang. Rectangular I Tnin( ang. Rectangular Mullion Ca g Width (for verticaDy-spanning 80 in 1 ...,.s.... 1 1 -4- 1 1 -'r- )acity Table (lbsW) ntdhons) or Opening Height (for horizontally6spanning mullions) 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular Trapririang. Rectangular Trap/Tdang. Rectang Loading Loading Loading Loading Loading Loading Loadr 6 m �V n `u w d� tUC a N N Qa m a a� d C� C 2 X b X .Zb wauu y Alum. Tube Z -4 Z% is fi r' Z' Z Mullion U W C1 W 0 U m V W V W U W N V N U m H V W V 6 N U 0 V m W V m O. VV W 2 a1� w G V is a O.� O_ m 10 6MC� av v Uty N W i N 43 G a W na R v Ua N N v Uv lII U R =i o o U_ Ua U Uv U Uv U Uv U V� U Uv U U U v U m U Uv w U U•o m V d V c c cN m c L c iv c o` P_' c ry o cr a �_ '- �q L U U D• O = N _ 'j o c 7 N L� C m C '� C C r '3 r IV a 7 L -� L N c C 7 L � G V O 7 G L G N 7 G t 7 G m fp .� 7 C'D r 7 L c C d = r L rr V N 2� v Q o_' 'L G Q G Q 0' TC v Q Li 3 Q G Q tX a Or` Q fY Q {i Q a .0 v Q CC 170.0 620 170.0 425 170.0 744 170.0 478 i70.0 668 i70.0 506 170,0 992 170.0 519 170.D 1116 170.4 521 170.0 1240 170.E 521 170.0 7488 170.0 521 i70.0 42in 48 in 170.0 708 170.0 $24 170.0 850 170.0 584 170.0 02 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 50.625In 170.0 747 170.0 563 170.0 W6 170,0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 176,0 1494 170.0 756 170.0 1793 170.0 756 170.0 54in 170.0 797 170.0 612 170.0 956 170.0 691 170,0 1116 170.0 754 170.0 i275 170.0 803 170A 1434 170.0 837 170.0 1594 170.0 858 170.4 1913 170.0 B61 170.0 60 m 170.0 885 170.0 701 170,0 1063 170.0 797 170.0 1240 I70.0 878 170.0 1417 170.0 944 170,0 1594 170.0 996 170.0 tT71 170,0 1033 170.D 2125 17d,0 1963 1T0.0 63in 170.0 930 170.0 745 170.0 1116 170-0 850 170.0 1302 17D.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 66 in 170.0 974 170.0 789 110.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 low 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 C 72 in 170.0 1063 170.0 878 170.0 1275 170,0 '1009 170.0 1488 170.0 1126 170-0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 J 76in 170.0 1122 170.0 937 170.D 1346 170.0 1DW 170.0 1570 W0.0 1209 170.0 1794 17D,D 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.4 7 2 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 17D.0 2072 170.0 1474 170.0 2302 170,0 1564 170.4 2763 170,0 1700 170-D 90 in 170.0 1326 170.0 1144 170.0 1594 170.0 1378 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170,0 1918 170.0 3188 170.0 2125 156.0 96In 170.0 1417 W0.0 1232 1710 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 1794 170,0 2550 170.0 1952 170,0 2833 170.0 2095 160.0 3199 170.0 2338 t37.1 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1547 170.0 2231 170.D 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2761 161.9 2333 123,E 2781 140.4 2281 105,9 111in 170.0 1638 170.0 1454 170.0 i966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2532 162.3 2245 138.6 2632 148.4 2210 113.8 2832 128.4 2185 97.6 120in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1964 120.1 2252 1272 1938 108A 2252 118.1 1915 90.1 2252 99.8 1872 77.2 144in 125.1 1564 126.6 1445 104.3 1564 106.1 1425 89.4 1564 91-5 14D7 78,2 1564 80.7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 15" 56.0 1330 44,7 TART F 1311 - - Anenor Ga aCl I aDie IUS Substrate: 2-7k Concrete 3.5k Cana. Hollow CMU Filled CMU PT wood Anchor Type: 3J16" Eico Ultracon i!4" Elco Ultracon 5/16" Elco 3/16" Elco Utt;acan.: : i/." .1cG.: tricop 114" SS Elco ADgreGator 5/16' Elco Ultracon 114" SS Elco AggreGaiar 410 Steel Screw (G5) #12 Steel Screw (G5) A S Anchor Clip Patterns Ultracon Edge Distance (In): V7 2 112" 1" 2-112' 3-1/8'N540lbs • 2-1/2"• • • • 2" 34fr 2" 0.48' 0.54" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2' !-i! ' • • _ I4"• • M/40 01-114" 1-114" 2' 1-38" 1-318" 2 Andros @ 4.75" in. O.C. / Standard or Offset Clip (Fig. 1&2): 390 Ibs 390 Ibs 450 ibs 890 Ibs 1644 Ibs 280 Ibs 354 Ibs 740 Ibs 374 Ibs 864lbs 945lbs 341 The 442 Ibs 4 Anchors Q 4.68" Min, O. C. I Standard (or Ofiet) Clip (Fig, 3): 780 Ibs 780 lbs 90D Ibs 1780 Ibs 3232Ibs 560 Ibs 708 Ibs 1480 Ibs 748 Ibs 1272 Ibs 18921bs 682 Ibs 885 Ibs 8 Anchors @ 1.71" Min. O.C. / Standard (or Offset) Clip (Fig. 4): 1180 Ibs 1400 Ibs 1010 Ibs 2595 Ibs NIA W& Ibs .NIA ...1D65 Ibs ji/A NfA NIA 13631bs t77C Ibs 4 Anchors @ 3" Mtn. O.C.1 (2) 2x5 Angle Clips I (Fig. 5): 780 Ibs 780 ibs 680 Ibs 1560 lbs 1896 Ibs 56 Ibs • 76010,_Weft 860 Ibs 1B92 Ibs 682 Ibs 885 tbs 8 Anchors @ 3" Min, O-C. / (2) 2x5 Angle Clips I (Fig. 6): 1560 Ibs 1560 lbs 1360 Ibs 3120 Ibs 3792 lbs 1080 l 11 bs • • A • 1510 1 1499lbs 1780 Ibs 3784 Ibs 1383 tbs 1T70 Ibs 12 Anchors ® 1.5" Min O-C. I (2) 2x5 Angle Clips / (Fig. 7): 1660 Ibs 2100 Ibs 1440 Ibs 3780 Ibs NIA NIA • 1320 Ibs •WA • 1500 Ibsv OVA N/A N/A 2045 Ibs 2654 Ibs 4 Anchors (_ID 1.34' Min. O.C. I U-Clip, into .125' Atum. (Fig. 8): WA N/A N/A WA N/A NIA N/A WA N/A N/A NIA WA N/A N)A 8 Anchors @ 0.64' Min. O.C. I U-Clip, Into .125" Alum. (Fig. 9). WA WA WA WA N/A NIA NIA NIA NIA N/A WA WA N/A NIA 2 Anchors 4.68' Min. O.C./ F-Cfip (Fig. 10): 390 Ibs 390 lbs 450 Ibs 890 lbs 1616 Ibs 270 Ibs , s •35 Ib 4 1 74 Ibs C361bs 946 lbs 341 Ibs 442lbs 4 Anchors C�! 1,71' Tulin. O.C./ F-Clip (Fig. 11): 590 Ibs 700 Ibs 505lbs 1298lbs N/A WA •470 • Q • 33 I • WA NIA NIA 682 Ibs 885 lbs -r%rc. cno TUC nFGCCT rb IP I Ict= TWP RAMF ANC'HnR PATTERN AND ANCHOR VALUES AS THE STANDQ*p Q1P.•; *Z. ��_�' •; cIr_FI(;I tR> 2 FIGURE 3: FIGURE 4' FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 1 t: 4N ecc cWr=GT 4 FnR INRTRI K'TInNS ()N I ISiNC THE TABLES AND BL TA Mullion Capacity Table ibsf e Opening Width (for veitically-spanning muilians) orOpening Height (fnrhorizontally-spanning mullions) 50 In 60 in 70 in 80 in 90 in 100 In 120 in Rectangular Trap/Trlang. Rectangular Traprrriang. Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular TraplTriang. Rectangular TrapfTriang. Rectangular TraplTriang. Rectang 1.26" x 2.11" Loading LoadirV Loading Loading Loading Loading Loading Loading Loading Loadfrgl Loading Loading Loading Loading Loadin x .126" Alum z7 A. _ _ Z' a a a i v A. .� o u o r. & & u o u .. 8 S o 3 'v o .� - S E TUb@ MUII m p (yp t° 9 a `B a ;; g' ii ii � o a a a� Q i lQ�tp G II 6 �• G taC {Q� G la0 v 17 W G [0 1Q R GLoll! N f0 f0 NSlr..> a (S o CJ n v cJ V v i ci c.% ((�� ci Z ci _ 0 9 E.i c (.7 _ c.i ci :.7 NN <.% _ %.i 'O ca _ Qts Cp o '�- c C o 2 a C I] O C o 2L L rr�C Q 42 in 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 13B.9 414 g0.1 526 134.E 411 80.1 526 134.1 411 721 526 134.1 411 60.1 525 134.1 411 51.5 48 in 96.6 403 10B.0 333 80.5 403 94.7 325 69.0 403 B6.4 320 60.4 403 61.4 317 53,7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 50.625in 82.3 362 91.0 301 w.e 362 79.3 294 58.8 362 71.9 289 51.5 362 67.2 286 45,7 362 64.6 284 41.2 362 63.6 283 34.3 362[322 283 29.4 54in 67.8 318 74A 267 56.5 318 64.2 261 48.5 318 57.7 256 42.4 318 53.5 253 37.7 318 60.8 250 33.9 318 49.5 249 28.3 318 248 24.2 C s01n 49.5 258 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 256 33.4 203 20.6 258 201 17.7 J 63 in 42.7 234 45.6 Zf20.3 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 2ta 234 28.0 184 17.8 234 183 15.3 7 66in 37.2 213 39.4 1!21�6 179 26.5 213 29.B 176 23.2 213 27.0 173 20.6 213 25A 170 18.6 213 23.7 169 15.5 213 167 13.3 72 in 28.6 179 30.1 1152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145 76 in 24,3 161 25.4 1137 17.4 161 19.0 135 15.2 161 170 133781n 225 152 23.5 1131 16.1 152 17.5 128 TABLE 14B TABLE 14B Ancnorcap8Gtry tante 11PS1 Sutetrate. 2.7kConciete 3.5kConc_ HollowCMU FlledCMU PT Wood 5/16" Elco 1/4" SS Elto 5116" Elto 1/4" SS EiC0 #10 Steel #12 Steel # Anchor Clip Paib�ms ArehaType_ 3r16"EkoUliracal 1/4"E1coU[tracal ultracm 3116"EltoUlt2con 1!4^ElcoUltsacon Aggez Galor Uit,"acon AWgreGator Screw G5 ( ) Screw G5 ( ? Sr Edge Distant a (in): 1" 21/2^ 1" 2-112 31/e" 1" 2-11r' 1" 2-10 2" 3-1re" 2" 0.48' 0.54" Etltbetlment(in� 13t4" i�/4' 13'4" 1-/4" 2' 1-1/4" 1-1/4" 1-1f4" - 1-1/4" 1-1J4" 1-114^ 2" 1-3/8" 13'8' 4 Anchors 33' Min. O.C. / (2) a 5 Angle Clips /(Fig. 1} 78o ibs 780 tbs 6801t S 156D lbs 1Bg6 U 540 b.5SO Ibs N/A zero lbs 748 lbs B80 lbs 18921bs I 682 lbs 8851bs FIGURE 1: •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• TABLENOTES: 000 1) SEE SHEET 1 POR IN3T-RUC'FIONSmCW lJSI:WG TiE TABLES AND SHEET 25 FOR INFORMATION ON SEE SHEETS 2-4 F5R GgNERALiNSTALLATIOM ME-FHODS. 2) LINEAR INTERPO"TICV BETW;E,N �.IILJ -L4-ENGJHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION OURS CHOWN AF;E WOE" TO SCALE. FOR EXACT DIMENSIONS, SEE SHEE HOLES TO BE DRILLEC-IN•THg:: Ee.D FQ1601MN��:DIMENSIONAL RESTRICTIONS SHOWN ON SHEE- FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• TABLENOTES: 000 1) SEE SHEET 1 POR IN3T-RUC'FIONSmCW lJSI:WG TiE TABLES AND SHEET 25 FOR INFORMATION ON SEE SHEETS 2-4 F5R GgNERALiNSTALLATIOM ME-FHODS. 2) LINEAR INTERPO"TICV BETW;E,N �.IILJ -L4-ENGJHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION OURS CHOWN AF;E WOE" TO SCALE. FOR EXACT DIMENSIONS, SEE SHEE HOLES TO BE DRILLEC-IN•THg:: Ee.D FQ1601MN��:DIMENSIONAL RESTRICTIONS SHOWN ON SHEE- FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Mullion Capacity Table (lbsift Opening Width (for vertically -spanning mullions) or Opening Height (fbr horizontally-spar6ng mullions) 50 in 60 in 70 in 80 In 90 in 100 In 120 in Rectangular Trap/Triang- Rectangular Trapfrriang. Rectangular TraplTriang. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectangular TraplTrlang. Rectangular TraplTri Rectan£ 3.25" 30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadi DEG. AL a a U :; s s � 2, k BAY MU LL _a V 0. m W na N a ICO y as_ G W a W W IIa M v A 0. t0 R N RP l6 .... R G t0 C9 m Gv 0{ EO CL r0 !D 0 n l0 /tr 0. R N QA Or v Lfl G N a- R 0. U_ RI N IIQ R 0. U W m 'L U-n 10 d U m N nL_ IQ m me O7 N N pQG �v OF II N N l0 •••r (0 fd U_ �0 G Un {0 U R U� m U_ Uro ro U_ Ut m U Uv U U U Ua U 0 0-0 G C L 7 r D, r' I G- L 7 Q L 3 2 .0 L• 7 6 =•� 2 i� L•= o _ X o Q D •] N C 7 N C d ' N y 7 N C V 7 d C d 7 C0C G,1 d C 7 A C d 7 26- C N G N 7 N C d 7 s C x R �G Q(� rLG 42in t70.0 620 170.0 435 170.0 744 170.0 d78 170.0 868 770.0 506 170-0 992 170.0 519 170.0 1116 170.0 521 t70.0 1240 170.0 521 170.0 1488 179.0 521 170.0 48 in 170.0 705 170.0 524 170.0 85D 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 i275 170.0 677 170,D 1417 170A 680 152.2 1522 170.0 680 130.5 50.626In 170.0 747 170.0 563 170.D 896 170.0 631 170.0 1046 170-0 684 1170.0 1195 170.4 723 170.D 1345 170-0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 54 in 170.0 797 170.0 612 170.0 966 170,0 691 1-10.0 1116 170.0 754 170.0 1275 170,0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170,0 861 103-i so in 170.0 885 170.0 701 170.0 1D63 170-0 797 167.0 1218 170.0 878 145.1 1218 170.0 944 129.9 1218 159,8 936 116.9 1218 152.1 924 97.4 1218 t46.1 913 B3.5 63in 170.0 930 170.0 745 170.0 1116 170A 850 150.2 1150 168.8 933 131A 1150 153.0 914 116.8 1150 141.9 898 105-1 1150 134.2 885 87.6 1150 126-7 871 75.1 170.0 789 152.4 1048 165.8 861 130.6 1048 146.6 864 114.3 1048 133.1 050 101.6 1048 123.4 839 91.4 1048 11&6 830 76.2 t048 109-4 821 65.3 r 66 in 170.0 974 c 72 in 140.8 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 704 Boo 86.2 703 56.7 880 79.2 693 50.3 76in 119.7 790 125.1 690 99.8 790 106.4 676 85,5 790 93-3 663 74.8 790 83.9 652 66.5 790 76.9 fi43 59-9 790 71.7 635 49.9 790 65,1 624 42.8 3 78in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77-1 621 61.5 750 10.6 612 55.4 750 65,7 605 46.2 750 59.4 594 39.6 90in 72.1 563 74A 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 36,1 563 40.9 462M2CB495 452 25.B 96in 59A 495 61.1 443 49,5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.D 495 36.1 415 29,7 495 33.2 40 400 21.2 108in 41IJ 391 426 353 34.8 391 35.9 348 29.8 391 31.1 342 26-1 391 27.6 33723.2 391 24.9 333 20.9 391 22.8 32 321 19.9 111 in 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 305 120 in 30.4 317 30.9 289 25.3 317 25.0 284 21.7 317 22.5 280 19,0 317 19,9 276 16.9 317 17,9 273 144 in 17.6 220 17.8 203 TARI F 1.riR Anchor ca Ity I acl8 ms Substrate_ 21k Concrete 3.5k Conc. Hollow Cm Filled CMU PT Woos Anchor Type: 3116' Elco Ultracon 114" Elcc Ultracon 5116" Elco Ultracon • • • • • 3/16" Elco Ultracon • . . • •„ , • • • • 1/4 E.004 100% .. . . . . VV SS Elco AggreGator 5116" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) 412 Steel Screw (G5) 4 S Anchor Clip Patterns Edge Distance (jr}: 1" 2-112" 1" 2-112" 3-118" 1" �-1t2' . . • • • 2" 3-118" 2" 0.48" 0.54" Embedment (in): 1314" 1-3/4" 13/4" 1-314" 2" 1-114" • 1-11�'• • T-T14" • 'R114• • 1-114" 1-1/4" 2" 1 3/8" i-3I6" 2 Anchors Gm 5" Min. O.C. 1(2) 2x5 Angle Cups 1(Flg. 1): 390 lbs 390 lbs 450 lbs 890 lbs 1700 Ibs 270 lbs- 280 Ibs 354 las 740 Ibs 374 Ibs 720 Ibs 946 Ibs 341 lbs 442 Ibs 4 Anchors @ 3.5" Min. O.C. I W 2x5 Angie Clips I (Fig. 2): 780 lbs 780 lbs 790 lbs 1670 lbs 2526 lbs 540 ibs 5W lbs NIA 1120 lbs 748 lbs 880 lbs 1892 lbs 682 lbs 885 lb- 6 Anchors g 2.71" Min. Q.C. / (2) 2x5 Angle Clips I (Fig. 3)� 1120 lbs 1120 ibs 958 lbs 2246 Ibs 2254 lbs N/A• 8 s . N{A • 1059 Z •• • • • 1320 lbs NIA 1022 lbs 1327 lbs FIGURE 1: 0 0 • • • • • • • • • • • • • • •• • • • • • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS 04N U:IN.G jH:WL€S gNQ 9JIEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTQ:1 A-14.51\1gET (SDSj. �• •� 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. iTABLE 16A Mullion Capacity Table bs/@` Opening Width (for vertically-spanring mullions) or Opening Height (for horizoritally-spanning mullions) 50 in 60 in 70 in 80 In 90 in 100 in 12C in Rectangular TraplTiiang. Rectangular TrapMang. Rectangular Trap/Triang• Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular TrapfMang. Rectangular Trap/Triang. Rectang 6 Loading Loading Loading Loading Loadmg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadr 3,2[i 4 DEG. AL a r r a a a Z_ Z a � � � z a BAY MULL m W �0.