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WS-19-820
i Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-04-19-820 Perm p T[?I-jn� kWaassification.- it Type: Windows/Shutters Window/Door Replacement Permit Status: Approved Issue Date: 04/17/2019 I Expiration: 10/14/2019 Location Address Parcel Number 940 NE 99 ST, Miami Shores, FL 33138 1132060143380 Contacts VICTOR MAYORGA Owner VICTOR MAYORGA Applicant 940 NE 99 ST, MIAMI SHORES, FL 33138 940 NE 99 ST, MIAMI SHORES, FL 33138 ON CALL GPR LLC Contractor PEDRO AMOR 18721 SW 350 ST, HOMESTEAD, FL 33034 Home: 3058776237 INFO@ONCALLGPR.COM Inspection Requests: Description: REPLACEMENT WINDOWS 15 AND DOORS 1 Valuation: $ 1,500.00 Inspe ti 4949 TotalSq Feet: 240.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $0.40 Notary Fee $5.00 Scanning Fee $9.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $288.60 Payments Date Paid Amt Paid Total Fees $288.60 Credit Card 04/17/2019 $288.60 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 ELECTRICAY,)P4-UMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNER AFFIDAV • erti that all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regula g co c ion and zoning. F rmore, I authorize the above named contractor to do the work stated. UlUjo)Z, PA-IX64 / � Signature: Owner / Applicant / Contractor / Agent Date April 17, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION BUILDING ELECTRIC Miami Shores Village RECEIVED APR 16 2019 Building Department 10050 N.E,2nd Avenue, Miami Shores, Florida 33138 C�/ 41 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20k 4 Master Permit No.C� Sub Permit No. W S (M - I q^ b zo ROOFING REVISION EXTENSION RENEWAL (PLUMBING [� MECHANICAL 0 PUBLIC WORKS f--] CHANGE OF CANCELLATION r-� SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City, Miami Shores County; Miami Dade zip° 337.3k Folio/Parcel#: Is fie Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:- OWNER: Name (Fee SimpleTitleholder): tfleholder): ��;-7 � -- LSO Phone#: A city Nli`VW-f I .SWAAU55 State: F/I -ZIP- Tenant/Let.-Le Name: Phone#: Email: �''` CONTRACTOR: Company Name: !`�fv C `.� :_ Ahtsne#: S Z Address: D -, `�7 City: f eY ? _______ State: t� zip: u3 7 r Qualifier fiver:; a ___ .�_...,.. __ Phone#: State Certification or Registration #: „ _ _ _ -�_ _..._._Certificate of Competency M DESIGNER: Architect/Engineer: Address: __ _ _City; State: Zip: Value of V4ork for this Permit: $� i Su;rre[�Ldttesr Footag ofr Ir. Type of Work: 0 Ad n Alteration ( New Li Rep(�J1rJRaplace Demolition Description of Work: l i' _ R , r Nti; :I Specify color of color thru file. _. .',� r .,_ ..,Lraws Submittal Fnn $ Permit Fee $ Scanning Fee $ Technology Fee $ Radon Fee $ Training/Education Fee $ Structural Reviews $ __ _.. CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ ---- TOTAL FEE NOW DUE $ z ._... (Revised02,'�'4, 01<) Bonding Company's Dame (if applicable) Bonding Company's Address, .—' ZIP city _.._ Stater ------ Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State lation has App{(cation is hereby made to obtain a permit to do ;kand kw II beperformedto installations indicated, m eet the standards ofkall laws {regulat g commenced prior to the issuance of a permit and hat all wor Construction III this jurisdiction. I understand that a separate per 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 wit! be done in compliance with all applicable laws regulating Construction and zoning. MAY "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COIWMENCEMUNN END RESULT IN YOUR PAYING TWICE. FOR IMPROVEMENTS TO YOUR PROPERTY. IF YO TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition ro the issuance of a building permit with on estimated value exceeding $2500, the applicant must promise in rand with ttrat o copy of the notice of commencement and construction lien low brochure will be delivered to the person whose properly is subject to attachment. Also, a certified, erti iied'copy f the re corded permit is issued. notice of rrnnen tF�e absence of sucement must be ch at-thested u hp d riot �� the for the firsi i,1sPcctrcn which ocr u s�cver 7j coy= f inspection wiii not be approved and in rein Pctt6n. fee will be chmrged. Signat Signature �` r'nNTR CTOR OWNER or AGENT The foregoing instrument was a&nowledged before me this 10 by dayof who is personally known to me or whC has produced t�f Y t t' 11 `" as Print: Seal: take an aa� !!!! y Y �r1+0 L__ The foregoing instrument was acknowledged before me this day of A?A�`4- e2— who is personally known to _W7- ---- me or who has produced identification and who did take an oath. NOTARY PUBLIC' Print: 41C 3L .,*V-0, Seal: ♦#*i4kgsx.,+,#t,.ixa#xe.#S�iil�i"t##*'CWk#r>,+,sa. rY:. 8:+,<:%'e`}fi�Yti+s#ex� rv##+Mp,P.xk.Y.+t4##iM�#�ket#+Y•h+k#y�yyiYkll[1fix1 APPRC.,'Er, SY Ple!is Examiner Structural Review as Iuait A4y Co 1'r,rssiort G `u Of Florida Boodedthrfi Expires A0r057690 ough National u 2p' �021, Zoning Clerk {Retiseriurf �x•r° C;i�� Date: State of '1�t r County of Before me this day personally appeared �� 6 i qQ 2 who, being duly sworn, �'epuses and says T ;at he or she will be the only person working on the project located at: Contractor ignature Sworn to (or affirmed) and subscribed before- mp this # day of r±r '9� .20 1 by Personally know OR Produced Identification Type o9 Identification P zcyj:r" Print, Type or Stain Na; r� tYfi?r�ro �mm F � sC o FJonda �tletlihrpu�h ha rOrw�pr ��s9p Notice to Owner— Workers' Corn Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation 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: 1. 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; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. 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: - /",� Owner State of Florida County of Miami -Dade e� The foregoing was acknowledge before me this I day of y(c7of2 / n,&YOYLCA- who is as Notary: SEAL: perso Ag me or has produced t Y P.r.76 "I", • • r • � Sr • 257P6i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: : �Z/ (// V �� 42 11q Qualifier/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to b'e"replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) L Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. I Require inspections: Buck (if greater than I x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 MIAMP OFFICE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMI 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7.8k1 � 15-2599 NOTICE OF ACCEPTANCE NOAM ,�,v,v.miamiaaae oW conom P1 PGT Industries, Inc. : • • • • R E C E I V E -070 Technology Drive North Venice, FL 34275 • • • • APR 16 201NCOPE: .... . ..... This NOA is being issued under the applicable rules and regulations governing t%e Ve of •oarnt ruction .... Q,pmaterials. The documentation submitted has been reviewed and accepted by Miathi-'Dade Comity RER -P • • • : • Product Control Section to be used in Miami Dade County and other areas where WroOdd by the Authority • • Having Jurisdiction (A -U). " This NOA shall not be valid after the expiration date stated below. The Miami -Dade J(;ourjty Produce Contro; • • • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) res0q:�.J* right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "BR7710A" Aluminum Horizontal Roller Window —L.M.I. APPROVAL DOCUMENT: 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., 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 V41 unit shall bear a permanent label with the manufacturer's name or logo, city, state, mod I/ser es, and f llowing statement: "Miami -Dade County Product Control Approved", unless otherwise no in_, z I of j% is NOA shall be considered after a renewal application has been filed and there has been no c iiahe - licable building code negatively affecting the performance of this product. c- Icf,]� of this NOA will occur after the expiration date or if there has been a revision or change in er Is, �s , dnd/or manufacture of the product or process. Misuse of this NOA as an endorsement of ai y pr d t, f6r sates, advertising or any other purposes shall automatically terminate this NOA. Failure Gm to cc mply w i any, section of this NOA shall be cause for termination and removal of NOA. ADVER ISIV ENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed y�he� piration date may be displayed in advertising literature. If any portion of the NOA is displ+ dtn if --shall be done in its entirety. o I1] EE.�''I§N:°A copy of this entire NOA shall be provided to the user by the manufacturer or its .UJdia bait-o's Dd Mall be available for inspection at the job site at the request of the Building Official. U Ttiibovs�NbA c(�sis�"tsof this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned n ae. c m a a Tl ee subfhitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0627.01 MIAMFDADE COUNTY Expiration Date: August 23, 2023 y8/1 Approval Date: August 23,2018 / Page 1 PGT Industries, Inc. 4 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •••••• A""�DRAWIN S • • • , ; • 1. , • JAWufacturer's die drawings and sections. 2. .. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 • • •: • khr u h 19 of 19, dated 06/30/18, prepared b manufacturer, signed and sealed b ...... 4 g p Y g Y • • •: • • *Afithony Lynn Miller, P.E. ..... .... ...... ...... . .. .. .. •. B. TESTS... .:.... 1. : 'Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • ; . • . 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-94 • 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., 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 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum 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 (2017), 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). Manuel er z, P.E. Product Contr 1 E liner NOA N-0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E - 1 • 1' PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS •' • �" "":' 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray AMVifa, IIN ror their • "Trosifol® Ultraclear, Clear and Color PVB Glass Interhw&s" dated 41/18/18, expiring on 07/08/19. 6066 • • •.•.•• 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray AWefica, Ii1c. for theif •: • •, "SentryGlas® (Clear and White) Glass Interlayers" date4.*;j�;/l 7, -(j*x6 *- ono * 0 .pi07/04/23. • . . . . ...... F. STATEMENTS 0 000• 1. Statement letter of conformance to FBC 611 Edition (2017); dated JuOy J.2018' issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE G. OTHERS 1. None. E-2 Manuel Pe ez P.E. Product Control xa iner NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW FOR ANCHOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE QUANTITIES FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). SEE TABLES 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 BE 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. 12-14 O.C. qj O.C. g" O.C. i A 76" 6S 69. /. SASH FULED 75" VISIBLE VISIBLE BUCK LIGHT LIGHT HEIGHT 34-38" SASH 34-3/8' FIXED VISIBLE VISIBLE LIGHT LIGHT 1HOLE B 75" BUCK WIDTH iHEET 76" OVERALL WIDTH 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS OVERALL ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" HEIGHT THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE 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) 114- 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 E73D0. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. SEE WEE NOTES THIS 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-18% 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 WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 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 CRETEFLEX NOA NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Glace Type Description (Listed from Esterlor to Interior) DP Table X Anchor Table a XO 1 OX XOX X01 OX XOX STD HD STD STD HD STD 1 WrAN, 090" VB. 1/8' AN 2 7 12 - 15 2 1/8' HS, .080" PVB, 1/8" HS 3 - 8 12 - 16 3 3116" AN, .M PVB, 3116• AN 3 B 12 i6 4 13116' LIG: 1/8" AN CAP, AIRSPACE, 1/8' AN, .090" PVB, 1/S" AN 4 7 12 - 15 5 13116' LIG: 11W TP CAP, AIRSPACE, 1/8' AN, .090' PVB, 1/8" AN 3 7 12 - 15 6 13/18• LIG: 3116" AN CAP, AIRSPACE, 1/6" AN, .090" PVB, 1/8" AN 3 9 12 - 16 7 13116• LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .090' PVB, 18" AN 3 9 12 - 16 8 3/16" AN, .090" SG, 3/16" AN 5 6 10 13 14 17 9 3116" HS, 090" SG. 3/15" HS 5 6 11 13 14 18 10 13116" LIG: W AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16' AN 5 6 10 13 14 17 11 13/16' LIG. 118" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3116' AN 5 6 10 13 14 17 12 13/16' LIG: 1/8" AN CAP, AIRSPACE, 118' HS..090" SG, 1/8• HS 5 6 11 13 14 18 13 13/76" LIG. 1/8' TP CAP. AIRSPACE, 1!8" HS, .090' SG, 1/8' HS 5 8 11 13 14 18 14 13116" LIG: 3(16" AN CAP , AIRSPACE. 1/8" HS, .090" SG, 1/8" HS 5 6 11 13 14 18 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8' HS, .090' SG, 118' HS 5 6 11 13 14 18 SG= KURARAY SENTRYGLAS-INTEKLAYtK 6Y KUKAKAI AmcN . INU. PVB = KURARAY TROSIFOL• PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED ... . . . ... . . . % .. . . . .. . . . . . . . . . . . . • % ... . DESIGN PRESSURE RATING J IM ACT RATING t VARIIjS PiR GL4% TYPE, U1RG��SMALL MISSILE 2EE 11ABLEi2-11 • • IMPACT RL•SISIPAN1 • • • USER INSTRUCTIONS: 2l2" IO.C. L 9" MAX. (8-12" MAX. BUCK) TYP. FLANGE XO ELEVATION (OX SIM.) MAX. DIMENSIONS ALLOWED SHOWN FORANCHOR QUANTITIES, 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. • • • • • • • • • • 2) KNWG Yo JPV JAE•1i EWIN WIND ,a,,DEPJ* YOUR PSSUP.E • FRQyi TABLES • 2-11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12-18. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. NOTE. DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGIBOX). WEEPHOLE NOTES: 1) 1-5l8" X .300" WITH PLASTIC BAFFLE. 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. SEE TABLES 15-18 12" 22 B CrSH 56" FSIBL63" VISIBLE OVERALL LIGHT HEIGHT 22 1/2 62' O.C. BUCK HEIGHT �" SASH VISIBLE 55-38" FIXED VISIBLE LIGHT LIGHT B SEE WEEPHOLE OTES, 119" BUCK WIDTH THIS SHEET SEE SHEET 17 FOR 120. OVERALL WIDTH INTEGRAL FIN ANCHORAGE TYPE TYP. FLANGE XOX ELEVATION 8 SPACING MAX. DIMENSIONS ALLOWED SHOWN GENERAL NOTES.. .......... ..................... 1 ELEVATIONS ............ .............................. I CODES / STANDARDS USED: GLASS TYPES TABLE ...........................1 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION DESIGN PRESSURES... ............... 2-9 eASTM E1300-09 ANCHOR QUANTITIES......_... .......10-14 •ANSIIAF&PA NOS-2015 FOR WOOD CONSTRUCTION INSTALLATION I ANCHOR SPECS..._.15-17 -ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROFILES ....................... 18 •AISI SlDD-12 CORNER ASSEMBLY..........__ ............ .. 19 •AISC 360-10 PARTS LIST ............................................ 19 0 °2 Y W 1 16 O rn 3: ab 0 z o O o m asap cn (7 N D ¢ of Q O, Z Z O J ay LL W O Z mi UUoD d o� J -'j .`.a r t- aN 9Mp W u I_ I- Z Z O W J J O Q W J W rn Li- O ® N � 2 W Iaa�9 m 0 ~O a Z J O O Z w r U W Z D Q 4y _ -asap s \\\\\1111111//// �p1Y LY/V/V '',, •. • CLCENSF •., (( No. 58705 7 O� ,� . STATE OF :' AL I/, III111\\\ A. LYNN MILLER, P.E. P. E.a 58705 Overall Width Design Pressure (Ibslfe) for XO & OX Windows Glass Type: 1 Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 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 3T' +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 -65.0 1 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 Overall Width Glass Types: 2, 3, Design Pressure (Ibslft�) for XO & OX Windows 6, 7 rd 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 3T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 67" +65.0 -80.0 +65.0 -80.01 +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 +65.0 80.0 +65.0 72.2' NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. i Ij-1/8"AN GLASS .090' PVB�I� 1/8' AN GLASS 30 III I N21 OM. II II I. GLASS BITE EXTERIOR a GLASS TYPE 1 b °D Y LU ? r>n 3/16" AN GLASS 16 > "aa 118" HS GLASS O O .090" PVB I .090" PVB } n aloe Q 30 1 8' HS GLASS �1_ 6' AN GLASS30 O N F w U) M _ Z Z 24 23 I Z LL 0 a ."- m W o 12" NOM. 12' NOM. x o c1 - r GLASS BITE GLASS BITE U L) o 9 ¢ J u. B0 EXTERIOR I EXTERIOR ' W z v Q F SON W En 74 74 o z o Z U U) m 32 GLASS TYPE 2 32 W GLASS TYPE 3 J O O W w `" 13/16" NOM. 13116" NOM. ® m N GLASS STACK �` � 1\- GLASS STACK x � 7_a4_ AIRSPACE 1�090"PVB AIRSPACE- .090"PVB j O W 1/8" TEMPERED I 3/16" AN OR I LL d O GLASS I 1I8 TP GLASS 1B"AN GLASS O GLASS F Z Z n 31 74 31 74 w 17 f / r " � w x >� ¢ o 1�OR 1B 12'NOM. 1 OR 16 12'NOM. apl osap s _ I GLASS BITE I GLASS BITE EXTERIOR - EXTERIOR l N1( LYNiy a I.. . . . : . . .. .` �� .... , �•,� • • •--•, • • • �ICENSF MCA 70-73 l �q• • • Oi3 • • • Qom:' :t�`� 333 .OR 313 3 OR 3636 • • • • • • • • • No. 58705 GLASS TYPE 5 GI.4�S.T�E�(QNfSEd4LEQ) • •' * �y �t GLASS TYPE 7 (TEMPERED) ; �( O STA7 p %�, �; • • • • • • • %S y.......... ....... NG ONAL • • • • • • A LYNN MILLER, P.E. PE.4 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• V Owrall Glass Type: 4 Design Pressure (Ibslfe) for XO & OX Windows Meeting Rail: Standard Width 22-1l8" Oeerall Hgt. 37" Overall Hgt. 49" Oeerall Hgt. 55" Overall Hgt. 63" Overall Hgt. -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 M20"+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 Overall Design Pressure Ibsife for XO & OX Windows Glass Types: 8 thnl rd 9 ( ) Meeting Rail: Standard Width 22-1/8" Overall Hgt. 37" ONerall Hgt. 49" Oneralt Hgt. 55" Overall Hgt. 63" O%erall Hgt. 20" +80.0 1 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 1 -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 3T' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 AII&O +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 -101.9' 67" +80.0 -110.0 +80.0 -110.0 +80.0 110.0 +80.0 -110.0 +80.0 74" +80.0 1 -110.0 1 +80.0 1 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 'GLASS TYPES B -15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES 70.73 33 OR 3B GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) 13116" NOM. GLASS STACK AIRSPACE �I .090"PVB 1/8"AN GLASS II 1/8"AN GLASS 31 ( 74 I OR 16 1 12' NOM. GLASS BITE EXTERIOR a- 313 70.73 33�0R' GLASS TYPE 4 3/16" AN OR j•�HS GLASS .090' SG 13/16" AN OR 30 •r HS GLASS I� GiLASS SITE EXTERIOR a GLASS TYPE 8 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) 1 _ 13116' NOM. GLASS STACK AIRSPACE .090' SG 118'• AN OR TP GLASS I 1/8' HS GLASS 31 i 74 I i &R I 112, . GLLASSASS BITE EXTERIOR a I . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . . . . . .. . . . . . •• • • • • ••• • •• ••• • ••• • •• ••• •• • • • •• 13/16" NOM. GLASS STACK AIRSPACE --L•13/16"AN �" SG 1/8" AN OR TP GLASS--� GLASS 'L it um 1 I 12" NOM. �/ I I GLASS BETE EXTERIOR a 70.73 OR 1338 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 13/16" NOM. I� GLASS STACK AIRSPACE .090" SG 3/16" AN OR TP GLASS 1/8" HS GLASS U I 74 V2'I A:OR�16 I 12" NOM. GLASS BITE EXTERIOR a 33 OR 336 70.73 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) W Y > w as s o U) r o aloa 0 Q O " ay _ rn Z O Z QJO Z W 0 o LU o UU_d o! J VTea CO F- W 1 Z c m o - U I W J J O W J m F rn w O T w W ;aays rO = W o d o z z n w J W = aL ��0 sa,a5 I1 I11... I"" ()IV ILYNH�i ICENSF'. ��� _ * No.58705 *J W7t 1� '•'O(V ` O E NAL I I I II A LYNN MILLER, P E P.E.i 58705 Overall Width Glass Types: 8 taro 15 Design Pressure (Ibsle) for XO & OX Windows D Meeting Rail: Heavy -Duty 22-1/8" Overall Hgt. 3T' 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 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +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" +80.0 -110.0 +B0.0 -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 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 3/16" AN OR .090" SG HS GLASS 3/16" AN OR 30 HS GLASS 23 1/2" NOM. GLASS B TE EXTERIOR a 74 32 GLASS TYPE B GLASS TYPE 9 13/16" NOM. GLASS STACK AIRSPACE 090" SG 1 /8" AN OR TP GLASS �1•i . �3116"AN GLASS IR 1B 1/2' OM. GLASS 8rrE EXTERIOR a I 7D-73 3 OR 3�3BJ GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 110.0109.6` GLASS TYPES 8 - 15 MAY NOT BE USED 110.0 +80.0 105.6' WITH INTEGRAL FIN "-110.0 FOR GLASS TYPES 8-13 & 15 • FRAMES 13/16" NOM. GLASS STACK AIRSPACE 090" SG 118'. AN OR TP GLASS 1/8" HS GLASS fL 1AlOR 1B 1/2* NOM. / GLASS BITE EXTERIOR a 70-73 �OR 3B GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) 13/16" NOM. GLASS STACK AIRSPACEOR 090" SG 3/16" AN TP GLASSt5 1 1/8" HS GLASS C'�OR 1B 1/2"NOW GLASS BITE EXTERIOR a 70-73 q3 OR 3B GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) N O o Qc U) rc w�p O (D N Q O ay QJ O Z LL m i W O o c7 n U L) Do ~ Z V < J �N 9M0 W r � '_ Z V of J J O W J < 1.- O W W ® tJ � u = 0 O 0) laaus 7 = W < Of Q 0 (L Or Z_ Z n w 2 U U J Fn W LL = < auY O �sap s u:5 DNY LYNN •00 • � �C� ' • • • • • • • a� . VICENSF • • • • • • • • • • • • No. 58705 NOTES: ; 0 % Z4/4 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG • • • • • • • • • • • / •'•ft 0RIDP..• s •• ... WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE • • • • • • • • • i /ONAL ''';S,111) TO DETERMINE THE WINDOW SIZE. • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 000 • • • • • • • • • • • • • • • A. LYNN MILLER, P.E. P.E.p 58 r05 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• ••• 0 0 0 0% • • Overall Width Sash Configuration Width Range n9 (in) ) Glass Types: 1, 4, 5 Design Pressure (Ibslft2) for XOX Windows Meeting Rail: Standard 21-1l8" Overall Hgt. 29' Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. %-Y2-1/4 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 1/4-1/2-Ya 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 49" 1/3-1/3 1/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 %4-1/2-1/4 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 531/8 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 1/4_Y2-Y4 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 61" 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 1 -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 1 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1l8" 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 %4_1/-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/ 1/2 %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 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 -52.5 120" 1/4-�2-1/a -31.038 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +58.2 -58.2 +53.9 -53.9 1 +48.7 -48.7 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - Sr Y 4 2 MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE ... . . . ... . . . ..... • . .... . . . . . . . . . . ... . . . . ... . . • •• • • • • • •• • • • • • • • • ,_mow • • • • • • • :We /8"MI GLASS • • II 1/8" AN GLASS 30 1 `�•• • I • • 1/7 NGok • • • • • • • • •I •GL.GS MTE• • • • EXTERIOR �• • 74 • • 32 13/16" NOM. I GLASS STACK AIRSPACE I 090"'B I 1/8" AN GLASS 118" AN GLASS 31 i 74 VOR 1B 1rz"NOM. GLASS BITE EXTERIOR r I 7D-73 3. OR 3B GLASS TYPE 4 13/16" NOM. I GLASS STACK AIRSPACE 090" PVB 1/8" TP GLASS�� [�Ll. l9"AN IBI 12" NOM. GLASS BITE EXTERIOR 0 33 OR GLASS TYPE 5 LU cn 0 "ary w zo E2 D O Y O 0 N v 0 Q O I a� _ w z 0 IJi 8 z to m= d W O L) w E U U co o J y w 'Q F z a i s -j ¢ 1N 7MCI W 7 > f- Z o z - U D' W J W m _M IL J F O ® m IV LD to = O U) Ia uS j = rn LU o a o z z n 0 WFn U J W o: = Q O 1111111111r///,, OtV LYNIy ............. * No. 58705 - - -O Oil Z �RE.O.1(I IGNAL �N\` ,'/1111111011 A LYNN MILLER, P.F P.E.# 58705 r Overall Width Sash Configuration Sash Width Range (in) Glass Types: 2, 3 Design Pressure (Ibs/fe) for XOX Windows Meeting Rail: Standard 21-1/8" rall Hgt. 29" Cherall Hgt. 37" Oeerall Hgt. 49" Olerall Hgt. 55' Overall Hgt. 63" Overall Hgt. 44" 1/a-1/z-1/s 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/a-yz-1/a 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 Y3-1/3-1/3 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" %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-%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" �a-1/z-1/a 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 �0.0 1/a-� �/a 12.038 - 20.052 +65.0 �0.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 �0.0 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 -90.0 +65.0 -80.0 +65.0 -80.0 1/a-Y2-Ya - 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 -8D.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %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/a-1/z-1/a - 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 Y3-1/3 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/a-1/z-Ya -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" custom 28.303 - 30.185 +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 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Ya-1/z-1/a " - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-5/8" custom 29.454 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3-1/3 1/3 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 Yz-1/a - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 MO.0 +65.0 -80.0 +65.0 -80.0 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 118" HS GLASS .090" PVB-�y 1/8" HS GLASS 30 24 12"NOM. GLASS BITE EXTERIOR a 74 32 GLASS TYPE 2 3/16" AN GLASS .090" PVB 30 3/16" AN GLASS 23 1 1R"NOM. GLASS BITE EXTERIOR 0 4 74 32 GLASS TYPE 3 w ? Lu Y 0 o O rn Hw iD N o w plod 0 Q O CO � w to Z p J 0 au�i W O z 8 n UUd o� � o0 �N F- z < F u �M0 w N � a z Z V Q W C" w J J J ¢ O O F- LU m rV � s i 0 U) 7- s 5 = w a g Of o :3 a o z z 1� U 7 w = "MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH -58.556 2 ,�``NY LY/y "',/, NM • • • • • • • \� gyp........ -• ��� i MIN. SASH WIDTH (FIN &EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 • : : : • • • �1�,•' 1-IGENS • • • • • • • • • • • 1 * :' No. 58705 NOTES: 44/�� ;OS ATE OF (V ` 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND •• ••• • ••• • • '•F<ORIDP iN/0 EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION INNAL THE TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • • • •• • • • • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • A LVNN MILLER, P.E. • • •• P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Overall Width Sash Configuration Width In Range 9 (in) Glass Types: 6, 7 Design Pressure (Ibs/ft2) 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. Ya-1/z % 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 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 49 1/3-1/3-1/3 13.303 - 16.675 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �a-1/-Ya 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 53-1/8" 1/3-1/3 0/3 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 /a-Y2-�/a 103038 - 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 61" 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 �/a-y, ya 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 -72.98 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 �/a-y l/4 -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.11, +65.0 -67.58 92-1/8" custom 24.083 - 26.185 1 +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 �/4-y2-ya " - 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 Y4_1/i 1/4 •" - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74. to +65.0 -67.5B 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 Y3-1/3 1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 �4-YZ--1/a '" -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74, 1A +65.0 -67.5B 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -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 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 1/4-yZ y4 - 31.052 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 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 71.3 - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.55ri_ 2 - MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE e-75.0 FOR GLASS TYPE 7 • .. ••• .. . ••• • . .. .. .. . . . . . . . . . . .... ....... . • • • 00* • • • • • •• • ► • • • • • • • • • • • • • ljt�• • GLASS AIRSPACE- i• .090"PVB 3/6 AN OR T� g ill• 1/80AN G41AS9 • • qOR'� • •I • • ••• 2 C/ OM GLASS BITE EXTERIOR ' a 3�OR1338 70-73 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) ♦,proved a eumplyi-g''110 Ih+ Fb+idn B ' ingC =1 0 m Y > z H m rn 0 •aa O " o o rUS > � 0 z y aro0 O R 1� Z ZO Q J O N Z LL m S J W WLuj n ou U U o J LU W ¢ W F N Ju:l o �. �� U) p Z rn o Z U W J o W J F T r LL U W W o a N a iY U co co W ,aays x o a- o Z_ Z r- O J W = an,l o say s .,as P���•'• VICENSF'• N0.58705 i Cis •'•F,70RIDP,.-'GN . �/111111111 A LYNN MILLER, P.E. P E M 58705 Overall Width Sash Configuration Sash Width Ran a In 9 C) Design Pressure Ibs/ft2 for XOX Windows Glass Types: 8, 10, 11 g ( Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Ove211 Hgt. 49" Overall Hgt. I 55" Overall Hgt. 63" Overall Hgt. /a-1/2-�/a 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +90.0 -110.0 +80.0 -110.0 +80.0 -110.0 4a^ 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 1/a 1/2-Y4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/3-y3-1/3 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 �a-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_%a 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 Ys-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 A10.0 1/4_y2_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 1 -110.0 +80.0 -110.0 +80.0 -105.2 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 ---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" 11/2 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 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 Y?/ -1/4 -- - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -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 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -92.9 1/4_1/2_Y4 -- - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 1/3-1/3-1/3 33.186 - 38.222 +80.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 Ys-1/2-Y4 -- - 31.052 +80.0 t10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 91.5 custom 33.186 - 38.222 +80.0 +80.0 -110.0 +80.0 1 -110.0 I +80.0 -110.0 +80.0 -110.0 +80.0 90.6 MIN, SASH WIDTH (FLANGE WINDOWS) = OVERALL WI2DTH - 58.556 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 11 OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3n 6" AN GLASS .090" SG--• 1 3116" AN GLASS 30 � 1 IFIr I GILASSBITE EXTERIOR GLASS TYPE 8 13116" NOM. GLASS STACK AIRSPACE 090' SG 1 /8"A. IR OR TP GLASS I_, 3/16'AN GLOSS 12' NOW GLASS BITE EXTERIOR a GLASS TYPE 10 (ANNEALED) GLASS TYPE 11fEMPEREDI 'GLASS TYPES 6 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••. • ••• • • •• • • • • ••• • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y LU ? w E2 O Q No } 'o z o 0 0 (V i m of O O M w a W Z r) J O v�i Z LL C J W O o = LLl a U U d ®� J JLU FB l ""0 CD ~ < oN 7.M0 W O ] z H o Z U ? IyJ Lu J W J J O ®R.N W Lu Cr a0 2 W O 0 U) la_- = LU O d Z Z h it g 0 U J W = LYNv �N`I....... i P�••.• LICENSE''. * •: No. 58705 CA _= O MATE S'40G. S70NAL V-' 0 1111101 A LYNN MILLER, RE P. E.# 58705 --- Overall Width Sash Configuration Sash Range In n9 (�) Glass Types: 9, 12, 13, 14, 15 Design Pressure (Ibsfft2) for XOX Windows Meeting Rail: Standard 21-1l8" 01,erall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Oeerall Hgt. 55" Oeerall Hgt. 63" O%erall Hgt. 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 AW 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 1/a-1/z-Ya 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 %a-1/r1/a 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/ 14.334 - 18.050 +80.0 1 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/d-Y �/a 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 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 % 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 +80.0 -110.0 +80.0 -110.0 �s 1/r1/a - 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 �aA-30.185 302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -106.7' 9T' custom 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 1/3-1/3-1/3 675 +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-Ya302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7" 109" custom 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 1/31/3_1/3.675 +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 •• - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7" 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +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 - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7" 120" custom 31.053 - 31185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 133.186 - 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 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH-57.556 2 GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . • • • • •• • • • • • • • 16" HG GLASS • • - I_ Q 3/16' HS GLASS .� • 12•N00. • • • • GLA•S B•E • • • • EXTE • R • • • • ve GLASS TYPE 9 13/16" NOM. I GLASS STACK AIRSPACE 090" SG 1/8" AN OR TP GLASS _ 1!8' HS GLASS 2 OR 1B I 12"NOM. GLASS BITE EXTERIOR ' a 70-73 l3� OR -338 GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) �.I 13115" NOM. I GLASS STACK AIRSPACE .090" SG 3/16" AN OR TP GLASS 1/8" HS GLASS 7431 ORB 1"NOM. GLASS BITE EXTERIOR 70-73/OR GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) Y LU ? o to jw O alJo !n O Q (9 N i y O -M to O a Z OJ O Z LL W O = W U S o < ~' W N -0MO .�-. c7 F p Z Z LU J J W J 03 < 0) lL O of W °' o_ 0 fn Ia:aS = w o Z o Z Z Z r r O 0_ J W = Q1 00 \7111111111 /!�/ aNY LY/V/y ����•' � L1GEN,pF .�(�� No.58705 •� -0 ; S 0NAL 10N `` A LYNN MILLER, P.E. P.E.# 58705 Glass Types: 1 thru 7 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill C Head & Sill E Head & Sill E Head & Sill E Head & Sill E 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 31 1+C3+1" 3 74" 11 1+C2+1 12 1+C2+1 12 1+C2+1 3 1+C2+1 31 1+C3+1 3 1+UZ+l FUK ld b I T—t 1. 4 B J Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall Width Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 122-119'0%erall Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E 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+C3+1 3 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 fl74" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: 4NCHORS 'CELUSTER OF NTERED ANCHORS 3 4 ANCHOI AT THE CENTERED AT THE 2ANCHORS AT IN THE SASH I I MEETING RAIL THE FUCED LITE JAMB 23" MAX. O.C. 9" MAX. \ � I F _J �_ ____�, 9"MAX. / X O / zzarz" MAX. O.C. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. —�---� s i 2-ANCHOR CLUSTER DETAIL Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall Width 22 1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E m 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 131 1+C2+1 13 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 67" 1+C2+1 2 2+C2+2 2 2+C2+2 1 31 2+C3+2 3 2+C3+2 3 2+C4+2 4 76" 2+C2+2 2 2+C2+2 12 2+C3+2 1 31 2+C3+2 3 2+C3+2 141 2+C4+2 5 6" MAX. O.C. 3-ANCHOR 4" MAX. G.C. -� •• ••• • • • • • •• 4-ANCHOR • • • • • • • • CLUSTER DETAIL • • • • • • • • • • •• ••• •• • • • •• NOTES: 1) OVERALL (TIP TO TIP) DIMENSI NS SHO FO O AL -LEG WINDOWS, SUBTRP�T� FRd E TIP-1�- DI ION IN 1�1E TABU • TO DETERMINE THF*VWNDOW WZE. • • • 000 • • • • • •• • • • • • 2) FOR SIZES NOT SMOWJ, ROWW UP TO THONEXAWAILABLE SIZE. • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • u OD Y W z > o �p D O Ln Y n aroo O Q O N z n m K U O J Q J O uy W Z O Z LL (13 s� U C) 0 2 J 9 y G ~ W J oN 9w0 � c7 On > a H z o Z rn U X J W m 01 LL O O F- o ® rn N 0 O ZQ 1ddV5 x Q � � Q O Z O it w U x U cc Q = Q \\ll 111 l l 111,7 /,, O.. c..... Iffy( No.58705� * 'lr- �44/ 71111111111 A LYNN MILLER, P.E. PE#587D5 C%erall Width Sash Configuration Sash Width Range (in)a Glass Types: 1, 4, 5 Anchor Quantities for XOX Windows Meeting Rail: Standard Overall Hgt. FHead&Sil 29" O�.erall Hgt. 37" 0lerall Hgt. 49" 0letall Hgt. 55" O'.erall Hgt. 63" 0lerall Hgt. l E n Head & Sill n Head &Sill ' a Head &Sill ' n Head 8 Sill ' Head d Sill a %-1/z-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 44" Y3-Y3 �/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 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 49" 1/3 1/3 -/3 13.303 - 16.675 1+C2+1+C2+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/a-1/z-Y4 12.038 - 14.333 1+C2+1+C2+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/i 1/3 14.334 - 18.050 1+C2+1+C2+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/z 1/ 12.038 - 16.302 1+C2+1+C2+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+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/z 1/4 12.038 - 20.052 1+C2+2+C2+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+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 �/3 22.186 - 25.675 1+C2+1+C2+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/z 1/ ""-24.082 1+C2+3+C2+1+C2+3+C2+1 r1+C2+3+C2+,2 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 92-118" custom 24.083 - 26.185 1+C2+2+C2+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 �/3 1/7 26.186 - 31.038 1+C2+1+C2+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/z 1/4 - - 25.302 1+C2+3+C2+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+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+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 Y4-1/z 1/4 "" -28.302 1+C2+3+C2+11+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 3 109" custom 28.303 - 29.185 1+C2+3+C2+11+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+11+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120" 1 1/4 -/z 1/4 - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 121 1+C2+3+C2+1 131 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 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . • • • • • • •• • % • • 12" MAX. . -tZ • • •00 • • �l i••• • • • • • • • • • • • • • • 0. 2-ANCHOR CLUSTER DETAIL CLUSTER OF 2 CLUSTER OF 2 .3 ANCHORS ANCHORS ANCHORS IN THE 1 ANCHOR AT 'CENTERED AT THE CENTERED AT THE JAMB THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL THE FU(ED LITE 22-1/2"MAX. O.C. �{ 1ANCHOR AT 9' MAX. 12" MAX O.C. THE SASH \I \ I � _J <_____� �"J�RE2PEATANCHOR g•MAX. O MEETING RAIL- PATTERN AT SILL c m 2W _ > H 0 r1 (n ..ay O E o o (On a1o0 O i� N O a O a� _ Z Z O LL o Z W U U 00 o ."0 ~o W u < _J H �N SM0 r v ' Z O Z u of J O W m H LL O ® m N ~ zy F 0 0 F Z a laa�5 = c O o Z O � O � x JU Z 2 Q I QJ (3NY LYNIy \PC\�?•'•UGENSF No. 58705 G ONAL EN 1/1111111111 A LYNN MILLER, P.E P. EA 58705 Overall 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 .1 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall HgL a Head & Sill a E Head & Sill a Head & Sill ' Head & Sill a 'o E Head & Sill a m Head & Sill E 44" 1/a-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-%3'r/a 12.053-15.008 1+C2+1+C2+1 ll+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/r1/4 12.038 - 13.302 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 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 1/4-yz-%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 61" %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 Y3-1/3 %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 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 % %--1/3 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_%2 %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-%31/3 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 1/4-1/2-%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_Y3 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/a-yz-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+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 1 31 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3_-1% i/3 30.186 - 36.675 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+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a-yz-y4 ""-29.463 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 3 113-518" 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+02+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3_7/3 i/3 33.186 - 38.222 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 1/4_1/2-1/4 ••-31.052 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 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 121 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+1 121 1+C2+2+C2+1 121 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 ^ MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH - 58.556 2 - MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. - --+ n 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C.'�- I t7I 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 1 ANCHOR AT CLUSTER OF 2 CWSTER OF 2 3 ANCHORS 1 ANCHORS l ANCHORS IN THE CENTEREDATTHE !CENTERED AT THE TNCHOR SA 3ANCH0 T �f JAA1B •MEETING "L • •-r-� f • MEETING RAIL THE FIX;P rt _r am • • • 22-112" MAX. O.C. • 11• • • N O T••'/• 9" MAX. T2;MAX.lO�. •HSA • • I --J `- - 9"MAX. X •• •Ili i•• • I • • • MEETING:IL f ••j2EPE&T A;V jR PA=TERr•{•pT V • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • vvvl rN77 `�0� NSF Mz i * N7o.58705 O STATE OF ((� T .;S ONAL A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 8, 10, 11 Anchor Quantities for XOX Windows Meeting Rail Standard 21-1l8" Overall Hgt. I 29" Overall Hgt. 37" Overall Hgt. 49" Ove211 Hgt. 55" Overall Hgt. 1 63" Overall Hgt. a Head & Sill E a Head & Sill E a Head & Sill a m Head & Sill n Head & Sill E Head & Sill a ,E, 1/a-1/z-ya 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 Y3 12.053 - 15.008 1+C2+1+C2+1 21 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 12 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/2'Y4 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 3 531/8" 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+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 31 1+C3+2+C3+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+C3+1+C3+1 3 1/4_Yz 1/a 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 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 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/y_7/z 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 12 1+C2+2+C2+1 3 1 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Ya 1/r%4 -25-302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+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 2 1+C2+2+C2+1 2 1+C2+3+C2+1 31 1+C3+3+C3+1 3 1+C3+2+C3+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 1/4_Yi 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 3 109" custom 28.303-30.185 1+C2+3+C2+1 21 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 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+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1/4_y2-1/4 -29.463 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 3 113-5/8" 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+C3+3+C3+1 3 1/3-%3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 1/4_7/z 1/4 "` - 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 1+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+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 r3 •• MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.956 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . • • • • •• • • • • • •• • • • • ••• • 12" MA;. O.C. L-; • • • • •• ••• • ••• • • l ••///• •• • • • •• •• •• • • • • • •• 2-ANCHOR 6' MAX. O.C. CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF 2 CLUSTER OF 2 tAN..OR!1ANCHOR AT I ANCHORS ANCHORS THESASH CENTERED AT THE CENTERED AT THE MEETING RAIL 13 ANCHORS AT MEETING RAIL THE FIXED LITE 22-112" MAX. O.C. 1 ANCHOR AT j i� E SASH 9" MAX 12" MAX O.C. L/ I --.� --- r.I I I. 9" MAX. O X ..ccr�ur_oeu REPEAT ANCHOR PATTERN AT SILL W W Y to o y C0 v z y O OW o w Z Z LL fD m i J n n Lj S� U O� J F r W Lu IN ova w c7 P_ F rn O Z U z Of J O W m F¢ LL O ® n rV F- rO z Q ,aays S = J a O a o z a O � cW1 g 2 U CK J Z = apq 'asap sa��a5 BONY LYNN�/ ��.•'CIGENSLc ''. * : No.58705 % O•� STATE OF ` 't 0R10?`..NGN 'ONAL"lliIIIIE .. A LYNN MILLER, P.E. RE # 58705 Overall Width Sash ConfigurationWidth Sash Range (in) Anchor Quantities for XOX Windows Glass Types: 9, 12, 13, 14, 15 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 3T' Overall Hgt. 49" 01,erall Hgt. 55" Overall Hgt. 63" Overall Hgt. a Head & Sill a E Head & Sill ,E, a Head & Sill -EE, a Head & Sill E Head & Sill a E Head & Sill a E yi 1/z-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/s-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-%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_1/4 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 31 1+C2+1+C2+1 3 61" 1/4-1/z 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_%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 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 1/3-1/3-1/3 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 Ya-1/z-y4 --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 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/s 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+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 12 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 i+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 y yz-y4 '"-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 j 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 2 1+C2+3+C2+1 31 1+C3+3+C3+1 3 1+C4+3+C4+1 3 %-1%3 % 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 Y4-yz i '"-29.463 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+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+C2+2 2 2+C3+3+C3+2 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+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+04+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 21 1+C2+3+C2+1 21 1+C2+3+C2+1 21 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 21 2+C2+3+C2+2 21 2+C3+3+C3+2 13 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) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE. r_I 11nP: TP1 I ICIAIr_ 12" MAX. O.C. -� 4/j:i 2-ANCHOR rI I ICTCD 11CTA 11 6" MAX. O.C. J 3-ANCHOR CLUSTER DETAIL 4" MAX. O.C. l - i 4-ANCHOR rl I ICTCD nC!TA II ANCHOR QUANTITY CLUSTER OF 2 CLUSTER OF 2 TABLES FOR XOX ANCHORS ANCHORS �3A7NCHORSTENCHORAT CENTERED ATTHE •pENfEf :D RT THE• E • • WINDOWS: THE SASH 3ANCHORS AT I • •` MEETING RAIL L A�EIRJG •RPJ_L�I THE FIXED LITE • • • • 22-1/2" MAX. O.C.I �-- �• • •� • • 'I•AN O AT' • • --y 62" MA f C. • 0 TYE SA6H • • • I M. _X 9" `X O ••• • �:MAX.• : •• • • •• • • MEETING FW.IL • • •FWPEAT ANCHpR• PP4RN• AT SILL • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W,10ENTj •. ���% No. 58705 C" tu- SATE OF (V ` "•' -F4ORIDP.•'G��� " s %NAL'11111111WEN... A LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET DIRECTLY INTO CONCRETE/CMU. EDGE DISTANCE 114" MAX. SHIM EMBEDMENT SEE TABLE NOTE B, FOR 1 HEAD TYPE 114"MAXEDGE 0 EMBEDMENT :a SSHIM DISTANCE 1 TYP. ANCHOR TYPE, , EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. 312" LENGTH, CENTERED '/ABOVE SASH / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT OVERALL 4 HEIGHT 52 50 — 6"LENGTH. CENTERED AT MEETING RAIL, ANCHORED WITH (4) JSCREWS, (P# 60). SASH VISIBLE I LIGHT VADTH EXTERIOR 15 r ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . INGTA.LLjON OP-r18W 3 • • • ANCHOREDRHROUGHWFRAM@ AND •XSBUCK/TRIP• • • • INTO CON(:Z1TE1CMLP, SEE NOTg2, TIS SIB ET • • 1 /4' �IM EMBEDMENT • — FIXED VISIBLE I` • LIGHTWIDTH OVERALL WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) ONLY REQUIRED IF NOTES: OVERALL HEIGHT IS OVER 63". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. < 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/q• MAX. _ • • EMBEDMENT 19- ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE SHIM • CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. • WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X EDGE P. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION SEE TABLE 19. OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETElCMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B EXTERIOR ID ' MIAMI-DADS APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. •• TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. Min. Edge Min. Anchor Substrate Distance Embedment Southern Pine (SG=0.55) 9l16' 1-318" #12 Steel, 410 Aluminum, 6063-T5 min. 3/8" 0.063" 1" or SS Screw A36 Steel 3/8" 0.063' Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Gal Concrete (min. 3,35 ks) 1" 174' 1410 SS CreteF ez Ungted CMU, (ASTM C-90) nw 2-12" 1-1/4' So.Ahem Pine (SG=0.55) 1' 1.TI8' Concrete (min. 2.85 ks St: Utt aeon Ungmuted CMU, (ASTM C-90) 2-1/2" 1-1/4' Southern Pin• (SG=0.55) IJ 1J18' 1/4" MAX. SHIM ANCHOREDTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PANlHEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C)"UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Approved a wmplyin8 wqh rke Florid. Id ft Cod W' a 1}�re +oAa I rvi= Dade Pru C-bvt s °D Y W ? � (n y O 3:. ay w CO �a o OO r a:a0 O '- UN iw O M _ OJ Z Zo O J W ZLLi LL mx v r U U d o rr � F9 J O W^ p a Z Z 0 LU LL J W O QO � � J ® o IV LL " 0 aays i O Z S O ~ o O Z J U J Z = Q _ aU'1 sap s ua5 \\`1111111 I11 //// LYNN�i No. 58705 �0� rstnTE (jF' tv�; A. LYNN MILLER, PE - RE # 58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETEJCMU. 1/4" MAX. SHIM EDGE DISTANCE EMBEDMENT T 1/4"MAX. SHIMNVDISTANCE MENT EDGE DISTANCEOR TYPE, T AND EDGE IF I20. ER SUBSTRATE, BUCK HEIGHT 114" J12" LENGTH, CENTERED ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT 14 6 52 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS (P#60). ONLY INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. —�{ 1/4" MAX. SHIM B I EMBEDMENT SASH VISIBLE J 12 LIGHT WIDTH — I N, r 71 , EDGE �� �, 17 DISTANCE I _ FIXED VISIBLE If LIGHT WIDTH v e TIP I •" t15 .. 4 15 � •d TYP. ANCHOR TYPE, EMBEDMENTANDEDGE BUCK WIDTH _ DISTANCE PER SUBSTRATE, SEE TABLE 20 HORIZONTAL SECTION A -A & NOTE B FOR HEAD TYPE. (SHOWN WITH I.G. GLAZING) —�{ 114" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH Flo,SD I FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENTAND EXTERIOR i EDGE DISTANCE PER SUBSTRATE, 15 I SEE TABLE 20. MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING HORIZONTAL SECTION C-C OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 20. v REQUIRED IF BUCK NOTES: HEIGHT IS OVER 62". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE • OF THE WINDOW. • 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE • • EMBEDMENT 20. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE EXTERIOR WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X EDGE TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION SEE TABLE 20. OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B Min. EdgeAEm�bed�nt Anchor Substrate DistanceSouthern Pine (SG=0.55) 9116"#12 Steel, Aluminum, 6063-T5 min. 318" •18-8 or 410SS Screw A36 Steel 3/8" Steel Stud, Gr. 33 min. 318" Concrete (min. 3.35 ks) l- • 1/4" 410 SS C2teFlex Ungrou[ed CMU, (ASTM C-90) 2-1/2^ 1-114" Southern Pine (SG=0.55) 1" 13/8' 1/a^ Steel SI I Concrete (min. 2.85 ks) 1" 1"0 1 8' in OMB CMU, (ASTM C-90) 2 •1-1/4" Southern Plne (SG=0.55) 1-318" A) MIN. OF 3 THREADS BEYOND THE METAL SUS TE. • • W DSEbNt: FtjTHjAD: At•kl�HQ,RS W HFjA%4 JD • SILL. P•NIHEX R AT•IEAD • ME IS ALLOWAiB1PFOR • ANCHORS IN THE JAMBS. C)-UNGROUTED CMU" VALUES W BE USr FOR • GFWUTEI&CMU • AP/LICA70NS. • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u ro 6 Y 1(1)H 1 M 3: as O �o O O 0 O ON OM Z O ZO �Jo ay Z LL Ti S� W n r U U 10 o� rep ~ �. S2 ory 9M0 W ro > a co co Z 0_ J (D J rn LL —1 O O ®m nj O W = O 2 hays x O 0 Q O Z J U � Z = Q _ `11111111t/I/ •••L1GEN,gF'•�(� ���. * : No. 58705 ��••�7 i510 .•�_ ... •0G`�, 'o A LYNN MILLER, P.E. P.E.# 58705 BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. [--- EMBEDMENT EDGE DISTANCE ` EDGE DISTANCE EMBEDMENT 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 52 C INSTALLATION OPTION 5 EDGE ANCHORED THROUGH FIN INTO 2X ,,_DISTANCE { tom--- 114" MAX SHIM WOOD FRAME OR BUCKSTRIP. SASH VISIBLE I LIGHT WIDTH ... . . . •• ••. . .. .. . . . .. .. . . . . . . . . . . ... . . . . • • • • • EDGE OISTANCL• • • •• 114" &X SHIM TYP. ANCH5 TYPE • EMBEDMENT AN�EbGEy • • DISTANCE PER SUBSTRATE, SEE TABLE 21. 5 lw• • I _ FIXED VISIBLE LIGHT WIDTH • ED•GE.DISI.WC: .1.... 0 0 F1eHda 13�M'ng Co 41 • • • • • • Q1rtc V . L. Er1 • • BWMfWT • '4�p EXTERIOR 14 15 l� �-I 114' MAX. SHIM BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) i INSTALLATION OPTION 6 II ANCHORED THROUGH INTEGRAL FIN INTO META xenn���� �E— EXTERIOR V MIAMI-DADE APPROVED MULLION, FBC COMPIL LANT ALUMINUM/STEEL FRAMING TYP. ANCHOR TYPE, OR STEEL STUD. MAY BE VERTICAL OR EMBEDMENT AND EDGE HORIZONTAL SECTION C-C HORIZONTAL SEE SUBSTRATE DISTANCE PER SUBSTRATE, (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21. SEE TABLE 21. 36 LA I 1 /4" MAX NOTES: SHIM 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION EDGE DISTANCE SHOWN MAY BE USED ON ANY SIDE OF EXTERIOR THE WINDOW. EDGE DI1STANCE 2) VISIBLE LIGHT WIDTH OR HEIGHT 1 (ALSO REFERRED TO AS DAYLIGHT EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT OPENING) IS MEASURED FROM BEADING INSTALLATION OPTION 5 AND EDGE DISTANCE PER TO BEADING. ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. 3) ANCHOR TO BE INSTALLED WITHIN WOOD FRAME OR BUCKSTRIP. 2-12" OF FIN CORNER. VERTICAL SECTION B-B Anchor Substrate Min. EdgeMax. Distance O.C. Min. Embedment 2-1/2" x .113" Box Nail Southern Pine (SG=0.55) 5✓16, 5" 2-7/16" 2-11Z' x .131' Common Nail Southern Pine (SG=0.55) 318" 5" 2-7/16" 2-1/2" x .145" Roofing Nail Southern Pine (SG=O. 55) 3/8" 5" 2-7/18" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 318" 5" 2-7/16" 810 Steel Trusshead Screw or R12 Steel, 1M or 410 SS Screw Southern Pine (SG=0.55) 1/2" 5" 1-318" 1 0.125" Aluminum, 6063-TS min. 5116" 5" 0.09' 0.050" A36 Steel 5116" 5" 1 0.050" 0.045" (18 Ga) Sleet Stud, Gr. 33 min. 1 5116" 1 5" 0.045" 1) MIN. OF 3 1 HREAUS BLYUNU I Ht ML I AL SUBS I HA I L. W ? Y fn y C3 M > ^a O 004 Qw 0 Q A",O d = Z U' W O rOp oU = LLI ¢ J B r W Z 00 s a Q �N W > 'n p Z ° Z Z_ LL � JJ Q rn LL O O O n ® m W fV _ W ~ Z Oz aau5 O ILL O Q O Z J r w U J F- Z = Q ar]'1 _ II11, 1j' \`\111II IN' O�V LYN1y�'%, LIGENSp No. 58705 '•; �O �ST�TEFg ((7�` NAL A LYNN MILLER, P.E. P E 0 58705 - � z ,7za- L�_ 2.560" r 7� 062" O HEAD, FLANGE FRAME f 2.724" - - 3.651" I O SILL, FLANGE FRAME 2.105" -; 062' ` 2.273" 062" �L3 ! t t SASH PULL RAIL z.724" -- 1.488" 2.112" .987" Imo- 2.724" 1 I I 3.184" I 7 2.786" 2.786" 2.786" 2.D60" ---{rF .062" � o6z• 062•� , 062• -� D6r 1 O HEAD, AME O L G FRAME O FRAME INTEGRAL JAMHEAD, EQUAL JAMB, B, OO FINFRAME INTEGRAL O FRAMEQUAL LEG FIN 2.724" i 4.276" 0/� SILL, INTEGRAL . FIN FRAME 70" r- 2.14T I _ 1.300' �- 1.135" 100" � 1� � I 1.300" �-SL` y ~ 1 S t .050" .045" II 1.795" II �I .795' .492- �'11417.612"IS^-t o7/16" BEAD 24 5/16" BEAD 2.724" - 3.151' m O SILL, EQUAL LEG FRAME -�- 1.246" I 3.908" .062" to SILL ADAPTER 2111"I I �i 2�� G 1.803" 1.138" .17, J .120" J f .040 1.513' '808- OINSTALLATION 17 HOLE COVER �+ 1.415" �- I 710" .062" �I �- 1 I 1e SILL TRACK .360" 1.032" 045" SASH TOP & 1z SASH LOCK RAIL U BOTTOM RAIL 14 HD MEETING RAIL +s STD MEETING RAIL +e SCREEN ADAPTER TABLE 22. MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Met_I Min Fr Mir, F. Steel Screw 92 ksi 120 ksi 188 Screw 60 ksl 95 ksi 410 Screw 90 ksi 110 ksi Eko UltmCorr® 410 SS Eko Cr.WFle.V 155 ksi 127.4 ksi 177 ksi 189.7 ksi 6061Ti Akmun 16 ksi 22 ksi A36 SIeN 36 ksi 58 ksl Gr. 33 Sleet Stutl 33 ksi 45 ksi 1 062" ��" .875" to WINDLOAD ADAPTER 1.446' ; 518' 040" ae ANTI -LIFT CLIP .630" 464" -�-I .797" .798' .070 J .065" rA IG BEAD a1. IG SNAP BEAD HOT -MELT ALUMINUM • ESIQCA*TFIL4• RICSILICONE BUTYL PeL4'IStI�LEl1E STRUCTURAL REINFORCEMENT • • SA • 5/}G' NCM. POLYISO- 1/4" NOM. 3/16" NOM. • • Y+•c�� �ON� BUTYLENE WITH 5/1S • • • }* `• VET • • STRUCTURAL BUTYL& DESICCANT SILICONE DESICCANT • • ROIj-4MED I • • • FOAM WITH FOAM I STAINLESS STEEL J EXT. GLASS DESICCANT EXT GLASS / EXT.GLASS EXT GLASS • f C,LASS� • • • • • INTO LASS • • INT. GLASS INT. GLASS KODISPACE SUPER SPACER° 72 DURASEAL� • • • XL E ETM• • • • • 70 4SG TIPS NXT 1Y SPACER • •SPAC t; • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `` 111NY ILYpv �� ..• _ICENst ••. �� * �No.58705 - Q ZAl'9R))l7Jr.: ��SsoNA� IENG� �� A LYNN MILLER, P.E P.E.# 58705 ... • • • ... • • . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . TABLE 23: • • • • • • • ASSEMBLY DETAILS FOR : : :• •o i• • • 0 XO FLANGE FRAMES : • : : • • (OTHER FRAME TYPES & • • • • • • • • • • • CONFIGURATIONS SIMILAR) 61 ` 61 • • 1. i • • • q' • • 00. npyw.� a� emplyu{ rW t! • • • i • • iTsddra B•fdh • • • ♦, • • • • Bite i • • • • 1 • • • 4p • • • • I • • • y]V•t Bait �IMM 61 i • • • • • • • _ , 'I ! / - �. „ w W o 0 ro U) (7 N z W O az Z Z / �/ O LL o W Z C3 m x J n s r— 1� U U cs•97 O l IN H Z C .< OI N UJ 63 12 i a Z v o Z U 0I �i J J 0 O 15 14 cc LU rn ® W ac Ian 5 O w lil < Q 13 O Z U r ety t` }1 )' 41 39 O J O = 61 Q m aril sad s s 35 i pNY LYN�y ' 40 .��.'•.. .21 i 61 � 1 �,y � Pam.•'- LICENSE'. `` INTERIOR 1 8 * :• NO. 58705 *- 7� O� t, 0 / �4(/�� �� INTERIOR % �Sl •'•��ORIDP,.••'• s1 s/ONAL EN�'.�` . NOTES: ""III[ 1 11 011 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A. LYNN MILLER, P.E. P E.4 58705 Item# Part# 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 SiII, Equal -leg Frame Alum. 6063-T6 10 624034 SiY Adaptor Alan. 606.1T6 11 624043 Sash Pull Rail Alan. 6063-T6 12 624006 Sash Lock Rail Alum. 6005A-T61 13 624041 Sash Top 8 Bottom Rail Al1+n- 6�•3-� 14 624027 HD Meeting Bait Alun. 6063T6 15 624005 Std. Meeting Rail Alum. 6WSA-T61 16 624047 Screen Adapter AIum.6061T6 17 624051 Installation We Cofer Alum. 6063-T6 18 64125M Willdload Adapter Alum. 6063-T6 19 624042 Sig Track Alum. 6063T6 20 624015 Anti -Lilt Gip Alum. 6063-T6 21A 624009 IG Bead Alum. 6063-TS 216 624011 IG Snap Bead Alum. 6063-T5 23 624026 7116" Lami Glaz. Bead Alum. 6063-T6 24 624013 5116' Lami Gaz. Bead Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bulb Virryl kx #624009 & #624011 Vinyl 32 712653K Mono setting Block 3l32' X 114' X 1" Neoprene 3?A 71715K Lami IG Setting Block 1/8' x 314' z 1-t114' Neoprene 33B 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Zinc 38 71298 Weep Hole Corer 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 8 RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH 8 RH) Polyethylene 44 724057 Frame Header Gasket, (LH 8 RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187" x .170', Fin Seal @Sash 51 Weatherstrip, .187' x .270", Fin Seal @ MR 52 67070 BWb Vinyl 60 710X38PPAX #10 X3r8' Ph. PH SMS (Wirldoad Adapter) Stainless Steel 61 781 PAC #8 X 1' Dd. PH SMS (Frame 8 Sash Assembly) Stainless Steel 63 Aluminum Screen with Fiberglass Mesh Varies 70 - Kommedirg Kodispace 4SG TPS See Sheet 18 for Materials 71 - Quarex Super Spacer rJ(f 72 - Quarez Duraseal Spacer 73 _ Cardinal � Edge Spacer 7q _ pow 791, 899 or GE P00 Backbeddng Silicone M IAM I-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidadg"t/teonomy � —• sees •e•er• • • ••seer • • • sees•• SCOPE: • " • ' ' ' • • • .sees. This NOA is being issued under the applicable rules and regulations governing Me lase of *construction materials. The documentation submitted has been reviewed and accepted by MiamrYlade CWir t06RER • Product Control Section to be used in Miami Dade County and other areas where !hod by the A liority • • Having Jurisdiction (AHJ). ' • • • r sees•• This NOA shall not be valid after the expiration date stated below. The Miauria—D ie Codr"'Pfoduct. Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami,-.)•1a*e County4reserve:"e••� the right to have this product or material tested for quality assurance purposes. If this product 4smaterial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets I through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, 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 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. 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 and renews NOA# 16-0629.21 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 Manuel Perez, P.E. NOA No. 17-0614.14 MIAMI•DADE COUNTY r� Expiration Date: April 11, 2023 ' Approval Date: September 14, 2017 / Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED YYY�1 ...... �• • • • DRAYVINGS '. . Y Y Y 1. %Unufacturer's die drawings and sections. • • • • • • • • %Pxbmitted under NOA No. 12-1218.09) Y...; 2. "* *Mftwing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", • •• •::S*,q,0ets 1 through 11 of i 1, dated 08/08/12, with revision C dated 05/25/17, signed and • Y•; •..;.. ..., ,,.filed by Anthony Lynn Miller, F.E. ...... . .. .. .. �' • : • • • : 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 • • • • • • 2) Large Missile Impact Test per FBC, TAS 201-94 •..:.' 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.21) 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 CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying 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). Manuel rExam E. Product Contro�4-14 er NOA No. Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •!.• E. MATERIAL CERTIFICATIONS . . ` **of " "..... 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Ame;mn, Anc, for tjeir •, "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayefs":Mted 01119/17, expiring on 07/08/19. 00*00 �" ...... 0 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amef"Jhc. for'ti12h• ..... "Kuraray SentryGlas® (Clear and White) Glass Interlayers::dmod 06/294S,. • • • • • expiring on 07/04/18. •• •' """ . . . . ...... F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Editi8n:(2014) and with: FBC 61b Edition (2017), dated August 29, 2017, issued by manufacturer, litmd and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. Manuel Pefe4 P.E. Product ControVExAiner NOA No.-0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 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 1-1n" 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 1-112' 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 STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE 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 33-113% 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 WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579.3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL Glass Types Sheet # 1 5116' Lanni (1/8 An -.090" PVB - 1/8 An) 5 2 7/16' Lami (3116 An - .090' SG - 3116 An) 6 3 7/16" Lami (3116 HS - .090' SG - 3/16 HS) 7 4 718" Lemi. IG (1/8' An - 7/16' Air - 1/8' An - .090' PVB - 1/B' An) 5 5 7/8"Lami.IG(1/8"T-7116'Air-1/8'An-.090 PVB-1/8'An) 8 6 718" Lam. IG (3116• An - 1/47 Air - 3116' An - .090' SG - 3/16' An) 9 7 7/B' Lami. IG (3/18' An - 1f4' Air- 311(' HS -.090" SG - 3/16' HS) 7 8 718"Lami.IG(3116'7-114'Air-3/16'An-.0B0'SG-3/16'An) 9 9 7I8'Lami.IG(3116'T-1/4'Alr-3/i6'HS-.090'SG-3116'HS) 7 'PVB"= TROSIFOL VB BY KUHA KAY NNen ^ Iry . 'SG"=SENTRYG BY KURARAYAMERICA. INC. DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . • • 5/16" LAMINATED GLASS STACK • • • • • 3T WIDTH • 25.476' MAX. O.C. IF WIDTH IS EXTERIoa UNDER 33.476' (HEAD & SILL a 4" MAX r—� B, SEE SHEET 2 I T E — i • i 17.1n• 1 !� MAX. A i \ A. SEE O.0 GLASS TYPE 1 SHEET 2 I 7/8' NOM. 7A1' NOM GLASS STACK 5/16' LAMNATED GLASS STACK 7116• LAMNATED 6" MAX. GLASS STACK \ O.C. 1A55 STACK 1 I /B' ANNEALED GLASS 3H6' ANNEALED OR V16•AIRSPA .09e TROSIFOLOPVB 1/4'AIRSPACE HEAT -STRENGTHENED GLASS 69" I / USE ANCHOR BY KURARAY .090" SOP BY KURARAY VISIBLE I PAIR AT EACH 1/6'ANNEALED OR ""AMERICA. INC. 3/16 ANNEALED �' AMERICA, INC. LIGHT I rL JAMB IF TEMPEREDC- --- HEIGHT HEIGHT IS (DLO) I / / 26" OR OVER EXTERIOR a / 37 � HEIGHT I / 3 I I / I I/ ! I 1 I —► B 14-172' MAX. O.C. IF WIDTH IS 4' MAX. 33.476- & OVER (HEAD & SILL) 30' VISIBLE _ r~— OPENING (DLO) �I TYP. ELEVATION OF CASEMENT WINDOW CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDMON -ASTM E1300-04 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •ANSI S100.12 •AISC 36D-10 GENERAL NOTES .............................1 ELEVATION....................................... 1 GLAZING DETAILS ........................... 1 INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILS/BOM.............. 10 EXTRUSIONS/SPACER .............. _... 11 �.j.�N ."..... NO.58705 E A O S ?. %��''• F(OR10P••' �.�� 910NAL A. LYNN MILLER P.E. '— t • • 7M6'LAMINATED GLASS STACK .090'TR&IFOL*" • • • �BY KL�AY • • �1gg'�NIET.LE�R .09TSG•eYKURARAY AMERICA, INC. AMRBCAa1C. • HE7f "ENeMErD • • • • • GL}i5S 3/1e ANNEALED OR OR __ L)• • HEATSTRENGTI _1�• GLASS EXTERIOR 38 CLASS r a � 1 01/16'r&LASS BkTE • • 11/16" GLASS BITE S • • • • • •• SO GLASS TYPES 2 & 3 1,,8• ANNEALED 36 3116• ANNFALEO OR iHEATSTRENGTWNED GLASS EXTERIOR BITE a 11/16' GLASSI 'I 11/16• GLASS BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 TB'NOM. GLASS STACK ANN LAMNATED IL� GLASS 6TACK 311, ANNEALED OR /NEATSTRENCTM ENED GLASS .090' SG• BY KURARAY —AMERICA, INC. 3116' ANNEALED OR -- HEAT -STRENGTHENED GLASS T 11/16" GLASS BITE 11C AIRSPACE- 3116' TEMPEREO " /cnV P20DUCT REiSFD 32 �J xs »mpllvtg with the Florida GLASS TYPES 8 & 9 Building Codc EaepaDcef -O(o!Q •J¢ Redsed By: Dots Revision: JR 05/25/17 UPDATED ANCHORAGE B ASa$ Prm1Nc[ PER FIG 2117. Rev;s d By- Date: Revision: ® Descr;P:ion: Drawn By: GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE Dale: N. VENICE, FL 34275 (941) 480-1600 rtle: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 CDPYRgW C M1T Or INDUSTRFA NG. Sao1e: Sheet: Drawing At..Rev: ALL RIG'"$1�"VED CA-740 NTS 1 OF 11 MD-CA740-LM C t INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 35-37 ATTACHEDTO FRAMEJAMB Y EXTERIOR ATTACHED TO r VENT JAMB L 81 WINDOW HEIGHT VISIBLE � LIGHT HEIGHT (DLO) ATTACHEDTO FRAMEJAMB ATTACHED TO VENT JAMB TYP. ANCHOR TYPE, EMBEDMENT AND EDGE - DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. CONCRETE - EDGE DISTANCE CONCRETE/CMU PERANCHOR EMBEDMENT REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT \ AND EDGE / DISTANCE PER / SUBSTRATE, SEE TABLE 3, l/ SHEET4. EDGE 1 DISTANCE EMBEDMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 114" MAX �— SHIM ATTACHEDTO VENT SILL BUCK WIDTH A C 9 0 BELOW OPERA- 41 82 ' ATTACHED TO VENT SILI VISIBLE LIGHT WIDTH (E FOR SNUBBER REQUIREMENTS, SFF TARLF 4. SHEET 4_ OPTIONAL ADDON �— FLANGE @ HEAD, SILL 8 JAMBS CFF 11FT011 JAMB NOTES: Al, BE HARD- 1) USE ONLY SUBSTRATE -APPROPRIATE WARE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE BUCK DISTANCE LIMITS. ANY INSTALLATION HEIGHT OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ATTACHED FRAME 2) ALL WOOD BUCKS LESS THAN 1-112' A JAMB THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS �-- 10' 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. MAXIMUM SHIM THICKNESS TO BE 1/4'. h4i 19 84 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM EMBEDMENT INSTALLATION PER ANCHOR OPTION 3 REQUIREMENT C* INSTALLATION ANCHORS EDGE DISTANCE THROUGH IX BUCKSTRIP VERTICAL SECTION B-B .�` LYN ."/. ' pN .N ..... .. _ * ; No. 58705 * = �o ( 10NAL ECG: '111111101\\ A. LYNN MILLER P.E. INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE .DE APPROVED LION, ALUMINUM, EL FRAMING OR STEEL STUD. WINDOW WIDTH EXTERIOR HORIZONTAL SECTION A -A EGRESS FORMULAS: 15 WIDTH/2 , WASH HINGE: WINDOW WIDTH-13-1 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 1 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT- 6 COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT- 7 WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. !� SEE TABLE BELOW: MAX L—_t► SEE DETAIL A2, BELOW Additional Anchor Reomd on each Side of the Frame A1:Gembly Tube (FAT) LL window Width Anchor pe A B, C 6 D 28 1 1 t- lai Window Height Anchor Type A B. C 8 D 17'-25.9' 1 0 26'• 1 1 PRODUCT REV ISF3) ss coa:plying with the Fhcide Building Code Ac Tls ce No 17-0614•-14- raOoa Dine a1 •• • • •• • • •• • 0—iplion: I Drawn By: CROSS SECTIONS & INSTALLATION J ROSOWSKI 1070 IECHNOLOGY DRIVEN. VENICE, FL 3<275 erne• • • • 000 • • Date: (941) 460-1600 CA$EME4 %VlNQOW Dtj4IL$ ELM & SM 08/08/12 COPYNGW O Z17 PGT NDUSTWSE, WC : y� 1: • Isis S eeL • • Drowing No. Rev: CERT. OF AUTH. lf29296 es Ae740•• PS 2 bF 1q MD-CA740-LM C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CASEMENT (X) WINDOW �IW HEIGHT y WINDOW WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW I I FOR SINGLE UNITS: 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 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET2. ... . . . ... • . . .. .. . . . .. .. . • . . . . . . . . CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (NCO) SEE NOTE 7, THIS SHEET • • • FIGURE 2: 740 SERIES /� • • AWNIN/ �u WINDOW FIG I I 1 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDDOW TUBE WINDOW I 1 I MIN. # 12 X V SMS —THROUGH D FRAME ••• ••• ••• 1•• ASSEMBLY TUBE ••• • • • • • FA�EA�LYtt" NOT@S: 10', SEE NOTE 7, THIS SHEET D \ • • 1 NS S•SHRy'•.•,',y'^R� • • • H \ 740 SERIES • • T!TJ.TI E ONS FOR 1A —CASEMENT —� INDIVIDUAL WINDOW. FOR SIZES NOT WINDOW / SHOWN, ROUND UP TO THE NEXT Lj / AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. E FRAME 2) ANY 740-SERIES PRODUCT -- ASSEMBLY_ (CASEMENT, AWNING OR FIXED / —E TUBE CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR / 740 SERIES ALL WINDOWS, USE THE WINDOWS FIXED DIN" NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 'SEE PRODUCT'S NOA FOR 3) ALL WINDOWS IN THE INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO Ir COMPLY WITH THE INDIVIDREQUIREALLYMENTS REQUIREMENTS OF THEIR RESPECTIVE NOA. HOLES MIN. #12X LL 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FRAME 740 SERIES CASEMENT EXTERIOR ASSEMBLY WINDOW ,I-L, TUBE WINDOW WINDOW EXTERIOR HORIZONTAL SECTION C-C 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES 740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING CASEMENT DETAILS, WITH MIN. #12 X 1- SHEET WINDOW, WINDOW METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. FRAME ASSEMBLY AS — SEMBLY TUBE 5) THE FRAME ASSEMBLY TUBE MAY TUBE NOT EXCEED 62' IN LENGTH (AS USED MIN. # 12 X IN A 63- FLANGED WINDOW) OR BE 1' SMS USED IN TEE OR CROSS 740 SERIES THROUGH CONFIGURATIONS. CASEMENT WINDOW HO EASL.LATION 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR Sl JOINTS TO BE SEALED BY INSTALLER. 740 SERIES EXTERIOR IM FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E_E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 8 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLY TUBE- OR -DESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Slds of the Frame Assembly TUbe (FAT) r LL E Window Wldth Anchor Type A B, C 8 D 17' - 25.0' 1 0 > 26'+ 1 1 I- u •� Window Height Anchor Type 17' - 25.9' 1 0 = 26'+ 1 1 FPC�IICT REVISW t�or,•.ply:rg with tit Fk6la 3,i1 imp Cndc A«G�:AaCt No 1 - 0 14,14- w tim Date By ;^.1-- ti Tvdlxt 0 r Z U LLLI 0 QU) ca 0 o J U r J_ Z 0 Q LL .. 0 w 1 j c•`) f` N D 0 F 1n N to 60 o 00 J 0 NZ 5 O m w Tn Z Y Y U7 U) Q W O-0 m 0� 'Q W U) �Q U IX o o LIL U LYN ��'�. ....... N,y? �'t .'• `1GENSF'••. * No.58705 "siS/ONA� E?.�`. `` 'A,Lr lkltb R,tP.E_ P.E.# 58705 Window Anchors Required Window Width (m) under 23' 1 25-1516' 27-3/4' 3D' 33.1/7 35, 37- Anchor Group I Anchor Group Anchor Group Anchor Group Anchor Group Anchor Croup Anchor Group A B C D A B C D A B C D A B C D A B C D A 8 C D A B C D Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 23' His Sal 2 2 2 2 3 2 2 2 3 2 2 2 { 2 2 2 4 3 2 2 4 3 3 3 5 3 7 3 Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 25-15/1r Head/Sal 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 5 3 3 3 5 3 3 3 Jamb 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 35.3/8' HeeNS• 2 2 2 2 9 2 2 2 3 2 2 2 1 3 2 2 4 3 3 215 3 3 9 5 4 3 3 .Iamb 6 4 { 4 8 6 4 4 8 8 4 4 5 6 4 4 B 8 4 d a 6 4 4 B B 8 4 4r H."Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 E Jamb 8 6 4 4 1 8 6 4 4 a 6 4 4 8 6 1 4 4 10 6 6 4 10 6 6 4 10 8 8 4 50-5/5' HeadBil 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 9 3 Jamb B 6 6 4 10 6 6 4 10 6 6 4 10 5 6 4 12 8 6 4 12 8 6 4 12 8 6 4 Head/Si1 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 Jamb 10 6 6 6 10 6 6 6 10 8 - 6 6 12 8 6 6 12 5 6 8 12 8 6 6 12 6 6 6 Heed/Sa 2 2 2 2 3 2 2 2 3 2 2 2 / 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 Jarr! 10 5 6 6 12 e 6 6 12 8 a 6 14 8 8 6 14 8 8 6 14 8 8 8 14 B B 6 77 Heed'Si1 2 2 2 2 3 2 2 2 3 2 2 2 1 3 2 2 4 3 2 2 5 3 3 3 5 9 9 3 Janb 12 8 6 8 12 8 8 6 14 B 8 e 14 f0 8 5 14 10 8 a 14 10 8 6 14 ID 8 6 7r Hsed/Si1 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 ♦ 3 2 2 4 3 3 3 5 9 3 9 Jan• 12 8 8 6 14 10 8 6 14 10 8 6 16 10 8 a 18 10 B 6 Head/Si1 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 r)wo 2) FOR SinIZa rouTn rvnW.LLrT�«NE;�TAALAE .W��H O,R.,.H,E.,IG.H,T DIMENSION .SHOWN .. ON THE' .TABE.... — Carp Anchor Substrate Min. Edge Oistarce Min O.C. Dlat•ce Min Enibodff Anchor Plate Required? $12. steal SMS (435) S. Pins Slr 1' 1 No � Alum. 31' &r .osr No A36 Steel 31' sir A50' No A653 Stud. Gr. 33 YW SW .D45'20 Ga. No A a14, steel SMS (GS) or a14, 410 SS SMS 3. Pine 5/r 1' 121r W 808345 Aker. 3/r w .osr No A36 Steel 316" 5fr .ow No A653 Studr. 33 G 3/r 5/6' .04V. 20 G. No B 114' steel U•scon 2.&% Concrote 2-1/7 4' 1-ur No Hollow Biock 1' r 1-114' No Hnikav Block 2-7/7 5' 1-114, No 1/4' steal Uaraoon Hollow Block 1' r 1-lie Vea c lie 410 Ss QsroFiea 3.35k c matte M0bw Ilkck 1' Y 1_/1r No 2-117 51 1-1/r No a12, steel SMS (G5) ora12, 410 SS SMS S. Ph. 51' 1' I.31r Yes 6063-1`5 A4m. Is. 5rr .071Y Yes A36 Steel 3W 5fir .D5(r Yes A553 Stud, Gr. 33 318' sw .O4r, 18 Ga. Yes a14, steel SM5 (135) or a14, 410 SS SMS S. Pine 5rr 1' 1J18* Yes 6063-75 AWm. 31' 5'r .0713' Yee A38 Steel 11' 51r .050' Yes A653 Stud, Gr. 33 3/8' Sr .D4518 Gs Yes D 1/4' steal Uhrscm 2.851, Concrete 1' 4' 1-1Ir Yes 2.851, Concrete 2-10 r 1JIr Yes HoOew Block Filed Block 2-1/7 2-1/7 5' 4- 1-114' 1JI4' Yes Yes 1/4- 410 SS CreteFlex 3.35k Concrete 1' r 13/4' Yes 3.35k Concrete 2-1/7 r 1' Yes Hollow Bock 2-11 1 r 14/4' Yes Y1r steel latrecon 3.1k concrete 1-1/4- r 144' No Hollow Block 3-1/r S' 1-1/4- No Filed Block 2-1/7 5' 1-3/4' No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3)ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. Jamb Snubber Locations Glass Type: PVB SG (Types 1, 4 & 5) (Types 2, 3 & 8&) z 83' None IT Max. from and Required each end & 3(' each _ Was O.C. 17 max. Pom IT max. from o'sr each end & 3(r each end & 30' Max: O.C. max O.C. 'PVB"= TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG-= SENTRYGLAS®SY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16' HEAT -STRENGTHENED, LAMINATED GLASS, 1/4-MASONRY ANCHORS INTO CONCRETE, +70P85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING(HEAD & SILLS FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34- X 61- FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Materiel Min. F, Min. F„ Steel Screw 92 kill 120 ksi 410 Screw 90 ksi 110 ksi Eko UkmCon• 155 ksi 177 ksi 410 SS Elco Cror4Flsx• 127.4 ksl 189.7 kill 606345Aluninurn 16 ksl 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 kill 45 ksl SAMPLE CONFIGURATIONS: NOT ALLOWED WITH FRAME ASSEMBLY TUBE { Lam_ 10' 10' 4^�� ' 4 '4' — 4 4' - • • • • • • • • • • • • • • • • • • • • • • tOT?tJC!' KF,ViSE{] a cempiying v itb the Fkrida Duiidiog Cnde 1 14,4 ,tccrlrtmtce No �:r'iratioa L'arc L'y 't.