� R R Vl 0. W N CA R d R N B.a R 0. q N [La W A c m N d� R 0. m m d.G W v R 4 W m N 6.Q m y 4 W G.� R 0. m C�RZ` R vW W N % m W 11 W m N G. ,O W G m G q m N 0.� W G W II. R m m 0.A m m 0.� W v U•p _CCQfV f 6A p o N O p N O p N o CO O o O `m tT-ntruCr o WA O C uo C i -N oU_ $-ft L _ L ._C t5 c aaiC>�7e ._ t5 •- i_ uc_ tL Q' n ^2 Q of Q W M42 Q G Q IYit �' G Q tK G �l G G Q 2C Q C [17 4 G 6 G in 1 00.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 1-10.0 $21 1240 170.0 521 170.0 1488 170.0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170-0 584 170.0 992 170-0 63D 170,0 1133 170.0 661 170.0 1275 170.0 677 1417 170.0 68D 163.7 1637 170.D 680 140.3 50.625in 170.0 747 1TD.0 563 170.0 896 170.0 631 170.0 1046 170.3 684 170.0 1195 170.0 723 170.0 1345 IM0 747 1494 170.0 756 147.1 1552 170.0 756 128.1 54 in 170.0 797 IX0 612 170.0 9% 170.0 691 170.0 1116 170.0 754 170.0 1275 170,0 803 170.0 1434 170.0 837 1455 170.0 856 129.3 1455 •170.0 861 110.8 60in 170.0 885 170.0 701 1-10.0 1063 170.0 797 170.0 1240 170.0 078 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 183.5 994 104.8 1309 157.1 682 89.8 63 in 170,0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 152.8 965 114.0 1247 144,3 952 95,0 1247 136.2 936 81 A 170.D 789 170.0 1169 170.0 903 148,4 1190 163-7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 86.6 1190 119.5 898 74.2 w 66in 170.0 974 c 72in 161.E 1010 169.8 877 534.7 1010 144.6 859 115.4 101D 127.2 942 101.0 1010 114.7 828 89.8 1010 105.6 817 83.8 1040 98.9 807 67.3 1010 90.8 795 57.7 a' 76in 137.4 906 $43.6 792 114.5 9W 122.0 775 98.1 906 107.1 761 85.9 906 96.2 749 76.3 9W 88.2 738 88.7 906 82.3 729 57.3 906 74.7 716 49.1 3 78in 127.1 861 132.5 754 105.9 861 112.5 738 90-8 861 98.6 725 79.4 861 88.5 713 70.6 861 81.0 703 63,6 861 75,4 894 53.0 861 66.1 681 45.4 9Din 8Z.7 646 85.4 574 68.9 646 72.1 564 59.1 646 62.9 554 51.7 646 56-1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 96in 682 568 70.1 505 55.8 568 59.1 499 48.7 505 54.4 491 4E.6 568 45.8 483 37.9 568 41.4 476 34.1 568 1 3&1 470 28.4 568 33.4 459 24,3 108 in 47.9 449 48.9 406 39.9 449 412 399 34.2 449 35.7 393 29.9 449 31.1 357 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 III in 44,1 425 46.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 26.2 362 22,1 425 24,0 358 18.4 425 20.7 350 15.8 120in 34.9 364 35.5 331 29.5 364 29.8 326 24.9 364 25.6 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 16.7 309 144 in 20.2 253 20.4 233 16.8 253 17.1 230 TABLE 16B AnChor Ca Ity Taple tos Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Anchor Clip Pattems Anchor T e: Type: 3116Elco Uttracon " 1l4Elco Ukracon " 5116" Elco Ultracon 3116" Elc elllacart • i • • 1/•" E�t3 UltrScoR • Z • • • • Ufa" 55 Elco • AggreGator 5116" Elco Ultraoon 1/4" SS Elco AggreGator 910 Steel Screw (G5) #12 Steel Screw (135) # Sc Fdae Distance (in): 1" 2-1/7 1" 2-112" 3-118" 1" • 2-912% • • V • • 2*1i20 • 2" 3-118" T 0.48' 0.54" Embedment (in): 1-3/4` 1-314" 1-314' 1-314" 2' 1-114" • 1-1.4L • it iW • Ci • 1-114- 1-1/4" 7' 1-318" 1-318" 2 Anchors @ 5" Mn. O.G. 1 (2) 2x5 Angle Clips 1 (Fig. 1} 390 lbs 390 bs 4501bs 890 Ibs 1700lbs 270 lb s 280 tbs 354 lbs 740 lbs 374 lbs 1 720 lbs I 946 lbs 1 341 lbs�1327 4 Anchors L9 3.5" Min O.C.1 (2) 2x5 Angie Caps / (Fg. 2} T80 lbs 780 Ibs 790lbs 1670 lbs 2525 lbs 540 lbs 560 Ibs WA 1120 tbs 748 Ibs 850 lbs 1892 lbs 682 lbs6 Anchors @ 2.71" Min_ O.C. / (2) 2x5 Angle Clips I (Fig. 3): 1120 tbs 1120lbs 95a lbs 2246 Ibs 2254 Ibs NIA • $4 tar 1A • • 1059 lb# TLA 1320 Ibs WA 1022 Ibs FIGURE 1: • • i • • • • • •• • • • • • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS O.N LIVING f Hf •T"LE S AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTAiLA'ri�ONWOOHIDS. • • • • .•. . • . ... . . 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -G 1.000" �- .125" 2.000" .125" Lt- I 1" X 2" X .125" MULLION 6063-T6 ALUM, X-SECTION 2.000" I--.125" STANDARD CLIP 6063-T6 ALUM. X-SECTION 125" 5.500" CUT HERE TO .375" 3.125"- - --{ .375" } _ CREATE F-CLEF, SEE N. MEN !` r DETAIL F, SHEET 4 F-------- r-------� y I I I I I f A L- _--- I L--------J L- STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPMEW WITHIN THE DASHED BOUNDARY, SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116 % 5.500" � .375" .375" M1N. MIN. I I I I E 6063 X-S �.125" I,1 I I 2.125" U I 740" .338" MIN. CLIP U-CLIP 6063-T6 ALUM TOPVIEW CENTER OF ANCHOR ••• ••• HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE_ MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". 1" X 2.75" X .650" MULLION 6063-T6 ALUM. XSECTiON --- -I M.125" 2.000" 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION _125" 5.000" - tt r- - - -- - - - - - - - - - - - - - - - - l F - - - A L--------------------- ENTER OF ANCHOR HOLE MUST LIE WITHIN THE i i • i • DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE • • • ' • • • ANCHOR Q.G. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". •• ••• • •TA E-B • • • 2 1 PGT Part# Mutt Dimension (sheet;) Mullion Std. Clip Offset Ctip U-Clip :1" XZ �•t25"ZS) ; 66605 666113M 6661118M 666243M ;• :1' Xs' R•37S'X6) ;' ; 666006 666114M 6661119M 666244M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M --1 1.000" �-- 4.000" 1"X4"X.126. MULLION 6063-TB ALUM. X-SECTION 3. --1 1.000" r--- 1"X4"X.375' MULLION 6063-T6 ALUM. X-SECTION 1.25" X 3.25" X .100" i 25" X 3.25" X .624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION .125"-+ .031 .155"1 1" X 4" X -375" "T"-MULLION 6063-T6 ALUM. X-SECTION .375" -"-1 .820" 1-- 1.25" X 3.94" X ,624" MULLION 6005-T5 ALUM, X-SECTION i I 125' STANDARD CLIP 2.000" 60"' ALUM. X-SECTION I `.125" .740' ,125" I 2.125" j U-C 6063-Ti X-SE( 125"J 5,500" CUT HERE TO 375„ 375" 3.125"----j CREATE F-CLIP, SEE MIN. _ { j T DETAIL F. SHEET 4 I I I I i I I I i I I I 1 I I I i I I I I I ! I I 2.875" - - - - --4 i I I I I i I I I ! I I I I 1 I I I i I I I I i I I 30" �7------- I L - - - - - - - - - I �- 4" STANDARD CLIP ZNTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. THIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS I,?•17JW THF.AN;HO$ O•C. 00 DISTAN(jE. MAXI UM !NCHOR 14OL-E - DIAMETER: ANO"OR8"T:R�.1:16% • • • • • • • 3.469" 2.661" .125" 1,877" 1.377"� 125 I I 125" .125" 45° 30' n Henn'Z 375" MIN. • • . : • . • • • 5.500" • • • • .. .375" . . •. . • • . • • . . i I I 2.25011 ! : : • . I : : I 7. I I i I I T- F CENTER OF ANCH DASHED BOUNDAI ANCHOR O.0 HOLE DIAMET CEU ANC MUS THE BOU SHEI FOR ANC DIST MAX ANC DIAN ANC DIAL U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Valu F 3.! G 1.i H 2.1 I 3.1 F 3. G 0.' H 2." 1 3.1 F 2.: G 0.' H 1,'. I 3.: TABLE D TART P F Mull Dimension (sheet#) PGT Part# Mullion Std. Clip U-Clip Angle Clip 2" X 4" X .25" (16) 66602 666261 M 666271 M 6665112M 2" X 6" X .25" (17)1 66604 666262M 666272M 6665113M f---.125" II STANDARD CLIP 2.000" I 6063-T6 ALUM. X-SECTION NOTES: I 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE II ` HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250" [---- 2.000- , I .250" 4.000" 2" X 4" X .25" MULLION 6063-T6 ALUM. X-SECTION 5.500 CUT HERETO 3,5C0" `' CREATE F-CLIP, .375" ! SEE DETAIL F, 375" } MIN. I SHEET 4 MIN. r- - - - - - - - - - - - - - -_------� I I I I i � I I I I I I I I I I I I I I I I I I I I I I I L- ------ ---- U-CLIP 2.125" I 6063-T6 ALUM. X-SECTION I 125" F--1.490"--►1 L"4 375" L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. U-CLIP, WITHIN THE DASHED BOUNDARY. SEE TOPOEW SED FOR 2'" X 4" MULLION, SHEET 16 MULLION, ALUM. TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DIAMETER: ANCHOR DIAMETER + 1116 WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. 5 500" , • ••---•-•-•�•� • • • DISTANCE. MAXIMUM AN HOLE CUi' HERETO • • . • . • DIAMETER: ANCHOR DIAMETER + 1/16". 3,500" CRE%E FtCIP: : : • 000 • • .375" I _ SEE9ETAI! F, • �7� . • • MIN.. SHEET MIN. I I I I t • ..• % • .. 6.000" - - - • .. 4. 88� 1 • .375" I I 1 EXAMPLE 1: SINGLE VERTICAL MULLION MUL LEI, NO ANCHORS IN HEAD 2" LION IGTH -SEE FENESTRATION PRODUCTS APPROVAL SEE DETAILS, SHEETS 2-3 SEE DETAILS, SHEETS 2-3 gt�� --1 - NO ANCHORS IN WINDOW SILL 32" 32" I --MULL WIDTH OPENING WIDTH EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, MULL WIDTH` f `SHEETS 2-3 32rFENESTRATION SEE SEE DETAILS, ODUCT'S SHEETS PROVAL 2A r I r VERTICAL[ SEE ` �SEE MULLION LENGTH $ DETAILS, DETAIL E, OPENING SHEETS 2-4 SHEET 3 HEIGHT FOR HORIL MULLION 72" SEE DETAILS, SHEETS 2-3 THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE O 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING 1 RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE b DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGE[ FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DE NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72', OPENING WIDTH = 70") HAS A DESIGN OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE: APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERA THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY RI (60 PSF) X l 636 LBS 1 = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) \ 72.7 PSF J THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WII` DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND TH THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE: MULLION TABLES FOR A MULLION TH MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE E FROM TABLE 3A, SHEET 7, THE 1" X 2,75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DE AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUST ASSUMED, VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNA THE 73" DIMENSION (35-1/2"+35-1/�-+.�7 3,. • • • • •• 2) USE TABLE 12B TO FIND THc ANCHaR rfPE„ VrIRQQ CA&ANTITY AND CLIP TYPE REQUIRED FOR THE CONCR CONCRETE HEADER AND SILL •. t�iriF THjF- NVULION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANVORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANC THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: • • • • • • • • • • • • BECAUSE THE VERTICAL MjLC WII.BE' A.;"=( j' %.250`gMIfLL-IO� , IN THIS EXAMPLE WE WILL MATCH THE HORIZ MULLION TYPE COULD BE CHOSEN! • • • • 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE CC USED. FROM TABLE 12A, SHE".16, THE I':ULL10N (@ LENGTH = 42", OPENING HEIGHT = 120") HAS REQUIREMENTS FOR THE OPE14INGe4ND #CIE -k UtED.W AS APPLICATION. NOTE THE ANCHOR CAPACITY RE( • •• •• • • • •• •• 2) USE TABLE 12B TO FIND THE'ANCHOR TYPE, AMCAOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SL WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE F, IAI'2111r" 11t TDArlIN AT AN Fn(,F nISTAN(:F OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED P 00 % HINGED DOOR A LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION • • • • • i i • WITH INTERSECTING VERTICAL MULLIOM., .