•:1ani ,. rr prv�xt C. Ye1 i 2 J O c!1 z U o ❑ J � t t— J LL Z H mo d d Q 0 W Z a � Z W aU tW/) So NZ jY oQ �u LNNNM� Ar ,,��: No.50705 4�* ?ONAL E," �'1111111111k1t A LYNN MILLER, P.E. P.E.a 58705 Design Pressure (psB for Single Windows, AN Anchor Groups Window Width under 23" 2515/18" 27-3/4' 3U' 33-1/2• 3S 37' under 23' ♦701-00 +7a-90 +70/90 +70190 +70190 +70t90 +701-90 25.15/16- +701-90 +7a90 +701-90 +701-90 +70/-90 +70/90 +70/-90 38.9/8• +70140 +70/90 +70190 +70/-90 +701-90 +70/-90 +701-90 48' +70/-00 +70190 +70190 +701-90 +70/-90 +70/90 +70191 50-518' +7a-90 +701A0 +701-90 +701-W +701-90 +70(90 +701$9.2 60• +70190 +70190 +701-90 +701-88.5 +70/-80.8 +701-T7.7 .701-74.3 63' +70/90 +70/-90 +701-90 +701.84.3 +7a-76.5 +701-737 a701-70.1 72" +70190 +7aA7.2 +701-77.7 +60/-71.5 +60/- 62.4 +Bd- 60.9 76" +70190 +7a94.8 +7a-75.7 +197.3 +/- 58.9 +l- 57.2 +l- 55.6 ea' +7a90 +7a9D.a +7aa1.3 +6a-621 a-sa.z . . . . . . . . . . ... . . . . a:. . . FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB -118 AN) •is • • • • • • • • 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8- AN - .090" $VS -1/Z' At) • •: . • i •: : "PVB•= TROSIFOLWPVB BY KURARAY AMERICA, INC. • • • • • • 000 • • T__ WINDOW [I • • • •• • • •• • • • •• HEIGHT �WINDOW� WIDTH SEE SHEETS 1 & 4 FOR •• ••• • • • • • •• WINDOW ANCHOR LOCATIONS AND QUANTITIES. TABLE 6: Design Pressure (pal) for Windows Attached to a Vertical Frame Assembly Tube D Window Width under 23' 25-15/16" 27-&4' 30" 33-ltr 35' 37" Anchor Group Anchor Group Anchor Croup AnchorGroup Anchor Group Anchor Group Anchor Group A I B C D A 1 B C&D A B C&D A B C&D A B C&D A B,C&D A B,C&D under W' +70/-90 +70/-90 +701-90 +701-90 +701-90 +70y�0 +701-90 +7a-90 +701.9D +701-90 +70/-90 +7a-90 +70/-9D +701.9D +70/-90 +701-90 +701.90 +701-90 +701-90 +7N-90 25.151115' +701-90 +70f-90 +70/-90 +7D/-90 +701-90 +70/.90 +701-90 +70/-90 +70l.0 +70490 +701-90 +70/.G0 +70/-90 +701-90 +701.90 +7D/-90 +70/-90 +701-90 +701-90 +7a-90 s 3"9" +70/J0 +701-784 +M-W +70l-90 +70lA4.5 +701-90 +70/-9D +7o/-79 +70/_90 +70/-90 +70/-73 +701-90 +70/-90 +70/.81.8 +70/-90 +70/-90 +70(-78.3 +701-90 +70/-74 +7 -90 i 48' +701-76.2 +1.61.1 +701-73.1 +701-90 +l-67.5 +701-90 +70/-9D +/83.1 +70/-90 +7U1-9D +/-58.4 +70/-90 +70/-90 +/-65.4 +701.83.9 +70/-90 +/-62.6 +70/-90 +/-W.2 +701.90 50.518" +70/-723 +1.57.9 +/�.3 +701-90 +/-64 +701-90 +701-90 +/-%9 +70/-90 +70/-90 +/-6&4 +70/-W.7 +70(-90 +/-62 +701.79.5 +70490 +/-W.3 +701-90 +/-%.1 +70/-89.2 60 +1b1 +148.9 +1-58.5 +70l-90 +/-54 +7W-W.6 +70/-90 +/50.5 +70/.81 +701-90 +/-08.7 +7W-74.9 +70/-88.5 1I _3 +/-67.1 +701-80.3 +/-60.1 +701-77.7 +/-47.4 +70/-74.3 63" +/58.1 +/.46.5 +/-55.7 +70188.7 +151.5 +701825 +70-90 +1d8.1 +7W-77.1 +70/-90 +/�4.5 +70-71.3 +701-04.3 +1-09.8 +163.9 +70%76.5 +/�7.7 +701-73.7 +145.1 +701-70.1 Design Pmssus (ps0 for Windows Attached to s HDrhontW I'mrw Asserbl7 Tube WdM DWsdwv under 23' 2515/1G 273/a' 30' 3}1/Y 35• 3r Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor C-p AN AN At AI A B C&D A B C&D A B C&D under 23' +701-90 +Td-90 +7d-00 +7d40 +7d-00 +70/40 +7d40 +7d40 +7d-W +701-90 +70/b7.6 +7d40 +7d-00 +7d-00 +7d-90 +7d-9U +7d43.8 +T0 9D +7d-00 +7d90 +701-90 +7pb7.6 +Td-79.2 +7(9-00 +7d-00 +7d-90 +7d40 +7d40 +70140 +7d-90 +7a40 +7d-00 +7a-00 +7ad0 +7a-00 +7d40 .7d46.8 +7dd0 +7d40 !.7d40 +7d-90 +7d40 +7d40 +Td90 +7d-00 +701-00 +7d-90 +7d40 +7d-00 +7d40 +7d-W +7d40 �t+701-90 +7d40 +Ta40 +7d40 +7a90 +7a40 +70140 +7a40 +7d40 +7a40 +7d-N.2 +7a492 +7a49.2+701M r72' +7d-00 +701-90 +7WN.5 +7d40.6 +701-W.6 +7db0.6 +70/-77.7 +7d-77.7 +7d-T7.7 +7D'-74.3 +7d-74.3 +70/-74.3 +701m +7d-90 +701-W +7db4.3 +701-76.5 +7d-76.5 +7d-76.5 +7d-73.7 +1d-73.7 .7d-73.7 +7d-70.1 +7d-70.+7d40 +7db7.2 aTol-Tr.7 +701-71.5 +M-62.4 +8d-WA +W-62.4 +6db0.9 +Bdb0.9 +6db0.9 +/59.3+139.3 a1b9.3+7d40 +7d44.fi +7d-05.7 +Ib73 +/b&9 a/b69 +Ibe9 +Ib7.2 *1b7.2 +/57.2 +/b5.fi +15&6 Hb5.6 +7d-0o ald-004 +7d-71.3 .6db2.1 +lb4.2 1 +/44.2 H51.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REOUIREMENTS. WIND FRAME HEIGHT ASSEMBLY TUBE 10• MAK- ADDITIONAL ANCHOR (4), IF REQ. I ~i WINDOW WIDTH H t_ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. ASSEMBLY TUBE T T WINDOW HEIGHT WINDOW __{ WIDTH ADDITONAL 'r'NCHOR SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCTREVISED xs cunplying with the F40[i�f [3uilQin; Cade Ilcccptot:ce No 1-obJ4.• t5zriairn Dale _ f I.u.: f s-�FroduN t.ofico! (J U J 11.1 0 v Lij Q Cn z 11. U LU Z c J LL D O W W r C14 0- O W N o Q. p u� tC0 oD 0 Z O o° O � Z LU t1 W (n OZ mfi o 0 W� Q O m O .gfn fn SO � „W uQ ,n �n/o Ri Z l.iv soz : x UZ�yy C I 0 a� * : `No. 587MA 05 pQ hF:'(uCC/Ir "',/S/,GNAT El? A./L" 69LLP.E. P.E.R 58705 FOR GLASS TYPES: TABLE B: MODUCT REVISER 2) 7/16" LAMI (3/16 AN - .090e SG - 3/16 AN) m-pying with the Ronda $.:+e.ra cove 'SG= SENTRYG Y KURARAY AMERICA. INC. A ccpuotc� No / -0 -.14- i? 'ration DWi # �^ 7r WINDOW Muni eek'pcoffitstS98X5� HEIGHT WINDOW -I WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. J LLJ H Z Ci p 0 ap LLJZ o� TABLE 9 r (L J_ LL sp O Q O W W % a p CN W Lu p a H N O 0: p -aZ 80 8o U) Z O O Z w in (bo Lu Lu FRAME 9 O m O � V) \ V 1lY MAX. -+� I� ASSEMBLY p I LLI o Q TUBE x o o C) V r°n TABLE 10' ro WIN ° HEIGHT FRAME HEIGGH� ASSEMBLY OJ 4 to • x TUBE DDITIOWINDOW WIDTH ANCHORS ti a 10'MAX U_l. z3 (<). IF REQ. r w e g U SEE SHEETS 1& 4 FOR WINDOW ANCHOR o w p ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET no (4AT)dCIFFiO 3 FOR ANY ADDITIONAL ANCHORS U REQUIRED FOR THE FRAME ASSEMBLY W� • •T09Fi • • • • • • • • ��NY LYN)y -I I� . . . . . .. o...........M ', WIDTH • • •• • • • • • ��.•'�7cENSF' ��! SEE SHEETS 1 & 4 FOR WINDOW ANCHOR • • • • • • • • • • • Q�'•-' - :F� LOCATIONS AND QUANTITIES. SEE SHEET • • • • • • • • • • • • • • • • • • • • • No. 58705 3 FOR ANY ADDITIONAL ANCHORS REWIRED FOR THE FRAME ASSEMBLY q I ^y TUBE. •••. l l 7 :. •• • • • • ••• • ii NOTES: • • • • • • • • • • • • • • 'NAI 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • A. LYI-!♦1 M1II�LER P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.458705 Design PreulAe Uxn for Single Windows, AN Artdlor Groups Nhldow W4dth tinder 23' 25-15116' ?7-3r4' 90' 331/2' 35' 3T molder Zr +BO/-130 +Oq-130 +90'•130 +90/-130 +9d-130 +gd-130 +90I-130 25-15116' +Ba-130 +1X)/-130 +Bd-130 +9a-130 +gd-130 +9d-130 +9d-130 3b3l8' +BO/-OW a9d_130 +9d-130 +9a-130 +9d-130 +9d-130 +9d-130 46' +Ba-130 +Bd-130 +9d-130 +901-130 +9d-130 +9d-130 ,9d-130 565lS +Ba-130 +9d-130 +BO/-130 +90/-130 a9a-130 +gd-730 +Bd-130 80' +Bd•130 +9d-130 +Bd-130 +lid-130 +Sid-130 +gD1.730 +90/•130 63' +g01.130 *901-130 +9d-130 ,gd-130 +9d-130 +Bd-130 +90/-129.8 72' +Sid-730 +9a-130 ,g0/-130 +9d-130 +gd-129.1 +9d-122.5 +Bd-113.8 76' +90/-130 +Bd-130 ,9d-730 +130 +9D/-124.1 +9d-116.7 «ga-107.8 84' +1)a-13D a901-130 +9d-130 +Bfy-130 +Bd-116.4 Design Pressure (psfj for Windows Attached to a Vedkal frems Assemby Tube N4ndow Width m under 23' 25.15/18' 273'4' 30" 39.1/r 35' 37` Anchor G Design Pressae (psi) tr Wudows Attached to s MoresrdW fzm• Assemdy Tubs Witld1 RWmdaw radar 23' 2b1S16' 273'4' 30' 33-7? 35" 37' Arches Group Anchor Group Anchor Getup Anchor Group Anchor Group Archon doup ArchorGmup All AN AM AB A 0 CaD A B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure (pst) for Single Windows, AN Anchor Gmups Window Width under 23" 25-15/16• 279/4' 30' 33-172' 35 37- under 23' .Sa-130 +901-M .9-130 �-130 +9a-130 +90/-130 +901-130 25-15/16' +9a-130 .901-130 +901-13 +9a-130 +90/-130 +901-130 +9a-130 3B-yr .9a-130 +901.130 +9-13 +D-130 +9a-130 +9a-130 +a-130 m 4r +9a-130 +90030 +Sa-130 +Sa-130 +9a-130 +9a-130 +9a-130 50-5/ir +901-130 +9a-130 +91-130 +90-130 +9a-130 +90/-130 +90/-130 60' 9-130 +9-130 +901-130 +901-130 9a-130 +9a-130 •99aa-•113300 +a10 +901-130 +901-130 +901-130 +a-130 7 +901-130 +9(YA30 +9-130 +901-130 +9a-130 +901-130 +9a-1302 76" + +a--130 930 +-13 +W-130 +901-130 +901-130 +901-130 a30� +90/-130 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) • • • • ' ' • 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3116" HS - .090" S6A- 3/16b HS) t • 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16' HS - .090" SG "16;02) • • • • •SG'= SENTRYGLASBBY KURARAY AMERICA, INC WINDOW HEIGHT F-1 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES . ' . PRODUCT BE111I f • • • • • samPr�B wirb dsc Fmrida • • • • SuiiJutcc 14 • • F_apiraacu Date By F�liamr ode PmduclC o! • • • • • I - • • • • • • • • • t • •• • • • • ••• • •• ••• • • • • • •• TABLE 12: Design Pressure (pan br Windows Attached to a Vertical Frartr Asasmbly Tub Wbdow Width m under23' 25-15716' 27•y4' 30' 331 R' 35' 37' Anchr Group Anchor Group Anchor Group Anchor Group Anchor Gm* Anchor GF.W Anchor Group A B 1 C D A B CdD CBD A B C D A 8 C D A B C D A B C D under 23- +7a-90 +701.90 +7a90 +70190 +7a-W .7a90 +70190 +90 +7a-90 +7a90 .70190 .7a90 +70190+7a-90 +7a90 +7a-90 +7a90 +7a4D +7a90 +7a-90 +7a90 +1a90 +7a90 +7a90 +7a90 2S15/1e• +7a90 +7a90 +7a90 +7a90 +7a90 +7a90 «7a90 +90 +7a90 .70190 +7a90 .70190 +7a90 +70190 +70/40 +70190 +7a40 +701-90 +7a90 +701-90 +7a90 +70190 +7a90 +7a90 +7a90 +7of-9D +7a-76.4 +7a90 +7a90 +7a-90 +7a90 +7a90 .911 MAS +70/90 +70190 +70/40 +70d40 +701-90 +7a90 -70190 +7a90 +7a90 +7a40 +70190 +7a90 +701-90 +70190 +70190 +70/90 +701-90 .7.-73.1 .7a9g +7a44.4 +70190 +7a90 +790 .7a90 +701-73 +7a90 +7a90 +70190 +7a-78.5 +7a90 +7aA0 +T0190 -701.75.1 +7a40 +7a-90 +701-90 .7014Z9 +7a-80 +7a90 +7a-90 +701-723 .1-57.9 +199a +7a90 +7a9o.1 +7a90 +7a90 +7-.7a90 +1�.z +7a-0B.7 +7a40 +7a9g +7a-74.4 +70190 +7a90 +7a40 +7aa1.2 +7a90 .ro90 +7a-90 +7a-78.8 +7a-09.9 +701-90 +7a90 ./-61 +/4&9 +/SB.S +7a-90 +197.5 +70/98.6 +7a90 +-01 +701-00 +/u'8.4 +7a-74.9 +7a99.8 +7a90 +/•628 +7a-S1.9 .7a40.3 +701-90 +/9a1 +7a90.2 +7a-90 +701-90 +/46.3 +7a-75.9 +7a90 +701.90 +l-W.7 +7a-88.7 +1443 +7a925 +7a90 +-77.1 +7a90 +/55.6 +701-71.3 +701-85.3 +70190 +/-59.8 +70/-79.9 +70/-7&5 +70/90 1 +1-57.2 i +70/J6.4 +70/-90 +701-90 +/93.1 +701-723 +70146.5 .70140 Design Pressure (psfr for Whdowa Attached to a Horizontal Frame Assembly Tubs Window Width under23' 25-15/18' 27J/4' 30" 33-1/2" 95' 77' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All A9 NI A B 1 C&D A B 1 C&D A I B I C&D under 23' .70/-90 +70f90 .701•90 «70190 +701-90 +70147.8g+701-90 +7a-90 +7a43.6 +la•90 +7a4o +7a-79.2 +7a-80 2515118' +7a-90 wa90 +701-90 +7a90 +701-90 +7a-90 +70190 .70190 +701-90 +7aa7.6 +7a-90 +7a•90 38.3/8' .7a40 +70140 +701.90 +701-90 +7a-90 -7a-90 .7a90 .7a40 +7a40 +7a90 +7a40 +7a-90 4W .7a40 +7a40 .70190 +7a90 +7a-90 +7a40 .7a40 +7a-90 +7a40 +7a40 +7a90 +M-90 50-5/9' +7a-80 +7a40 +701-90 +7a90 +701-90 +701-90 +701-90 a7a-90 +7a40 +701.90 +7a40 -M-90 +7a-90 +70/-90 +7a-90 +7a90 +7a90 +7a90 +701-90 +70/-90 +7a40 +7a-90 +7a•90 .7a•90 er +7a40 +7a4o +70190 +70190 +70/40 +7a40 +7a90 +7a40 +701-90 +7a90 +7a90 +7a-90 7r +7a90 +7a-90 +7a90 +7a-90 +701-90 -7a90 +70190 +7a90 +701-90 +707-90 +70140 +70/-78' +7a40 +7a90 «7a90 a7a90 +7aA0 +7a90 +7a40 +70F80 +1a40 +7a40 a7a40 +7a•90 84' +701-90 .7a90 +70r-90 +7a-90 +7a40 +70190 NOTES: 1) SEE SHEET 4 FOR ADDITK & SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REOUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 1D' MAX. f ADDITIONAL ANCHOR (4), IF REG. tf WINDOWI WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 1 (•MA)c ASSEMBLY TUBE WINDOW HEIGHT WINDOW WIDTH ADDTTIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. � LLI Q r J n z V W Z �� D Q u- O w a LLI o .. t n (714 3 n o cr p mH N 0 nZ C:) o 00 Tn Z W O O Z w o v 0 � oC9 w m O U5 \ U o «W Q - •7 A 2� m 4) allo o rn coM����y H O� I •3 = z 3 Li 0 z U ANY LY/ft "",,, �a •......... 'Z1i LICENSE'•. C�� ` Qom: •.'p * ; No.58705 ' TE SS�ONAL� ENG. A LVI(11I1 AM�LER. P.E Design Pressure (psn br Sk4e Windows, A9 Anchor Groups Window Width under 23' 251511r 27314• 3W 331/2" 35" 3-r under 23' +70f-90 +701-00 +7a-90 +701-W +70f-W +701-90 +701AD 25-15116" «70/-90 .701-90 +7014)0 +70f-00 +7a-90 +Ta-00 +701-90 3831r -701b0 +701A0 +701-00 +70-90 +7a-90 +701-90 .701-90 45" +70tlA0 +Ta-90 +701-90 +701-90 +701A0 +701-90 +701-90 5"r +70f-90 +701-90 +701-90 +70150 +70f-90 +701-0D +701-W 6D" +70b30 +701-00 +701-90 +70/-00 +7(Y-90 +701-0B.6 +701$4.6 w +7w-9D .701-90 +701430 +701-90 1 +70f-67.2 +7a$4 +70f-79.9 7Y +7a-90 +7w�0 +7a4f8.5 +7a31.5 +60r.70 +Ba-89.4 +6a•67.6 78" +7a-90 +L.. +7w-08.3 +7a-7 +{;w�i'l.2 +.-65.2 +601-03.3 54' 1 +701-90 .701-90 1 +701-81.3 +601-70 +60131.8 FOR GLASS TYPES: 5) 7/8" LAML IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) •PVB•= TROSIFOL VB BY KURARAY AMERICA, INC. T- WINDOW HEIGHT WINDOW L WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (psl Ar WNdows Attached to a Vertical Frame Assembly Tub. Wow Width m vldar Zr 25-15116' 273/4' 30' 33-112' 35' 37• Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 1 8 1 C D A B C&D0+70f-90 B CAD A B C D A B C D A B C&D A B CAD under 23• +7w-90 +701-90 +7w-90 +7w90 +70/-W +701-90 +701-907a-90 .7w-00 .701-90 +7a-90 +7w-90 .70/-90 +701-90 +701-90 +7a-90 .70/-90 +701.90 +701-90 +701.90 +7a-90 +7ad0 +7a-90 25.1511E +701-90 +70;9W +7w-W +701-90 +701.90 +701-90 +7a-9070/-90 .701.90 +7a-00 +70/.90 +7a-00 +7w-W +7a-90 +70/90 +7w-90 +70140 +701-90 .701-90 +7a90 +7a-90 +70140 +7w-BO 3637r +7w-90 +701.76.4 +7a-90 +70/.W +7w414.5 +7a-90 +701-907a-00 +7a4D +Ta-T3 #701-90 +7w-90 +70•W +70/411.8 +701-90 +7aa10 -701-00 +7w-78.3 +701-90 +701-00 +701-74 +7a-90 +7a-80 46 +7aa6.z +/{1.1 +7a-73.1 +7a 90 +r 67.s .7a 90 +7w.9oa-0o ,7a 99 +r-Sees +7a-90 +Ta 90 ,7a�o ,.a +7a�3.9 +7aao +7 aao +r az.sSOdrr +7a4N7 +7w90 ,/-SB.2 +7w90+7a-00 +7w-72,3 +r-57.9 +/4t9.3 +7a-00 +r-64 +701-90 -701-907a41D +7w-90 .1.55.4 +7aA8.7 +7a-90 +7w-90 +/-62 +7a-79.s +7a-00 +7a-00 +/39.3 +701-90 +701-90 +/-s6.1 +7aB9.9 +7a-90 +/.61 +r18.D +r.s8.5,7w-00+fsa +701-08.6 +7a-907wd1 +70/ +146.7 +701-74.9 +7wd9.6 +7w-90 .IS2.3 +/fi7.1 +7a-80.3 +7a-00 +/.50.1 +7a-00.2 +7a28.8 +1.47.4 +7w-75.9 +701.84.8 63' +/-58.1 +/I&s «r•65.7 ,7w-08.7 +/-51.5 +70l412.5 +-7w-90 +148.1 +70/-77.1 +Tw-60 .r-Ms +7aa1.3 +7a-05.3 +7a-00 .149.8 +1.63.9 .70/46.5 .7a-87.2 +/<z7 +7aa6.4 +7a-84 +/J5A +7aa2.3 +7a-T9.9 Design Pressure (pcfj for Windom AVaehad b a HXtZorft Frame Assembly T10e YAM RWnOOW uMer 23. 25-t5r1r 27-Y4' 3tt 331IT' 35' 3T Anchor Group Anchor GrOW Anch. Group Anchor Grmy Anchor Group Anchor. Grmq Archor Gmq All AN AN AI A 1 B CAD A B CAD A B CAD unm 23' +70f-90 +701-90 +7d90 +70190 +7d-90 +701-67.6 +7d-W +7w40 +7dE3A +7a-90 ♦70r-90 .7d-79.2 +7d-00 +M-90 +7w-W +7a-90 +701-00 +7d-90 +7d-90 +7w-90 +7di0 +7a-90 +7a-90 +7d-07.6 +701-90 +7a90 fool-90 +70d-90 +7a-90 +7w-00 +7a-90 +7a-90 +7d90 +7d-00 +701-90 +7a-90 +70dA8.8 +7w-90 +7aA0+7w-90 +7tY-90 ♦7d-90 +7w-90 +7w-90 +Ta-90 +7d-0D +7d-00 +7w-90 +7a-90 +7(V-90 +7d-W +7d-00 +7w-90 +7d-90 +71Y-90 +70'-90 +7d-90 +7a-90 +7a-90 +70/40 +701-90 +701-90 +TaA9-8 +701-90 +7a90+70I-90 E25.1511ir +7d-90 +7d-90 ♦701-90 +7d-9D +7w-9+7d-90 +701418.6 1-886 +7a-0B.8 +7a-04.8 +7wd4.5 +7a94.6 a7d-90 +7w-90 +7a90 +7a-90 +7w-07.2 +ro1A7.2 +7w-07.2 +7a4M +7a-84 +7d4M+7d-T99 .71Y-79.9 +7d-79.9 +7w-90 .7d-9D +701-M,5 +7d-01.5 +6d-70 +6d-70 +6d-70 +8d9DA +W'EB.4 +fiwEBA +6aE7.6 +Wd67.6 +W,6T.6 .7w-00 ♦70/-90 +70d2&3 +7d-78.7 +0d4i72 +B0/4i7.2 +Bdfi7.2 +00/ffi2 +6d�2 +W-65-2 +SW-M3 +6dE3.3 ;W.633 +719-90 +70f90 +iw-81.3 +BOI-70 +Bab7.8 +6dLt.8 +fia4il.e NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T- WINDOW FRAME HEIGHT ASSEMBLY TUBE iL I 10" MAX. ADDITIONAL ANCHOR (4), IF RED. WINDOW I �i WIDTH t�- SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 1D•MAX. I ASSEMBLY TUBE T T WINDOW HEIGHT WINDOW WIDTH ADDITIONAL ANCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • •• • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROIXUK 7 REvISF r as cer-garltg with die Flans, u�ghuiidm& Coda A8mm t90 1 - �b ld•. 14- Expi Dsrc BF Miani'hst�+u� rjhpol 2 � J O < LLJ ZU F m F- (� Z J 6 g H D U Q LL e0 Ww 0 CO UJ u N 0 hZ go go Z W U) Cn o 0 O z w r- o � „w vQ 04 I • _ o Z uie S2 fl a x Fz� o� \\11111 1// u �pN`! ..... N Mir No. 58705 ,00. SATE' 7 .k/ ��•'•. FCORIOP.•'•.N is 0 A. LYNN MILLER, P.E. P.F-# 68705 Deslpn Pleasure (pso for Single Windows, All Anchor Groups Window Witlth uder 23' 25-15/16• 27.i14' 30' 1 33.1/7 35' 3r trader 23' +90/-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 25.15/16' 9a-130 +9a-130 +9a-130 P-2 +9a-130 +9a-130 +9a-130 +9a-130 +9a•130 +9a-130 48• +9a-130 *90/-130 +ga-130 +9a-130 +9a•130 +9a-130 50-51(r +90/-130 +9a-130 +901-130 +901-130 +9a•130 +90/-130 +901-130 60• +901-130 +90/-130 +9a-130 +901-130 +9a-130 +9a-135 +90/-130 63• +901-130 +8a-130 +90/-130 +901-130 +9a-130 *9a-130 +90/-130 7r +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 +Ba-124.6 +90/-115.7 76• +9a-130 +901-130 +9a-130 +9a•130 +9a-128.2 I +9a•11B.7 +901-109.6 84' +9DI-130 +9a-130 +9a-130 +91YA30 I+9a-11B.4 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG +3/161 AN) • • • : • : • • - 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SCy-•3i16" IN) • • •; ; • • •SG•= SENTRYGLA BY KURARAY AMERICA, INC. • • • • • • • • • • • - F-1 WINDOW HEIGHT SEE SHEETS 1 & 4 FOR WINO ANCHOR LOCATIONS AND QUANTITIES •• ••• Imo•• • • • •• • •• • • • • ••• • •• ••• • • • • • •• TABLE 18: Design Presawe (pso br Windows Attached to a Vertical Fmue AaaemNy Tube Window Width m urder23' 25-1516' 27-3r4• 30• 33-vr 3s 3r Anchor Group Anchor Gmup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B I C D A B C D A B C&D A B C D undler 23• +701-00 1 +70f410 +7a-90 +7a410 +7a-00 +70/-00 +70/-00 +7a-00 +70/-90 +7a-00 +701-00 +70f-W +7a-90 +7W-W +TW-W I +70f-90 +70/410 +M-90 +7a-00 +7a-00 +7a430 +7a40 +7a-00 +7a-00 +70t-90 2515/11P +7a410 +7a40 +70W +7a-90 +7a-00 +7a-90 +7a-0p +7a-90 +7aS0 +7a-W +70/-W +70/•W +7a-90 +7a-00 +7a-00 +701-90 +70/-00 +7a-90 +7a410 +7a-90 +7a-90 +70/-W +7a-00 +7a-00 +7a410 38-3/B• +701-90 +701-76.4 +7a-00 +7a-00 +7a-00 +7a-00 +7a-00 +M-90 +7a-00 +M-90 +7a-00 +7a-90 +7a-90 +7a-00 +7a-0D +7a-00 +7a-90 +7a-00 +7a-00 +7a-00 +7a-00 +70/-00 +7a-90 +7a-00 +701-00 48' 504/81 +701.76.2 +7a-72.3 +1-81.1 +/57.9 +7a-73.1 +/.69.3 +701-W +7a-00 +7ad4.4 +70/.80.1 +7a-00 +7aA0 +7aA0 +7a-00 +7aa8.9 +701-74.8 +7a-00 +7a-00 +M-W +7a-90 +ro-73 +/4i9.2 +7a-90 +70/48.7 +7a-00 +70/ +7a-90 +7a-00 +7a-78.5 +701-74.4 +7a-90 +7a-W +7a-90 +7aA0 +7a-90 +7a-BU +7a-75.1 +7aa1.z +701.90 +7a-90 +7a-90 +7a-00 +7a-82.9 +7a-78.8 +7a-SO +7affi.9 +7a-90 +7a-0fl +701-90 +7a-00 60• +/-01 +/48.9 +/-58.5 +701-90 +/$7.5 +7a-06.6 fo/ +1-63 +7ad1 +701-90 a-08.4 +7aa4.9 +70ANA +7a-90 0-62.8 +7a-03.9 +7aA0.3 +7a-90 +1-00.1 +7ad0.2 +7a60 +/48.3 +71y-75.9 +7a-90 .7a-80 63• +/.48.1 +118.5 +/45.7 +7a-8B.7 +/-04.3 +7a-025 +7a-90 +1.6 .1 *7a-77.1 +7a-00 +/-55.6 +701-71.3 +701-85.3 +7a-00 +/39.8 +7a-79.9 +7a-76.5 +7a-00 +/-57.2 +7a-78.4 +701 +143.1 +7a-72.3 +7a-86.5 +7a-0o IPDLC Ail: Design Pnessue 0bA for 1lalllen- Attached to a Ibltzontal Frame As- y Tube Window WItlN 23' 2S15I1T Z7J/4' 3V 3}1YI 35• 3r hor pNap rC,A[l Anchor Anchor GrailQalp Anchor AndGAF Archer Grail Anchor Grote All All AI A B C&D A 1 8 C&D A I B C&D ladhr 23' +2 0 +n4W +7a-90 +7a-00 +7a-0o +7a-07.8 +7a-00 +711 +7a8i8 +701-90 «701-90 +7a-79.2 +7a-0D 2SI5116• +7a-00 +7a-90 17aAg +Ta-00 +7a-90 +7a-90 +701-90 +70/ +7a-90 +7a-00 +7ad7.8 «7a-90 +7abo 383r&• +7a-90 +ra-0o +70/-90 +701-90 +7a-90 +7a-00 +7a-W +ra-0o +7a-00 +701M +ra-0o «7a-90 +7a-00 4r *ra-90 ara-0D +7o/--go +7-o-90 +7a-90 +ra-0go +7a-00 +M-90 +701W +7a-00 +70A-W +7a-90 +701-90 SOS/S +7a-90 +7a-90 +7a-0g +7a-W +7a-90 +7a-00 +7a-90 +7ai0 +7a-90 +0•+7a-90 +ra-0o +Ta-90 +7a-90 +ra-0o +7a-00 +ra-0o 7a-00 +ra +701-90 +ra-0D 63' +Ta-90 +ra-0o+1a-90 +7a-00 +7D-90 +7aA0 +ra-0o W+7049WO7a-00 +7a-0o +7a-W +7W90 +701-90 7r +7a-0o+ra-0o +7a-00 +7a410 +ra-0D +lam +7a-90 .7aL0 +7a-0078' +7a-90 +ro-9D .7a-90 +7a-90 +7a-9D .7a-90 ,7a-00 +7ab0 +7aA0 «7a-90 ,7a-90 &{• ,70'-90 +701-90 ,7a4p a7a4q +7a-0o «7a-0o +ra4n NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10• MAX. ADDITIONAL ANCHOR (4), IF RED. WINDOW WIDTH I I� SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10• MAX f ASSEM BLY I TUBE r T WINDOW HEIGHT L I WINDOW ADDITIONAL _ ----1 WIDTH ANCHIXi (4). IF REQ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. r i RE Taw wile the FLWW- °ate,, No17-OG/4.�114 :�ira•.ios t3ac T�'j '1 Y:od9tCa8plri rRiam � LLJ J O n 0 0 Z_ o� H Q IV r 0 D J J Q H vO dLL O LIJ N o w O z m 00 D 0 In 0o as Z LLJ (n U) a w O O Zg O to O a v5 C/5 0 „ Lu Q aSO �0 ti w � K r N 8W 1 • s a 6 `>rn 0 o � � Z U `1111111 //// �i * ; No. 58705 , �pO�F`S,'•'`ioR1DP ••'G���� �S�ONAL E� \ ' 11111111f1 A. LYNN MILLER, P.E. P.EN 58705 Item Dwy. # Description Material 1 7002 Main Frame Head, Sill &Jamb 6063-T6 Alum. 2 7071 Anchor Plate B063-T6Alum. 3 7003 Sash Top, Bottom & Side Rail W63T6 Alum. 4 7008 Frame Comer Key Steel S 7OD9 Sash Corner Key Steel 6 71T78 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x.275" Flex PVC 70 10 7024 Maxim Multi -Point lock Steel 11 7026 Lodc Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 1 7028 IMaxlrn Dyad Operator, WWc24' Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate steel 19 7051 OperatorSpacerBlock Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track& Slider Dual Arm) Steel 22 7023 Egress Hine Flea , Manuf. by Truth Steel 23 1 7050 1 Egress Hin /Washable(HD),Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip steel 32 1713 Setting Block 5/32" x 3/16" x 1- 4" EPDM 33 2714 Setting Block 5/32" x 7/16" x 1-1/4' EPDM 3S 7036 Lami Bead B 6DB3-TB Alum. 36 7042 LamiBead C 6063-TSAll urn. 37 70559 Lami Bead D 6063-TS Alum 38 1224 Vinyl Bulb Ws (Thick) Flex PVC 70 39 1 1225 lVinyl Bulb Ws (Thin) Flex PVC 70 50[Dow 899SIIimnBadkbeddin 60 7006 Screen Frame 3105-1-114 Alum. 61 7040 Screen Comer Key Pdypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add -on Flange 6063-T6 Alum 71 7OD4 Frame Assy Tube 6063-TB AWm. 80 1 198-32 z 2' Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1 1157 1#8x 1/2" Ph. Pn. SMS Stainless Steel 82 1 I#gx S/8" Fi. Ph. SMS Stainless Steel 83 #8x 7/8" FI. Ph. SMS Stainless Steel 84 #8 x 1' FI. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #lox 2" Ph. Pn./ TEK Stainless Steel 89 #30-24x9/16" Ph. Pn.TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS At AS T, I —JKIV 66 Lt KJ — PRODUCT REVISED ru cum: y±ng with the Florida 3uiidicg Co& t Lltlrtlt.. `ccep'�kee tio/-O/o14.!¢ G Die pN 'wiB%': •JR • • 7 5/f�8• ci G sr I9•...... fsi4 e}' 10ENFN •. �� QC'-� �M• •1g htk�Ti • • Niakai Product t:o�d '•. � Reeled By: eAe: • • • RAsioA • • • No.58705 '.vor,4 ; ® • • • • • • • • • Descriplion: BOM AND CORNER VIEW Drawn 8y: J ROSOWSKI 0F' i, 1070 TECHNOLOGY CRIVE 4N)c , FL _ 41)80-1600 275 N. 94 00 ( re. • • • • 000 • • CASVMENJ VONCIpW DF�•"L,g -LM 8c SM Dole: 08/08/12 0NALI COPYRrAfTOPGre.'D1151REM17 • WDUSIRES. WD • C Sco :•/ies�A�� • 4'• Sneak: • • • Drawing No. Rev: A LYNNMLLER P.E. ALL OA-740 • • NT'S lob '14 MD-CA740-LM C P.EC 5e705 CERT. 0= AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • 0 % • • • • • • • • • • • • • • • • • • • SILICONE HOT -MELT BUM STRUCTURAL � SILICONE STRUCTURAL 1/4' NOM. FOAM 3l16' NOM. POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT. GLASS EXT.GLASS INT.GLASS INT. GLASS w KODISPACE 4SG TPS 07 SUPER SPACER@ NXT ALUMINUM REINFORCEMENT POLYISO- BUTYLENE 5/16" NOM. SEAL BUTYL & ROLL -FORMED _ DESICCANT STAINLESS STEEL FOAM EXT. GLASS EXT. GLASS --� CU/ \_INT. GLASS 02 DURASEAL® SPACER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGE'"' 103 SPACER GLASS Part # Description Material 100 Kommerling 4SG TIPS Spacer System 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 102 Quanex Duraseal Spacer Materials 103 Cardinal )(L Edge Spacer ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . .. . . . —� .062' 1.124" • • • • 6 • • • NOM. • • • ice" • • • • • 2.919" •• • • • ••• • • .125" • • • • • • • • • • • • • 0.062' • • 2.701' 'fig NOM.rV'—� 1.159' .062" •• • 2.1311: • • •• 2.784" • • • • • • • • • ^•• • • • • ••• • .093" OFRAME HEAD, r 3 � � SAS4 TOP, � � � . 71 FRAME 1 SILL & JAMB • �a� EOPfO@I & ME • • • • ASSEMBLY TUBE #7002, 6063-T6 #7003, 6063-T6 #7004, 6063-T6 1.356' T�_A 441" .095" _J f 2 ANCHOR PLATE #7071, 6063T6 706' .050" , I 35 BEAD B #7036, 6063T6 ���— .,7r .870"yJ[�_ .050" 37 BEAD D #7059, 6063T6 1%%II It I11, —�` NY NN O' ICENS .!. � F '' � Qom, . F� No.58705 •: -0'. TE �� 1070 TECHNOLOGY DRIVE '•.OR1DP,.•' ��� N. VENICE, FL 34275 (941) 480-1600 CO K T M1 o �. AM MG RE39NED A LVNN MLLER P.E P.E.t 58705 C=RT OF ALITH. #29296 .040' 11�.000" .423' I_— 4 FIXED 6O SCREEN FRAME #7006, 3105-1114 .523" O50' .865" 36 DC #7042, 606346 r;sea tly: Ua[e: Revision: JR 05/25/17 NO CHANGES THIS SHEEP. 2.203' +{ �� .093" J .093" 7O ADDON FLANGE #134,6063-T6 PRODUCT RE V 1SED mcomptying 'th the Fiaida IIwldwg Code A—P. No �7'0614 • i 4" Ezpixa Dxe 2D'L� Miam ride EXTRUSIONS & SPACERS J ROSOWSKI RU, Gate: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 $eves/Motlet Scole: Sheet D-,,,.g No. Rev: CA-740 NTS 11 OF 11 MD-CA740-LM C MIAMI•DADE MIAMI-DADE COUNTY =1 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 (-"j 15-2599 NOTICE OF ACCEPTANCE (NOA) a..' miamidade,g*r/rconomv. •..9 9 PGT Industries, Inc. • • • : • •' •. 1070 Technology Drive •••••• •••• •••••• North Venice FL 34275 • • • • • • • SCOPE: •••• • ••••• This NOA is being issued under the applicable rules and regulations governing tale Ve of .m1; Auction• •: • • • materials. The documentation submitted has been reviewed and accepted by MiMimade CotMty RER ' •. • •. Product Control Section to be used in Miami Dade County and other areas where a?loVdd by the Authority •. Having Jurisdiction (AHJ). ..... This NOA shall not be valid after the expiration date stated below. The Miant� pacte Cotlnty. rroduch • • • • Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade Cod:ptyl.t'lrserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "CA-740F Fixed Casement" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: 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, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 revises and renews NOA# 16-0629.22 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 Manuel Perez, P.E. NOA No. 17-0614.15 Expiration Date: April 11, 2023 flo ApprovalDate: October12,2017 I7Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A* 0 DRANINUS • ,; •1. .anufacturer's die drawings and sections. .. ZVahmitted under NOA No. 12-1218.11) • • • ; ;2. • I3ra+wing No. MD-CA740E-LM, titled "Fixed Casement Window Details — LM", • • • •: • • • ' th2ets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and • • • • ...... . .. seated by Anthony Lynn Miller, P.E. .. .. •:•••• Br *TESTS • • • • 1. . •.Te4 reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, 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 sealed 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 51b Edition (2014), and with FBC 6" 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). rr� Man , P.E. Product Con rol Ex miner 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 *see • """ 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Ame�;caL Inc. for t�� it "Trosifol® Ultraclear, Clear and Color PVB Glass Interlaye>;s1"ted OVID/17, . expiring on 07/08/19. 0*000* :*Soo: l 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerv elnc. f0t their • •; • • "Kuraray SentryGlas® (Clear and White) Glass Interlayers"Valad 06/2ri 5s .. .. .. ...... expiring on 07/04/18. ...... . • . . . . ...... F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 5tb Edifiori (2013).Md with 11 FBC 6t" Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 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 P rez P.E. Product Control xa iner NOA No. 1 - 614.15 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 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-VT 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. S. 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, Aso. 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 WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7063, 3579, 3560. 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSGAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM El 3DO-04 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUM INUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 6-10 RATED FOR LARGE 8 SMALL MISSILE IMPACT RESISTANCE 6G' WIDTH 53- VISIBLE LIGHT WIDTH (DLO) 4. MAX IF I B, SEE SHEET 2 4- MAX 1 j 19" O.C. MAX. I IF JAMB IS I OVER 60'. I A A, SEE 69' / SHEET 2 76' VISIBLE / HEIGHT LIGHT HEIGHT j / (DLO) I I j 23' O.C. MAX. IF JAMB IS � I 60' OR LESS. 23' O.C. MAX. IF LAB 19' O.C. MAX. IF HEAD OR SILL--�--�j HEAD OR SILL IS 60' OR LESS. IS OVER 60'. TYP. ELEVATION OF FIXED CASEMENT WINDOW Glass Types Sheet # 1 5MS" Lam! (1/8 An - .090' PVB - 1/8 An) 6 2 7/16' Lami (3/16 An - .090' SG - 3116 An) 8 3 7/16' Lami (3116 HIS - .090' SG - 3/18 HS) 9 4 7/8' Lamm. IG (1/8' An - 7116' Air - 1/8' An - .090' PVB -118' An 10 5 7/8' Lami. IG (1/8' T - 7116" Air- 1/8' An - .090' PVB -1/8' An 7 6 71W LamL IG (3116' An - 1/4' Air - 3116' An - .090' SG - 3/16' An 8 7 7/8" Lami. ICI (3116' An - t/4' Air - 3/16' HS - .090' SG - 3116' HS 9 8 718' Lami. IG (3/16' T - 1/4' Air - 3116' An - .090' SG - 3116' 8 9 HIS 7/6' Laml. IG (3116' T - 1/4' Air- 3/16' HS - .090' SG - 3/16' HS 9 'PVB`=TRQ5IFL)L PV61N I tKL TCK OT NMTvvv1T 7•vi� ruT.7r mT 'SG-= SENTRYGLAS®INTERLAYER BY KURARAY AM 1FA I111C/ / 1 ..ceN.... GENERAL NOTES ............................. 1 L1 f '• F� �i ELEVATION ....................................... 1 GLAZING DETAILS ........................... 1 _�• _ * : NO. 58705 •: * _ INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 p •:��- L1J ANCHOR SPECIFICATIONS............ 4 4-5 ; Q�'., S ANCHOR QUANTITIES. .................... DESIGN PR ESSURES ...................... 6-10 1elOR1D>;.•'U,\� ASSEMBLY DETAILS/BOM..._._..... 11 %.S+Y•"""•�� /7ONAL0IL.. A. LYNN MILLER P.E. ... . . . • ... . . . .. .. . . .. .. . . . . . . . . . . ••• 0% f • 0% . SM6' LAMNATED 7/16' LAMNATED GLASS STACK • I • • • GLASS 574CK I q, • • • • • • • • 090-S6 Br KURARAY • • •66-TR•6fOL PV• �16',RlIE�LFJ)eR • AMERICA, INC. 11w BY KIf1ARy' • HEATST*LwG�HFT�O • GL/�j5 AMEf14Prt WG • • GLASS • 3t16' ANNEALED OR Is • • 11F A4kAUEd` • • • • HEAT-S NGTHE ED EXTERIOR 39 GLASS EXTERIOR 38 GLASS a 11/16' GLASS 11/16' GLASS 35 • • f :BITE • • • 31• BITE 1 • • • • • • 32 •060 • • 12 C GLASS TYPE 1 GLASS TYPES 2 & 3 71W NOM. 716' NOM. GLASS STACK 5/16•LAMINATED GLASS STACK 7/16'LAMINATED I GLASS STACK GLASS STACK V6- ANNEALED YI6' ANNEALED OR CUBS 114•AIRsvACE HEAT. STRENGTHENED GLASS 7/16'uRSPAC .090'TROSIFOL® � .090'SAY KURARAY IWANNEALEDOft PVB BY KURARAV 3116'ANNEPLED AMERICA. INC. TEAWMD GLASS AMENCA. INC. GLA S 3n6' ANNEALED OR GLA38 1SSStEAIED 39 HEAT -STRENGTHENED GLASS EXTERIOR EXTEOR a 11/16'GLASS a — li 11fl� RI6'GLASS GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 7/B' NOM. GLASS STACK I I INATED GLASSS GLASS STACK 3H 6- ANNEALED OR 1/1VAIRSPACE HEAT -STRENGTHENED GLASS 3/16'TEMPERED .D90'DUPONT SAY GLASS KURARAY AMERICA, INC. 3M6' ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR 1 a,1l16' GLA,55 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 IRIGHTCN17 P HX)STRES, ALL RrC RESERVED CERT. OF AUTH. #29296 GLASS TYPES 8 & 9 Re,sed By: Date: Rerfsfon 6: JR 05/25/17 UPDATED ANCHORAGE PER FBC 2017. Re ;sed By: 1 Date: I Re W.. A PRODUCT REVLSW - e•»Lplyina with the mods 3wwMa Code D166 %23 GENERAL NOTES & ELEVATION I J ROSOWSKI FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 ieries/Model: Scale: Sheet: D—Mg N.. Rev: CA-740 NTS 1 OF 11 MD-CA740E-LM C INSTALLATION EDGE OPTION 1 DISTANCE INSTALLATION ANCHORS INTO 2X WOOD, AS REQUIRED PER TABLE 3, SHEET 4 WINDOW HEIGHT EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. 35.37 VISIBLE LIGHT HEIGHT (DLO) INSTALLATION — EDGE DISTANCE OPTION 2 INSTALLATION C.ONCRETE/CMU ANCHORS DIRECTLY PER ANCHOR EMBEDMENT INTO MASONRY. REQUIREMENT TYP. ANCHOR , TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - \ SEE TABLE 3, SHEET4. EDGE DISTANCE •• J EMBEDMENT OPTIONAL ADDON FLANGE 0 HEAD, SILL & JAMBS SEE DETAll Al, B BE NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION BUCK OPTION SHOWN MAY BE USED ON ANY HEIGHT SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-I 2' THICK ARE TO BE CONSIDERED 1X NOTES: 1/4' MAX SHIM BUCK WIDTH I - Jo ~ VISIBLE LIGHT WIDTH (OLO) WINDOW WIDTH HORIZONTAL SECTION A -A 1 INSTALLATIONS. I X WOOD BUCKS ARE 10'tiAX' --'y OPTIONAL. UNIT MAY BE 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 THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4. I I 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM • EMBEDMENT PER ANCHOR INSTALLATION OPTION 3 REQUIREMENr - INSTALLATION ANCHORS THROUGH I EDGE DISTANCE 1 X BUCKSTRIP INTO MASONRY. VERTICAL SECTION B-B CONCRETE DETAIL Al \\\11111111// i ........Mq 10' }MTAX. I I I I L.-- SEE DETAIL AZ BELOW Q'G�• \,\CXN4 T '• ' �S1 _`(j 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 'S10NAL (941)480-1600 .\``` 1111111\COPYRIGHT M17 PGTIJDIISTRIES," ALL R"TS RESER41� A LYNN MILLER P-E. P.E.058705 CERT. OF AlITH. N29296 L— INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. AS REQUIRED STEEL PER TABLE 3, 2 SELF -DRILLING SHEET 4 SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE 37 A DADE APPROVED 1 MULLION, ALUMINUM, STEEL FRAMING OR _ EXTERIOR STEEL STUD. NOTES 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: AdMbnel Amhom Req xmd on eeeh Side of the Flame AssenV* Tide FA r LL Window Width A-h-T ps A B, C & D ' 1 0 � 26-- 25+ 1 1 r u Window HeIpM Anchw T pe A B, 2.11 D 1T-25.9' 1 0 2&'+ 1 1 VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 PRODUCT REVISBO DETAIL m con;1" with dw Fkwi& A2 Rev;s•d�4y: �r� • • R•0si-4p: • • • BI. •IR f'R/275ij/}7 O IIHARGE-OTHN SHEET. Miami ede Re»s_ 9y: Rev io • •• •• •• • • • •• Descriolbn: Dr' "'n BY GENERAL NOTES & ELEVATION J ROSOWSKI FIXED CASMCNT30ININD6IN• 99 ,JILS - LM 08/08/12 Sges/lf�� Scalq& • hee : • • • LNo+rrq N" Rev: • CA-740 • • N-FS 2 OF 11 • MD-CA740E-LM C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIXED CASEMENT (0) I WINDOW HEIGHT WINDOW -� WIDTH 740 SERIES FIXED EXTERIOR CASEMENT n WINDOW V FOR SINGLE UNITS: 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 PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, All ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5)USING THE TABLES LABELED WNDOW ANCHORS REQUIRED' (TABLES 2A 6 2B. SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . FIXED CASEMENT / CASEMENT (OX) AWNING / CASEMENT / FIXED CASEMENT (XAat • • • • • FIGURE 1. \ C C \y 740, I I 740 SERIES FRAME SERIES FIXED ASSEMBLY CASEMENT CASEMENT TUBE WINDOW FIGURE 2 740 SERIES �� • • • • • • • • • • • _ __ AWNING WINDOW D FRAME — ASSEMBLY TUBE 10-, SEE NOTE 7, D THIS SHEET \ 740 SERIES —CASEMENT � WINDOW - - FRAME - - - - --ASSEMBLY E TUBE 740 SERIES CASEMENT WINDOW / 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. #12 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FRAME FIXED EXTERIOR ASSEM CASEMENT TUBE WINDOW HORIZONTAL SECTION C-C FOR EACH WINDOW IN ACOMBINED ASSEMBLY: MIN. If 12 X I< i' SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW EXTERIOR Sl u VERTICAL SECTION D-O • gcRAMLSAS@Eh%LY1UBl ROlrES: • • • • TIP-TTTSfrDINIOOR EACH • INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE. SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES 740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING CASEMENT DETAILS, WITH MIN. #12 X 1' SHEET WINDOW Le WINDOW METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. FRAME ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY -ASSEMBLY TUBE NOT EXCEED 62' IN LENGTH (AS USED TUBE IN A 63' FLANGED WINDOW) OR BE MIN. # 12 X USED IN TEE OR CROSS 1' SMS THROUGH CONFIGURATIONS. 740 SERIES INSTALLATION FRAME ASSEMBLY TUBE IS CASEMENT HOLES 6) THE WINDOW NOT REQUIRED TO BE CUPPED TO THE SUBSTRATE. ALL EXTERIOR 5 JOINTS TO BE SEALED BY INSTALLER. 740 SERIES EXTERIOR FIXED CASEMENT I�D Ti— WINDOW VERTICAL SECTION E-E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 8 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE (PSG FOR WINDOWS ATTACHED TO A FRAME ASSEMBLY TUBE' . THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN; ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED -WINDOWANCHORS REQUIRED- (TABLES 2A & 2B, SHEETS 4 8 5). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2). AND THAT MIN. * 12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW Ad6tlorW Anchors Required on exh Side of Me Frame Aswrnbly Tube (FATI F- LL WYdow Width Anchor A Type B, C 8 D 1T-25.9' 1 0 > 2r* 1 1 H u Window HeiyM Anchor TM A S, C 6 D iT-25*V 1 0 2r+ 1 1 PRLXX)CT REVUED . .*Ws wm dw Thrift Bo`4tte oeodeNe 1 0 {5 F--T D re , ?A7S ByNlie W J m H W Q 0 a D t` N Ln O O m J J co Q J W 0 0 W Z_ O ~ O } o m Z W Y j� Q U O .. W cn o u �X o LL E LL LL O V1 �H Z O IT B Q qU LYNN r''�. No. 58705 s G� TONAL A. LYNN NLLER P£ P E# 56705 TABLE 2A: PRODUCT REVISED .—plying witR&e FYurida BuBAa, /k' c� Eyrralba Dade Y'y1U���� By Minni ede Product 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. J 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE (n LL SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. W O 3) TABLE DIMENSIONS MAY r m � - n BE ORIENTED VERTICALLY a ' Z Q OR HORIZONTALLY SHORT LONG 0 � o. U AS SHOWN: SIDE SIDE W J .0 SIDE 1yI SHORT _ e Q w o SIDE f c Q Long SAMPLE CONFIGURATIONS:"O m0 X (V D 0 X X X 0 N 00 /) X 1) o O o O Q Z ° Z OPERABLE LLI LLI N x o o (X) Y Y d w Lam WINDOWS IxO MAY BE VCASEMENTWINDOWSO O ..O _% O X X AWNING a m Q �(J LU \ V WINDOWS it i iY „ Z i; X OF THE x o o Q m LL vI SAME Ot O SOS O SERIES. F, Pyyi �c A p\. E ¢ A m TABLE 3: TABLE 3: con4 P •(J •(v o $ E a: a v 2Z� c� O wR o H 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE c Z O THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A AIIN.Er�fHF_ADS BEYOND ARY METAL • • `��" NY LYNN SUBSTRATE. �K� 3) ANCHORS MAY BE HEXHE/�, PANH�ADQR:.AT:EAC. • • • A •. Q� • ��� • • • • • %�Fss •'•OP••'•G?� • • • • • 7Tllllllllll\\\ • • A. LYNN MILLER, P.E. P.E.# 58705 window Anchors Require d (37" and Less on ShoA Sde Dimensan) Short Side Anchor Typo under 23' 2S15116' 27-374 29' 31-tYY 33-112' 34• 37' A B 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 A B C D under 23' Lon Side Slwrt Side 2 2 2 2 2 2 2 2 3 2 2 2 251511C LoN Sitle 3 2 2 2 Short Side 2 2 2 2 3 2 2 2 Lon Stda 4 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 ] �, 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 ] ] L 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 S 3 L Side 6 4 3 3 8 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 �, 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 Sida 8 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 44114" Sho G Mkn. Min. Min. Archor (loop Anchor Substrata M fn. Etlge D'•tenos Mkn. O.C. Distance Min. Embedmem Arctw Plot° Requkad7 #12, atcel SMS (GS) or #12, 410 55 SMS iro 1 1• YK 8069-TS Alum. 3/8' SIB" .0713" YK A38 Steal ir8' S!8' .050• YK A653 Stud, Gr. 33 9/8' 5/6" .045', 1B Ga. YK #14, atee15M5 (G5) or 1N4. 410 SS SMS $. Piro 5/B' 1' 1-3/8• YK 6069-TS Alum. 31B' S/C .07t3' YK A38 SMI 3I8• 5/8" .050' YK A853 Stud, Gr. 39 3/B' S/C .045•, 1B Ge. YK D va• areal Ukncon 2.85k Cmcrete 1" 4' 1-3/4' YK 2.85k Corcrata 2-1l2' 4' 1-3lC YK Wlbw Bbck FiIIW Bbck 2.1/Y 4' 1-1/4" 1-3l4' YK YK 1!4. 410 SS CreteFbz 3.35k Concrete 1' 6' 1-3l4' YK J.35k Cencre[e 2-1l1' 6' 1' YK Holow Block 2.1/2' 8' 1-1/4" YK 5/1C steel Ultlacon 3.Sk Conerete 1-1/4' 5' 1-3r4• No Holbw Bbck 3.1/8' S' 4' No Filled Bbck 2-1l7 5" 1-3la' No MatertrV Min. Fz Mkt F„ Steel Serew 92 kU 120 ksi 410 Scnw 90 ksi 110 koi Ek L� • 165 k!I fE71c* 410 co Cret le:® t27 ksi 189. si uM 18 k 72 I • A]�Sbel • • 38 ksi SB l�sl• Gr. 19 Steel StW 33k! 45 sl • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . TABLE • Window Anchors Required (Over37" on Short Side Dimension) • Short Sde AnchorType\ 4(- 44" 48-1f4" 53-118" 54" 58.. 60- 63„ 6'/ A B I C D A B I C D A B C D A 8 C D A B G D A B G D A B I C 0 A B C D A B C y under 23" long Side Shod Side 25-15116" Long Side Short Side 35" Side Short Side Long Side 37" Short Side Long Side 7 5 4 3 7 5 4 3 µ„ Short Side 6 4 3 3 7 5 4 3 Long Side 7 5 4 3 7 5 4 3 44-114" Short Side 6 4 3 3 7 5 4 3 Lon Side 10 8 5 4 10 7 6 4 10 7 6 4 11 7 6 4 53-1I8„ Short Side 6 1 3 3 7 5 4 3 9 fi 5 3 11 7 8 4 Long Side 11 7 6 4 12 8 6 4 12 B 7 4 12 8 7 4 12 8 7 4 13 8 7 4 Short Side 8 4 3 3 7 5 4 3 9 8 5 3 11 7 8 4 11 7 8 4 13 8 7 4 Long Side 13 8 7 5 13 9 7 5 5 14 9 8 5 14 9 8 5 15 9 8 5 15 9 B 5 15 9 8 5 o„ Shoe Side 6 4 3 3 7 5 4 3 3 11 7 6 4 11 7 6 4 13 B 7 4 13 9 7 5 15 9 8 5 ur Long Side 14 9 7 5 15 9 8 5 5 16 10 8 5 16 10 8 5 16 10 8 5 16 10 B 5 18 10 8 5 15 10 8 5 68-13/16" Shoe Side 6 4 3 3 7 5 4 3 3 10 7 6 4 11 7 fi 4 12 8 7 4 13 8 7 5 14 9 8 5 t8 10 8 6 8 5 15 9 8 5 j47 5 16 10 B 6 16 10 B 6 16 10 8 6 16 10 8 6 16 10 8 6 16 10 B 6 67 V2" Long Side Short Side 14 8 9 4 3 3 7 5 4 3 3 10 7 8 4 11 7 8 4 12 8 T 4 13 8 7 5 11 9 7 5 18 10 B 6 Lon Side 14 9 B 5 15 10 8 5 5 18 10 9 6 16 10 9 6 16 10 9 8 18 10 9 6 16 10 9 6 �„ Short Side 6 4 3 3 7 5 4 3 3 10 7 8 4 11 7 8 4 12 8 6 4 13 8 7 4 14 9 7 5 Long Side 15 9 B 5 18 10 B 5 6 18 10 9 6 76 10 9 B 18 f0 9 8 16 70 9 6 18 10 9 8 70" Short Side 6 4 3 3 7 5 4 3 9 8 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 B 17 17 9 8 17 11 9 8 17 11 9 8 17 11 9 8 Shoe Side 6 4 3 3 7 5 4 3 9 6 5 3 10 6 5 4 10 7 5 4 12 7 6 4 12 8 7 4 13 8 7 5 Long Side 16 10 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 8 17 17 9 8 17 11 9 8 74' Shoe Side 6 4 3 3 7 5 4 3 9 6 5 3 10r 10 7 8 4 11 7 6 4 12 8 6 4 Long Side 16 10 9 6 17 11 9 6 18 11 9 6 18 18 it 9 6 18 11 9 6 18 11 9 6 76' Shoe Side 6 4 3 3 7 5 4 3 9 5 5 3 10 10 6 5 4 11 7 8 4 12 8 8 4 Long Side 19 12 10 6 20 12 10 7 20 12 10 7 2020 12 10 7 7 5 4 3 B 5 4 3 9 10 6 5 3 Short Side 6 4 3 3 114" Long Side 26 17 14 9 Shoe Side 6 4 3 3 EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" HEAT -STRENGTHENED 4MINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/A5 PSF DP REQUIRED CASEMENT ANCHORS (SEE SEPERATE NOA): A) FROM TABLE 12. ANCHORS C & D ALLOW A DP OF-701-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). �4"� to• 10- 4„� 14„� 10.6- / N 1 4" \ 26" 34- • • • • • • PRODUCTREVZSED as caa¢ying wigs �e P • • • • • • • Huildio6 Code • • • • • • • • • Accepr�ecc Nu •D )�• • • • • • • T.lioci ode lkcxSsn C- " V • •• • • • • ••• • 1)USE �-RiIS##'++TAb R FQ 4L MND8WSPER • HOW7N REOTIP� IPS EET: DI f ENMQjj 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN: i- T SHORT SIDE LONG SIDE II I r'� SIDE SHORT _ SIDE FIXED CASEMENT ANCHORS: T A) FROM TABLE 11, A 34- X 61- FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF j1+ *70/-90 USING ANCHORS C OR 0. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 0.6' DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR C) FROM TABLE 2A. 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. y E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 44"" TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). T J LL W O m J ZU H LLJ o Q LIJ P� Z ❑ O ❑ LL -O � to n N N_ O ❑ >Z > to ` ~ 0 Z Q N Z i O oc O LU a z 2 IJLj 7n U) r U) O O .. O V p (A (n o 2 ❑ Q O O a0 W So aIfi ix Z u X > " $ i o ° Eo 46 x 0- ' 637 0 Ld 5 a R O W'Z` i zv �i W o Z V U NY LYNI'�i L1GEN3F •., (� 1F /; NO. 58705 �O S TE 6F � :.4Li T 46 SRO AL ...... S' G' ' A./LYNN �ILLER. P`E. FOR GLASS TYPES: PRoOucC REVISED cwmP11'Ke with nr Florida 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) e) -p Ir3 TROSIFOL VB INTERLAYER BY KURARAY AMERICA, INC. E Tddim D*.By I / TABLE 4: M5 Miami Prodd SHORT LONG SIDE U SIDE I � } LONG �� SHORT I SIDE -�1 SIDE i~ 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR W W �O LOCATIONS AND QUANTITIES. m EL J 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r ❑ C9 J '; ❑ F Z Q 6� aQ ~ W r TAB 5' h d J ❑ O IL O „O 33-1/7 T�".. d ❑ hcD Z_ W T� *700-40 Z Z W W LuLu (j) o Z U cl)�� a0 a 0 9 0 aco W \U o' `z If W o X _ -3ff j' 8❑ • ff FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE W �$ 3,`y FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE ui G @ a: FRAME O ^ E 10• FRAME SEE SHEETS 1, 4 & 5 FOR WINDOW ASSEMBLY SEE SHEETS 1, 4 8 5 w o MAX ASSE�y WINDOW_ DIFA71ON TUBE FORWINDOWANCHOR �>$ �f � TUBE ND LOCATIONS AND R T•� QUANTITIES. LOCT S SEE E SHEET v WINDOW QUANTITIES. SEE SHEET I 10• MAX 33 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED •A• AN REQUIRED �� // FOR THE FRAME ADDITIONAL FOR THE FRAME • • • • • • • • • • • • `1� LY/yN� WINDOW ADDITIONAL ASSEMBLY TUBE. • • • • • • • • • ` ,` i ASSEMBLYTUBE. WINDOW AN • • • • • • • • • .•'' LICEN,pF C� i DIMENSION ANCHOR DIMENSION �' (4), IF REQ. (4). IF REQ. • • • • • • • • • • • Q•: • (n % .. • • .•. • ! NAL1 N . • • • • • • • f • A. LYNU1111LLER` P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS • • • • • • • PEA 58705 ❑ Design P/eswe IDM for Single Widows, AN Ancliof Gays SmA Sds udr 23• 25-1518' ii-1/Z'3T K {&1/r 517/t•I +70VA0+laao+roaD aroso+7aa0 am-00 ,m-00 ,m-1b ara-eD,maoa7a4n+m-w F27-Tr «70/-BO aroao.7a-00.rom.ro•e4.1.mao.1+lo%eD.m-Boam-w+roa{.1,ea-7oa%eD+rasa,m-ea.z+1a-77ea�l.e,ease.z .ro•eo,m-eD .m-les .la-lo.� ,sa�1.s +ro-w a7a$4A ,m-1s.7 aSte ./Ss.e Design Piessuw (psf) br Wkdw/s AI•cMa b • Frrr• Auemdy Tubs m Wwdw OYne/•ion'A' udwr 23" 2i1&1B' zralr sr v save• 5e' 6T B Ar¢Iv Giaw AroIIG! r+ow Anclor Oa�o Aroan Oiaq Arch GnAp AnCly Gbiq AncMr G/oiq bcru GwaQ Anshor Owxp Arolsr dw4 N At AN A 8 CiD A B CtD A 8 C D A 8 C 0 A B C D A e C D A B C D v/d•r ZT eD aroaD «ara•eo ♦«/87.1 1 a/4cfn ./ a � 2sw1e .%a .roao ,mao am410 .maD ,mays .roao ,maD .ro-ls.l fm-eB «roaD .7ae0 +mao .mm «{81.1 ,m-aD «7aao .maD ./ssA .roaaB «maD ,m-0D ./s1.s +7aa2s .mob .mso 9r .mm .m-ao .roao .ma{A .maD .rom .m-766 ,roao +roao .la{.B aro-0D .mao .maD ./as.s a7a-es .7a-eo ,/3,18 .ma{.1 ,ma{.1 .ma{.1 a/� .ra-n aro-rr ,m-n ,.1 .m-7D.i ,m-7o.i +m.7o.i a• aroaB ,rom ,mao amas.a .roao amao ,maD ,rosD .roao ,7aa7 ,m-ao .ra-eD ,/SB{ .m-7e.s .ma�.� .mas.� a/s{.i ,m-7zs .m7s.7 .m-7s.7 .1�e.4 a/aa ,snare aerul.e ,/a7.e ./m.e ./ai.s ./.sia {avr arom ,m-0D ,moo +mao .m-0D .m4• .roa2{ .ro-eo .m•ao a .m•7e.s aroa4.1 ama{.1 aas.1 +7a-7za amao.l .raea1 +/-4is alasa .so.e/a1. ,ee.e/-n ./-{s ./�.z ./a�2 ar.a�z D 5bV6' .7aaD +ro�o .mm ,m-0B .ra4O .m4n ,ro-a{1 ,m-e{.1 fma{.1 .las.1 ,ro75.7 «m-7s.7 .7a-7s7 +/s7.s a/-0a.e .ae.ea�..ene%n. .uzs a/se.e +lar.s se• +m-eo ,7aas +mao (mass ,mass .roa9.z ,ro-n ala-n aro-n ./as.e .el/a7.e «sl/ar.e «szs ./a9s «/mz Ns�z e9• .mas ,ro-eo +roao .m-7&s aro-7ss +rolls ,m-7o.1 +ro-7B.1 ,7a-7D.1 «/50.7 ./a13 ./e1a 76• ,ro-slo ,roa{.e ,m-75.7 +/SBA H38.9 a/Se.p N35.8 a/55.8 a/356 84' am-0o aroSD.{ am-71.9 Nd.2 f/34.2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . ...... . .... . . . . . . . . . . ... . . . . ... . . FOR GLASS TYPES: PROD rRE4iSED 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR -1/8" AN - .090" P t 1 /8.4N) • • • . • : • • • • • • • • • • • Duit4mg Cak C� •PVB•= TROSIFOL PVB INTERLAYER BY KURARAY AMERICA INC. • • • • • • • • • • • Acaptanu Nu •tfL.rt� TABLE B: •• ••• • ••• • • Bs Miam Dade ProArecC a LONG ............ SHORT SIDE SIDE • • LONG SHORT I 0.. • . • • • • • • SIDE SIDE I'F— • • • • • • • • • • • • J LL 1) SEE SHEETS 1, 4 3 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2 O 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY —� u U OR HORIZONTALLY AS SHOWN. H Z Q 0 W 0 O LL O % a Z_ N 0 W Q o Q O Z I Z vj W W n < o O O Z U m�0 O :4� W �U m n nd' 3� °W �X 0 u 'an ¢e FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE OJT z` FIGURE FOR VERTICAL FRAME ASSEMBLY TUBEFRAME WINDOW —ASSEMBLY SEE SHEETS 1, 48 5 g Z u 10' FRAME SEE SHEETS 1, 4 & 5 FORw — MAX- Ij'F �EMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR Z i w MAX - TUBE LOCATIONS AND B. LOCATIONS AND U QUANTITIES. SEE SHEET 10' MAY, QUANTITIES. SEE SHEET $ WINDOW 3 FOR ANY ADDITIONAL 3 FOR ANY ADDITIONAL I I I I DIMENSION ANCHORS REQUIRED II rr •A• ANCHORS REQUIRED FOR THE FRAME \ �� aNv NA( FOR THE FRAME ADDITIONAL a •' • / �� WINDOW ADDITIONAL ASSEMBLY TUBE WIN�yY ANCHOR ASSEMBLY TUBE. LIGEN,gF'-. DIMENSON ANCHOR DIMENSION (4), IF REO. f.1 •e• (4), IF REQ. •A• * : �No. 58705 = 70NAL IENG��` A LYNN MILLER, P.E SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.EaS8705 ❑ Design Pressure (Pap b Single WkNws, Al ArcMr Groups Stprt S'ke uwx z3- zs15r1e zra4• 33•Irr 3r 44• 4sv4• Zr +ro-90 .m-w+ro-w.rose.m-oo.m-so,m-oo.maD .m-so+msD.mlao«rose.rose.rose+m-so,rosD.m-go+Tdso.rose.rose.%oo E25-15mer .m-oo«ro-oo,mao«rose.rose.ro-oo+%w«7a-os,rose.msr.e,7a-60 ,ro-90,70I-00«1 ,ro-79.8 +ro-W «m90 «7d-e6.3 TABLE 7: Design Pressure (psp bWim.a Atbcl•d b s Frerte Nwntly Tuha WYgow Oari•>oan •A• una.rrr zslyla �� salrr 3r u 4• s}ve• sa er e Archrc Arch Archer �� � ArcMr CiOtq A FOR GLASS TYPES: PRODUCT REVIS® 2) 7/16" LAMI. (3116' AN - .090" SG - 3/16' AN 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) BrACaar�o t -O tc� 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 'SG"= SENTRYGLAS% ERLAYER BY KURARAY AMERICA. INC. By TABLE 8: 1 Misau od°ct J- r El a LONG U SHORT SIDE T } LONG SHORT ICj W O I SIDE -�'1 SIDE 1� 1) SEE SHEETS 1, 4 d 5 FOR WINDOW ANCHOR m a � LOCATIONS AND QUANTITIES. ' Q 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY (n a U OR HORIZONTALLY AS SHOWN. Q J o Q Z Q It ¢Q W TABLE 9 h d _j Q > D LL W 0 O CV pW- Q CO O N p W o° O c 0 = Z Z W W � O O ..Z L) r mTUi to 2 Q aQ °0 m0 aN W \U „W �X ._ L.L ` FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE O i2 ' a FRAME WINDOW ASSEMBLY SEE SHEETS 1, 4 d 5 u Z R O 1�• SEE SHEETS 'I, a d S FOR DIMENSION FOR WINDOW ANCHOR > 1 MAX ASSEMBLY WINDOWANCHOR NBE� TUBE •B• LOCATIONS AND o Z U LOCATIONS ESAND SHEET T 1D„ MAX QUANTITIES. SEE SHEET WWDOW 1 3 FOR ANY ADDITIONAL 3 DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED •A' ANCHORS REQUIRED ! FOR THE FRAME • • • • • • • • • • • • \�� �1y.. LYNN !/I - 'FOR THE FRAME ADDITIONAL • • • • • • • • • ` �i ASSEMBLY TUBE. .r\t� ,. """ WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR • • • • • • • • • ` a :.