`�� '; • • • • . EXAMPLES OF TRAI PW --7Z7 SGD LOADING OF HORIZONTAL MULLION ••• • eJfADlNGPF (,?)HORIZONTAL MULLIONS •• • • • • • • • • I I _ 1 i•�•i �� pl. 17 LOADIP LOADI ty MIAMhD,ADE MIAMI-DADE COUNTY 2= PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2oy/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 P�g4ilct Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Ccvanty) r4er ,ethe rig1j... to have this product or material tested for quality assurance purposes. If this product or rikatocial fails to.' perform in the accepted manner, the manufacturer will incur the expense of suctletac$ti'ig ands n"AHJ ma f •: - immediately revoke, modify, or suspend the use of such product or material witliiTNIMIr jurisdiction. RAP...: reserves the right to revoke this acceptance, if it is determined by Miami—Da&e'0_oanty F+roduct Conu-ol .. Section that this product or material fails to meet the requirements of the applicabje b* %ding co.w .. � .* .:0 *.. - 00 This product is approved as described herein, and has been designed to compl- Oitla'the F'r.,�da'Build:nj... Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR771.OA" Aluminum Horizontal Roller Window L.M'I. : • • •: • """ APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Ifoiriz. troller -Install (LN:", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by A;itllony Lynn :Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0627.01 Expiration Date: August 23, 2023 Y1151 7)16Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, 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 2LZ1'-9rl ... 5) Cyclic Wind Pressure Loading per FBC, ToAB E03-94• • • • • • • •: • 6) Forced Entry Test, per FBC 2411.3.2.1, Ad'l'AS 202-9� ;....; along with marked -up drawings and installation diagram of ate jj 17ininuj T%,iLontaC • • • sliding window, prepared by Fenestration Testing Laboratorys•Iia : Test Report No..:. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E • • • • • • • •; • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9: '. 2) Uniform Static Air Pressure Test, Loading per.FBC, 02-9; . • • 3) Water Resistance Test, per FBC, TAS 20 - • • • • 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61n Edition (201.7), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ®r- i4� Manuel z er , P.E. Product Contr I E aminer NOA N 0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated �u'1'y Y, 2018, . . .... ...... issued by manufacturer, signed and sealed by Anthony Lynn ;Ilie=, P.E. . • • 2. Statement letter of no financial interest, dated July 25, 2018•, •iscNed by x-:6aufactu:4f:; :. signed and sealed by Anthony Lynn Miller, P.E. """ • 3. Proposal No. 18-0289 issued by the Product Control Section '.'4jted 027'10�1$, sig; ed • • by Manuel Perez, RE.. .. • .... • ..... .. .. .... ...... G. OTHERS •' • • • ' • . . . . ...... 1. None. •••••• Manuel Pe ez P.E. Product Control xa iner NOA No. 11 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E - 2 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR QUANTITIES �� 12" FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). SEE TABLES 12-14 23'-�I O.C. !�- 9" �-- 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS O-C ! B INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. I I \. I l \. I I 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. A 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS 76 ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" OVERALL THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 75" BUCK 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 69" / SASH VISIBLE LIGHT / 34-3/8" SASH VISIBLE LIGHT 69" FIXED VISIBLE LIGHT / 34-3/8" FIXED VISIBLE LIGHT A 22-1 O.0 SEE WEEPHOLE-_/ I B 75" BUCK WIDTH p NOTES THIS SHEET E �— 76" OVERALL WIDTH TYP. FLANGE XO ELEVATION (OX SIM.) MAX. DIMENSIONS ALLOWED SHOWN 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHOR CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 _r 12" EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR I22-1/2" 1 O.C. 12" O.C. MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION I O.C. RESISTANCE. I 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA; ELCO CRETEFLU N64; : : : : : •: 0 • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DE'SIGN•' • `• • • • • • C MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TABLE 1 Glass Type Description (Listed from Exterior to Interior) DP Table # Anchor Table # XO / OX XOX XO 1 OX XOX STDI HD jSTD STD �D• ®TD 1 1/8"AN, 090" PVB, 1/8" AN 2 7 12 • •15 2 1/8" HS, .090" PVB, 1/8" HS 3 - 8 12 •� •fi 3 3/16" AN. 090" PVB, 3116" AN -090 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090' PVB, 1/8" AN 3 8 12 - 16 4 4 7 12 15 63" `• Hr-I(=HT • • • • 62„ BUCK HEIGHT / \ / \ 56" / 56" SASH FIXED VISIBLE VISIBLE LIGHT / LIGHT / 34" 55-3/8" FIX SASH VISIBLE LIC VISIBLE LIGHT TA RI F '} Overall Width Glass Type: 1 Design Pressure (ibs/ft2) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 1 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.0 1 -65.0 +65.0 1 -65.0 +65.0 1 -65.0 +65.0 1 -65.0 +63.3 -63.3 TAQI C'l- Overall Width Glass Types: 2, 3, 5, 6, 7 Design Pressure (lbs/ft2) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65. Q• • • t$Or0 ; • •; 6f. g .---80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65. 0• • ' 00:0 ; 165'Q '-.-80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1 61" +65.0 +65.0 -80.0 -80.0 +65.0 +65.0 -80.0 -80.0 +65.0 +65.0 1 -80.0 1-80.0 +65.0 • +(15.V • -80 (1 • • -80:0; • t 65.0• • •; 66 f : • .80.0 -g0.0 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2* 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.1J.. . -80.0. • -72.2* "-uy.ure,� &,LH;,a r, r�, 6, b & r • •• •• 0.11 • • •• .• T i Id_--1/8" AN GLAS .090" PVB---_a // -1/8" AN GLASS 24 1/2" NOM. GLASS BITE EXTERIOR 1' -� 74 32 GLASS TYPE 1 I 1/8" HS GLAS 090" PVB-- 1/8" HS GLASS �0 21 4 i F1F1 1/2" NOM. GLASS BITE EXTERIOR 1 74 32 GLASS TYPE 2 13/16" NOM. GLASS STACF AIRSPACE - • .090" PVB 1/8" TEMPERED 0 1/8" AN GLASS- GLASS I 31 I , 74 1--;�OR 1 B 1/2" ,NOM. GLASS BITE TART F A - Overall Width Glass Type: 4 Design Pressure (lbs/ft2) for XO & OX Windows Meeting Rail: Standard 22--1 /8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 1 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -76.8 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74" +65.0 -80.0 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 TARI F I; - Overall Width Design Pressure Ibs/ft2 for XO & OX Windows Glass Types: 8 thru 15 g ( ) Meeting �ta�:terxiard••• 22-1 /8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 1 55" &ral , . gt. • ... ;3: �C;ve�aJl Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +40.10 • •-11Q. •}80.Q•• .�10.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +902) . -110. (2 +8U-0 : :-Z 0.0 49" +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80'Q• ; -11t.Q (80.0 . 101.9* 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.(s ;i1 Q.Q +V0.V.• ;-95.7* 74" +80.0 -110.0 F +80.0 1 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0* 13/16" NOM. s GLASS STACF --T� 1/8" AN GLASS 31 /8" AN GLAS /--, (74 1c I� OR B I 1/2" NOM. GLASS BITE EXTERIOR j a 1 70-73 33A OR &33Bj-/ GLASS TYPE 4 3116" AN OR HS GLASS .090" SG-- 3/16" AN OR 30 HS GLASS 23 -L 1/2" NOM. GLASS BITE rj / u \ 74 32 " GLASS TYPE 8 (ANNEALED) GLASS TYPE 9 HEAT STRENGTHE 13/16" NOM. GLASS STACK AIRSPACE-- i090"SG 1/8"AN OR TP GLASS 1/8" HS GLASS 31 �, \ 74 ) TARI F A - Overall Width Glass Types: 8 thru 15 Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Heavy -Duty 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 1 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8* 76" 11 +80.0 -110.0 1 +80.0 1 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.8* .090" SG 30 23 EXTERIOR 3/16" AN OR HS GLASS 3116" AN OR HS GLASS i 1/2" NOM. GLASS BITE C'J N U `I 74 32 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPES 8 - MAY NOT BE USE[ WITH INTEGRAL F `-110.0 FOR GLASS TYPES 8-13 & 15 W FRAMES 13/16" NOM. 13116" NOM. GLASS STACK GLASS STACK AIRSPACE --090" SG AIRSPACE - 090" SG f 1 /8" AN OR 1 /8" AN OR 3/16" TP GLASS 3/16" AN GLASS TP GLASS 1/8" HS GLASS TP 31 1 74 31 74 1AOR 16 i u2" NOM.OR 1 B - I v2" NOM.OR GLASS BITE GLASS BITE EXTERIOR � EXTERIOR � EXTI 33 OR 33B \ 70 73 33 OR 33B 70 73 33A OR GLASS TYPE 10 ANN , t�;p :: GLASS TYPE 12 A_NNEALED OGL GLASS TYPE 11 CfW-M :-GLASS TYPE 13 (TEMPERED) GU .. ... . ..• .• . .. . . . . .. . . . . . . . . . . . . . . . . .. 000 . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TABLE 7 Overall Width Sash Configuration Width In Range 9 (in) Glass Types: 1, 4, 5 Design Pressure (Ibs/ft) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 144-1/2-1/4 12.038 - 12.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" 1/4_1 / 2_1/4 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53-1 /8" 1/4_1/2-1/4 12.038 - 14.333 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3_1/3_1/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 61 Y4_1/2_1/4 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4_1/2-1/4 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3 1/3-1/3 22.186 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/2-1/4 ** - 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 1 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 1/3-1/3-1/3 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4_1/2-1/4 ** - 25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 1/4_1/2-1/4 ** - 28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 -60.0 +60.0 -60.1 +60.0. TqO: :+:0.0 -60.0 +60.0 -60.0 +52.5 -52.5 120" 1/2-1/4 "* - 31.038 +60.0 -60.0 +60.0 -60.(1.' :f0.d. W0: :+45e.2 -58.2 1 +53.9 -53.9 +48.7 -48.7 " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 •• ••• • ••• •• • " MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 : • : : : • • • 2 • • •• • • • • • • • • TABLE 8 Overall Width Sash Configuration Sash Width in Range 9 (in) 2 Glass Types: 2, 3 Design Pressure (Ibs/ft ) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4-1/2-1/4 12.038 - 12,052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49 1/4-1/2-1/4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-%3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1 /8" 1/4-1/2-1/4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/4-1/2-1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2-1/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3_1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1 2-1/4 "* - 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3_1/3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2-1/4 ** - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3_1/3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2-Y4 *" - 28.302 +65.0 -80.0 +65.0 -80.0 .+Q5.0 • .-80.0 1-654 -80.0 +65.0 -80.0 +65.0 -80.0 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65b .' .-M.0 36t.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80. 0 +99.10 * * 80 0 +65 0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4-1/2-1/4 ** - 29.463 +65.0 -80.0 +65.0 -80.Q. .t65.0 . -8Q.0 +65.0. -80.0 +65.0 -80.0 +65.0 -80.0 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -8021. ->:65.0 :8@*0 + 5. -80.0 +65.0 -80.0 +65.0 -80.0 1/3_1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 120" 1/4-1/2-1/4 custom ** - 31, 052 31.053 - 33.185 +65.0 +65.0 -80.0 -80.0 +65.0 +65.0 -80.0* -80.0 .+15.0 _. +b5.0.0 •80. G • ._. ; +65.4 ;Q5�q -80.0 -80.0 +65.0 +65.0 -80.0 -80.0 +65.0 +65.0 -80.0 -80.0 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 TABLE 9: Overall Width Sash Configuration Sash Width Range (in) Glass Types: 6, 7 Design Pressure (@bslft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4-1/2-1/4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" �4-1/ 2-1/4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3_1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1 /8" 1/4-1/2-1/4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3 1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/4-1/2-1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3_1/3_1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2-1/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.9B 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4- Y2-1/4 ' * - 24. 