• 1-ICEN,gF'• �DIMENSION� ANCHOR DIMENSION (4), If REQ. • • • • • • • • • • • • F Q, 'B' (4). IF RED. 'A' • • • • • s • • • • • • • • • • • = * : No. 58705 ••� •• ••• • ••• • • �p��'• ST TE • • • • • • • • %CAS '40RID01 •'• \C�� •• • • • • ••• • • %7S/ NG�� • • • • • • • • • • • • , ONAL • • • • • • t • • • //Il II1111\�` • • • • • • • A. LYNN MILLER P.E SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.° 5e7D5 Desgn Prenue l�9 tr Sipe WtiOo""� AN Anchor Gr°rps Shun Side uWer?3• YS15Na' Z9' 31-t? 34' 40' S4' aD' 83' 87-12 uder2S apry-130 iS1S76 +pry-130 apry-73D Bi' «pry.t30 apry-730 a9ry_113.t «9b-778.5 a8ry-170.7 •9U'-1D0.7 H-3711 •F BQ7 H-B3.7 87-7? ,9ry-130 ,Bry-130 +9(V-721.7 +9a-t13.9 +°N-708 +W�-71.8 al-°1.8 H-80.5 H-73.3 H-75.1 72' +9ry-130 a9ry-1Yp.2 a901-713.7 +9ry.117.0 +9IY-1018 agp•.p5.t H-31.3 H-78.1 H-T39 >s ,00r-73p asm-7z7.3 «pry-1n.1 asol-ttoz +au�.tw.t .sm-93.z a/.73 .!-n5 &' +gp�-130 «7101-125.3 aB01-714.5 agry.707.5 aYd-f07.3 H-80.9 H-70.7 7f1' «pry-/30 •81p-11p.8 +9p•-f03.3 +90h101A ap0%95 +/-73 134' +Bry-730 +pd-117.3 +Bd-f06.3 +9N-519 spry-p�,5 10.S «irry-12p.a +p01-118.4 a9ry-f05.3 +Bry-09 Design Pressure (psf) for Windows Attached to a Frame Assenbly Tube m Willow Dimension "A- tinder 23' 25-15!16" 29' 31-tlY 31' Sc 60' 63' B Anchor Group Anchor Group Anchor Group Anchor Group Arctla Group Anchor Group Anchor Group Anchor Group Anchor Group AM All All AN A B C d D A B C D A B C D A B C D A B C D under 23• •7b-90 •7a-90 aib- -90 +7b-90 + 1 * + a-90 +/.87-7 +I 3 +/�5 +7a-90 +Ibt ,J-48.9 +1585 +7b-90 +1-58.1 +1�6.5 +/�5.7 +7a�3.7 m 2S1S18' *7b-90 a70J-90 a7fy-90 a7b-90 a7a-90 +7b-90 +70-90 *7a-90 +7b•90 +7a-90 +7b-90 +7b-75.1 +7b-90 +7a•90 r7b-9D HE7.5 •7b-08.8 r7a-90 *7b-90 alS7.3 r7a$2.5 *7b-90 +7b-90 fi 83• +7a3D +7a-9D a7aA0 +Tor-9B +7a-9D a7aAB +7a-90 •7a-90 +7a-90 a7a-9D a1d-90 +l�68 +7a-A.2 +7b$3 +7a$9.1 H�t2 +7a-71.3 a7a•74.7 +7f7-08.1 +/-S3 +rS9.4 +7a-71.1 +7aA3.1 87.12" ,7b-90 +7a-9D +ia-90 +7b-90 +7a-90 +7b-90 a7a-90 +7b-05.8 •7a•9D +7a-90 +7a-90 +iS3.4 +7a-Td.9 +7b-77.4 a7a-04.8 a1S7.1 +1-66.5 •1.897 a7(Y-eD.S alS4.4 H83.4 a1�8.4 +7b-78.3 e 7Y +7a-90 *7a•90 +7b-90 *701-90 +7a-90 *7b-90 +7a-90 *7a-8T.8 +7b_90 +7a-90 ,7a-90 a1St.9 +/b9.3 +7a-726 +7a-81.3 +158.4 +Jb2.4 H-05.3 +70'-78.1 */51 +/59.4 +Iffi2 •7b-73.8 E a 78' +7b-90 a7b-90 +7a-90 •1a-90 a7a-90 .7b-90 +7a-90 •Ta�3 •7fY-90 •7a-90 +1b-90 «lS1.5 a7a-13.9 +7a-7B *7a-78 HS5.3 a159.1 •/b1.9 a7a-72.5 84• a7a-90 +7a-90 aTa-9p +7a-90 +7a-90 +7b-9D a7a-90 +lba1.3 a7aEB.9 +76'$9.9 a7aA9.9 +I�0.3 +1-089 *7a-70.7 +7a-70.7 114' alb-90 ,7IV-90 a7a-90 a7b-90 +7a-90 +7(Y-90 a7a50 a7a-73 +7a-73 •7b-73 +7a-73 � 13a• .Tor-90 .7a-9D +m•90 a7a-90 a7a-90 ala-90 a7a-90 145' a7a-9D +7a-9D +7a30 *7b•90 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ^ Design Pressure (p.0 fer S W. W.dvas, NI Ar l- G.W. She" Side uder23- 25-15/16' 29• I 31-tlY 34• 40' 1 SP SW BY 67-IW uMer 23' +9Gr-130 25-i511O* +900.130 +GU430 1. +901-130 +=-130 +901-130 1 +GOI-130 +90/-13D +99-130 +90f-130 +90I-130 +GO'-130 67-1rz' +9aa30 *gn-130 +9u-130 +90/-130 +9Da-130 +901-130 +901-130 +901-130 +90'-130 +0-130 y n' +gG•-130 +901-130 +gry-130 +9N-130 +901-130 +917430 +0-130 wa-130 +90•-130 75- +9(Y-130 +9W-130 +90'-130 +9D/-130 +9(Y-130 +9a-130 +9a-130 +901-130 6y +90E-130 +901-130 + 0/-130 +9Dr-130 +901-130 +9Dr-130 +9a-130 174' +91Y-130 +90-130 +9D'-130 +901-130 +9d-130 +90'-130 134- +90I-130 +90-130 +901-130 +901-13D +901-130 145' +9y-130 +9ry-130 +90/-130 +g0/-130 ••• • • •• ••• • • • •• •• • • •• •• • • • • • • • • • • ••• • • • • ••• • • FOR GLASS TYPES: •• • PROd)(1CT n oern�7hr8 3) 7/16" LAMI (3/16 HS - .090' SG - 3/16 HS) • • • • • • • • • • a�ildascA&1 0(0 -15 . .. 7 7) 7/8" LAMI IG: 3/16" AN - 1/4"AIR - 3l16" HS - .090" 9(� - 3/19" HS) • • • • • • • • Ac«P�'ce 14oE-1p+rstk-�� 9) 7/8" LAMI IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" S&xa3/1FAi MS) • • • • : • . • • • By Misr a 'SG"= SENTRYGLAANTERLAYER BY KURARAY AMERICA, INC. L r •• ••s •• • • • •• LONG• •• • • • • ••• • SHORT S DE Is • • • • • • • • SIDE � • • • • • • • • • 11 •• ••• • • • • • •• LONG y.. I SHORT I SIDE �'1 SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. IAULt 11: Design Pressure (pe0 tr WYldows Attached to a Fume Assemdy Tube mWhdw Dmen•ion'A" under 2S 25-1511 29• 31-112' B Anchor Anchor Anchor Anchor Anchor Group Anchor Grow Archor Group Anchor Gray Group Group Group Group Anchor Gray NI All AN AN I A B F C& D A B I C D A B C D A 8 C D A B C D udx 23• + +7a-00 -00 +ro-0D -0D +701-06.2 +ro-00 +70r-00 +7(Y-73.3 -7ad7.7 , 0r6g +1-07.7 +/bt.3 +/-65 •7N-90 ,1 1 +/J8.9 +1..'B.S +ro-00 */56.1 +/-08.s *1a5.7 +7701-9 co 25-15116" +70d-00 +ro-0D +71Y-0D +ro-0D +7a-00 +ro-90 +7ad0 +ro-00 .70AW +701-00 +701-00 +701-75.1 +7a-90 +7a-00 +70r-0D +1-07.5 +7a-08.6 470t-90 +701-90 H-04.3 +7014M5 +7N-0D +7a-00 63• +7d-0o .ro-ao +ro-0D +ro-0o +ro-0o +7a-9D +ro-0D +ro-0o +ro-0o +7(Y430 +75TW +7a-00 +701-90 +70140 .701-00 +7D/-n4 +7a-09.1 +ro-00 +701-90 +7a-79.5 +71Y-84.9 +ro-00 +70PW 67-1? +7a-00 +71Y-90 +7d-80 +ro-00 +7WW +7NA0 +ro-00 +7a-00 +701-00 +7a-00 +7a-90 +7a-00 +7a-90 +7NA0 +7a-00 ,rodi +7W-W +70r-00 +7ry-00 +701$4 +71Y-8 +701-00 +70f-00 72 +701-00 +ro-0o +7(Y-00 +ro-90 ,7a-00 +7a-00 .7a-00 +7N-00 +70/-00 +7a-00 +70b-00 +7a-0o - 7a-00 +701-90 ,7a-00 ,7Na7.6 +701 +7d-0o .70/-80 +701A3.4 ,70/A9.1 +70-80 «70/-90 76• +7(Y-00 +70400 +ro-0o ,7W-UU +ro-90 +70140 +7(Y-00 +70f-0o •7(Ya30 +71Y-60 +70r-90 1 +70160 +70/-00 +70(50 +70E-00 1 ,70490 +701-01) +70/-00 +701-410 W +70/-W +ro-0o +ro-90 +ro-0o ,7(1-00 .701-0D +ro-0o +70f-90 +70/-00 +701-00 +70/-00 1 +701430 +70/-0D +701-w +701.90 g 114• +70/-00 +%aG *ro 90 +ro-0o +70rA0 +701-90 +700-00 +701-00 +701-00 +7N-00 +701.90 g 134 +70 -00 +ro-0o rro-00 ,ro 90 +ro-0D +7d-0D +ro-00 145' +7Gr410 +701-00 1 +70/-90 I +70f-00 FIGURE FOR VERTICAL FRAME ASSEMBLY TILE 10' FRAME �j,1AX ASSEMBLY TUBE WINDOW DMENSION �WINDOW ADDITIONAL DIM ION ANCHOR (4). IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME WINDOW ASSEMBLY DIMENSION TUBEI it T t0"MAX. WIN[X7W ANCHOR DIMENSION (4), IF RED. •A TUBE SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLYTUBE. 2 J V) LL• LLI Q ~ LIJ _ W^ O LL 0 'a) N n � (L Z mH N 0 W mo D NZ O Z (n W Is W Lu N 3 a 0 O O Z n O m 0 E. (n W \ V IX „W sX _ Y A C LL H ZU� �i a Z. �� o a c3 o I LYNNMi Q�.•.• LICENSE •.:(� No.58705 •� �(/ u �O�••- S i Cris '•F�ORIDP..�'G�� S ONAL P.E.s 56705 FOR GLASS TYPES: corwcrnEvlRSID 4) 7/8" LAML IG:(1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) '" plv"e"'rihdOQiefift ,:alai.• Cede 'PVB'=TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. ,,Qpu,.c.Ne n'Ob4•%5 E>,pitmioa Dore TABLE 12: By h4 cwe 1-1 SHORT TE ❑ LONG SIDE SIDE 1 LONG y l I SHORT SIDE ���1 SIDE Y� LL 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LLJ LOCATIONS AND QUANTITIES. m W n 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY J OR HORIZONTALLY AS SHOWN. t H Z Q TABLE 13: ~ �- <0 W r 5 (7 �.O 1.Of O eo N CL >Z Np U) > ` u 8� $� LZLI �Z W Y Y W O O Z U =r O O aV5 W SO x "W aX " '� o '� x ❑ = LL FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE p0 1 o o � • FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 8 FRAME 10- FRAME wlNDowgLy SEE SHEETS 1, 4 & 5 w R o SEE SHEETS 1, 4 & 5 FOR t0 MAX. ASSEMBLY WINDOW ANCHOR DfMENSKxr TUBE FOR WINDOW ANCHOR > w TUB LOCATIONS AND •B. LOCATIONS AND o i QUANTITIES. SEE SHEET O WINDOW QUANTITIES. SEE SHEET I IO' MAX. 3 FOR ANY ADDITIONAL 3 DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REWIRED ANCHORS REWIRED • • • • • • • • • • • • " / A' FOR THE FRAME ADDITIONAL FOR THE FRAME GNY LYN�7 ASSEMBLY TUBE. • • • • • • • • • \�� A' }T WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR • • •• • • • • • '�a-•..�I..... fz I -�+DIMENSION� ANCHOR DIMENSION I'�- (4) IF REO. • • • • • • t • • • • P�,•' F ••. (� (4). IF REO. • • • • • • • • f •A" • • • • • • • • • • • • * ; No. 58705 •• ••• • ••• • • ��'••MOE • • • • • • • • • • • • ' /"ONAL • • • • • • • • • • ////j rlll lltttl • • • • • • • A LYNN MILLER• P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.EY 58705 Oal fl Prtcsue Ipsq for St,�e writloa�s, AN Archa Groups Shod Slee areEr Zr 27-Y4' 037/2• 3r 4f 4&ilf 53V8' uber 23' ,fia-70 25.t5/t8- .eaao 3r.eaao.eaao.eaao+ea-io N' +801-70 aea-70 aea-70 aea-70 *en-704&1H' +Ba-70 F+=-70 a8a-70 aea-70 e8a-70 a®v-TO+ea-m5&1/B' +Oa-70 a8ry-10 ,Ba-70 �801-70 aBa-70 +Ba-70 aed-00.3SB'�00�-70 a8a-70 a8a-70 r80r-7D r8a�•.e a8prb4.B83• a8a-70 a8a-70 +•a-70 ,ea-70 rea8978' a8a-70 ,6a-70 a80.80.5 al-s IH• asaao .ea-7o Desigl Prrssae {Ps0 far Windows Atlached to a Frans Assembly Trbe mWindom Durwnsiat'A' untla 23' 25.15r1ti z7-3'4• 34 vz 3r e Anchor Grail Anchor G Anchor Anchor Anchor Arrtla Grail Anchor Grab Anchor Graf Antlla Grail Antlta Group ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . • ... . . . ...... . .... . . . . %:. . . . . . ••• • • • • ••• • • • • ••ALUMIRUM • • SILICONE HOT -MELT BUM • •F�INF�E1FNT. PpLY;6i DESICCANT FILL AREA STRUCTURAL •• • • • •BIISYLRNE• NCTURAL SILICONE 3I16" NOM • •—� • 11;' N • SEAL•VINT". 5l16' NOM. 3UTYLENE 114"NOM. FOAM •BU11't r<• • •LICONE SEAL ESICCANT WITH DESICCANT ROLL -FORMED DESICCANT FOAM STAINLESS STEEL 3LASS EXT. GLASS E)(T. GL4V • • • • • • • • • • •pry. GLAS INT. GLASS INT.GLASS INT. GLASS GLASS O KODISPAC_E 76 SUPER ODURASEAL@ 76 XL EDGETN 4SG TIPS SPACERO NXTTM SPACER SPACER AS REQUIRED PER TABLE 3, SHEET4 it.. Deg. # DaacriptIon Mal 1 7005 Main Frame Head, S. 6 Jambe 606" Alan. 2 7071 Anchor Plate 6063.76 Alan. 3 7007 Installation Hob Cover 6063-T6 Alum. 4 7010 Frame Comer Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 32 1 1713 lSettmg Block 5/32' x 3/16' x 1-1/4' EPDM 1714 Setting Block 5/32' x 1-7/16• x 1-1/4' EPDM 7036 Bead B 6063-T5 Mum. 7042 Bead C 6063-T8 Alan, r 7059 Bead D 6063-T6 Alum. 1224 Vinyl Bulb Watp Vbkk) Flax PVC 70 1225 Vinyl Bulb Wstp (Thin) Flax PVC 70 Dow 899 Sikon Backbeddirg 70 71 134 T004 Add -on Flange Casement Frame Aaey Tube 606175 Alan. 6063-TB AIHm. 86 08 X 1-12• Quad Pn SMS Stainless Steal Stainless Steel I#12 x V Ph. Pn. TEK Stainless Steel Part Description Material 75 Kommeding 4SG TIPS Spacer System 76 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for T7 Quanex Duraseal Spacer Materials 76 Cardinal A Edge Spacer 3.545" 1.124' �--- 1zs 993' 1,356' NOM. � � .�. � � 2.701' .439' 1 r �� r .OSB• .p62^ 1 � .oar 1.1ar11 — z.784^ zas ass 093' OFRAME HEAD, O INST. HOLE COVER O ANCHOR PLATE 70 ADDON FLANGE 71 FRAME SILL & JAMB #7007, 6063-T6 #7071, 6063-T6 #134, 6063-T6 ASSEMBLY TUBE #7005,6063-T6 #7004,6063-T6 .050'-{.706' 172' 5 —�{ . .865• .86Y .8710E I� .050" 7 6 —T � I 565 O35 BEAD B 36 BEAD C 37 BEAD D #7036,6063-T6 O #7042,6063-T6 #7059,6063-T6 PRODUCT REVLSP.D as eomylyina wilk"Fki& Building _"0 41 Acrepuem 1Mo Dee \1111111/l/j F,* tON i�� . •... • Revised By: Dote: Revision B: Oy i Dade r Ccelyd .` S �..�,ICENF•!ll� �� JR 05/25/17 NO CHANGES THIS SHEET. Ni Revised By: Date: Revision A: * : N0.58705 ' =-p �� - ® DeecriPt:on: DTa.n By: O '. STA'•(V BOM AND EXTRUSIONS J ROSOWSKI •. p i,�s '•.(OR.OP,.•"G\�� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-16W Tine: FIXED CASEMENT WINDOW DETAILS - LM pate: 08/08/12 /`,S10NAL EN\` 'nnlllllll\\\ ovr@IG1Ro W17 fGr POLMTRES, wG ALL RIGHTS RESn3N® Series/Model: Scale: Sneet: Orourin5 No. Rev: A Nl LYMLLER P.E CERT. OF Al1TH. 129296 CA-740 NTS 11 OF 11 MD-CA740E-LM C P.E.e 59706 M IAM!•DADE MIA.MI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7B6),315-2599 NOTICE OF ACCEPTANCE (NOA) tw.gitwmidade.tsv!'economy•• PGT Industries, Inc. • ...... .... ...... 1070 Technology Drive • 00 North Venice, FL 34275 .... . . ;.•.•; SCOPE: •••• • •'••• This NOA is being issued under the applicable rules and regulations governing•fW%e of C.M:nction••.•.• materials. The documentation submitted has been reviewed and accepted by Miami-Vade Conn% AER -"•':' Product Control Section to be used in Miami Dade County and other areas where itoiied by the Authority �� • Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade alo ly Proud Control: ;...•; Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reseMthe right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision 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 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 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 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED fees • • ..:4f... • e DR4Vf jLVGS e:.. • f :*so 1. . e:14anufacturer's die drawings and sections. e e • e: • • e f,9abmitted under NOA No. 10-0819. 05) *so**: : 2. o "Mawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 •;;;;4, •••••;;�pugh 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by ...... : 's '..i' wufacturer, signed and sealed by Anthony Lynn Miller, P.E. •••••• IC...: TESTS • • • •; • • 1. ; • • ;t reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •.,;�' 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, 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 5tn Edition (2014) and with FBC 6te Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. 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. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • . . .... ...... ...... .... F. STATEMENTS 0 0 0: 0 0 6600% 1. Statement letter of conformance to FBC-5" Edition (2014)•and•FBC-6;: Bdition: (20147, dated 06/22/17, issued by manufacturer, signed and sealetFby Anthony Lynn**:*** ... .... Miller, P.E. ...• ..... 2. Statement letter of no financial interest, dated 06/22/17, isby manufacturer, • • •, • signed and sealed by Anthony Lynn Miller, P.E. • • • . 0 0 00:0 :*600* G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLEr—CPe1I1IO'NID1H FOR VERTICAL MULL I MULLIONS / -� SEE DETMS A-D.G.H; SHEETS 2� SEE DETAIL4 ATHRU G; / I �( I i SHEET324 VERT. MULL LENGTH / III I I / SEE DETAILS HORZTAL A-0,GJi; MriON SHEETS 2A LENGTH HORIZONTAL MULL --1 LENGTH ... . . ... •.• •• . . .. .. .. .. . . . . . . . . . . ... . . . . ... . . GENERAL NOTES: • • • • 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FbR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE ANDIIbULD B EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD 'W*S WWI, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE.FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, B : SHALL• • ///-R6CTANGULAF2 NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. • SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOPDS CORRESPONDING TO THE.RIQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WASI NOT USED IN THIS ANCHOR EVALUATION. THE 1.5 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. • • • • 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUcTONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES CN THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A THRU G: ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / 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 SIZE SHOWN ON THE TABLE(S). FOR H ¢�A- 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST SEEDETAILE, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACON/AGGRE-GATOR NONS PRODUCTS MAY CBE OF ANY TYPE MULLIONS MUONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING MUST BE CODE AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BY PGT. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 11) QUANTITY OF UNITS W ITH,N A MULTIPLE MULLED ASSEMBLY IS UNUMITED PROVIDED THAT THE SPAN AND OPENING W;OTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: OPENING W WTH� I'—HORIL MULL LENGTH—j —I UENNGLLHOPENING V.Tt HEIGHT FORVERTOF'ENItK� . MULL !y HCPoZMULL HEIGHT i MULL L lLENGTH SINGLEMULLION SINGLE MULLION �FORVERnCALMLL L OPENING WIDTH FOR VERTICAL MULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE CODES STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC). 5TH EDITION •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADM-2015 •AISI SIOO-12 •AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSlFT2) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MUWON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR TRUVNGULAR/1RAPEZOIDAL'. G R/1L y-..._.I INS ..... ----_ 1 ELEVATIONS ... . ......... _..._............. 1 MULL TO ZX WOOD...-_....._....... 2 MULL TO 1X & MASONRY ...... _...... 2 INS AT10K1NOTE,S.......r_._•2• 66 Y_. . •.__. 3 • S L JT�.rf'-'-' AT E IPS•..._.r..-•� • - 1 1 A 2 .125 1, S _�_..- 5• • 1 X 2 X .375 MULL SPECS-..-_._.6 1 X 2.75 X .375 MULL SPECS..--_.7 1 X 215 X .85 MULL SPECS .... ...... 8 1 X 3.125 X .500 MULL SPECS........9 1 X 4 X .125 MULL SPECS..—_..-10 1 X 4 X .375 TUBE MULL SPECS.... 11 1 X 4 X .375 T MULL SPECS._..... 11 125 X 3-198 X 265 MULL SPECS...12 125 X 3.25 x 100 MULL SPECS_... 13 125 X 32S X.624 MULL SPECS _... 14 125 X 3.94 X.624 MULL SPECS_... 15 2 X 4 X .25 WILL SPECS-.__.__... 1S 2 X 8 X .25 MULL SPECS.....__-.. 17 126X 2.11 X.125 MULL SPECS_.. 18 30- X 325 BAY MULL SPECS......... 19 45- X 325 SAY MULL SPECS ....__ 20 MULLION & CLIP DIMENSIONS._.. 21.23 EXAMPLES 1 & L...... ....... _.......... 24 LOADING EXAMPLES .- --- _...._._-25 4) FIND THE CHOSEN MULLION'S MULLION CAPAGTY (LBSIFn FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MUWON TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED INSTEP 4) ABOVE, FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND ,MUST BE MET TO ATTAIN THE FULL MUWON CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LB&'FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPALLED CITY (LBStM OBTAINED FOR THE MULLION SYSTEM- THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MUFENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Dam• 05/26/2021 ,I" wf LYNAf 2��•• �cENsf •�l�F�, No. 58705 / 1s =9 LL �p0, ATEOF� : !'4' ZONAL SN``� A. LEAN MLLMFR )� E. FL P.E.# 58705 • 1" m DETAIL A: DETAILS: ""-ON o MULLION TO 2X WOOD BUCK LION MULLION ATTACHED TO 1X BucKSTRP PERSUBS R ez PER SUBSTRATE. OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT AID SEE SEE TAKES i&t3B (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS. N SEE NOTE I. V 1 MULLION I SHEET I. i t I I Z h W 6 1 I 1 LU MN 2.7 KSI - -' '' EDGE W Q = SHEETS 21S-23 FOR HOLE d b I CONCRETE OR CMU --' IDISTANCE, W - I i t 1 F ~SEP BEE TABLES n _ ERHHR THE I. LOCATIONS e ° 57ANIL RD • ea I FOR MASONRY 78-13B rc 2 � 1T = OFFSET WLL < EDGE < ° ANCHORS U, IM O 8 H O:STM!^..E / ANCHORS rarAUEDev n IM s�WOOD i i SIDEVIEW m co THIS METHOD. . 250' MAX FOR <n de ~ Z ALL MULLIONS < - e ETTHERTHE f- Q n STANDARD OR 2 U 6 2 < < e OFFSET MULL z ..b e n< CLIP ANY BE W2 sO INSTALLED BY H B Z n EXTERIOR THIS MErI+oD. Q F Z < n� EDGE 4 =a •�- •- < d DISTANCE Z ° ° n FOR - m _ F- Z 0 Z N ° MASONRY Q o' m THE OFFSET CLIP IS ANCHORS a a J -% 80 .�O „/� a RECOAIMENDE➢ FOR a � Lf FWfS. BUT N W EXTERIOR °d WINOOWS.flUf MAY `L y / OT�SHEOR RAMIE TYPE& 0 (~A fn V1 0 0 a IL ZOO - TYP. ANCHOR M ji 5'1 q b �� TYP ANCHOR PER SUBSTRATE, 8 55 TYP ANCHOR PER SUBSTRATE, SEE TABLES IB-13B PER SUBSTRATE. SED SEE TABLES 7B-16B PRODUCT withREVthe Florida SEE TABLES 18-15H EDOE/END BUCKSTRIP complying Building Code ~� sEE TAME s ATTAµCHMENT NOA-No. 17-0630.01 T— 15-138 I BYOTHERS. EMBEDMENT BUCKSTRIP EMBEDMENT' SEE NOTE I, Expiration Date05/26/2021 ATTACHMEW AND SHEET 1. • BY OTW RS, BY + SEE NCTE 7, Mtaml-0e Met Contra SHEET 1. MN 2.7 KSI CONCRETE OR CUU FRONT VIEW SIDE VIEW FRONT VIEW I INSTALLATION NOTES: i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 111111 I 1 I 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • • • • • • • • • a LICENgF'• ��� ' I ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE • • • • • 7 ` CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE • • a.: • • • - •P• •�� /% FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. • • • • • • • • • *er No. 58705 - • • • • • • • _ fir* _ 3) ANCHOR HEAD TYPE MAY BE PANHFAD, HS(HEAD OR FLATHEAD. • • • • • • • • • •�� SATE 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. SOT ••• 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNT', USE ONLY MIAMI-0ADE COUNTY APPROVED • • • • • • • • • • e�Y,� /ONAL•�C�G ELCO ULTRACON OR ELCO I/4-S.S. AGGREGATOR MASONRY ANCHORS. • • • • • /j1R11 i • • • • • • • • • A. LVN� MiLRLER, P.E. I • • • • • • • • • • • P.E.# 58705 I ••• • • • • ••• • • • • Is • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) a EXTERIOR e" n EDGE DISTANCE FORMASONRY ANCHORS TYP. ANCHOR TYP. ANCHOR I PER SUBSTRATE. SEE TABLES 18-135 I I EDGE DISTANCE I FOR MASONRY ICI ' ANCHORS I s E CLIPISDORED TMAY DFDR TYPES. a e ` / AND ATTACHMENT BY OTHERS. ... . '- SEENOTEI, f SHEET 1. EDGE . DISTANCE -rSEE TABLES MN 2.7 XS7 CONCRETE OR CMU MIN 27 KSI CONCRETE OR CMU 18-13B FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELOO ULTRACCN OR ELCO 1/4^ S.S. AGGREGATOR MASONRY ANCHORS. . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . DETAIL E: .. �� u • • • • • • • — 12SMva MULLION TO MUiLI04 • • • • • • • • • • 4 ( INTERSECTIOi ROTES: • • (U-CLIP) •• *;MAYBE INSTALLCUIN'fEE-OR'CROSS"" $ LLD INTERSECTIONS.' VARIES 2) MAY BE INSTALLED HORIZONTALLY 2 U - • (Slljgj*)ORy6RTIC%.LY. • • •• to • • • • • • •3)SW_lI-CLFG16US•IK21-2 RLlON* • a ) a U • FOR CeR_R'- TOP VIEW • • >Z MULLION • • • • • • • • • �W W = VARIES I Al2STEELSCREWS, SELF-DRIWNG OR PRE -DRILL j C> S MULLION AND USE SMSWOm LU TnWZZO_013 rEXTERIOR a N:ULINTERSECTION W U-CLPRI"• of to ' Z Z �- 2 Z Z ¢ N m SEE SHEETS 21-23 FOR 2 Z y O m HOLE LOCATIONS Q FRONT VIEW EDGE W Q L Y DISTANCE ® I-- SEE TABLES 15-133 U Z Q O S2 Zmo'o 0 ° a9 ° w SIDE VIEW a� a' REVISED DETAIL D: PRODUCT MULLION ATTACHED TO 0 comp ing whit the FloAda STEEL STUD NOA-No o• • 17-06320 1 (STANDARD CLIP SHOWN) oat. 05126/2021 P�Lpintlon Explim TIP. ANCHOR PER SUBSTRATE. SEE TABLES 1B-/3B SEE SHE 21-23 FOR FOR STEEL STUDS THINNER THAN 18 GA AND COMPLIANT WITH THE FL BUILONG DE CO, A ZX WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE ViOCO ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. ::-ZjrDl3F 1`IttHiI IH L//// SOEETANBLGS `"OJAY LYl ft NIB-176 ` Q�� .-'• \-ICE NSF, ��� .� NO.58705 ••� SIDE VIEW TATE I T .' •(V�� A. C7TJ�YN FL P. 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-0• \ SHEETS 2 AND 3 FOR INSTALLATION X TO SPECIFIC SUBSTRATES. EXTERIOR STANDARD MILLION CUP MODIFIED TO FIT FP1D CONDITIONS. 19`, INTO WOOD, STEEL, ALUM, CARD OR MASONRY EXTERIOR O EW SHOWN WITH 1' X 4• X .125. MULLION TYP ANCHOR PER SUBSTRATE, SEE TABLES 1B-135 STANDARD CLP TO BE MODIFIED IN-FIEi.D. EDGE D'STANCE 4 PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1 26- X 2.11- X .125- MULLION. 2) SEE TABLES 1B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CUP) TYP. ANCHOR PER SUBSTRATE, SEETABLES 15-14B I h8 Th ^� y _301 OR 45' - BAY MULL 04 s U O IO Z 0 O P VTOJJ a i I I I TYP. ANCHOR I PEA SUBSTRATE, I �SEETABLESISBDRISS I EXTERIOR I I 'I 2' X 5'ANGLE CLIP. 2 PER MULLION END. MUST BE I I INSTALLED INSIDE OF BAY MULL O I I O 0 0 W PRODUCT REVISED as oom yI with the FloAda BuDdi'g Code Noa-No. 17-0630.01 INTO WOOD, STEEL. ALUM OR MASONRY EXTERIOR W Expiration Date 5/2 "6/2021 - BY C Mlaml-D Product Contro voEvhsTt'OR ANC PBy f U Ir 1 EDGE O DISTANCE PER ANCHOR vi 1111 E G NOTES FOR INSTALLATION OPTION G & H. • • • • • • • W_ • a� `\ pNY LYNN �'•' LICENS ' � - F • )USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST 6I INSERTED I�SIdES�M .•LION . v Q : :�� 2) DETAILG SEE TABLES 18-148 FOR ANCHOR QUANTITIES ljJD S1114T :1-21F0D H(tE _ �» No. 58705 • • 900 • • • - /' _ LOCATIONS. H: SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE • ® �OT 3) DETAIL LOCATIONS. •• ••• • s F ''•'t ORIOP.•• 1,, ••• • • • . . • • • La n ,s�� NG �• 4G�WNAL • • • s • A. L 1VIMILL�, P.E. • • • • • • • • a • • � P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ... . . ••. . . .. .. .. • . . .. .. . . . . . . . . . . •.IS ••• . TABLE 1A YulYon Camacitv Table • • • Opening Width (hr`erticalysparl't mLftrs) or Oplming H4ligfit(for honmr'�N-spar9t6g rr*Aom) WF iWF 120E 14CF oiwh••• 50F WF 70F so in Rxw�ynr T-p/r0rp. 1 Trprr&.o It tarots Tup/ihng. R-1-9-r 7F4NTtl°nF LudkW Lmbq L9sa19 Laadn9 Laadn9 Loed'19 L-179 Rant lulu TnpThn9. 11Cmrgllr 7t4P/TW9- Faaranpir Tnv/16Atp. Pxt+O7r Tup/Maq. L-dg LO-**m L-Ift U- t9 Lcadlq LPadrg Laadaq Ladn9 Loadq Laadtl9 1 z 2 z.123 AIum TOtter Laa&g S g_r $ ?_ �_aagg isSo L, = 3 �_ d. a.g. oTalm c 3g d •S,NUIYoe 7n � �a�� a �g� 3 i aY fit �_ ig�gq Tvill Ep c3 ¢e 7S v R 6� `$ °; i� $_ g g28s'E @ s�e mat �z s8 az° I� f� d89` f� Fg 3 i� dd 3� a i a¢`$@ dam`¢ dg d {2F 117.9 408 129.5 372 93.2 /05 773.5 325 79.9 401 107.8 721 89.9 408 104.! 319 62t 108 104.0 319 55.9 4N f0/.0 319 4fi.6 4N 3t2 39.9 Ze.t 108 312 104.0 81.0 719 24! ]5.0 at {06 712 10{.0 81.0 N9 244 48F W.625h T4.9 312 a18 258 62! 53.2 712 261 73.4 a7.5 252 271 515 45.8 3tt Mi 67.0 55.7 248 224 {QB 39.9 312 281 812 32t 216 222 47.8 33.3 312 281 61.3 50.1 211 220 37.5 31.9 3tt 211 81,0 Ia] 244 319 712 26.8 18t 15.4 247 49.3 219 193 2.0.0 18.4 Zel 247 3&1 ]41 219 133 193WF 6.9 281 7G6 231 KM 49.8 ?