082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1 A +65.0 -67. 5B 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2-1/4 "* - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 1/3-1/3_1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 /4-1/2-1/4 *" - 28.302 +65.0 -80.0 +65.0 -80.0 .q�.O. . -8Q.0. .+6, ,O -80.0 +65.0 -74.1A +65.0 -67.5B 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0•. +6g.0. ; -00;0; ;+65.0 -80.0 +65.0 -80.0 +65.0 -72.0 1/3-1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0" 466 ' -86.0' '+M.0 -80.0 +65.0 -80.0 +65.0 -75.8 1/4-1/2-Y4 '* - 29.463 +65.0 -80.0 +65.0 -80.Q, .; 65.0 -$Q.0 tQ5.Q -80.0 +65.0 -74.1A +65.0 -67.5" 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -8qo. : 640: : -80.0. M55:0 -80.0 +65.0 -80.0 +65.0 -70.6 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.D +65.0 -86.0 +65.a -80.0 1 +65.0 -80.0 +65.0 -76.9 Y4-1/2-Y4 "` - 31.052 +65.0 -80.0 +65.0 -80.0. . +P5.0. . -$0A. .+65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +fi :0: . .. NOA :+F5b .. .. -80.0 +65.0 -75.7 +65.0 -68.4 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0' ' A5.0' *80i?' 0+65.10 -80.0 +65.0 -80.0 +65.0 -71.3 TABLE 10' Overall Width Sash Configuration Sash Width Range (in) Design Pressure (Ibs/ft2) for XQX Windows Glass Types: 8, 10, 11 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4-1/2-Y4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/4-1/2-1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1 /8" �4-1/2-1/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/4-1/2-Y4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4-1/2-Y4 -- - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 1/3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 1 4-1/2-1/4 *" - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 1 1 1/ -- - 28.302 +80.0 -110.0 +80.0 -110.0 +$Q 0 -110.CQ +8Q 0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.60 +$Q.CI, ;-Z1Q.Q ;+8�.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.6' +'80.0 •-1'%.C-r •+$ti.0 -110.0 +80.0 -110.0 +80.0 -92.9 %4-1/2-y4 -- - 29.463 +80.0 -110.0 +80.0 -110•Q ,,80.0 -j14.0 -t$O.Q -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -11M ; 8Q.CC -100.0. :180:0: -110.0 +80.0 -108.5 +80.0 -94.1 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -11A +80.0 -1TO.0 +80.6 -110.0 1 +80.0 -110.0 +80.0 -92.3 1/4-1/2-1/4 **-31.052 +80.0 -110.0 +80.0 -110.Q••+*80.0..-;1Qjl. 9+80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0: +:5(1.0: . .`. V1:10.a f_J +90+0 • • . • -110.0 +80.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +80.0 -110.0 1 +80.0 1 -110.Q '+$0.Cr !11(ia• •+80.0 -110.0 +80.0 -110.0 +80.0 -90.6 WAVEMBI Overall Width Sash Configuration Sash sWidth Range in 9 ) (i Glass Types: 9, 12, 13, 14, 15 Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overail Hgt. 29" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/4-1/2-1/4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44" 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �4-1/2-1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/3_1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �4-1/2-1/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/3-1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 1 -110.0 1/4-1/2- �4 ** - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 ** - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-Y4 ** - 28.302 +80.0 -110.0 +80.0 -110.0 +89).0. ,120.0 .+8.0.0 .7-.110.0 +80.0 -110.0 +80.0 -106.7* 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +$a.0 :1s0:0 ; E40 .A M0 +80.0 -110.0 +80.0 -110.0 1/3-1/3_1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80. 0 7 11 YO ' 40. b 0-110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 ** - 29.463 +80.0 -110.0 +80.0 -110.0 *80.0. -110.0...+80.0. t -1.10.0 • . +80.0 -110.0 +80.0 -106.7* 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 :+80I .1Za0-*+&016' .'tZ.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 1 1/ ** - 31.052 +80.0 -110.0 +80.0 -110.0 +-8"0. -140.0. .4M.0 -.110.0 +80.0 -110.0 +80.0 -106.7* 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +8fl 0% . . �1�0�80.� .. . . . .. �110.0 .. +80.0 -110.0 +80.0 -107.8 custom 33.186 - 38.222 +80.0 -110.0 1 +80.0 1 -110.0 1 +8 0 -110.5 +*90.b *110.0 +80.0 1 -110.0 1 +80.0 -110.0 r��irnni 1 1n"--- co -a x-110 11 FOH (41 ASS I YNFS 9 1;1 13 & 1h TARI F 19 Glass Types: 1 thru 7 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width Head & Sill E Head & Sill Head &Sill Head &Sill M Head &Sill cc 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1* 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 * d -I11 ,z+I rum ULHJJ I rrcJ 1,'+a0 TARI F 13 Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 22.1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width Head & Sill Head &Sill M Head &Sill Head &Sill Head &Sill M 20" 1+C2+1 2 1+C2+1 21 1+C2+1 31 1+C2+1 31 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 •2� C3:2'.' 3 74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 TABLE 14. % • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Overall 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. Width Head & Sill m Head &Sill M Head &Sill m GUIDE TO USING ANCHOR QUA CLUSTER OF 2ANCHORSi ANCHORS AT THE I CENTERED AT l SASH MEETING RAII T - 23" MAX O.C. 9" MAX. r_I 22-1 /2" / MAX. O.C. I REPEA 12" MAX. O.C. -� • N:e�,tl,gflall.• Heevy-Duty 55" Overall Hgt. ,\q ael Hat. • ��; Overall Hgt. Head & Sill E ( Head & Sill I � Head & Sill AKit- L1(10 CLUSTER DETAIL 4" MAX. O.C. - l � rr�_►��rsr l Width idth Sash Configuration Sash I Width Range (in) Glass Types: 1, 4, 5 anchor Quantities for XOX WindowsOverMeeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill s E Head & Sill -0 E Head & Sill -0 E Head & Sill n E Head & Sill -0 E Head & Sill .0 E cc 44" 1/4-1/2-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3 1/3 12.053 - 15 008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/a-1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/a-1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/3 1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4-1/2-1/4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3 1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 *" - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3-1/3-1/3 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 '* - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186 - 31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4-1/2-Y4 * - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1091, custom 28.303 - 29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29.186 - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120" �/a �/2-1/4 "' - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2;1 2 j+6�; 3; C2 :1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 ** MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 ** MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 ••� •�• ••• ••� GJbE~FO USING •AN(:F;OR QUANTITY • TAbLEt FOR XOX 1 WINDOWS: / : :.�•: : : : :•�•: / CLUSTER OF ••• �" ' • 111 ANCHORS 1 ANCHOR ATl CENTERED AT THE � THE SASH I RACCMkit' onii . i 3 ANCHORS TABLE 16 W Width Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types. 2, 3, 6, 7 Meeting Rail: Standard 21-1/8" Overall Hgt 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. � Head &Sill Head &Sill Head & Sill @ Head &Sill Head &Sill Head &Sill 44" 1/4_1/2-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3 1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/4-1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1 /8" 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/3 1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 26.186 - 31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 14-1/2_1/4 ** - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3 1/3 27.186 - 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/ - 21/ - a 1/ a •* - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C' +1 2 1+Ct4:2+;2+I 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4-i/2-Y4 - - 29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C,2+ 1 •3 1+ +?•�'Ce�i+� *1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 33.186 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+.•2A .. 2 1-i-G +�Z2+11*3 • i%.A .f+.C2+2+C2+1 . 3 1+C3+2+C3+1 3 1/4-1/2-1/4 * - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+CfL+1� . . 2 1,*C-2�3i•C2+ • t :1+:C2+3+C2+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33,186 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+G?•*.1 2 1. 3 .1+C2+3+C2+1 3 1+C3+3+C3+1 3 " MIN SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 : : . : : •: : : . 2 •.. • • • ••• • • OVERALL WIDTH - 57.556 - MIN. SASH WIDTH (EQUAL -LEG WINDOWS) =------? -- Gl CLUSTER OF TARS F 17 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 8, 10. 11 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" O�,erall Hgt. 37" Overall Hgt 49" Overall Hgt 55" Overall Hgt 63" Otierall Hgt. Head & Sill -0 E Head & Sill .a E Head & Sill -0 m Head & Sill .a E Head & Sill �Q ro Head & Sill -0 ! m 44" 1/4-1/2-Y4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/4-1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1l8" 1/4-1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" �a-1/2-1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4-1/2-1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3 1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4-1/2-1/4 **-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4-"�2-1/4 ** - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 y4-y2-1/4 ** - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 1091, custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2�lp o1 PCQ+3*- 2f1: *1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+Ck 2•;20. . jj4+E3� .-..-.-.-y 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1/4-1/2-1/ ** - 29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 ? 1+�,3+3;;,3+1 1+ C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3;r?.+2 2 2,C+�9,C%+7 _+ 3+3+C3+2 3 2+C3+2+C3+2 3 1/4_1/2-Y4 ** - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4�C2+1 •3 10+C3+4+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 ♦ 2 1+C3+4+C3+1 .- 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C212 - r 2'�C�;+C�3+y 3+C3+3+C3+2 3 2+C3+3+C3+2 3 • •' • • • • ' " ' • MIN. SASH WIDTH (FLANGE WINDOWS) _ - OVERALL WIDTH - 58.556- - ••• • • • •`• • • 2 _...... T, ..,.. .,,,�, OVERALL WIDTH - 57.556 GU CLUSTER OF: TABLE 18: Overall Width Sash Configuration Sash Width Range (in) Glass Types: 9, 12, 13, 14, 15 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overa'I Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 1 63" Overall Hgt Head & Sill Head & Sill �D Head &Sill .0 Head &Sill Q Head &Sill @ Head &Sill -0 44" 1/4-1/-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/4-1/2-1/412.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/412.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61" 1/3-1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 31 1+C3+1+C3+1 3 1/4-1/2-1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3 1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4-1/2-1/4 *- - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 31 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y4-1/2-1/4 " -.25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 27.186 - 32.675 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4-1/2_i/4 *' - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2,;1 1+Q2+�+C�+1 11 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+c +2 •TiT• • _P 3+.3,PCV.g • 2+C3+3+C3+2 3 2+C4+3+C4+2 4 Y4-1/2-1/4 - 29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C, +1 124 1+'C2+4+C2+0I •? 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3-1/3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 •-•-'• 2+C2+3;+P2+? 2;+�3+�,PC3+`:• .