@ 37.8 247 "-a 199 3Z9 2{7 41b 198 29.2 24T 39.t 19< 2a.3 2!7 3a/ 197 219 2Q78.8 rO4[44 2{7 78.1 72.6 2f7 57.5 277 p.9 217 5 3A4 200 lt.2 170 3Z0 200 35A 1W 27.4 2W 31.5 187 24.0 290 269 1W 2i.3 200 ZIA 150 191700 Zit 157 18.0 2C0 J Win 33.1 181 33.3 156 27.5 111 30-3 152 237 151 26.9 1!9 21.7 /81 24.5 146 18.4 tat 72.5 t44 16.8 781 41.7 143 i 65M34 21.8 185 30.a 165 nI 130 20.5 165 23.1 136 N0 165 210 172h .2 139 23.3 1>8 19.9 111 1" 130 17s lie 78h iL9 In 19.7 f 125 ieb 107Ila 18.2 runo reoerm eOJ US' An CAMCM moq fox Heim OAU Fa A CM) PT WOW mmi S904LMC 27k CaerW 35k CN1e. 1/P ss El.. WIS' Elea IX' SS Eka 910 S@el r2 Steil 912 SNe ndari7pa 9118'Eko(18rrn Ur EWa U1man 5119' Drn Uea¢m y18•Eke LIM- 1/4'Eiea LWI- AgpnGalm 1R:eom A0•-C� Sena(G5) Sawa IG5) Saes(05) Anchor Cap PalteMs 2-12•'•z-trl r2-I/I r Yt/R7-37C 2-1- r 7 t-L!' 7.1/4' 1-t/{t-0/T 1-1w 7-11C2 j1W 13H' 1-3M'18/4• 2W Ba 354 CS 740 ha 3741aa N2M TbOhlAneeaa®1.14Yh Ancha•®I.7S Mh O.C./SbnC131p Q=4IC QGISnnaxCEP pia 23 4Wh 700 io. WA WAWA WA ]IOm WA WA WA 29a 26 a858b 885 Aa 1120b/R)M/IFq. 1120 as2 3T 7Wb 7W Ba BW Ya 15Wm 1896W SIn 9W IW WA 7WM 1I81b WIVA A WA 715 kaLip Anoka• ®0.45' kit. O.C. / ll-Ctlpkm. (fig. {k WA WA WA WA WAWA - WA WA WA lOs J70 kn WA 7871'a 01E0.1:1 (F7p. 5C 195 t15 795)L9 22510s 445 Fa 622 tla t35 b 140 W4 17i WA 1 bs M2IBs rW let F{71pryi0. 6C 2m �`� 350lb. ".,..."iru�o1rn111CC WAWA WA AC TLIF WA 190 ea CTGNf1ARf)(71P WA FIGURE 1: FIGURE 2' FIGURE 3: Fe-� =0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE6: ANCHOR CAP.,e,,,,,\ _ ANCHOR CAP.,,e I MULLION CAP.,,e,,..,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLICN CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED as comply with the Florida Building e NOA-No. 17-0630.01 Expiration Bate 05126/2021 ey Nlami-D Product Comm TABLE NOTES: .) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 1 HOLES TO BE DRILLED FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 125• ���NY LYNIv 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED SHALL BE PRESSURE -TREATED ` QC CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CJO. WOOD WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125 `1't NO. YELLOW SOUTHERN PINE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2' X .125' MULUON 58705 '. * - _ _ •�_ THE MATERIAL #10 3 #12 ANCHORS INTO WOOD MAY BE STEEL 16-8 S.S. OR 410 SS. •1' 6 �� / , f �� %O SPATE L A. lulit P.E. FL P.E.# 58705 TABLE 2A Mullion Capacity Table aMt OPACITY Opening Width (for leiticaly4paai(g mlfors) a enlny Heg III (for hod20ltat"parvirlg n%Aons) 100h in 00h so in 100M 120h 140M Ratfapub 50M nap•Td•p. R.c7nrpWar WM TrWTderp. Rect.Wu 7D Trap/"dap. R-tapWar Tapr".9 Raaalplr Tnp'Ttlap. R.darpldrt TapRdan9 Loao4�9 ReCvgNr (vamp TreP'Tdary. Loadry RaaaryWa tm&c TrapRrarp. LmdYp RempWr Lnadrp Tr4p Lood d(w ra 1 x 2 x .375 Minion Alum. TubeTill La-1v 3 Lnadrp LPadrip I-wdira r r Lnalirc r Loedro _ya LaeODp Loa . LoaaGm o Inro L-d n9 ?P.E_p8o a� 8 9 P 3 a P v P? 6 L P fs b 6� 42n 1710 620 17C.0 435 I51.3 (9Q t7D.D 47e 729.7 661 170D 506 713.E 662 189.5 518 1=9 112 te&1 "1 Wa 6a2 168.9 617 7&7 SM 15&D SIT a49 062 16&B 517 5&7 BB2 t6&9 507 BGO 517 386 48M 136.0 419 101.4 5P7 119.2 410 56.9 507 10&7 403 70.0 507 1020 399 67.6 W7 99.6 - 3W 307 ta18 Sta 507 89,0 4W W D ]98 355 W7 43.2 W7 456 BB.O 80.0 396 356 4&4 37.0 507 456 59.0 W.0 396 356 3&0 321 456 W.0 356 121.5 5C7 W.625 in 1N.7 45e 379 86.4 71.2 458 99.9 400 809 371 378 74,1 81.0 456 407 90.fi 72T as 3YL 64.8 534 458 84.6 4lp B7.3 3W 318 57.6 455 fiI.3 47.5 4110 61.0 315 427 400 613 314 356 400 61.8 31] ]&5 400 bib 373 2&7 400 e7.a 313 W4 62.3 400 37A 294 54h W 111 C 83h r-3 67.4 33fi 278 i52 51.9 4L8 324 575 294 492 Z70 24a 41.5 3&4 324 294 51.2 43.8 26/ N1 3&D 336 32A 469 294 328 2W 237 34.6 324 43.9 2919 299 37.1 257 234 31.1 2&D 331 420 2D1 3&2 355 2Te 260 724 324 291 40.5 17.3 253 230 222 1B3 324 294 266 405 334 277r2O9r1444.5 2A 23D 18.5 1&B 3Z4 40S 2D4 334 238 27.7 293 230 7D9 518 =_ 365 49.8 T30 30.0 424 225 334 266 31.5 Z21 29.2 268 341 218 26 269 31A 215 234 266 29.9 2t2 19.6 268 2&0 210 1&7 4&8 66M 72M 37.9 IN W.0 TS 322 iB1 2&7 725 2&4 1B5 225 Z25 25.8 1K 200 2a 23.5 162 1&0 223 221 1W 150 225 20.3 777 12D 225 19.6 273 19.6 17676M 36.0 225 i1 30.8 2a.3 202 162 -320 298 tT7 195 2S5 235 2Q1 27.2 192 251 173 1� 21.9 R2 202 11n 13.9 220 170 t62 192 17.7 2ttt 2t.5'67 i@ 16T 1 17.0 202 19.7 1t57 112 18.1 165 157 1&3 14.2 202 7&4 19211.5 163 128 202 192 16.7 15.2 1W t52 10.9 10.1 2M 192 1597J2 141 115 tD2 14? 75B76 1W W n ia.6 1M 79.0 729 15A 144 16.1 17e N In 152 127 15.6 113 , ADJUS TART F 2R - AM norla G rame tw Hollow CAU F81m CMU PT WPo4 Matal SWs9ae: 27A Cma1.x 3.5k Can. V4' 83 EIOP 9116` Ebo 1/4' 36 EIw a1D Sbel 8'2 Sue) a12 6tetl AncM Type 318' Elop IJaraMn 1/4' EI.o uaaom 5nB• Eb llRltam 3ne' Ek. Utltlem 7M Ekp tauwem � Illaaom AODaw S- (G5) 5clea (G5) 6naw 05) Anetiw Clip Pathrna 2-t? 311Y 1• 2-iR' 1• 2-1? 7 3ve' 7 0.45 0.51' 0.]24• Edo.Dbdnoe/n 1' 2-1/Z' .1• 2' 1-1M 1-V4' i-11P 1-tM' t-1I4' 1-1N' T 132' 1J78' terba EmDedrnml pnT AneMrs 4.75' MM. O.C. I Staabd w Obd CUP (Fp- 1T 1S'P 1�4' 3D0 IN 3W b 1�'4' 1�'T 450 b 690 b teM b 270 b 28D b 354Ib 740 b 9T1 b 5M b 846 b 3/1 b 805 b (IOS b 5W b 1720 b 2 Q 4 ArNINrs ®1.15' 148t O,G 1 Stamd (or 001W) Cap (Fig- 2T 400 b lid I n WA WA WA WA 380 b WA WA WA WA WA 8W92A 6 t4WA E52 b �W2 a a 17Z1W1250 (Fig. 4 4JtO.. Im b 1. /&n 1. bb.i WWA 7W bM7 714Ba b 00D b a A6 AIRb bbme 2 AlcR6045MCp,5.p A A WA WA WA W WA 7 WA 221 Ana /F131p (FpS 1B51 245 822b 435b 140b A WA ]Ib 62 b SBO b 2 Amh- ® 1.15- Mgt O.CJ F-00 (F19. 6 WA W ruc e crLA inn o5mo A WA NOTE: t-UK I HL V--1 -11, we • --• • -•-• • _._ I- .._...- _- FIGURE t: FIGURE?: J1 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 6NCHOR C pp-) 3( ( ANCHOR CAP\ •ANCHOR CAP.,. MULLION CAP.,,.,,,,,% USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER TWIN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE - TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 000• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000' HOLES TO BE FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED -�!(5•• • • • • • • • •j • • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6D63-T5 AND BE A MINIMUM OF .125- ,••�� X IWULLi� • • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •17t • • LEAST .125' THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. O In 2 w N I I O J w C F -j I F co w Z Ni m a� $ V f n J Q rn J Z Z J Z N y Lb o o N W 1+? X Y 0 V N X 4 fn O <..T Z to 0 g 2' PRODUCT REVISED as compyl g with th• Florida Building to41e NOA-Ho. 17-0630.01 Expiration Date 05126/2021 6y 0 . N0.58705 •: STATE �iRN�s'•.FZORIOP' "0" ,q 'QNAL 0C, ,• • • 0. LNIMILLER, P.E. • • RL P.E.# 587D5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . . . ... . . .. .. . . . .. .. . . . . . . . . . . .... ....... . TABLE 3A MuObn Capacity Table (@1slIL2) • • • • • ' 1l2-7Si .376 Abm Tube Mu01on in T+PR6aV LI-am Reeonp8ar LcadnY a 170.0 1TD.0 IT0,0 761.3 117.8 191.6 66.3 ®.D 57.8 53.5 34.8327]8.4 80 s ; gg t7e$ 744 050 8% 907 775 66a 607 s10 456 135 in70 TnpTdrp. Loadng '6, 170.0 170.0 770.0 170.0 /30.3 1115 %1 730 a1.7 Sa.a -, 3 478 58{ 631 691 611 aST F Loadrp u� 170.0 170.0 1a7A 1162 t06D 37.0 afi6 992 1032 807 733 IN so 10 458 43S 327 W2r Opening h Trm+TMNa L-drg 4 a' U 7700 1700 I70D 1M.7 1160 90.9 15.0 64.3 54.1 49.6 31! Width ES ci$ 108 a]D W4 730 599 547 501 426 385 7% 280 F F*CW9.9r Loadn9 o.. 1700 170.0 148.9 110.9 aa2 762 652 51.0 43.4 401 28.1 a eer9caly-spartring a01n $ 3�' 952 1133 1032 907 T15 ON 007 510 458 105 327 TnprNa,9 Loeft > 8 170.0 170.0 170.0 15Z6 70a3 I0.1 77.1 $7.9 46.6 447 263 cR` i 519 861 723 720 Sat 5]6 193 412 375 ]80 2/5 1n91iora) Fs loa*v u_ 1700 151.9 130-5 1V,5 Ta{ 67.7 5a.9 45.4 35.6 76T 212 or 901n qdr ' u� 1116 1139 I= 907 735 ae6 607 510 463 435 327 Opening T.Wdarp. Lmdng L• cS_ 170.0 170.0 170.0 145.0 99.5 93.9 71.5 53.3 44.9 40.9 23.7 HNgM 1 t u 621 Fr7 747 714 Sa3 S31 /88 p3 373 356 271 (Tor Fkcarpdar 1.0n109 L fi^ 170.0 136.6 117.4 %8 T0.3 80.9 57.0 Io.e 34.7 32.1 2A9 ItorizoMaly-6pam 100 a 1240 1139 1072 907 776 fi68 a07 51D 458 435 327T2861 h TraplTda9 Lmdrp 'Q¢ ,7_ 170.0 170.0 170a 1ai.1 %1 roA 67.8 S0A 41.6 367 a^ P. oa 621 6a0 756 710 578 526 437 405 355 751 mion9irg Rxler9ir L.&S zo o 14L7 1119 97.9 60-0 58.8 so.e K2 34.0 282 28A 7A ) 120 s a 1201 1139 IOU 807 T�5 e66 6TJ7 510 455 4]e 3II in T1edTWp• L-am 3 A 170.D 170.0 1TQ0 11D.0 97.8 75.a 63.4 45.9 37.7 74.{ 21.0 8 =I 6D0 736 709 571 521 476 Iox 362 344 262 f:NagJor Loadrp 3,,, 127.5 WB a3e 69.1 50.4 q.5 37.9 292 24.4 22.9326 14.9 140 0 c3 �O 1301 1179 1032 907 T35 686 IU7 na 455 72T in hapri0rp. Lowing 3 i er IM-0 170.0 17C.0 140.0 91A 76.6 fi27 14.1 36.0 19.396 B- s 521 880 756 709 374 St1 474 399 359 541 pacl+„P,d tnadrp L 111.5 85A 73.4 60.6 a4.1 36.1 331 2S6 21.7 101 •Loh 73 1301 1139 1032 907 735 6a6 607 610 458 /35 • • TMp'0tr,p. ludng • no.o 170.0 110.0 91.6 75.6 14.3 35.7 R2BOh • 3 1 mo 756 7C9 574 521 74 4 3sa 340 50 I:Ktr471r loadp a gi 170.0 a -- �s u $ 820 @ 1T0.0 .. �? 435 L p J f 42h bin 170.0 708 +ro.0 324 50.825h 170.0 747 1T0.0 587 612 Oi5 570 522 447 4CC >01 64h 170.0 7g7 1T0.0 60h 141.+ 71S 15fA 63. 121.9 886 Inc 1124 85.6 66H T2h /06.0 a1.6 807 310 76 h W./ 466 726 QT.O 78h 81.2 436 41.8 727 47.1 i90 h 314 2aT 18A 257 28.7 . 29.9 2a7 M0 248 21.5 287 23.1 2" 191 287 20.9 260 172 787 19_3 237 14.4 2a7 18.9108 in 242 227 24.7 205 2C2 227 20.3 227 18.0 198 13.1 180 193 1 N, 2L3 21a22.7 194 19.6 211 191 211 16.6 tea 1?<7 in 173 1M 17.9 1 .7 --- -- Anchor Ga C I=R 1- H01oa Cmu F•ed CMU PT 1Npad Aid gObYatr 2Tk Cbnc741e 3.5t cane. 1!r 38 F]eo 9H6' Eko 1/4• SS Eke 970 SMd 912 abal 812 SIM Anchor Typc Eko Uteeon tK' Eka IN 511V Eko S S'76' FJPo UL m 1K' Etm UVaem r A��yd gcy- � a.- m Saul rmo Anchor C9P Patterns 2-1? }v9' 1' 2-1/I' 1' 2-17 2' }710' T 0.90' 0.54• 0. E60a Dslance (i 1' bt? 1' 1-3/4' 2 1-vr i-1/4• i-1N• 1-+K• 1.1K• +-1/r z Tale• tale' 'erica Emtednatt (' 2 Anchors p 1.75 Min O.C. / SOndad w Otset fJ• (Fp. tY 7-3N' 7-3K• 390 W 3rA b 1/' 4501b1 e90 8s 1rA4 M T70 es 7a0 ea 954 es 740 ee 774Its ®41te WA 946 es WA 341 ea 982 As 4429s 8B9Ib i ba 1120 es 4 Mchors ®1.15• Mtn. O.C. / Stendad (or Me ) CNP 9-9. 2} 480 es 7C0 b WA WA WA WA 380lba WA WA WA T60 m WA 74e IM B801ts 1682 8R 6B2 Na a651t, 112010i 4 An11.1 ®3' NIn O.C. ! Ri 2s5 Arpin CNP ! F9 3y 7e0 he 780 to wee 15a0 9a: tees a 54o h Sfi017a WA WA IUA WA WA WA 7131a 2AmIm p 0.45' M4 O.C. I1 nP. Mo.125'Aen,. tF4.4k WA WA WA WA WA WA WA ins /101M NIA 177 Nu 3701Ne 1aT Id 3321ts 47] QA /70 ee 227 Id 28[ M 1 ACNIr I F-C/p (Fi0- 5T. 193 •m 193IDa 225 d 44D e{ am es 175 WA WA WA NM WA 142 es S0C b 361 W 2 Andj 1.75' can O.C/ F-aT F9, Gr 240 ea 330 be WA WA WA WA 190 Na NOTEFORTHc UH-ZCtl d ,V 1n�o.,..�_......••. - - FIGURE 1: FIGURE 2: 11 0 FIGURE 3: 0 F 10=0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE E: rf�� •a• • •� d 0 •• • • • •• N •• • • • • • Z W J � j I W O m C" a H (a LU m ? (L w U) j Q D Z Z � Q N Q . Z a X oo o g U) R W Y p N U) U x $ p Q � ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ( ANCHOR CAP.,,,s,,,,,,� =ANCHOR CAP.- MULU , USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REWIRE Y CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE- 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-F+LLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BE A M'NIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -" 11.000- r-- 2.750' �n; am 375' i I 1' X 2.77 X .377 MULL" o a 2 Zmp F ,o PRODUCT REVISED as complying with the Florida Building Cod• NDA-No. 17-0630.01 P.epiratim Date 05/2612021 By Miami -Da ,0roduct Control t 111111/! . 'IpY LYNN '7,,�' ���:.•'LIGENSF ����� NO. 58705 � � 6 0�'.. 5 ATE F�•.•`(��a� /, ONAL Etk�� A. LIMN f klR, P.E. FL P.E.# 58705 TABLE 4A ' Mullion Capao Table Op•nhfp 9Ydth (for wrdcah sparrilg n%Aom) or Opening Helpht(IbrhorbX11e1Y-spamrg rnlAMS) 50 in 60 h 70 in 801n 90 N 100 in 120 N 140 in 16D N 1X2.7az 11aoynp r Lwde61 TnpTdrp. Loaft ftd.Wr Lnedre T1 WTft4 Loadre RaoWW. LNdng T�Owg. U dre Lmdr• TrW/TA9n0 Laada Rcct.Prw Loeft TreN9ien0 Loadlg Fegrpder Lo-mv 7rap'Tiang. Loaft Ree1Wm. :oadg TraprTd•tD. Loadn9 WctalWr Loaft Twp/fdatl, LoadnD RedrlPtr Ludn9 T1yJfdarr9. ."0 Alum. Tub. NulGan 2y Ba. U r U .. B� U 2_• rJ zjr $� U v B U Lyy R U _ U �E• U �•_ V e U r e _n V r r U a r U �• U r V •^ U �• V P U o : U L' U v >�' u U _ V r U E U U r_ U v r U n^ U _r^ 42h 170.0 620 170.0 435 170.0 744 1 170.0 475 170,01 Bee 170.3 5W 1701 02 1710 1 619 170.0 1118 170.01 521 170.0 1240 17QDI 521 170.0 1488 170.0 M 153.7 IBM IM.D 521 138.8 197E 170.0 521 43In 170.0 TM 170A 524 170.0 850 170.0 58/ 170.0 992 170.0 6M 170.0 1133 IMO 061 170.0 1275 170A 877 170.0 1417 170.0 eeo 141.7 1417 170.0 6e0 121.5 1417 170.0 B® 100.3 1417 170.0 5e0 50125N i700 747 170.0 563 170.0 RB 170.0 mi 770A f04B 1MO 684 170.0 11.5 170.0 723 1613 128e 170.0 747 148.] 1288 170.0 736 t2L0 7236 /70.D 758 104.5 1286 In-0 750 91.{ 17a6 170A 758 54in 170.0 797 170.D 612 170.0 950 170.0 681 170.0 1116 170.0 754 150.7 1130 170.0 BOs 133A 1130 170.0 837 120.E 1130 170.0 056 100.5 1'30 170.0 B61 88.1 1170 170.0 861 7SJ 1130 170.0 861 BON 770.0 Bay 17D.0 7D1 1465 915 162a 781 1ZSSI i1S 144.5 746 100A 915 1323 735 97.6 915 123.9 726 67.9 915 113.5 720 732 915 114.4 715 82.e BIS 1H.4 715 6lD 915 114.4 715 63 in 151.8 630 161.9 710 126,51 830 138.9 694 103.5 030 123.2 681 04.0 830 1122 670 34.4 830 104.E 662 75.9 S30 99.4 656 613 830 94.5 649 542 630 "1 840 47.4 83D 94A 649 88h 1321 T57 140.0 850 110.0 TV 119.e 83fi 9L3 757 105A 824 RS 757 9Q1 014 734 75T 39.1 60B 08.0 T57 e42 BOD 65.0 757 79.0 593 172 757 7e2 591 41.3 757 7e2 591 c j 72N 101.7 638 100.0 552 a.e 83e 91.0 SW 727 836 So.. 530 lad Sid 722 521 565 636 06.5 514 50.9 630 R3 508 42.4 B70 572 5110 395 838 55.3 497 31A 639 552 197 7eh 80.5 571 90.4 4M 721 571 70.8 4a e1 571 67.4 479 $4.1 571 00.6 471 48.0 571 55.5 454 43.2 571 51.e 45D 360 571 47.0 451 30.9 At 44.8 147 7.0 571 44.6 418 to h W.0 542 83.{ 174 66.7 543 70A 496 57.1 642 621 458 500 542 56.7 449 44.4 512 57.0 442 10.0 5Q NS 437 S75 SQ QA 479 76.6 542 40.6 425 25.0 512 al 423 WIn Sit 407 63.7 9B1 414 407 4S4 3Ed 372 407 306 34B 32.5 407 35.3 343 28.9 407 32.1 33a 25.0 407 29A 334 21.1 401 25.1 377 18A 407 24,1 372 10.3 /07 23.0 310 {dh l2.9 158 H.1 320 75.3 358 372 314 30.7 358 1 32.4 1 309 26.8 30 20.8 3W 219 758 2S1 300 21.5 360 24.0 296 179 358 21.0 289 15.3 356 192 284 Im I, 2M 2.1 29 251 21.5 8 18.7 16 2 237 1111. 27A 267 28.3 242 21 6 6 IG 297 I8.] 2a1 1SA 267 10.8 22B 120h 220 229 71] 2a9 183 2M 15.3 205 1S7 229 1 16.2 1 292 ... TABLE 4B Anchorcapacity DuN0a14e 27k C-ts Table !M 3.51, Caro. Hub- CMU FWN CMU PT Wood Maw y18' Eko el" 1/4' S9 Elio y1C Eko 114' SS EI,. 91 D SI-I W2 Sttd W2 SIM Anohor TYpe WT Elw Uf"e V4' Eko LW- Ek; 3116' Elct Ur-- 1/4' Eta NtrBtN ApprtOalor U3atOn Ag0rt0aNr Screw (Ci5) Seesa K+51 Saar I351 Anchor Clip Pat09me b17 t' 2-1lC 3-1R' 1' 2-72' 1' 2-VI 2' 3-1/8' r DAr D.W D.32/' Edge Dlstraa as Embe*mM 9n7 1' 1J14' 1-34' 1-314• 1.; 7 1_1I4• 1-1N• 1-tN'-171• 1-114' r 1-778' 1JIe' wise 2 AIx!on Q4.75'Mn O.C./SteMida04r Up(Ft1. 17 9aG to 9B0b 450b 990b 1644 be I70b 2801N -354b 7{Db 374b 9N IM 9486e 3411. 442b 580b 4 ANMre 01.15'Mn O.C. I SW.I d(o-osseq Cap (Fig. 2z 480b 700 14 WA WA WA WA 3900a WA WA WA WA WA Bb2b 695 112Db 4Msh-@ 3' Mn O.0 I p) 2r5Angk Clpc/(Fp. 37 780b 7mft 6e0b IS60 W.Ind. 540w 590b WA 760b 748104 0®ba 1W2 pa 662b 865 7120b 2 Antnae C 0.4Y MN. O.C. I UL3p. tno .125- A6m. (Ru. 41: WA WA WA WA WA WA WA WA WA R WA WA WA 801 221 b 715 b 280 b 1 A.siror I FLED (Ft7. $ 195 b 195 be ]?5 R. 445 b am IN 795 bs 140 IN 177 b 37C b 197 He 3721N 113 •t 170 2 An h- a 1.15- Min. O.CJ FLB (Fj;. 0! 240 b 350 3a WA _N/A 1901N NA NM WA WA WA >/1 V. 442 U. 580 b rldFNT FORMULA (DP-) X (ANCHOR _ ANCHOR CAP.,- `MULLION CAP.,,,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NUIt: tUK IKt Urrb=1........ v FIGURE 1: FIGURE 2- TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. - 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' FIGURE 4: " I I 1 • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT UEAST.125'THICK AND A36. ALL ANCHORS INTO METAL SHALL AT CREW THREADS BEYOND TTO WOOD MA E 18-8 S.S. OR LEAST THE MATERIAL #10 8 #12 ANCHORS BSTEEL, &S. .I _ • 1• X 2.75• X .650' MULLION •• ••• • ••• • F Q 2 L 8 a Xj ioP o W W n Y U x ¢ O 0 a zmcn `ate PRODUCT REVISED as complying with the Florida Building Code HOA-tto. 17-0630.01 Expiration Data 05/26/2021 By 1111JIIIL/I ON....... N0. 58705� • J % O •' SLATE O �::• ONAL 3 • 4. L#TIA YWLER, P.E. • • RL P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . TABLE 5A tbal"wn Capacity Table Qbsfiel • • • Opening VKdth (For Manirl9}apmTing mLMons) or Opsnilg Height (for IcrLs)rt ' $P&v ig ml iom) SOM mF 70 in e0 in BO In 100E 720E 140 in N9➢in••• ReclrvJ• Trap'Teay. RcmgWv 7rao7Tpa/4 Rect•/ytr TraprMog Rectan•!er Tmldirien4 Reclalgit Trepl9l•v lid Tea �.e� Tr-07-aro. R T/ep7 ReW0P4• 7F4r7ri•4 Loedro Lea by Lmdro OWN! wam L=*m Lmdn9 Loedry ed16 Lmdnp afire Laadry 1' a 3.126• .600' Alum Tube6N9& Loaaro r r FE�0sL $�tttt a¢�a EN r 170.0 17a0 Yp 435 s1 SM 812 701 745 789 697 829 SN 45a 40/ 322 306 283 f 170.0 170.D 170.0 170.0 iTDA 159a 139.0 107.0 9L0 842 54.E d52 34.7 28.2 23f 7" NO 896 956 1083 101E -M 8W T11 084 514 451' 357 370 2a9 s 1T0.0 17MO 770.0 imo 1711.9 170.0 151.3 it{.9 97.0 a9.4 57.3 Q.0 R.7 >D.1 21T a 47a ;M- 837 !91 797 850 804 8a2 016 Sal 446 3% 31T 301 259 a 170,0 1T0.0 170.a 170.0 158.5 137.0 119.1 e1A 7a.0 722 47.0 38.7 21.1 2S0 195 r 868 M 1046 11161700754 1156 1049 955 am 721 684 614 55 757 336 28B n 170.0 170.0 170.0 170.0 155.5 133.7 101.1 a5.1 7&4 50.0 440.E 2aA 20.1 20.5 e _ 50 00 6a4 878 BW 788 670 605 576 440 300 312 296 25617.3 a 170.0 170.0 170.0 170A IM 719.E 1042 aD.3 aa.l 63.1 41.1 33.4 23.8 21.9 _gay _ 962 11M 1195 1275 115E 1049 N6 8a1 T2i 034 51! 452 357 376 200 ;yg;• 170.0 1ro.0 f70.0 170.0 167.0 1417 121A 91] 70.5 70A 44B 36.4 25.2 23.1 1a1 rgg 519 Ml 727 803 B26 E18 775 BSB 595 567 433 3a/ 308 ffi 25i1S{ T1. 170.0 17a0 17a0 ISLI 123.1 108.5 92.6 71.1 80.7 56.1 36.5 30.1 21.1 19.5 1116 127$ 1345 IA01 175E 10/9 955 803 721 664 574 452 357 lib 269 4sWr0.0 1128 7a5 83A 64C 70.1 50 6l.1 SSa 405 427 32.9 370 22.7 3W 20.a 2ae 163 249 0A 0.o 49,5 11.0 S9 97.4 at] 54.6 50.5 32.9 27.1 1&0 17.a 119 1240 1417 1494 14M 115E 1049 9S 803 721 664 514 452 M7 33a 289 170A 170.6 170.0 170.0 149.7 125.5 1064 7S8 65A 59.E 373 303 20.8 19.0 14.E „ 521 00 758 $56 910 am 75T 6a 579 551 421 373 299 384 2/6 170.0 is7.7 141.7 124.6 92.5 79.9 a05 535 45.5 421 27.4 21l 15.o 14.6 17.f 1488 157/ 1495 i401 1156 1042 DM a03 721 Be4 514 452 357 33a 2B �. 170.0 17a0 ti0.0 1711.0 144.5 119.3 99A 72] 59.4 54.1 33.0 25.6 18.0 16.5 12.E2{a. Ml eeo 756 667 803 VC 71D 8>Z Seo 6{1 412 303 293 2T8 a. 170.0 1351 121.5 1oo.8 79.3 8a.5 45.9 459 39.0 3a.1 23.5 19.4 13.E 125 �. 1735 75Tf 1495 1101 115E 1049 955 603 721 884 514 412 357 338 ;• 1M.0 1ro.0 170.0 I73.0 144.5903 116.9 9a.7 59.6 50.6 51.3 30.4 24.2 16.2 74.E 521154.4 t60 758 a61 819 Me 504 57a 40a 56{[.7 3W 237 Z73189 a 11a,250.825E f08.35{F 93.4 69.!63 59.9 521 4a1 r 1a02 1401 1041118.9 6QS 8M 721 511 514 452228 357 2W a 170.0 170.0 69.7 69.7 $8.1 29.0 15.0 10A 521 a616aF 619 74a aV 683 tPl 755 2a3 Zia y c j a2h 770.0 4aE 1IQ0 7C8 170.0 747 170.0 170.0 170.01 7g) 770.0 865 170.0 770.0 170.0 F 170.0 930 66h te8.8 955 72 i1 1245 am 124-2 114.1 7aE tOB2 721 78F 101A W4 1054 Doi, 65.E 5;4 WT BBF 542 452 55.7 106E 38.1 357 38.9 35.E 262 TABLE 56 Ane55k llorCa ae Tbl) SuOCImC 27k Corcide Cax. Hdar CMU v4'SS Bco y18'Eco 1O SS FIU yr SS Fho P7 AtO 5te6 dal W *1 2Ste 8123fan t1251W AncM TYDC 3ME Elco UBn[m yr EaDU�. y19. 13ro U�eO 3'15'FJco Un- Ur FYDUIrd[5n A97.Gacr UR�L AgV-09r S<lea(3)Scrar s-(G5) Anchor Clip Patleme 2-v2 9-iAr Y 2-vr 1' 2-V2' 2 37/r 7 04e' 0.5r 0. EOQ gpatceln3 t' 2-v2 1" w/r larr r t-va• 1-vr 1-vb• 1-vr 1•vr 1-ur r 1-w I w Meer Eenoeanot tat• lair 2 Arlt 479' Mlrt O.G / S nUM a 02.1 Cip 0a0 1j: 390 iX 390 m 410 •f 890 b 1841 Ds 270 M 2B0 na 15b 9n 7a01ta 37d Eb 8641x 94d Re WA 682la 6a2Cs M Re 11 886 Al 1120 •b 4 AKrO5e1.15'Mh O.C.19tan0a06T Ofbet)(Yp 930 ben 116 70Dh WA WA NM NM Ja7m N/A W'A S 7481Db WA BBD tia 1892 A as 6B6 m 1170 n 4AMtM B 4 Mbt O C / (212r5 AMMUKe 1 M 3I 790 Ix 7a0 m 68o In 1590 as 1PJd6 M 540 M 5801D4 N/A 76011a WA A WA WA 1079186 3AI[Inn00.45'ME. O.C./ULRp, t9O.124 AY1n (F74 ai WA WA NIA WA WA WA WA NIA 1UA 370Im WA te7 !os WA 332 d79 Es 170b9 221 Im 260 m 1 AtcMrf FGp 019 5T t95 9>b 195165 ffi m 445IDI 822 as 195 ffi 14o ae 1771ea NA NIA WA WA 9<i Ms 4421b i5U an 2 AIK71019 ®1.iT Nrt QC2 FLIP I11967 240 Sri 550 Ebb ... �'.,., ..,n NIA NIA •t,rvrto ties /n:c NM AC TNF NG 190Ia CTANf)ARD CLIP_ NN NU C: I U n inc----II •••---•--------- F�iL1F� 1_ FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4, FIGURES: FIGURE 6: M:q FF;:� • • • • • • • o. ANCHOR CAPACITY ADJUSm�••�•--�•-•-- (DP) X ( ANCHOR CAP.,,,,,,,..\ :ANCHOR MULLION CAP.,,e,,: USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PR=SSURE REOU IFEMENM, FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. F1.000'-I TABLE NOTES: / 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METrIODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. 3.125" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6C63-T5 AND BE A MINIMUM OF.125' 1^X3.125"X.5"MULUON THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT (I- VF MULLION) LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL. 18-8 S-S. OR 410 S.S. rl PRODUCT REVISED as compying with th• Florida Building Codi NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYNN P���. �''v10ENgF'•. ��� �� No. 58705 .• '�. 'i tC57 ''•"ZORtOl" �",,'ONAL E�G�� A.AeYNNIMl6►E'A, P.E. FL P.E.# 58705 I AbLt OA Mullon Capacity Table Pb3W) Opening Width (for 1/ettiLaly-6paM rg mullions) or Opening Heigh (for hOzordely-3parinirg mtsom) son 80n rob WIn 90 in 1 1001. 120N 140n i601n 1 x4x.125 R.bngWr I L9ndn9 Trod fi-V Lcmdng P-lano. Ladn9 TnplTnup. Lmdng Rac1r0.1 Loadtp Tmpnflm0. LoadN RaxlanPN Leadng TwpTTdm9 L-*V 114ct•+PAW Lea" Trap7rWV- I-Ing Re VA.r L.wdrrp T Wrd.Ig. Le•dn9 Re brglar L-in9 Trlplf-m Ioeft R•W1pdr L-09 T•pRrdng. Ln.dna IieGanpiar L-drq Trap(71ian Loa•lg MullionE sg s� J seg �$ i2 �� fX g� a fa L i�a g� a$ ` g a s� �� a� 5 ia�d 1� � A !& g s�a�s sip €E ag 1 6 �� g a iff id$$Sc� g Ise �1 8� �g am � a isi �1 aka 42in tro.0 620 170.0 435 1T0.0 7u 179.0 471 1700 868 170.0 MIS 1ro.0 W2 170.0 512 170.0 1116 1700 521 170.0 1240 1ro0 521 1700 148E 170.0 S21 1453 140 170.0 WI 127.6 1489 1700 4/ 45n 170.0 708 iro.0 521 1ro.D 850 1R0 58/ 1700 992 170.0 00 1ro.0 IIS3 170.0 8e1 170.0 1275 1700 WT 156.3 13W /7L0 680 1313 13R1 170.0 610 111.7 1303 170.0 6W 971 13M 170.0 580 50.M n 170.0 747 170.0 553 170.0 816 170-0 631 170.0 70/8 iro.0 684 170.0 1195 170.0 723 158.1 1235 170.0 747 1405 12.15 170.0 TW 117.1 1236 170.0 7W 1004 12U 170.0 755 W.t 12l6 t70A 7S6 54n 170.0 797 170.0 612 170.0 956 17C0 W 170.0 1113 t700 754 1159 170.0 803 1371 1154 1700 937 123.E 1158 1T0.0 SW 1D29 1155 170.0 161 85.2 1165 170.0 661 77.2 1168 170.0 MI 801n 110.0 W5 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 ale 1043 116.7 C15 1112 1012 13a8 !01 100.0 1042 130.2 721 83A 1042 125.1 782 71.5 1042 125A 7R 825 1042 1251 782 631n 170.0 930 1roA 745 151.2 B92 1636 818 120A 992 1u.1 799 992 431.0 782 MIA 992 121.4 7W 907 W 114,4 765 75A 902 IC&4 745 04A 992 108.0 711 50.7 892 108.0 7" ban 785.4 9Q iro,0 7e9 137.8 947 146.0 7BB 118.1 947 130.3 768 [7M7-2 947 7/7.7 752 81.9 947 106.7 738 82T 917 1022 727 6$A 917 96.1 713 59.1 9/T 94.0 711 51.7 947 94A 711 2 721n 13&9 8/9 1-7 737 1132 849 121.E 722 97.0 949 106.9 7ot1- 849 964 696 75.6 649 88,7 686 97.9 "a 527 6T5 5" sa 75.3 659 I85 00 72.5 652 42.6 W T2.4 651 76n 115.5 7R 12D.7 665 96.3 762 IVA 652 825 762 90.0 640 762 60.0 Sa 64.2 762 71. 610 67.8 762 El 613 4&1 762 62.9 602 413 762 SLe WT 3a1 762 59.4 W 76h 106.9 1716M t9.0 724 94.6 621 76.7 724 829 609 721 74.! 589 59A 721 661 591 534 7M 63.1 W 445 7W 67A 573 382 724 54.3 567 33F 724 53.5 565 w in 69.8 643 71.8 483 58.0 613 60.7 47/ 49.7 543 52.9 466 43.5 SQ 47.1 45t 38.6 50 426 4W 34,8 50 345 4" 29.0 U3 34A 4W 24.8 543 311 430 21.7 543 30.7 ti6 96 in 57.3 478 58.9 427 47.8 /76 W.7 479 40.9 /i8 332 412 35.8 470 36.5 406 ]1A 479 3/A 4D0 X7 Q8 320 305 23.9 478 X.1 ]B9 205 478 25A 380 17-0 473 241 376 mn 405 377 11.1 ;1 33.5 377 34.6 3W 28.t 377 30-0 M0 751 ]77 20.6 W 224 377 24.0 321 R1 377 120 317 iL8 37T 19.0 310 N.4 377 17.1 701 111 h 37.1 3a 37.8 323 30.9 351 3L8 ltt 26.6 357 Z7.6 313 232 35/ 21.1 309 20.8 357 22A 305 1L5 357 R7 301 ti4 357 17.4 29/ 120n 29.3 306 29.8 279 245 300 25.1 274 21A 306 21.7 270 18.3 306 19.2 ]BI 163 306 17.3 20 to n 17.D 212 17.2 196 I A15LC bC Anchor Cape Table SOba9etc 2Tt Cases 3.5a Conn. 1h1nn fAIU Faed CMV PT WuoE Maw y1e• Boo " Bc9 tA' 99 Eko e10 Sttl Y72 6W e12 Bled Cup Patterns A.1-typo WIM Fto Ubm an 1A' Eko Utracan Ultraem y19' Eko Ua . 