-r•'• • 3 2; C3+3+C3+2 3 - 2+C4+3+C4+2 4 1/4-1/2-1/4 ** - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3'+.C2+ V 2 %.C2-%*C2+`i• 3 .14C3+4+C3+1 3 1+C4+4+C4+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 121 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C4+•2 y+t3;, 2+C3+3+C3+2 3 2+C4+3+C4+2 4 ** MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 `* MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVE_RALL_WIDTH - 57_556 • •• •• • • • •• •• GUIDE TO USING A AI/-1 lf-'M f-%1 1 A kITIT\/ INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X hJOCD FRAME OR BUCKSTRIP SEE NOTE 2, THIS SHEET. EDGE DISTANCE 1 /4" MAX SHIM OVERALL HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU 1/4" MAX. SHIM �— EMBEDMENT SEE TABLE NOTE B. FOR HEAD TYPE 4—r— EMBEDMENT EDGE DISTANCE �e I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE 19 ))12" LENGTH, CENTERED ABOVE SASH / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. 6"LENGTH,CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (P# 60). ONLY REQUIRED IF OVERALL HEIGHT IS OVER 63". SASH VISIBLE LIGHT WIDTH EXTERIOR 14 15 OVERALL WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) • • • • • • • • • • • • 'HORTZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) NOTES. ' • • • • • • • • • •• •• • • • •• •• 1) USE ONLY SUBSTRATE APPROPRIATE AMHO�S LISTED ON TABLE 19: TABLE 19 FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. -At It FIXE LIG LIG OR STEEL STUD- HORIZO� Pf INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRI-blE OR BUCKSTRIP SEE NOTE 2, THIS SHEET EDGE DISTANCE 1/4" MAX. SHIM BUCK HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU —•—I 1/4" MAX. SHIM EMBEDMENT I I,,�JI T EMBEDMENT EDGE DISTANCE 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. 12"LENGTH,CENTERED 20 ABOVE SASH VISIBLE LIGHT HEIGHT 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (P# 60). ONLY REQUIRED IF BUCK HEIGHT IS OVER 62". SASH VISIBLE 'J LIGHT WIDTH 'I EXTERIOR 15 i 0 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE BUCK WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) • • • • • • • • • • • • ••' WORTMNTAL SECTION C-C (SHOWN WITH MONO. GLAZING) NOTES: ` • ` "• • • • 1) USE ONLY SUBSTRATE -APPROPRIATE AN(,H0 S LISTED ON TABLE 20: TABLE 20 FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. AN IN FIXE LIG IG COMPLIANT ALUMII OR STEEL STUD. I' HORIZON' PR INSTALLATION OPTION 5 ANCHORED THROUGH FIN .NTO 2X WOOD FRAME OR BUCKSTRiP TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. I-+- EMBEDMENT EDGE - --- DISTANCE EDGE DISTANCE BUCK HEIGHT EDGE DISTANCE C� -- - EMBEDMENT 1 L1 /4" MAX SHIM 12" LENGTH, CENTERED 20 ABOVE SASH TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. VISIBLE LIGHT HEIGHT INSTALLATION OPTION 5 _ EDGE ANCHORED THROUGH FIN INTO 2X DISTANCE WOOD FRAME OR BUCKSTRIP I i I I,4 1/4" MAX SHIM EMBE DISTANCI SASH VISIBLE 12 \\\ LIGHT WIDTH EXTERIOR ID 14 15 BUCK WIDTH HORIZONTAL SECTION A -A tc,Wr11A/AI %A/ITW I (- nl A7lMr-'% • HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) FIXE LIGi LIGi nnimrvn-UmLim r�rrrtv� COMPLIANT ALUMINUI OR STEEL STUD. MA) HORIZONTAL PROP NOTES: TABLE 21: 1 /4" MAX 062" 2 724" — — I i I 2.560" �! {IL -062" 0 HEAD, FLANGE FRAME 2.724" --op 3.651" i 07 SILL, FLANGE FRAME 2.105" 1 .273" ,, SASH PULL RAIL 3.184" 1 —�► 2.124" — I 2 HEAD, INTEGRAL FIN FRAME 2.724" 4.276" a SILL, INTEGRAL FIN FRAME 170" 2.149" 1.300" .062" I 1.136" � � I 1.300" 100" l ' SASH TOP & (1 % SASH LOCK RAIL \3) BOTTOM RAIL i 2.060" r 2.724" OHEAD,EQUAL LEG FRAME 1.488" � i 1 2.786" .062" —�- 0 OJAMB, FLANGE FRAME 1.246" �— 3.908" .062" I1 1 i I O SILL, EQUAL LEG FRAME 1 •• .•. . • • • • .. to SILL ADAPTER �� • 2.2M 4" •—•—�--I • • 2.211" --�{ f17(; i �� i • .120" — • •• •• • • • •• •• C4) HD MEETING RAIL \15�j STD MEETING RAIL 2.724" f 3.151" --I 360" —�-I 70132" 045" t0 SCREEN ADAPTER TARI F 911 Item # Pa:, # Description Material 1 624038 Head, Flange Frame Alum 6063-T6 2 624039 Head, Integral Fin Frame Alum. 6063-T6 3 624040 Head, Equal -leg Frame Alum. 6063-T6 4 624001 Jamb, Flange Frame Alum. 6063-T6 5 624017 Jamb, Integral Fin Frame Alum. 6063-T6 6 624028 Jamb, Equal -leg Frame Alum. 6063-T6 7 624035 Sill, Flange Frame Alum. 6063-T6 8 624036 Sill, Integral Fin Frame Alum. 6063-T6 9 624037 Sill, Equal -leg Frame Alum. 6063-T6 10 624034 Sill Adaptor Alum. 6063-T6 11 624043 Sash Pull Rail Alum. 6063-T6 12 624006 Sash Lock Rail Alum. 6005A-T61 13 624041 Sash Top & Bottom Rail Alum. 6063-T6 14 624027 HD Meeting Rail Alum. 6063-T6 15 624005 Std. Meeting Rail Alum. 6005A-T61 16 624047 Screen Adapter Alum. 6063-T6 17 624051 Installation Hole Cover Alum. 6063-T6 18 64125M Windload Adapter Alum. 6063-T6 19 624042 Sill Track Alum. 6063-T6 20 624015 Anti -Lift Clip Alum. 6063-T6 21A 624009 IG Bead Alum.6063-T5 21B 624011 IG Snap Bead Alum. 6063-T5 23 624026 7/16" Lami Glaz. Bead Alum. 6063-T6 24 624013 5/16" Lami Glaz. Bead Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 712653K Mono setting Block 3/32" X lbf X 1" Neoprene 33A 71715K Lami IG Setting Block 1/8" x 3/4" x 1-1/14" Neoprene 33B 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hole Cover Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing & Sash Guide Vinyl 41 724052 Roller Wheels Brass 42 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 1 Weatherstrip, 18T' x 170", Fin Seal @ Sash ASSEMBLY DETAILS FOR X_ _O FLANGE_ FRAMES (OTHER FRAME TYPES & CONFIGURATIONS SIMILAR) r• . �1 �T I I � I I I ' I � I I � I � � I I 63 .. ... . . . .. • • .q, • � 15 14 .. ... .• ••• .• •• • 00 . . .. • . • . . . . . �4J � ••. •... �6 / . • • • i • • • • i I R MIAMI-DAWE IVIIAMI-DADE COUNTY ma i 4 - 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 F ACCEPTANCE (NOA) www.miamidade.zov/economy 1070 Technology Drive North Venice, FL, 34275 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 Cc�u 4t0*RER - Product Control Section to be used in Miami Dade County and other areas where Au^(,,I by the A� thority I-IaVlllg 7UfISC11CttOn (AHJ). • • • • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade £+esiraty Product Control • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade L'(Ii't! v) res: - e the rigli* to have this product or material tested for quality assurance purposes. If this product or materiel? fails to • • • • perform in the accepted manner, the manufacturer will incur the expense of such tg51,g and t1: XfJJ may' • • • immediately revoke, modify, or suspend the use of such product or material withiia.aaia'.jurisdicttQ*n. REI•c••':' reserves the right to revoke this acceptance, if it is determined by Miami—DadeCour-ty Pro.Aict. Contr -1• • Section that this product or material fails to meet the requirements of the applicable.ebuildZng cote*. This product is approved as described herein, and has been designed to comply W7.11 t'ie Fic;'id.,• B.uildir_� •": Code, including the High Velocity Hurricane Zone.- • •" ON: Series "SGD-770" Aluminum Sliding Glass Door w / 90' & 135' corners — L APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets l through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, 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 Acce tancenumber and expiration dat the Miami -Dade County Product Control Section. 7SSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RUMEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. .. •- M AMi DADE COUNTY /r t l NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017' PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 0 0 • • • .... B. TESTS • • 1. Reference Test report on 1) Uniform Static Air Pressure Test, PW.113.C, T;�7*16-94 .... 2) Large Missile Impact Test per FBC,•T4_ S 20144 •. ; • • • • 3) Cyclic Wind Pressure Loading per 1'M', TAS•263.54 ..... Along with marked -up drawings and installation diagram of AVi.iarm SlidiYlgClass•• •• • Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by.lienestratio Testing •. Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FY9-8963s dyed • 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmas (Mega, P.E. 96 0(Submitted under NOA No. 16-0629.06) 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 20.1-94 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 sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniforrn Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411..3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031., FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P: (Submitted under NOA No. 09-0826.10) PeK�Jorge M. Plasencia, P.E. Uct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS so(* 1. Anchor verification calculations and structural analysis, compl):ing. %ith FhG-5 1 .... 00 Edition (2014) and FBC-61' Edition (2017), dated 04/18/17 ar47evised oll QV110/17, •0 ...... prepared by manufacturer, signed and sealed by Anthony Lynn.MiiWer, P.E. .... 2. Glazing complies with ASTM E 1300-09 " • • • . 0 * . . ; • • • • .... Y .. ..:..: • .Y...' D. QUALITY ASSURANCE Osseo � � , sees ..sews 1. Miami -Dade Department of Regulatory and Economic Resouroos IR.ER). sees.. E. MATERIAL CERTIFICATIONS .'. sees.. •. w sees.. 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. J;Va �..6rr • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-611' Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS L Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90' &1351 corners - L.M.I, approved on 08/04/16 and expiring on 02/17/20. / Jorge M. Plasencia, P.R. P,r6duet Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E - 2 SERIES 770. IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE; DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTiM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% 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 CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE_ 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WI NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL_ 6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 TABLE B. SEE DETAILS ON SHEETS 4 & 5 Glass Description (Listed from Exterior to Interior) Type 3 7/16" Laminated: (2) Lites of 3/16"HS Glass with .090" PVB me ayeA 9/16" Laminate : 1 es o n e ayer 4 FG4 7/16" Laminated: (2) Liles of 3116" HS Glass with .090"SG Interfayer A 9/16" Laminated: (2) Liles of 1/4" HS Glass with .090"SG Interlayer 5 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 711V Laminated; (2) Lites of 3116' HS Glass with .090" PVB Interfayer G5A 1" Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Liles ofypm' Ma Glass Wth.090;PVrlayer G6 1" Laminated 1.G.: 3116" T Exlenor Cap + 318" Air Space + 7116° Laminated; (2) Liles of%/16" HSG1a�sawt• ti AF.*S4 I*flayer G6A 1" Laminated I.G.: 114" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites ot?j415" Gifflss•yvitA - G7 7/16" Laminated: (2) Lites of 3M6" ANN Glass with .090" SG Intedayer �- • • G7A 9/16" Laminated: (2) Lites of 1/4" ANN Glass with .090" SG Intedayer GB 1" Laminated I.G.; 311.6" T Exterior Cap + 318" Air Space + 7116" Laminated; (2) Lit ar oZ31i % NN S:.alnteripyer G8A I 1" Laminated I.G.; 1/4" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Likt+s of 3!1 ' Ai,W days a�{ifn .09�0" 6• SI nt�f er "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOLP PVB BY KURARAY AMERICA, INC "SG" = .090" SENTRYGLAS®BY KURARAY AMERICA, INC. I�ltlAf.T flAT1A Ili GENEPA4N ,OTES..�..�..�.1 EXAMPQE C�G�..�.. NF....2 1 ; GLAZING DCTAj:•S 4,E: ANCI-16MCE....'..... ... 4-ii-V nP.gir;N PRFSRI IRFS .... 6-8 FABLE A: Anchor Anchor Type Group #12 18-8 $MS. (Fy=60 ksi, F„= 95 ksi) 412 410 SS SMS, A (Fy= 90 ksi, F„= 110 ksi) 1/4" Elco Aggre-GatorO Fy=57 ksl, Fu=96 ksi #12 Steel SMS (Gr. 5) B (min. of 3 threads beyond inetal substrate) 1/4" Elco UltraCoMD C F =155 ksi, Fu=177 ksi 1/4" Elea UltraCon® Fy=155 ksi, Fu= 177 ksi D 114" 410 SS Elco CreteFlex0 Fy=127.4 ksi, Fu= 189.7 ksi 1) WHERE SUBSTRATE CONDITIONS RE CHOOSE THE ANCHOR GROUP OF THE 2)ALL ANCHOR HEAD TYPES ARE APPL 3) FOR STEEL STUDS, MIN. FU = 45 KSI, 4) FILLED BLOCK VALUES MAY ALSO BE 5) ANCHORS MUST BE OF SUFFICIENT L ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTR, MIAMI-DADE COUNTY APPROVED DISTANCE AND SUBSTRATE REQ( 2) FOR OTHER SUBSTRATE APPLI 3) WOOD BUCKS DEPICTED AS 0 PROPERLY SECURED, I WOOD I INSTALLED DIRECTLY TO SOLID C DEPICTED AS 2X ARE 1-1/2" THICK (WHEN USED) SHALL BE DESIGNE LOADS TO THE STRUCTURE. BUC THE RESPONSIBILITY OF THE EN( RECORD & TO BE REVIEWED BY l 4) METAL SUBSTRATE TO MEET N REQUIREMENTS PER CURRENT F BE REVIEWED BY THE AUTHORIT' EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 12 13 iI l UNIT Jw Jc 14 IIOMAX. ! o a o HEIGHT Kc w Kc I�gin 14 14 1 w Lu w PER TABLES 1-3 4 POCKET vwi I.-PANFI 422) CONFIGURATIONS 1 13 NOM. PANEL WIDTH PER TABLES 1-3 G Gc 12 13 MAX. UNIT 1W 13 HEIGHT PER TABLES 1-3 NOM. F PEI MAX HEI MAX. UNIT WIDTH Aw Ac w Bc III ////, III 11 3-PANEL CONFIGURATIONS 0, PANEL WIDTH _ PER "TABLES 1-3 w G 1 Gc MAX. UNIT 13 HEIGHT PER TABLES 1-3 1 PC MAX. UNIT WIDTH LC E> Aw Ac P) l� ,3F C/ 19 19 19 / 19 / 2-PANEL ONFIGURATIONS NOM. PANEL WIDTH PER I I Jw Jc ! 14 14 w Kc �^ I cwj a q MAX 14 14 ��., HE ~x P '= TABL lQaw POCKET I ti Jw Jc 14 14) w w Kc 14 14 t z p W a � a POCKET _ uWi r- 2) OI 3) I llx C "p UNIT WIDTH — Aw —Ac" 13w B R TABLES 1-3 12 13 12 1, 19119 i 41213 19 19 19 ER ES 1-3 •• w•• • • • • • • • •• 3 12 18 •i i i •• Y ••i i•i •• • ••• • •• • • •• • • • ••• MAX. UNIT WIDTH .. ••• 0 see Aw w c_ C c • • •00 • 1 1ii 1 •i3 •1" • i•• i Jw Jc I 19 + • • • 1� 14• ! 19 • • • 1 irLOA j4 Iwaw 19 • •• •• 1•• �• • 19s jz4� I • Iww 4-PANEL CONFIGURATI MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER EXAMPLE CONFIGURATIONS NOM. F PEI NOM. F PEI MAX HE PER TA MAX HE! 961, C MAX. TESTED UNIT WIDTH = IV �w-vV IILIVI Ii 300-1/4" @ 120" HEIGHT ANEL WIDTH Aw Ac w c w Cc 12 13 12 13 12 13 t TABLES 1-3 Gw Gr, 1 13 19 19 19 19 19 Jvv Jc 14 14 tw c 1 13 19 19 L 19 w <c 14 14 i9 19 UNIT / GHT, 2 13 19 9 19 19 19 R 120" POCK C 1' P L{ E P. t C I i 2 oao_ C i�Q<0 IUQI_ 3 ET layw I "t I ,iE 6-PANEL CONFIGURATIONS Dc w Ec w Fc 12 13 12 13 12 13 IVI/A.A. UIV11 vvlu 1 n ANEL WIDTH Aw Ac w Be Cw Cc 12 13 12 13 12 13 t TABLES 1-3 L Li Jw Jc 14 14 G G 12 13 1919 w K19 t19 14 14urIITGHT 19 19 19 19 12 i3 19 19 19 19 1 BLES 1-3 / POCK IL NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT, HEIGHT 7-PANEL CQ d*A� �T4Q§ . • • MAX. UNIT WIDTH .• ... . ... .. . . . . . . . . . . . . . . .. . . . . . . . 19 !� • • 1i9 • • • • 19 • n9 hs -••i M • �• i/M\oo --P\5---7 ,i4 Kc Imo 14 14 lo�a IYF x GLA?#NG DETAILS (3, G3A, G4,_G4A, G5 & G5A,- 1/16" NOM. 3/16" HS GLASS- - .090" PVB- 3/16" HS GLASS — EXTERIOR 3/4" NOM GLASS BITE 7/16" LAMINATED GLASS, TYPE G3 9/16" NOM. 1/4" HS GLASS .090" PVB- 1/4" HS GLASS — EXTERIOR a 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G3A 7/16" NOM. 3/16" HS GLASS— .090" SG- 3/16" HS GLASS — EXTERIOR 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS. TYPE G4 9/16" NOM. 1/4" HS GLASS .090" SG- 1/4" HS GLASS— ... .T. . . .. . . . . . . . .. ... . . .. .. .... . . ... . . 9/16" LAMINATED GLASS. TYPE G4A 3/16" HS GLAS: .090" PVB- 3/16" HS GLAS'r 3/8" AIR SPACE - 3/16" T GLASSY 83 124-127 EXTERIOR a 79 � 1" LAMINATE[ 3/16" HS GLASc .090" PVB- 3/16" HS GLAS` 5/16" AIR SPACE - 1/4" T GLASS 83 124-127 EXTERIOR a 79j 1" LAMINATED ING DETAILS {G6, G6A, G7, G7A, G8 & G8AL 3/16" HS GLAS .090" SG 3/16" HS GLAS 3/8" AIR SPACE 3/16" T GLASS- 1!!-1 EXTERIOR a 1" NOM. 7/16" NOM. 3/16" ANN GLASS— .090" SG- 3/16" ANN GLASS- OM EXTERIOR G LA BITE 1" LAMINATED I.G. GLASS, TYPE G6 1" NOM. 3/16" HS GLASS .090" SG- 3/16" HS GLASS 5/16" AIR SPACE — 1/4" T GLASS 124-1 EXTERIOR a 1" LAMINATED I.G. GLASS, 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS. TYPE G7 9/16" NOM. 1/4" ANN GLASS .090" SG 74 1/4" ANN GLASS 7 • • . •— :pie I • • •�: • • • • • • • I• • • 3/4" NOM. 3/4" NOM. EXTERIOR GLASS GLASS BITE BITE .•�� ,, . •� •• Z/�4 • • •,� 0 7-�. J• • / �55 : : : :�: : 54 o G6A 9/16" LAMINATED GLASS, TYPE G7A 3/16" ANN GLAS .090" SG 3/16" ANN GLAS: 3/8" AIR SPACE 3/16" T GLASS = 1" LAMINATE 3116" ANN GLAS. .090" SG- 3/16" ANN GLAS: 5/16" AIR SPACE 1/4" T GLASS 83 124 l Z�f-� EXTERIOR a79 1" LAMINATEC 9. n 1 r d I tADLC 1. Design Pressure (DP) and Anchor Quantities Required, Maximum DP for all L10 (for all approved configurations on Sheets 2 & 3) +60 / -60 psf For comer astragal anchorage on 90" or 135" comer units, see sheet 11 (M b limi ed qy Table 1A) Door Unit Height Table applies to Glass Types 3, gp 84" 901, 96" 3A, 5, A, 8 & 8A and 69-718" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO the StilelAstragal al Types shown Anchor Group Anchor Group Anchor Group Anchor Group below. A B C D A B C D A B C D A B C D Head/Sill C4+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" 17" _ Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" 23° Jamb 8 8 8 8 8 8 8 B 8 8 8 8 8 8 8 8 DLO 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 o P-hook Head/Sill C4+1 C4+1 r C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 G4+1 G4+1 C4+1 C4+1 C4+11 C4+1 29„ Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a P42" DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 @ Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 E 35 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+2 I C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 48" 41„ Jamb 8 1 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. M/«X. P"SWIVE DESJGN PIRCESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COWIPLYINb W." TIA CZARENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATERS INFIU-40,11 ' * * • * • • 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCI•ANID NMDfVIENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, Dilflt]L•VY 2 F•C!R F-AVS T•n13F•INSTALLED. .. . . . . .. . . . . . . . . . . . . . . . • • • . • . • . • . • Straight Astragal Lockstile @ 90" Astragal Lockstile @ 1 Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90° Astragal Standard Stiles Standard Stile Standard Stile Standarc:Stil; ':54nd-116rd `file Heavy-duty Stile Heavy-duty Stile Hey Standard traual •! • •' • � ... . Outside Corner Outside Corner �� j Design Pressure (DP) and Anchor Quantities Reguired, (for all approved caniigu; ations on Sheets 2 SP 3) 4 For corner astragal anchorage on 90° or 135' come• snits, sea sheet 11 Table applies to Gla Types 4, 4A, 6, 6A, 7, 7A, 8 & 8A the Stile?Astragal Types shown b w. Door Unit Height 80" 84" 90" 96" 102" 69-7/8" DLO 73-718"CLO 79-7/8" DLO 85-718" DLO 91-718" DLO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group i A_ B C D A B C D A B C D A B C D A B C D A Head/Sill C4+1 C4+1 G4+1 G4:1 C4+1 C4+1 04+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 24" 17 17" Jamb 8 8 8 8 8 8 8 $ 8 8 8 8 8 8 8 10 10 10 10 10 DLO P-hook 6+7 6+7 +7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 WeadlSill C4+1 C4+1 C4+ C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 30" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 e 8 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 +8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 Head/Sill G4+1 C4+1 C4+1 C4+1 CA+ +i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 04+1 C4+1 C4+1 C4+1 36" 29" DLO Jamb 8 8 8 8 8 8 8 8 8 8 7+B 8 8 8 8 8 io 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 Head/Sill C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 +1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 a 42" 351, Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 e 8 10 10 10 10 10 L0 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 HeadlSlll C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 48" 41„ Jamb 8 8 8 8 8 8 8 8 8 8 B 8 10 8 8 8 10 10 10 10 10 z DLO Pfiook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+e 7+ 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 1 8+9 8+9 " Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 54" �L70 Jamb 8 8 8 B 8 8 8 8 10 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +8 7+8 7+8 Head/Sill C4+2 04+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Cs1+ C4+2 C4+2 60" DLO Jamb 8 8 8 8 8 8 8 8 10 $ 8 8 10 8 8 P-hook fi+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8 FOR FXAMPLF ON USING TABLE- SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX Sill Heightto . (+) DI (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. (Water Infiltration Ra 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. (Flat or Box, see (+) Design POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR 1S PROTECTED 13Y Pressure, p: AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJAr��NT1;.IAvIZAW)tT;-lA Q6NDITION IS Sheet 17} NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see note 3 . .. . . . . ... . 67 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AN4EIU0*E5 ENTiNf JRMATION. Low- 2-1/2" + 46.. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium - 3-1/4" + 600 .0 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVJD�.QY 2 FQR '"RS TQ.BE. High - 4" + 60.0 INSTALLED. SEE NOTES 1-3 .. . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . THE 17011OWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEET8`21 8!22 FOR PART DIMENSIONS AND SHEETS 1, Straight Astragal Lockstile @ 90" Astragal Lockstile @ 1 Interlock P-hook Lockstile @ Jamb Asseinlay. ;tr ii6^JAsrragaI: Assembly 90" Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Sti e ; t;@tVy-ctutystij ; Heavy-duty Stile Heavy-duty Stile Hez —... Standard ragal. At T .— • • Outside Corner Outside � I T:: Corner TABLE 3 _ --- -- — — — - -- — - — _ Design Pressure (OP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maxim For coiner astragal anchorage on 90° or 135` corner units, see sheat 11 (Ma) Door Unit Height Table e, es to Glass Types 4, 4A, 80" 84" 90" 96" 102" 6, 6A, 7, 8 & 8A and the 69-7/8" DLO 73-718" DLO 79-718" DLO 86-7/8" DLO 91-7/8" DLO Stile/Astragal typ hown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group I B C D A 8 C D A B I C F D _A 1. B CL D A B C _A Design Pres +A .0 psf +1-82,5 psf 17" _— Head/Sill +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 04+1 04+1 C4+1 C4+i 24" DLO Jamb 8 8 1 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 P-hook 6+7 6+ 6+7 6+7 7+8 7+8 7+$ 7+! 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 1 8+9 Design Pressure +1--90.0 Psf +/-82,5 psf 23" HeadlSi;l C4+i C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 30„ DLO 10 Jam b 8 1 8 1 8 1 8 1 8 8 $ 10 8 B 1 8 10 8 1 :8Q 8 10 10 P hook 6+7 6+7 6+7 6+7 7+8 8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 Design Pressure +1--90,0 psf +/-82.5 psf m 29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+ 4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 CQ+1 G5+1 C5+1 C4+1 d 36„ DLO 10 Jamb 10 8 8 8 10 8 8 8 1Q 8 8 8 12 10 8 8 12 10 c P-hook 6+7 6+7 6+7 6+7 7+8 T+$ 7+8 7+8 7+ 7+8 7+8 7+8 B+9 8+9 8+9 8+9. 8+9 8+9 8+9 o Design Pressure +1--90.0 psf +1-82.5 psi z 35" Head/Sill C4+2 C4+2 C4+Z C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42" DLO 10 Jamb 10 8 8 8 8 8 8 12 10 8 12 10 8 8 12 10 P-honk 7+8 7+8 7+8 7+8 []7�+8±7+8 1 7+8 7+8 1 8+9 1 8+9 8+9 8+9 9 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 Design Pressure +/--90.0 psf 5e ote A ow. +/-82.5 psf 41" Head/Sill C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+ +2 C5+2 C6+2 C6+2 C5+2 DLO Jamb 10 8 8 8 12 10 8 8 12 10 8 8 14 1 12 18 8 14 12 10 P-hook 7+8 7+8 7+8 7+8 $+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+ 9+10 9+10 9+10 NOTE A: +/-90.0 PSF FOR GLASS TYPES 4, CA6,_6A,,�A, 8 & 8A; EXAMP N SI NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. I 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER I DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. I 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHIREAS•TH�.1-1/2" SILL IS NOT AND I MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIFf D. MP;X.-Pt)9jTtV1'. Q.EgIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVE#2.HAN.G Wrr,,H THE CURRENT FLORIDA I BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NUOT RATED FOR WATER iNFILTRATION. I 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIRF.UEN.TS WHEN .9 QUIRRD. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DINWE &Y 2 . FCSR. . P-A.OS Td SE M'TALLED. . . . . . . . . l- o ncYnAl" AI -rV0CC CUAI I nr- I ICr-rl r nP.TAMi.P -� cFP: QWFT=TCn9 R•» POP PART r)IMFNRIONS ANn RHFF_TS 18 Interlock P-hook Lockstile @ lamb Straight Astragal Asser9h.ly . Lockstile @ . Sera gljWt;agal . 90° Astragal Assembly Lockstile @ 90' Astragal 1; Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty:SdI4 :H:wr -d;ty Stile • Heavy-duty Stile Heavy-duty Stile Heal Heavy-duty ;%trit"j, I • • • .;. :' •: Outside Corner }� Outside Corner "I- L NO FRAME "9+1 0"P-HCOK ANCHORAGE CONSISTS OF: SE - JAME (9) P-HOOK ANCHORS, SPLICE f REQUIRED @ (PERPENDICULAR 10 GLASS NOTE, { '' EXTERIGR PLANE) SEE TABLE 2, SHEET 7 THIS t POCKETS AND SHEET SEE POCKET (10) P-HOOK- ' ( JAMB MOUNTING 4.051" 24' MAX. O.C. 24" MAX. O.C. INSTALLATION, ADAPTER 6 MAx' HIS SHEET ANCHORS MIDWAY A SEE "C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10 FOR REQUIRES INTERLOCK 48" CLUSTER, PANEL WIDTH DETAILS, SHI xx xx xx p X X X x x x ' O' I-- 3" MAX. . .. — Is ANCHORS & AT 3" I °' FROM TOP & i w 14" MAX. O.C. j I o BOTTOM o .., MAX. TO OPENING 'EDGE OF POCKET END PANEL ANCHORAGE (2 ANCHORS) "+2" ANCHORAGE CENTERLINE OF PANEL 1 lei I 1;-147mjm- SFF. I a I (NATION I x 0. I w I ®I O.C. DETAIL S'Jc' 'Kc', SHEET 14 & PA o I >- ¢ i I ®I ' 0' DETAILS 'J' & 'K', I U ® j j ! a 3" MAX. OR SHEET 19 F I --�J P-HOOK _ _ _ —6" MAX. ANCHORS END PANE ANGHORAGE — (SEE SKETCH BELOW) 8" MAX., TYP. X x X x� x x F ANCHORAGE x = FRAME �p ANCHORS O Oo= P-HOOK 0 ANCHORS Z m 0 = P-HOOK MOUNTING ADAPTER ANCHORS X X X� x x xx x A ORAGE A EXAMPLE: 5-PANEL, 2 TRACK, 90' OUTSIDE CORN - XX/XXO - EXT. MOUDIT POCKET ANCHORAGI 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCR E SUBSTRATE E TABLE 3, SHEET 8) 48" LCENTERLINE OF NOM. s , INTERLOCK PANEL SEE "C5" CLUSTER WIDTH DETAILS, SHEET 10 FOR INTERLOCK /""+2" ANCHORAGE 3.5" CENTERLINE OF PANEL 2 ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: HEAD & SILL: 8" MAX. FROM FRAME CORNER USE SPECIFIED CLUSTER F-RGM-APPROP 4T�-- TABLES, SHEETS 6-8 4 EACFFIRI-F; R Pingm- STRAIGHT AND CORNER AST * * . �gT�r:I,' PLUS SPECIFIED QUANTITY OF ITIONAL ANCHOR EXCEPTION. ("+1' ANCHORAGE I CLUSTER TO BE 24" O.C.OR LESS eeNreruiNe of Enro 1 ANCHORS AT THE MIDPOINT OF D PANELS ARE < REQUIRED IF THE O,C. DISTANCE T HE NEXT AN( INTERMEDIATE ANCHORS P ANEL. CLUSTER IS OVER 24", OTHERWISE AN ORS ARE ADDITIONAL ANCHOV- ZAP C. VI`AXIrvTI:M. •" a REQUIRED AT THE MIDSPAN AS PER THE URE A. JAMBS & P-HOOKS: ' II+AX�rR0 1 �GtiTT�OM,2,1� 41A.,, . ANCHOR PAIR O.C. (JAMBS), 14" MAX. O.C. (P-HOOK) U IZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. S P-HOOK ANCHOTR DETAILS ON SHEET 14. REQUIRES "06" CLUSTER, SEE DETAILS, SHEET 11 ANCH©;,'AIE $EFL G:- GEhfEfjLl1Vt; CliUSTER CENTERLINE END :' .. .. :)E1."gIL1! ET 10 ANCH( OF. •' `rbFZ ASI AGAL 2 ANC INTERLOCK n r I OF ASTRAGAL STAAOACOR SPLICE LO INTERLOCK-4—IF NEEDED CENTERLINE 3.5" -t 4"DIAG, a _ I EXTERIOR 3 5" 7" 2-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4' 2.04 ASTRAGAL OR SPLICE LOCATION INTERLOCK-] IF NEEDED CENTERLINE I EXTERIOR V 3-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C41 ASTRAGAL OR SPLICE LOCATION INTERLOCK-j�IF NEEDED CENTERLINE I ASTRAGAL OR I (FOR SPLICE INTERLOCK-1 CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 4" EXTERIOR 4"DIAG. 2-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR SPLICE LOCI INTERLOCK --I -'"IF NEEDED CENTERLINE I --►-I ! -•— 1.75" 3.5" 4" DIAG. I 7" 3.5" EXTERIOR 7 2-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK INTERLOCK_ (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6" ASTRAGAL OR (FOR SPLICE INTERLOCK—] CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) A EXTERIOR V 3-TRACK FRAME HEAD/SILL (cry ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS#2EEQLMRED,'�C �') ••• ASTRAGA�EQR••• (FOR SPL1C ••• INTERLOCK CONDITION, USE CENTEUL-IiyF• 1 I' C!C�ISTE,�tt)�i'lj1L) 4" flAG' -"-* • • • . • 2.04" 4" .:. 4"5.�7•D�;�.; •; -- , �4.08" ASTRAGAL OR SPLICE LOCI - INTERLOCKIF NEEDED CENTERLINE 3.5" EXTERIOR .15 3-TRACK FRAME HEAD/SILL n ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6' ASTRAGAL OR (FOR SPLICE INTERLOCK— CONDITION, CONDITION, Dt (FMTr-PI IMF USE THIS DETI 2,04" INTERIOR 6.12" INTERIOR ,/ 2.04" INTERIOR 4 DIAL. 6.12" 3. INTERIOR 90 -, EXTERIOR I I ---1 3.5" 4„ 2.04" J EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4,08" INTERIOR/ 4" INTERIOR 1 4" DIAL. 7" ,-A ----i 3.5" 4„ 7" 2.04' EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR 3.5" INTERIOR 7„ 1 INrERIOR 2.04" 8.94" ` 3.5" INTERK pINTERIOR 4" DIAG. 1 --may 3.5" 4" --� 2.04" EXTERIOR 2_04" EXTE 135° CORNER 13 2-TRACK FRAME HEAD/SILL 2-TRACK (USE WHERE 4 CLUSTER (USE WHEI ANCHORS ARE REQUIRED, "C4" ANCHORS / INTERIOR 4,08" 7.41 " 135° EXTERIOR 3.5" 4.08" — 4.08" 711 5.37" D AG. 5.37" 4„ I 3.5" — 3.5-101 ON EXTERIOR 7„ EXTERIOR '- 7" -+'_ 4 INTERIOR ALL 9d° CORNER 135° CORNER EXTERIOR VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED {"C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT•4LL.4rT9ACKJCORNER9j INTERIOR 6.12 ••• ••� •• T7� tOf; : ••• 2,04" —�- 2.04" 6.12" 4„ I EXTERIOR 5. 8 • INTERIOR • • n • • INTERIOR •{i� • ,. 7n 6.12" 6.12" ;.5�/\ a. 7" EXTERIOR "+l" ANCH( "+2" ANCH( "+3" ANCH( I NSTALL&T EDGE DISTANCE: ` SEE TABLE A, SHEET 1 2-1/16" * EXTERIOR ) 1/4" �] MAX. SHIM MBEDMENT: EE TABLE A, SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR OTE 5, SHEET 1 (1/4" MAX.) EXTERIOR —+-�-- EMBEDMENT. SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" 1/4" M SHIM EXTERIOR a 2X WOOD WOOD ANCHOR TYP., TYR, SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD Bw WOOD INSTALLATION 2X WOOD WOOD ANCHOR TYR, TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 ANCHOR NOTE 5 SHEET 1� (1/4" MAX.) EXTERIOR a 2-1 /16" EDGE DISTANCE:_� SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ow E 2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 --�1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 ANCHOR TYP., a -- EDGE DISTANC SEE TABLE A, SHEET 1 2-1 /16" t r nAr31-rIh AChl" METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 Cw 2X WOOD SI TYP., SEE ANCHOR SEE NOTE 3, SHEET 1 SEE & ANCHOR LSLA NOTE 5, 1 SHEET 1 S (1/4" MAX.) EXTERIOR 2-1/116 EDGE DISTANCE: �PI SEE. TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 3-TRACK FRAME SILL E Ew WOOD INSTALLATION Fw .. ... .. EMBEDMENT • • • ee • e • e • • TABLE A, SH • ee • • • • eee e e e e e e e e e EMBEDMENT:6eE •• • • • •• TABLE A, SHEET 1 �I ee eee ee + METAL TYI 0 0 :. •- . t�CK IiSTANCE: SEE ANCHC • SEE' TABLE A, OD SHEET 1 NOTE 4, SHEE" TYP., SEE AN H NOTE 3, SHEET 2 -' ;� SMS ANCHOR TYF ' 00 " '� " ' • � 12-1/16" SEE ANCHOR NOTE * & TABLE A, SHEET Wnnn Arnlr.HOP -GYP Illllf) I �. CONCRETE . . . EDGE DISTANCE. SE PER TABLE TABLE A, SHEET 1 NCRETE PER TABLE A, SHEET 1 � ""- 2-1/16" ' A., SHEET 1 EXTERIOR — MBEDMENT: 114" E EE TABLE A, MAX. SHEET 1 SHIM PROPERLY SECURED 1X CONCRETE ANCHOR T WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD Ac CONCRETE INSTALLATION EMBEDMENT: SEF TABLE A, SHEET 1 EDGE DISTANCE: �— SEF TABLE A, SHEET 1 CONCRETE 2-1116" PER TABLE _ A, SHEET 1 R t1/4" EXTERIOR MAX. SHIM EMBLDMEN E 'ROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SItia CONCRETE ANCHOR TYP., PROPERLY SECURED 1X ONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRE SEE ANCHORjN WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE i TABLE AANCHOR NOTE , S E T TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR HOR SEE ANCHOR OTE 5, SHEET NOTE 5, NOTE 5, 1 (1/4" MAX.) SHEET 1 - _ 14 M(1/4".....:.. .�.�:.,....; MAX.) EXTERIOR ` EXTERIOR EXTERIOR a a 2-1/16° * I 2-1116" - ( 2-1/16" WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK NCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTI 3-TRACK FRAME HEAD c CONCRETE INSTALLATION ecc EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE ;MBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 MBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 0E 2-TRACK FRAME SILL E 3-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION .. ... . . . . . .. . .. . . . . ... . EMBEDMENT: SEE �1 TABLE A, SHEET 1 - EDGE DISTANCE ROPERLY SECURED SEE TABLE A, X WOOD BUCK TYP., SHEET 1 EE ANCHOR NOTE 3, SHEET 1 ONC./CMU ANCHOR 2-1116" —1— -11 n n 1nun� EMBELOME"T:06EV • TABLE A, SHEET 1 �1 .. .•. i .ED-GE DISTANCE: CON C./CMyJ•ANCIHOR ;AiE TABLE A, • SHEET 1 TYP., SEA; tNG=-lOR � _ NOTES & TABLE A, SHEET 1 2-1/16" •. • . 1 . •• PROPERLY S£ti•UKED • " • 1X WOOD BUCK TYP., SE] EMBEI Fc EMBEDMENT: SE TABLE A, SHEET PROPERLY SECURI 1X WOOD BUCK TY SEE ANCHOR NOTE SHEE CONC./CMU ANCHC TYP., SEE ANCHC NOTES & TABLE SHEE STALLATION DETAILS FRAME JAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: �^ &TABLE A, SHEET 1 SEE TABLE A, - — (ALSO SEE TYP. SHEET 128 ILLUSTRATION, SHEET 9) EbGE DISTANCE: SEE -,` TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, 26 EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., SEE. ANCHOR NOTES IG P-HOOK & TABLE A, SHEET 1 CONCRETE OR (ALSO SEE TYP. 2.693" MI CMU PER TABLE ILLUSTRATION, SHEET 9) EDGE DISTA A, SHEET 1 SP-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, 422 OR #24, WOOD INSTALLATION EXTERIOR MOUN HOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTAL D IN FOR WATER RATINGS) INTERIOR CONDITIO METAL TYP., SEE ANCHOR EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE NOTE 4, SHEET 1; ADAPTER SMS CMU PER LE MIN, OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE BEYOND THE METAL ANCHOR NOTES A EET 1 SUBSTRATE & TABLE A SHEET 1 28 {ALSO •S�E�' [a. _ •' • : ENI f* r ENT- ILLU57-RAT4N:*. �� E•;ABLE A, EMBEDMENT: SHEE7.9) • • • • • .SHEET 1 SEE TABLE A, EDGE DISTAN : SEE SHEET 1 A TABLE A, �� •1 • • • • • . . . . . . . . . . . . P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 2.693" A EDGI DISTAN [L7.,t.11 EMBEDMENT: SEE TABLE A, SHEET 1 E P-HOOK FO SE WITH j Jc PARTS #1 #20. #22 OR I CONC 7E/CMU INSTALI (S TABLES 1A, 2A & 3A R WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 EXTERIOR P-HOOK CONC./CMU �[ ... ANCHOR TYP., SEE :.: ANCHOR NOTES & TABLE 2.693" MIN. .... . . :.�.: A, SHEET 1 EDGE DISTAMGI' * • " oo*0 0 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) ONFIG. EXAMPLES MAX. UNIT WIDTH HEADER DETAIL'A', MAX. SHEE 8; INSTALLATION DI-0 DE ILS'Aw' &'Ac', WIDTH SH TS12_&13 NOTES: 1) SEE SHEET 17 FOR INDIV ALPANEL_ CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR PANEL PANEL PANELTABLES, rANE SHEETS 6-8 FOR MAX. TYPE TYPE TYPEPANEL HEIGHT AND WIDTH. SEE ,A,'QS' AS' SHEETS 18 & 19 FOR SECTION NOM. DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. PAt PANEL / /�� WIDTH TYP. 2) (1) LOCK (ITEMS 75 & 107-110) AT HEIG SEE PER EACH LOCKSTILE, LOCKING INTO NOTE 2 TABLES 1-3 KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE x X ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR _---- TABLES. y -' 90° SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dw' & 'Dc', SHEETS 12 & 13 PANEL CORNER DETAIL EXAMPLE: 90' INSIDE CANER, 4 PANELS - NOM. PANEL TYP. PER TABI ' MAX. UNIT MAX. HEIGHT DLO PER HEIGHT TABLES 1 1-3 4-A CONE STRUC SILICONE TRUCsit 13Y OTHERS POLYIS T1/4" NOM. WITH DE DESI T. GLAEXT. GL/ #8 X 410 X 1-1/2" •• ••• •' •• •. PH SMS:.: • .�: •'. •.• : : ..• GLASS • • • ••• •• ,2; KODISPACE 4SG TP 12! I .•. .•. .•. .•. ALUMINUM ' POLYI BUTYLI F ME COR" RR ::: ':• DETAIL +3UTYL& 0 q •ROLL-FORMI • ••DrwICCANTFOAMAINLESS VREEMENT STET —� EXT. GLASS ONFIG. EXAMPLES IXED JAPr DE SHEET 18; !N DETAILS 'Gw' & S &1 AIL'G2', ELATION ASTRAGAL DETAILS 'L1' & L2, SHEET 19 INTERLOCK DETAIL LF01; AL!_ DETAILS ON THIS SHEET, SEE NOTES ON SHEET i ' M, SHEET 19 OPERABLE JAMS DETAIL'G3% SHEET 18; INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw' &'Ac% 'Aw' &'Ac% SHEETS 12 & 13 SHEETS 12 & 13 SHEETS 12 _ 3 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' MA UN NOM. E f PANEL I HIPE WIDTH TYP. MAX. PER NSHEETI TABi DLO TABLES 1-3 1- HEIGHT O X X X nnax I1NIT wlnTH ----� I r.sREEAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX 2-TRACK K. T HT Z ES i SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' & 'Dc', SHEETS 12 &13 SILL DETAIL'D', SHEET' 18; INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 90° MPANrLPANEL PANEL TYPE TYPE 'QS' r.sREEAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX 2-TRACK K. T HT Z ES i SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' & 'Dc', SHEETS 12 &13 SILL DETAIL'D', SHEET' 18; INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 90° MPANrLPANEL PANEL TYPE TYPE 'QS' J NOM. PANEL / MAX. WIDTH TYP. DLO PER HEIGHT TABLES 1-3 X a a X M . UNIT WIDTH — EXAMPLE: 90' O SIDE CORNER ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 \ L2, SHEET 19� , 1 INTERLOC HEADER DETAIL /- -JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' & W, SHEET_JTB', SHEET 18; i 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION 'Hw' &'Hc', SHEETS 12 & 13 'Jc%'Kw' &'Kc% SHEET 14 DET91��' w'�&;8c'� ZHEET�1%4 �-- MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' L' 'M' 'F' MAX. UNIT NOM. HEIGHT PANEL PER WIDTH TY TABLES MAX. SEE PE 1-3 DLO NOTE: 2 TA S 1-3 i HEIGHT C 1PPPT 1 / JAMB DETAIL'! INSTALLATION E 'M', SHEET 19 —\ 'Ic', SH JAMB DE IL'12', SHEET 8. INSTALL DETAILS 'IW c', SHEETS 12 & 13 PANEL PANEL' TYPE TYPE i 1 to a I .ate. 010 . r .� u. .�. .. .' •' p SEE MAX. Q. Q—NOTE 2,15 HEIGHT SHEET IT WIDTH — EL .F, NOM. PANEL WIDTH TYF PER TABLES 1-: IT WIDTH — EL .F, NOM. PANEL WIDTH TYF PER TABLES 1-: PANEL'S RIGHT STILE-T` AA, PANEL EL SINGLE SINGLE ASTRAGAL ASTRAGAL INT CORNER EXT FIXED LOCKSTILE ASTRAGAL ASTRAGAL 90 90 L( OUT 80X INTERLOCK INTERLOCK STILE W/ HANDLE BOX OUT BOXIN TYPES l H D / HANDLE OUT IN W/ HANDLE W! HANDLE WI HANDLE W/ t #120 #11 SINGLE INTERLOCK / OUT (soxour) SINGLE INTERLOCK E P A / I IN (soxour (BOXINJ FIXED STILE RR ® j ®, / (sox aUT) (box iN) / LOCKSTILE W/ HANDLE � � /y' ( �/( ��✓✓ i� (Box oun (sox IN) ASTRAGAL BOX OUT LR W/ HANDLE (soxour) INTERIOR F ASTRAGAL �t I Y BOX IN LEFT Wl HANDLE maxtN! PANEL RExTERICR P STILE V ASTRAGAL � T U BOX OUT {sOXO[1T) (soxOilT) PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL T STILE/ASTRAGAL REQUIREMENTS. ASTRAGAL �j "� / B BOX / (� APPLICABLE (BOX IN) (BOX INJ INT CORNE 90 LOGKSTRfLE R T r Cl W/ HANDLE #120 SILL RISERS OPTIONS EXT CORNER LOCKSTILE QT. �� / 90 W/ HANDLE #119 • • •. • • • • • s • 232" • • • • •_• 232�� EXTERIOR • • • ••• ' EXTERIOR • • E}(7E3R• s • • EXT CORNER #61^ • 90 RECEIVER W/HANDLE �l C i CS •• •-�- —r—• • s ••• • • •• 062" 2.555" 1e.567 r• .06Q INT CORNER #61 90 RECEIVER AT AS DF i WlHANDLE • • • s • • • • • • • • • S'I�L E�l6�R, !4 %\T•*• • SILL RISER, FLAT SILL Ri • 1 A; 20 22 GLOW, #11t3 EXT CORNER • • 90RECEIVER�� FLUSH, 1-1/2" 2-1/2" MEDIU #61 • • • • • s • • • • • • • • • • ^� • . • • • . • • • EXT CORNER #31 135 RECEIVER VT VS VF • • W/HANDLE #81 • .750" •• •• • • • •• •• EXTERIOR • E^TEE!IO�R°•`•j• • • EXTERIOR I r"` .906" 062" INT CORNER #31 RSRFCFIVER �4�1 !T 1/!'T/f�q / 1!f!P / ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) FULL LENGTH 106 14 __ OF JAMB 60 OR 61 E G1 2-TRACK JAMB 105 6" LONG CLIP #105 W/ RETAINER #106 113 @ MIDSPAN (SHOWN WITH FIXED PANEL TO 5 THE INTERIOR) EXTERIOR #10 X 314". SMS, X 3 6" LONG MIDSPAN t E 123 FULL LENGTH G2 OF JAMB 2-TRACK JAMB CLIP #80 OR #105 W/ RFTAINER #123 L� (SHOWN WITH FIXED PANEL TO 60 OR 6i THE EXTERIOR) EXTERIOR �1 .EXTERIOR 121 SEE DETAIL ON SHEET 15 �/ 60 OR 6 ID EXTERIOR Q93 �-��j EXTERIOR Jd a SHOWN WITH E 2-TRACK W/SCREEN OPT. SCREEN ",)FRAME HEAD TRACK EXTERIOR (i 491 EXTERIOR a E 4-TRACT G FRAME LOCK PART 14 _ E 60OR61 G3 75 8, 107-11 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) C4 16 2-TRACK JAMB 5EXTERIOR W/SCREEN v 3-TRACK JAMB "(SHOWN WITH OPERABLE PANEL) SEE DETAIL ON SHEET 15 1121 I SEE DE EXTERIOR I if a , . .. . . . , ,,, , .. 3'T;A�Ii $ FRAME HEAD _ , , „ . , SEMBLY DETAILS (SEE EETS 12-14 FOR FOR INSTALLATION DETAILS) OR 61 EXTERIOR 111 62 P-HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) 60 OR EXTERIOR P-HOOK FOR BOX SILLS EXT. MOUNT ONLY 5 7 QLEILl 11 EXTERIOR a 4 INM INTERIOR EXTEE 90° 5 VSTANDARD ASTRAGAL #67 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) 4 INTERIOR 135° EXTERIOR @HEAVY-DUTY ASTRAGAL #68 E 90° OUTSI WITH HEAVY-DUTY STILES 461 2-TR_AC K,_ EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) .. ... . . . . . .. .. Goo . • . .. .. . • . .. .. m INTERIOR 135` 61) I I "� �WN Fl FYTF7Plr)R j Miami Shores Village .� Building Department 10050 ME a Ave. Miami Shores, FL 33138 305-795.22041 Fax 305 7564972 NOTICE TO MIANII SIiORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIYA BUILDING CODE. I (we) have been retained by to perform special inspector services undeLthe Florida Butldinla Cade Sa' Edition (2014) and Miami D Co my Adminittt Wve Code at the Z N� /UUUs; HAW. im)W on the below IWO structure as of B z 7 z c/ t (date). I am a registered ardtI"Professional engineer ransed In the State o Florida. process Number ✓_ Special Inspector for Reinforced Masonry, Section 2122.4 of the F8C St^ Edition (2014) _Miami Dade County AdministretW Code, Article 0 Section 8.22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing end Connections welded or bolted sa Compaction _ precast Attachments Roofmg Applications. LL Weight. Insul. Cone. Other Note:.Only the marked boxes apply. �....' The following individual(s) employed by this firm or me is authorized representative to i0 0 * • . . ..... .... ins on' . _ _ • Zo 1. 3. -- *Special inspectors utitizing authorized representatives shnil insure the nuthorized representative iit aJ;ttified b) : • • •' alueation or liccnsum to perform the duties assign by Special Inspector. The qualifications shalrfi;tbdoliccnsuroa5.q. professional engineer or architect: graduation rrom an engineering education program in civil o anent iral xuntiw►iOen- graduation from an architectural education program; successful completion of the NCL• CS Con :urea Baal, g muusu or registration as building inspector or general contractor. ...... 1(we) will notify the Miat»i Shores Building Dcparlmcnt of any changes regarding au4hprize�l pars �nn. 0 0 • performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a or A convenient location on the site for reference by the Miami Shores Building DeQrtmbyent lihPeet Miami Shores mandatory inspections, as requited by the Florida Building Code, must be performed ent .Inspections per Building Departmformed by the Special inspector hired by the owner am in addition to the mandatory inspections performed by the department. Prather, upon completion of work under lath Building Permit, I will submit to the Auilding Inspector at the time of the final inspection the completed inspection _ -m and a scaled statement indicating that. to Ile bwt of illy knowledge, belief and ptofeasional" tcalthosc portions of the project outlined above mcd the intent of the Florida Building Code,atid are In ^"tial accordance with the approval plans. Engineer/Architect Signed d Date: i = A�� J?E,s6Z� z Name ,��//Ia 0 — Print �n Ui3 Address W o W Cqe i4 C 7 - 319 0A'!5�5 .i 11 Lopez Professional Engineering LLC. Maria E. Lopez P.E # 60157 8605 SW 2 ST Miami, F133144 Ph-786-380-0734 PROJECT: SCREEN ENCLOSED FOR: 258 NE 100 ST MUMI SHORES, FL STRUCTURAL CALCULATIONS ••.. INDEX: PAGE:... • • ... • ....:. ...... •..• .•.•.. 1- Wind Load Analysis ....................................... 01-02•.... • 2- Steel Beam Design ........................................... 03 .... .. .... . .. ..... 3- Checking Footing For Up Lift ............................ 04' .... .... ...... lift" . . . . ...... \`�Lpp- •.•••• � .G�NSF° * � .... . 1 •.. _ 5 ' Maria E. Lop _ — Lic.#60157 1hIf fill I ill C � S P Page 1 of 2 co MscsWind v2297 SOftwaLC Ucveloper: Moca Enterpriscs Inc., +ww.meca.bi.z, copyLight 1, 2018 Calculations Prepared by: LOPEZ PROFESSIONAL ENG. LLC 8605 SW 2 ST Project 4: 258 NE 100 ST MIAMI, FL, 33144 Date: Aug 27, 2019 Designer: RG FileLocation : C:\Users\user\Documents\Meca"ind\258 NE 100 ST-AMILCAR.wnd Basic Wind Parameters Wind Load Standard - ASCE 7-10 Exposure Category - C Wind Design Speed - 175.0 mph Risk Category - II Structure Type = Building Building Type - Enclosed Building Inputs Roof : Building Roof Type - MonoSlope W : Width Perp to Ridge - 50.000 ft L : Length Along Ridge - 45.000 ft EHt : Eave Height - 8.000 ft RE : Roof Entry Method - Slope Slope: Slope of Roof - 0.25 :12 Theta: Roof Slope - 1.19 Deg Par : Is there a Parapet = False Components and Cladding (CiC) Calculations per Ch 30 Part 1: f ram' �t i r Roof m c `., shoun � f .�4 naffs im �, 3 (i1Wl► !tsar a <_ ; Theta - Roof Slope in Degrees h - Zh Mean Roof Height: Theta <- 10 Deg use Eave Height - Deg - Kh Mean Roof lleight for Kh: h + Base DisL 8.19 - 8.000 ft - KZt - Since Zh<15 ft (4.572 m) --> 2.01 + ( (15 ft or 4.572 Topographic Factor is 1 since notopographic m / z ] - 8.000 ft Alpha)- 0.899 Kd - feat Wind DirecLionaliLy Factor per Table26.6-1 ure specified ed - ]..000 GCPi - Ref Table 26.11-1 for Enclosed Building - 0.85 LF - Load Factor based upon ASD Design - +/-0.18 qh - (0.00256 * Kh * Kzt * Kd * VA 2) * LF - 0.60 LHD - Least Horizontal Dimension: Min(B, L) - 33.94 psf al - Min(0.1 * LHD, 0.4 * h - 45.000 ft a - Max(al, 0.04 * LHD, 3 ft (0.9 m]) - 3.200 ft - 3.200 ft Wind Pressures for CiC Ch 30 pt 1 All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCp GCp ft Rule Fig Max Min ft ft sq ft p Max p Min -------------- ---- ----- -- _ psf psf JOIST JOIST _ 1 1.330 22.000 48.00 Yes 301 4-2A 0.232 -0 932 2 1.330 12.000 40.00 13.98 -37 74 JOIST Yes 301.4-2A 0.232 -1.323 3 1.330 12.000 48.00 Yes 30.4-2A 0.232 13.98 -51.02 -1.323 13.98 -51.02 file✓//C:/Users/user/AppDaU /Roaming/MecaWind/SelectedA,nalysis.ht nl — — 8/27/2019 Page 2 of 2 DOOR 1 5 6.000 8.000 48.00 No 30.4-1 0.792 -1.043 32.98 -41.53 WINDOW 1 5 4.000 4.000 16.00 No 30.4-1 0.868 -1.195 35.56 -46.67 WINDOW 2-3-4-5 5 5.300 3.600 19.08 No 30.4-1 0.855 -1.171 35.14 -45.85 Area - Span Length x Effective Width 1/3 Rule s Effective width need not be less than 1/3 of the span length GCp - External Pressure Coefficients taken from Figures 30.4-1 through 30.4-7 p - Wind Pressure: qh*(GCp - GCpi) (Eqn 30.4-1)* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf 10.460 kPal (Includes LF) Since Roof Slope <- 10 Deg, the wall pressures are reduced by 10% Fig 30.4-5 Note 5: For Theta <- 3 Deg use Fig 30.4-2A .••• •••••• • • • •••• •••••• • file:///C:/Users/user/APPData/Roaming/Meca % ind/SolectedA nalysis.htinl 8/27/2019 . Title: Job 0 Dagnr: Deb: 12:19PM, 21 AUG 19 Desufpilon : Scope: Uwr KWO905W. Vw 5 8 0. 1 -DOCQM - Steel Beam Design (c)1953- 4 W EWRMC EfVkwwft Shc.an Description SBA I General Information - Steel Section: TSSX4X3116 Center Span 17.00 It Left Cant. 0.00 ft Right Cant 0.00 it Lu : Unbraced Length 0.00 ft - - Code Ref. AISC 9th ASD,1997 UBC, 2003113C, 2003 NFPA 5000 Fy 38.00ks1 Fixed -Fixed Load Duration Factor 1.00 Sm WL Added to Loads Elastic Modulus 29,000.0ksi LL 3 ST Act Together Minor Ads Bending I Note! Short Tenn Loads Are WIND Loads. $1 *2 E3 DL 0.163 LL 0.195 ST Start Location End Location Using TS6X4X3/16 section, Span - 17.00ft, Fy = 36.Oksi End Fixity = Fixed -Fixed, Lu = O.00ft, LDF - 1.000 Actual Moment 8.910 k-ft fb : Bending Stress 22.944 ksi fb I Fb 0.966 : 1 Shear 3.145 k fv : Shear Stress 2.096 kal fv / Fv 0.146 : 1 Force & Stress Summary DL Mliximurn Only 04 05 f6 f17 k/ft k1ft ( kIft it ft Beam OK Static Load Case Govems Stress Allow" 9.227 k-ft Max. Deflection • � � 1614 In 23.760 kst 10.800k 14.400 kei Lengt A DeA. Leth/(W+LL befl) •••'•• 040000 '''ft5 : 1 also :::S A.5 :1 •• •••••• • • • : • ' • • "- Thes LL Center .••••• • a . • 00*0 • _ columns are Dead + Live Load plaoW as noted -» • /� center LL }�;' •; •;/ALL+ST • • • .>o]eSteL 90 Cants • • • • • • • • Max. M + 8.91 k-ft 2.11 4.45 • • • it . • Mex.M- -4.21 -8.91 •.•• : • kjt• :••••� Max. M Left -4.21 -8.91 • k-ft • Max. M Right -4.21 -8.91 ' I.Y Shear Q Left 3.14 k 1.49 3.14 k Shear Q Right 3.14 k 1.49 3.14 k CerMsr Deft. -0.5141n -0.243 -0.514 -0.514 0.000 0.000 In Left Cant Deft 0.000in 0.000 0.000 0.000 0.000 0.000 In Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 In ...Query Deft O 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction Q Left 3.14 1.49 3.14 3.14 k Reaction @ Rt 3.14 1.49 3.14 3.14 k Fa calc'd par Eq. E2-1, K*u < Cc T Section Properties TSSX4X3h6 Depth 6.000In Weight 11.90 il/Pt �_(!!�� Thidcneaa 0.188In boc 17.4001n4 Width 4.000 in lyy SxX 9.320 in4 5.810 in3 Area 3.52 in2 Syy 4.660 in3 Rt 2.000 In R-xx 7.060 In Values for LRFD Design.... R-yy 1.630 In Z J 19.500 in4 Zx Zy 2.230 in3 5.3401n3 � 17' 0 I' ( 1) 'q t o(7.S- + 10,09F A(75 ` �O+ . . .... ...... ...... .... ...... .... .. • .... ... ..... ...... ..:. ..... .... .... ...... . . . . • •••••• ujr L4t)/ 5� Era �p—fa�y