1A-Etao UC m eron A91e0am sanw(G5) 8-(05) Sa (W) Anchor Distance 1' 2-1/7 1• 2•Lr 1t/8' t' 2-1,2 t' 2a/1'•11B" 0.48' C324•Emb.2n•t Edge MT 0n): }y4• 1-14' }y4" 1-3A' r 1-1/P 1-1H' 1-1A' 1-fA'7/C LUPO r 1-3T8' I.W 1;>b' varies2 Andon 0 4.75 kith O-C. / Sbs6 rd ar 08aet Clip (Fig. 1&2 390 b 3901ae 45D b 890 ICa 1644 b 270 b �0 Ee 3Mb 740 b4106 Mb 341 ka 4421tn 5601M 4Anclau022TMir.O.C.161anlad(-Mel)❑pfflg.9z T00b 70C IM 5600s A7011a 9521M WA SWb WA 630b01MWA B821M 9451M /12011a9 Anetva 0 1.15- Mrt O.C.I Stardd (a 0S.11) Cap 0lg. 4T M b 7400 b WA WA WA WA 780 b WA WAAWA 1]63 b 1T70 b 2240 b4Amh-0!'Mh O.C./RI2x5 Anye C9pa l(F4}5T iWb 7mb. swM. 15806 t896b 5/0b 580b WA 760b0b iN2b 682b 03a. 1120b SA.1-03'98rs O.C./(2 3Ar•h C9MJ1FC6T 11701M ilrob 1020b 2340b 25445x 111ob 940ls WA ii40b 1122 Ea 1320b 2 U 1022b t3Z/b 1MOb 4 AKb• @ 0.4S L4n.O.0 /L4❑IA nto.125•AAm. pb 7T WA WA WA WA WA WA WA WA WA WA WA WA WA WA f130 b 2Arnros02WMn.0C/F-(0p IFh5T 350b6 350b 290b TOS®a 176b WA 290b WA 975b NIA 440b WA 347b u2b 5Wb 4 Ancnas 0l.i5- Mn. O.C./F41p IF•. 9k 480b 700b WA _WA �^ WA_ -^WA ^• 380b^ WA WA WA WA WA 662b 855b 1120b NOTE: FOR THE OFFSET CUP, USE THE SAME ANL;tfik eA 1 1 EnN ANu ANCi-wR ALUFS AS r i FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURER: FIGURE 9: • • • • • • • • • • • • • • • FIGURES: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. nras.- - r - (DP-) X ( ANCHORCAP.,,,,,,,., =ANCHOR CAP.- `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTICNS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.01H ES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SH�W SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AST M C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 603-TS AND 9E A MINIMUM OF .125- THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAS 12t TAdk AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MAT4L #10 7� #12 ANCHORS INTO WOOD MAY BE STEEL, 16-8 S.S. OR 410 S.S. • • • -1 1.000• j- • r • I. • 4 40� • • • 4 125' • �-tie�y'•�•-f e • 'I�X 4• )`12S � • • •MULLIpN • a PRODUCT REVISED as comp)ying with the Florida Building Cod• NOA-No. 17-0630.01 Expiration Date 0512612021 `\ `7 N� LYNN ............. /l7 � No.58705 nATE �'ON AL • • �. Ly!9N MILLE(Q, P.E. • • RZ P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W Lu x ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . I AbLt fA Mullion Capacity Table (Ibs#t2) • • • Opening Width (for eerlicaty-spelrirlg mil5orls) or Opening Height (for tlonzontWspareling MIA110m) • • 50 In 60 in 701. N D 9D in too In im h 140 in 0 oleo' 1 a 41c.375 R.tAplu Lmdng 71ap/Tdar9. Lmdng Recturplar Loadn9 fr4WTdml4 Lad.g lk..b" . Lmdn9 T,*T..10. Lardn9 Recten0dv Lmdr.9 Tmp/Rfmg Lording RedmwW Lording Tr4WTmno I. -Mg R4ctanPAa L=&g Tr WTderg. lmdrr9 Rre-0" Lndrg TraWTd- LnadW Recce U d.g T•PT�9. U ft Rld.9du Lcadrlg T- Td•q. �adng Alum. Tube Munbna sr� a: so a It $r_ d P_ $ts� n r z_ is r t7 5'o a..,Tri �96£`<6! rc srr arc so r 8� r t 421n 170.0 h20 1ro.0 435 iTO.D 7u 170.D 478 1700 S86 Vaal 50B 17MO W2 1700 519 1700 1116 IM.0 521 17o.0 12N 170.0 521 170A 1418 170.0 521 170.0 1733 Q0.0 521 170.0 lbw 170.0 527 Nk 170.0 70e 170.g 324 IT0.0 830 170.0 `# 1ro.0 B92 1730 w0 1ro.0 1111 1ro.0 BB1 1ro.0 1275 170.0 677 1ro.0 1417 1ro.0 880 170.0 17W 170.0 680 1ro.0 19w 1ro.e e80 1316 '2U24 170.0 6m 50.625h 170.0 70.0 Sw 1roA 96 1ro.0 W1 iro.0 1oN 170.0 6T4 iro.0 ti95 1ro.0 m 1ra0 1345 170.0 747 170.0 1444 170.0 7W 170.0 1703 170.0 750 158.0 1910 170.0 75e 136.5 1910 1ro.0 756 St In 170.0 70.0 612 1ra0 956 1ro.0 e91 170.0 1118 170.0 754 iraD 1275 170.0 6w 170.0 1434 170.0 837 1-1- 170.0 aye 159.9 1758 170.D e61 137.1 im 170.0 881 120.0 1799 170.0 681 Solo 170.0 70.0 rot 170A 1083 iro.0 7W 170.0 1240 170.0 e78 t70.0 1N7 1T0.0 944 170.0 1594 170,0 ON 165.5 1619 170.0 IM 129.6 1619 170.0 law 111.0 1e19 ira0 taw 9T2 1619 1ro.0 taw wln 170.0 70.0 745 170.0 1110 170.0 69 170.0 1302 170.0 9N 170.0 14M 170.0 1016 IW.7 1542 170.0 1076 141.0 1642 170.6 1122 117.5 t542 169.6 Ilm 100.7 1642 167.9 1157 18.1 1542 167.9 1157 {, Selo 110.0 ro.0 769 f70.0 11w t70.0 003 iroA 1364 1710 1002 I80.6 1472 170.0 108e 142A 1472 165.E 1148 12a5 1472 159.0 1130 f07,1 1472 147.E 110E 91.5 taR 1N.0 110E 80.3 1472 iN.O 11 Df e Rk 170.0 ro.0 87B 1T0.0 1275 1ro.0 1009. 170.5 13m 1ee.2 1101 1720 73m iN.O tm2 1173 13m 137,E 108E 105.E 13m 122.5 1049 N.0 13m 11T.0 1024 75.{ iJ2D 112e 701J 68.0 13m 1125 1012 m 7•h 170.0 ro.0 107 143.6 1134 159.4 1013 1282 it" Im.9 994 1IL2 1134 125.7 978 90.7 1784 1:5.3 964 M.t 1: 107.5 DSZ 7{.e 11M 97.E 970 W.t 11M w.1 927 50.1 1184 923 925 16a1 ra0 1711�7 W7 IW4 1124 147.o 965 11e.6 1121 12a8 - 1011 117A 115A 131 92.7 1724 1.E 976 w.0 1124 94.5 W6 69.2 1124 89.0 990 59.3 1124 $4.3 $5151.9 124 2108.1 115 7W W,I N4 94.3 736 77.2 844 827 724 67b 044 73.3 712 60.1 au 66.5 702697 N.0 844 542 878 78.E BM 50.0 660 33.E S4/ 47.7 862 B61n e9.1 91A 663 742 742 T7.2 652 63,0 742 072 541 W.7 742 9.9 631 49.5 742 64.1 622 4t.5 7a 49.E 614 37.1 742 43E 800 31A 742 39.8 Sao27.E 742 37.5 684 t0ew 62A w.9 530 52.1 SN 610 511 44.7 SBO Se6 41.4 505 xe 588 37.J 498 31.7 SOS N2 N2 lal 5B6 29.6 4S1 22.7 See 2Q0 !R 19.5 686 24.7 466111h 57.6 58.8 503 48.0 555 49.5 495 412 576 J6.0 3B ]e.0 N0 J20 066 34.2 47U 26.8 59 31.3 24.0 555 27.1 4W mA %5 24.3 4N 1a0 555 22{ 442 120In N.6 N.{ 40] 7e.0 475 79.0 {26 326 475 ftJ513 m.5 47S 1ae a4 m.l 4T3 zae ID9 22e /75 24.5 404 19.0 475 21.1 144In 25.4 28.7 305 220 330 224 301 15.9 3]0 16.5 330 17.0 2w TABLE /tl AmchorCapacfty Subhale: 2.7k Cosrete 7.5k mrw. Table bt Halkr CA1U F01.5 Gil! PT hood Llrla 518" Ekr, IW 55 Eko &!6- Eko 1/4' SS Eko fI0 3- i12 StM -2 Sled Patterns AreimrTYl•' 31e' Ek9 Ulbaeon 1l4 Eko Uiltaem llfacorl 11S Ebo llh'acon 1/4' Eko IAbeem ApO2CWor UOrawn Agg'Makr Sear (c5j Sceu (GS) Screx (OS) Anchor Clp 1' 2-t? 7' 2-12 11/r 1' 2AT 1' 2.1/7 7 3-17R Y 048' D.54' 0.324' Edo• L54nroe 0.1 Er•rdnen any IOW^ IZ4 i-L4' 1-14^ 2' 1-Vl 1-174' $-IA- 1-174- 1 1/4' 1 1-1/P 2' 1-W 1Jm' -I. T Anciw• 0 4.74 Mh. O.C. / SWMard a 1704d Ob (Fl9 1a27 3901b4 390Iba 467 Dr 890 b iw b Till b 2801ta 354 b 740 b 374164 864 lb. 9N b 341 b 442 b 560 b 4 Anc - 0 22S iDa O.G I Stalled (v OaretICAI)(Fill. 3T roll b 700.4 Sw b f410104 952 b WA 5w Da WA 830 b WA 880 0x WA 682 b US It. ilm b SAmhwa 01.15' MK O.G/BWO WOWODW COP ffW. 47 960b 14Mft WA WA WA WA 780b WA WA WA WA !VA 13w Ds 1710b 124Gb 4 Arohaaa]'N. O.C./ R) 2r5 Angle Clbe/Fq.0 79Db 7S0b B60b -aea It.teaeb 540b S80b WA 75Db 7N it. Saob I= 6B29a Bay 11• 1120b e Alwh=03'Ma O.G/ 2[5 An914 Clbe /(Fib. 63 1170Ibs 1170b tam ft 23NIEr 21144b 610b 5401. WA 1/40b 1122b 132D Aa 1 28Mbe I I=b 739b 1SKb 4 Anclan 0 0.45 Eft O.C. / tL(xP. Into .125' Able. (R0. 7): WA WA WA WA WA WA WA WA WA WA WA NA WA WA 1430 b 2 Arcbea 0 22S Idm. O.G/ 1-lP (Fq. 6T 350 b 39 b 290 b ro5 m 476 !4 WA 780 b WA 315 8s WA /IO. NA ]47 b M2 Ila 560 b 1 Ancbas01.1S Lfl O.C/Ft�(Fbj. et 480 Da 7Wb WA WA N/A WA 380b WA WA WA WA NA 8B2b BBS:tm 11mb INUIC-rncVr1-Ci-11.-..-.,...--,........ ...__-.-._.-._.._....-_____ _- FIGURE I: FIGURE 2: FIGURE3: FIGURE4: FIGURE8. FIGURE9: • • • • • • • • • E. E FIGURE 6: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. IOp- ) X ANCHOR CAP.,,, MULLION CAP.,,e,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 d #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. 4. 41r i i i i z Q z all rt Z,5 m n N LUof X = U X Q 3 2 D d' Z 0 U gg Q� ace � U � 8 In J- PRODUCT REVISED as com 1n with the Florida Building • NOA-No. 17-0630.01 Expiration Date 05/26/2021 By * No.58705 =�O,O ATE F • Ivy: O E /lA. 011N MME0, P.E. FL P.E.# 58705 Mullion Capacity Table b Opening Width (far vadcally-sparring rtnYore) or Opaning Height (:or ho imrdaly-sper"lig m:Itlons) so in 60 in 70In so in 901n 100 Wn 1201n 140 In 150. 126' X P-bew. Load 1g Trrprrd•g. Laid m R-tmgdar. I .g TreP?4•:g. L.M,g Raalatg 1.1 L0adn9 Teprrhw% LMdrg Raemngdx Losdng Tlwrd ng. LOedttg RSYY1p1e Loafing Trprihang. L.Z Ft d-ple I.aedrq Tap7rdan6 L�n9 te Rspde Laat•• T."Id g. Lrladtlg Re'UM-1tr LOadttp "t" tao- L4ed0q Rad-WW Laadng TmpM*g, Lmdir• 3.1 N- X .265"Alum Tube Mug $ 2 A i a £h' 3 � ��� d`a" s� <¢ D s� 'aDS Se: �£en� rc ssyc fo ¢ so La E F Lg$3 o �g p€ £2�L a' a E�&¢ 2t� c �� a ! ��• 2 so 9 B 4e 820 170.0 435 InD 744 170.0 L78 170.0 868 170.0 5% 170.0 992 170.0 519 173.0 itld 170.0 321 170.0 1240 170.0 521 17a0 14M 170.0 521 170.0 1735 170.0 521 1512 17M 1".0 Sn T% 170.0 524 1700 850 170.0 Say 17a0 992 IMC 530 170.0 1133 170.0 all 17a0 1ZT5 170D 677 170.0 1417 170.0 680 154.815" 170.0 880 1127 154a 170.0 880 118.1 1548 t700 800 747 170.o 5W 170E age ImD Mi 17a0 to46 170.0 6a4 170.0 1195 170.0 723 17a0 1345 170A 747 197.0 lam 170A 756 139.2 14M 1700 756 1103 14M 170.0 756 109.E 1468 170.0 738 p-'7..0 797 170.0 612 170.0 956 1700 601 17a0 1116 17a0 764 1700 1273 1700 803 163.1 1376 17C.0 837 MI 1316170.0 056 1223 1178 170.0 WI 1048 13-M 170.0 a61 91.7 1376 170.0 881 W5 170D 701 170.0 1063 170.0 797 15L9 115a I70.0 8T 139.o Ilse /8T.4 930 123.8 1154 IWA 919 1112 J155 IM-0 912 927 1158 1HA DOS 79.4 1158 144.5 905 6B31 930 170.0 745 160.1 1051 170.0 VA 137.2 1051 155.9 K2 120.1 1051 142.0 948 106.7 1051 132.3 837 MI 1051 125.7 a30 W-1 1051 112.5 .2 11.6 I%1 119.1I 021 a0.0 1051 119.1 121 %7 170.0 739 130.3 267 151.6 So li9A %7 134.0 T90 104-4 957 121.E T77 92A %7 112,8 7e7 83.6 957 f%.6 759 69.8 O57 100.0 750 59.7 %7 aA 749 522 957 96.9 748 n1. 125.7 004 1352 8% 107.3 404 1152 684 914 004 701.3 671 W.4 004 91.4 /80 715 W4 $4.1 650 $4.4 Ba 78.8 643 63.8 W4 72.3 On 46.0 W4 "A 829 402 804 59.8 828 S 76 h 10SAI 722 1114.4 630 912 722 972 618 732 722 86.3 111 68.4 722 76.7 5% 60.0 722 70.3 5aS 54.7 722 65.5 580 45.5 722 59.5 570 39.1 722 W.7 W5 342 722 962 N4 S 78 to 1012 6a5 l WO 04A W5 39-6 5M 7Z3 805 78.5 577 63.7 5e6 70.5 66e 662 eas 84.5 .1 50.6 6% 60.1 557 422 l®5 64.3 543 36.2 US 81.4 537 31A 885 50.7 536 90n 05.9 615 80.0 -7 54.9 515 57.5 449 47.7 S15 70.1 Mt 41.2 515 1f.7 434 WA 515 40-0 425 33.0 MIS 37.4 4- Z7A 515 3W 413 23.5 515 30.5 407 20.6 515 29.1 404 %b 64.3 453 55.8 404 45.3 463 47.1 397 36.6 453 414 391 33.9 453 W. 38d 302 451 31.0 379 272 453 3a4 374 22.6 /Sa 26.6 356 18.4 453 24.3 380 17.0 453 22.9 356 100h 38.1 359 39.0 323 32 358 32.8 719 27.2 358 28.4 313 Z4A %a 25.2 308 212 358 22.7 304 19.1 356 2D.8 300 13.9 350 tag ia3 ill h 35.1 33a 35A 3% 29.3 338 30.1 301 25.1 338 26.1 291 220 ai8 232 193 1- 331 20A 269 17.6 330 19.1 285 120h 27.8 290 29.3 264 232 290 23.8 260 1DA 290 20.9 256 17.E iB0 182 259 15.4 290 16.4 248 144n 18.1 .1 11.1 1% TABLE AR AnchorCa Table Iba) S111a118tE 2-Jt03rclde 308CMC. mcs-WU Fed CMU PT W.W I Mtea Anchor Clip Parims AncM T7pe 9n6 FJc0 Ulram VL•�0U8raan yiv Eko Uarx� 11S Oc0U[rxol Yd•EkOUaacm V4•3SE11 A99� 5'1C g0 Ullmol v455 Elio AoeOa� -Slid S-((i575c1e a1231ad OZ) a121-i 5-M f9;F Oldarce ptl7 t• 2-112' 1' 2-V7 S78r' r 2-12• 1' 2-v2- 7 SI/T S 0a• a5f 0.32T Flntadnel8 rk 1314• 194' 13t0' 1S'f Y 1-Y4• 1-V6 I-114• 1-vt• 1-1/4• 1-Yr 2' ta2• 13rT S26. 2 AMII018 0 47Y MIA O.C. J MaaJa010f -a Qp (HS IX390 •t 3D7 6 l50 DS 800 Wt 16M DS 270 °5 2W to %4 b 740It. 37416t 6M US 946 er 941 IM 442 X6 560106 4 Am!7u 6 1.15 WA O-O / Stowell IN orw) cap F9 4 48010s ]W 1a Nu WA WA NA3%hs WA WA N/A WA WA 6B21M Bay 8a lim Cr LArc9g1® TLIM.OG.1 m 2c5 ArpleOps 1#14 3T 7W IM 7806 68Db 1501 V. 10961. 540 ft. Smm N/A 760Ila 74Bh B80m 1892 E5 472DOa 4 Arc hcn 0 0-45' Mn. O.C. I ULap, hW 126'A - TM4 47 NIA WA WA NIA N/A NIA WA N/A WA N/A WA WA N/A WA 1430 am 1A Wt FCBp(Ma R 1%IM 1%m 7258E 4458E 8429E mats 1400E mm 970!M 1E7M 332 Ba 473IM 17o 40s 221m 260 R5 2 Anc11D13 01.15- Mla O Cl FCID pig % 240 DS 350 td NTA WA WA NIA 190 ItsNIA WA NIA WA WA 311 GS 442 nt SrA 0s An411 V K l.P1rAV r I T gY.rua r nrC1� t ry ANCHORCANCHOR CAP.- DP) X (MULLION Ce)r USE HIS FORMULA TO OBTAIN HE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR HE OPENING, WHEN IT IS LOWER THAN HE MULLION CAPACITY (FROM HE TABLE) OF HE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM HE ANCHOR CAPACITY TABLE PRODUCT REVISED as eomplyirg with the Florid■ 8. NOo. a 17-0630.01 Expiration Date 05/26/2021 By mi-I.-vadirproduct Gomrol NOTE: FOR THE OFFSET CLIP, USE HE SAME ANCHOR PATTERN ANU ANCHOR VALUES AS THE S I-- l•L1r. FIGURE 1: FIGURE 2: TABLE NOTES: • • '; }SEE SHEET 1 FOR INSTRUCTIONS ON USING HE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5111111 1111I/1, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS IS ALLOWABLE `� ,�S3�O ,.. • - •-., �i FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS SEE • l.t+BB' • • • • • : ��; UCENSF'• �� i ANGLE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • • • • • 7k :' No. 58705 BE USED CUP T SHCWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • 2:. • • • _ • IN PAIRS. • • • _ -,0 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND • • • • • j M GRDUT-FILLED CONCRETE BLOCK UNR (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL % Q FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE T ! 'Ot .. ORIDA•,--Gc ! 6063T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MUCTURAL STEEL TO BE AT LEAST.125HICK A GRADE 33 AND % S m 1.25' XR3.188'X 265'MULLION ANCHORS INTO METAL SHALL EXT ND AT LEAST 3 SCREW THREADS BEYOND HE MATERIAL • ND A36. ALL• • •y-fl4 M i �:)• :#10 B #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • •••kLYNN MILLER, P.E. • • • • • = ° • • pj P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . • • • • • • • • • • • • • • • • • • • • • • • TABLE 9A • • Mullion Capacity Table (Rasel Opening Width ((orwrtlaly-SPmzen9 muliona)or Openingl(•Ighl(tI-11,-201nM6y<pal01 m11110le) 1101n 160h•• • 60h sale ions BON 90F f001n ISON R.�Unwle Ta1179ars IlecfaquW T-IVTdle - Paunqula r9mam. Recnarpul.r Tn1vTAaIa RWmgubr TepfTOam Relt gWa. Loe•19 TaPrrnma L..ft Rxtemdal L"Olq TaN1a•Ia Lwdlg Rsolala4v Loading r Prrde laedim PActa19dQ L-11ft Tr7Tdma Lwda19 1.26 z3.26 Lo In9 Laadr• LoemO Loadl9 ladn9 ladn9 Loedkq Loedlm Lading LaC9 X .1oo M-i AI Mu Tuw �� �^ _ �pE d^ �E as y d Ar a� t '� 8 y3y d^ F a a- a �� e 6 e �y3 +BJQ P a F_ d PE■ .y6z Big �3y .1pY. 7�g fr ��J 'yG5 $ �Q _fi g�'n��• `n� 5 2Q .78 fmo an 170.0 1 170s 992 1700 1 519 17" 1116 1710 521 163.3 1118 170.0 521 127.7 1 Ilia 11710 621 101151 ilia 1T00 1521 95.6 111$ 170.0 12in 170.0 67J 17fl0 a5 170.0 T44 1700 110.0 WO 14fl7 776 17001 681 13M4 W3 170.0 677 1172 W6 IMO 600 W.) 976 170.0 6a0 43.a 979 170.0 SW 713 Wfi 170.0 880 bh 170D 7W 170.0 524 170.0 950 17fl0 5N fi01 f676 150.7 We 927 I70.0 681 731D 977 16a5 70a 1175 ffi7 tW.1 M 1015 927 19.3 695 37.9 W7 15fl3 05 7SA 921 15e.J 695 619 927 7567 616 50623h 1700 747 174J 567 1710 996 170.0 6e0 227 age Inn Ii61 77.3 BBB 128.E 952 s83 889 12L6 652 W.9 666 iM8 6.52 6/h $70.0 7W t70.J 612 164.5 Bag iT0.0 691 132.5 ere 157A 6s] 11i8 869 141.s BW 7010 869 134.0 663 512 7N 21.3 50 dd.a 718 93J Sa] sole ta2 746 151s 63/ I19.4 718 1313 e10 102.] TO 11T.8 me 69.5 740 107.8 5W 796 746 101.0 -1 71.8 7N 9HD ato SW 531 bB.7 SLB 743 677 03.3 71.0 S2s N2 m 76.7 5a 3B.7 977 7fl7 S26 § 63h 123.7 677 132.0 579 103.1 W7 1132 5w 80.4 677 TWA s55 772 W7 N-4 516 U.7 a77 85.2 S39 a4 61.9 51a 677 917 6e.7 499 44.8 07 54.4 453 AA BIT $3.7 462 33e 617 817 dal 66h J 107.6 517 114.1 530 80.7 617 518 6TA T4.2 519 4a 18.6 59.2 617 all 6fl7 682 609 132 671 bt.e 617 516 76.3 56.4 5W 40 596 N.1 air 518 716 N2 419 41.4 616 W7 04 34.5 518 46.8 408 29.a 61s I5.0 105 2fl9 516 Ifl0 405 72F 78fi 7811 MA 70d 661 111 486 441 a7.1 I71 efl0 450 406 367 86l SflT 54.3 N6 N1 82.6 W.7 I 388 S78 50.3 46.8 Im 441 51.9 548 ]90 372 IA7 40.8 N5 441 a./ 46A SB4 306 39.2 361 1a5 441 /15 41.6 378 350 352 326 US Nt 121 38.7 274 35B 29.4 272 485 Nf 38S 3{9 387 316 25.2 3].] IBS Nt 36.1 a.1 Jet 348 R20 20.1 17.3 165 Nt ]32 382 327 ifl7 36] N6 280 W le 96le 42.1 35.0 ]72 291 11a 35.4 R95 260 ]6.1 261 ]32 291 37.0 30.3 Reg 268 309 25.0 ]3R 201 32J 2fl4 260 2S2 76.5 21D 332 291 20.6 215 IW 243 2]6 19.4 032 291 28.1 21.3 278 244 21.2 176 332 291 R4.1 19.5 2R 24t 17.7 ti8 332 291 21.7 f7.1 269 21e 76.2 11S 772 297 I9.8 I5.6 RBR 132 1W in 246 230 25.1 208 205 230 21.1 215 17.5 230 1fl3 701 15.4 230 162 IBe 111 h 2T.6 218 211 197 tea 219 19A f9/ 162 218 18a 191 14.1 218 14.9 1B8 120h 11.9 187 18.2 770 1/.9 167 15.7 167 TABLE 96 Anchor Ca achy Table(1113) 3dahae: 2Tk C3nnaas 3.5k Cmc. FlolLts CNU FflM GKl PT~ Meb1 Aminr Typa: 3r16' Elco 116aean 1r4' Eko l6team 3l16' FJa !80aron 1/4' Elm lAUamn 7/T 39 ElcO Ap�Gala SNf Eko I a' 11 V4' SS FJm AOpel 1,, a10 Sea• 9db (G5) $12 9etl 9usw (Ci5) a12 5119 9e1n (G3) Anchor Clip Pallem• 2.12' 1• 2-v2 3-Vfie 1' x-vr t• 2•17 r 3-1/e' z ndr o.x- 1,121' Edge Darla OaT Eaaa•BOm(all 1- 1.3r4- i-Y4' 1-YP 1.11' r 1-V4' 1-V/- 7-1rP t-7N' 1-1/! 1-114' r 1.Y9' 1s,9' A. z Mehm ®4.75' Min O.e. / sladrd ar CBeaI CYp (Fq. 12 390 ros 7B0 ibs I50 IM 09a Ibs 1BN Ibe Z701Da 2B0 a 336 M 740Ibe 374 Ws 86/ •s 948161 WA 3{t 81a 6821be N2 Na 885It. IN Re 112066 4AW-91.15- MR O.C.IStaM1d (or p9ae0 OIP (FI9. 21 4801be TW Im WA WA NIA WA J80b WA WA WA 76014 WA 7/e Re WA 6BO IM 1s92 •a 862 Fa 885101 112(I b { ArMus ®P Nn O.C.! (2) ac! A1n9N pipe / (FW- 3l 760Ihs T601ba 6801ba 1580 01a 1898 ms 640 as 560 b WA WA WA N/A 95018s 7A7WIQa ®O31' 9fl O.C. r UCW, hlo .7 W ARmn. (FlIL IS NIA WA WA WA WA B72 9n WA Im BB WA 140 be WA 177 m WA 3T0 Iba WA 167 Iba 932 Iba 473 2a 170 as 221 Iba 2B0 •s 1 Anchor! F42W Lc19- Sl 195 9n 193 pa 12S Ir 445 •a lee WA WA WA WA WA 341 be 4421bs 56o Iba x Amhara 0 1.15 ken. o.C! F-Oip (`la 6l 240 be 350 •e WA WA WA WA Igo FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: n-o* ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 6: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WRH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF ACC THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • ant.nvrc 1nr75u n 1 4r44.7 (DP ) X r ANCHOR CAP., e,,,,, ANCHOR CAP.- `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN FT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. TT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.250' 3.250' .100' 125* X 3.25'X.100' MULLION FOR FIELD -MULLED UNITS 3.250- 10D'j 1.25• X 3.25' X .100' MULLION FOR FACTORY -MULLED UNITS a PRODUCT REVISED as comahin9 wHh the Florida Ballding Cod• NOA: 17-0630.01 Expiration Dat&94 6r2021 k�311111111//. LYNN •' ....... Mil Q?,• F :�� * No.55705 p . ;0,� ., ATE F ; (U ",, ��t0t'�NAL e A. LYINN ML R' P.E. FL P.E.# 58705 TABLE 10A NMAIon GPeelly Table Qb•Rtt) Opening Width Mr1edi ill"Peming MUN0161 or Oparing Height (Drhaizf "P6Rniig mdgor•)120N SOh 60 in 7DN BON Wit 70fN in 140N 160N Rretrlgdrr mepTrYg. R.cwngW r Tnp7Td ng. R.dangaYr TnP/rdan9. Rre7rrguYr Trrp/Tdeng. Red-gui.r Tnp?drng RlNigdr Tap/:rirg. rUdergula L..dn1 Top7rdenp. Larding Rletriybr L.e11rg Top7Tivnf- Leading Rectaigdn Lee6nq TrrpRrYrq Lardnq 126 %326 LordnO L..dlg Luang L.mIng L-dN Lo.&; L..dnq Le.drg Lnig Lce•g Ln�q L.edtnq x .624 Alum -Tube _ o �� g de s $€ „ ' s$ os e .. s = Lgg.a P B �ua p morn z 08 s ��. a ue g e� a �, ��F �•�=$'lF p,pEg`'?`L TO-1. t7•� fi -6��aie�: 7U 1roD 4n 170.0 Ib8 1T0.0 506 170.0 9!2 170.0 513 170.0 111$ 170.0 611 170.0 t240 170.0 621 170.0 'A68 170.0 621 170.0 1736 17A3 621 170.0 1983 170-0 521 12 in 17A0 SM 1ro.0 436 1ro.0 SM 1".0 392 170.0 6J0 170.0 1133 170.1 661 110D 127b 17A/ 677 IroD un 170.0 6B0 1ro.0 1700 1n.0 60 168.7 M79 170D 680 148.fi 197) 170.0 i10 16 in S AIgSN 170.E 170.0 T08 T47 170.0 171.0 521 5Sa iro.8 1roA 850 696 in.0 1ro.0 631 1ro.0 INS 170.0 "I 1T0.0 1195 170.0 7M 170.3 1341 170.0 T47 in.0 L91 7780 756 170.E T793 170.0 756 L52£ iB77 7703 756 19.6 lIn 1T0.0 IS6 541n tn.0 797 171.0 S12 170.0 %6 170D 991 1000 1116 176.0 754 1nA 7275 170.0 B03 nOD N34 170.0 837 170.0 1591 170.0 A16 156.4 1761 170.1 861 131.1 1761 17A3 Bfii t'T.3 1759 170.0 B81 701 1067 170D 797 170A 1240 175.0 878 170, 1417 1700 9U tf 1.t 1511 I'ma 98fi 1150 1511 170.0 1111 120.a IS 11 170a IBM 103.E 1511 t7A0 1D63 90.6 1611 170.0 10fi3 fOM 63 in t7Ai 170.0 6B6 930 In.O 170.0 M5 170.0 170.0 111$ 170.0 050 170.0 1302 174.0 140 ISS.6 ON 170.0 1016 1392 1378 1T0.a 1076 1252 13ro 164.0 -82 1.4 1370 155.1 ten 19.6 t370 155.3 1070 7A3 1370 I65.3 1070 n 974 171A 789 170.0 1169 17D.0 903 755.6 1748 171.0 1-2 1362 1248 'SB.6 iB'J n1.1 12/6 147.1 1000 tOtA 12dB 179.8 Sea 90.8 n/6 130.1 9ro 7T.1 1246 729.0 976 68.1 1241 129.1 875 i 66111,.n iro.0 1049 I7/A 17{ 739A 10/9 160.2 192 119.9 1CIB 132.1 1/6 101.9 10/1 :19.1 B60 932 f019 10A1 {/B 87.9 102.7 B9B f0.1 1019 91.3 17b 69.9 10{9 91.2 820 524 1W9 91.1820112,7 J167.E BIi Wl.1 122 178.9 9d1 f26.1 IN+ 101.9 9/1 111-2 n1 99.2 941 1000 TT7 /9.3 941 91.7 766 71./ 541 05.6 767 59.6 M177.6 7U f1.0 811 71.0 T37 U.8 !11 73.3 736 994 tOL4 753 IL6 a94 91.9 740 733 094r27..2 730 66.3 M/ 71.3 721 6S.0 If n.i 70T 17.t q4 67.0 rot 41.J 691 86.1 69B 90 in 132.0 65.8 eel 671 131.6 68./ 783 6% 110.0 17.6 994 671 116.9 7/.9 767 565 94.3 61A 671 65.3 575 63.7 fi71 fie2 666 47.7 671 558 43.0 671 413 551 35.8 677 43.1 6N 30.7 6T1 39.7 At 26.9 6T1 98 in 70.8 fi90 n.e 627 69.0 690 67A 6n 50.6 SBO 53.4 609 Id.3 590 47.6 602 3A7 S90 481 35.1 680 3!A /10 29.6 690 3/.7 477 26.9 690 31b 469 71.7 590 29.6 l61 411 J5.5 461 37.1 UB 31.1 406 -1 402 21.1 466 396 24.9 /68 2T.1 381 20.7 466 23.6 3U 11A 466 21-2 376 16.5 46fi 19.6 370 70o in 49.7 168 50.1 /21 41A 466 12A ' 3n 229 U1 21.1 172 19.1 441 21.5 N3 16.4 U1 18.3 35i 1/.3 U1 i7.B1201n 1111n 15.6 U1 4fi.1 IBO 3B1 U1 7!J 397 4/1 3d.i 3B7 2A6 U1 30.2 >e 26.1 IIt 36.3 378 363 344 3A2 37B 31.0 339 264 378 25.8 334 22-7 378 23.7 329 20.1 378 325 1A1 S76 195 91 15./ 3ro 18.7 314 Wln 21.0 262 212 242 17-5 1 262 117.8 2� 15.0 262 15.9 236 TABLE 108 Anchor capacity Table (Ib•) 5ubsome: 271 C-ate ]Sx Catc. Habar I Feed CNU PT WOW I Wdal 111 -nw Ela0 W'SS Br s�t6'F7co N4'SS Bco f10Steel •1251001 xnsiw ArrM vill-S0Uatrsm -- umam Ull- 3'1B oco Uuecm 111'FJco U6rMm A AgpWdar S=a(05)sc-m Screr(GS) AnchorClip Pathm• 2-VT r z-11z s17r r z-vz I 1• z-vz z slay z DaniatA 0�zr EaR gstaxe pn EmOednm n t• 1-31C 1.9'f U/4' tS4' 2• /-V4• 7-V4' 1-114• 1-1/4• 1414 I -IX z 1-J'8•2 Arl.•h0re/75NInOC. / Stardald a OOsel Clp (Hp 1900 De 390 Os I50IM 890 do 7fiM att 270OS 2B0 Ln 351 DS740 We 374 D! 661 ®a 0/S 0Y 341 D655D 1A 1A7xhon 61.17 Mh o.G / 3iro0ald (ar g1;et) qD (R9 2F 48D 70D b WA WA NIA NIA 310 m WA WA WA WA IYA 662Iri 172)Ee h! 4Arcloo@ 7Mm. O.C./ TL7215ArpeC9P!/(Fig. 3) 750fa 70D ®1 68D IM 15wMoe 1Ba61M 5dOM 5B0b WA T60 Ds 745 Ds emu 1092 It. 6921. 1120 9A h-GO-W Nh O.C./U-CP, IM.IW'Alt-q9p 41 . NU WA Nb1 WA WA NIA WA WA WA WA 187In WA 332 De WA 4730E WA 170I2 960 me 1AMhX/FLOp(A9$ 1BSD! 796b 225 D8 f46611 122m 195 De 14Db 177 Ds3701ts :ED YM Mtl°If ® 1.117 Min O.CJ FCep (71g sk 24D 950 WA NIA NIA N/A t000>s WA WA NL( WA WAM FIGURE 1: FIGURE 2 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 3.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND • .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A36..ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WCOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. FIGURE 3: FIGURE 4: FIGURE 5: • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) L'NEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. (DPw)X ANCHORCAP.,o,,,,,,)_ ANCHOR CAP.- MULLION CAP.,o,••„ USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.250' 1.250' 3.250' • • • 9, • • • • • • • % 624• .624' 12S X 325'Y i24•••• 1.25' 3.25'�( 4' MULLION FOR • O FIELD-MULW16UNTTS • FACT RY LILL UNITS • • ge • • •• • • PRODUCT REVISED •s complying wMh the Florida Building e Now no. 17-0630.01 Expiration Date 5/26/2021 By N't LTIyNM'%, r •rp _• No. SMS o •' STA'(`�` 4•S'0NAL %I,N% • 41111((I I111 • • �. L1WN MILLER, P.E. • • I! P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . .. .. . . • .. .. . . . . . . . . . . .... ....... . • • TABLE IIA "Ion Capufty Tablo Ptofle) opening w t(i0r 1'e1ticay-spamiltg m181ors)w0pening HeigM(brinraorteiyspenring MEORMs) 129 in 50 a EO in To. 80 m 90 in IN kn 1fi0 h • • Re:tugJar TwTrianG. Rana ngulr TmwreAng. R.c .9uln Tray7rieq. Ractatpu� TrepTdang RMangdar Traplrriang. Raetangumr Tngfri tg. Loadng RExtaMW L-Itq TnpTU"' Loading R-pcmn9Uar LwdkLoading mvi Tnp7rmg Lading 126 x394 Load'ny Ladkg Lmd'up Lolling Loading L-Eng Loafing LPadM Loading Lnading Laadag :.624 .• >. --S a_Allml-Tube^ ..MuDon a �g aj, .es ��.a 5� T-ii-41 Ti--11- _=gd `e z6s'B �te geei gg 55u 2� fa'iE <`e $ fa i�. @, ism i,z 506 i7g.1 992 170-0 519 170.0 Ills 170.0 521 1700 t140 110.0 W 1N.0 T48B 170.9 $21 T78.8 ins 1T0.8 j E21 Im-0 1913 170.0 R1 42 Id 1710 620 170.0 4N 1N.0 744 1791 478 170A 861 170.0 63G 1N.0 1133 170.3 661 1N.0 T215 In 677 /70.0 U17 1710 629 1T0.0 7700 1N.0 693 1709 1903 Ina G80 171L0 225i 17D.0 680 40 In 1711 708 t70.g 624 1703 850 17G0 5U 1N0 1N0 %2 10d1 Ina VU 84 1700 11% 1N.0 723 1T30 1315 1N.0 i4i 170.0 1d91 1T3.0 T56 "aa 1T93 170.0 756 17GA 2192 170.0 756 1718 2391 170.0 756 50.625i i'ma 7l7 1N.0 563 In N5 IN.O 631 11% 1T00 75f IN.O 1275 1N.0 103 170.0 U34 1700 137 1N0 1694 170A1"11143 1913 1TQ0 1e1 1700 7231 170.0 66/ t60.2 2/0.7 1N.0 061 Sd In 1N.0 N7 iN0 fi>? 1T0 %6 17Q0 fi97 IN.O 1 00.0 1240 flat m3 170.0 1417 t70.0 $14 170.0 tb94 17a0 391 171.0 1T71 1700 2125 In t063 Mai 2%3 17P.0 t0© 1218 290T63 in.O .163 60 in 100.0 IU 1000 7M 170E 1063 17Q0 797 9E0 170.0 1488 f70.0 1015 170.0 16/3 17aB 1016 7N.0 1[59 170.0 9 2060 170.0 1168 734.5 2060 1N.0 1171 itl-7 2060 1N.1 1171 63 in 170.0 930 1700 7d5 7N.0 11 ifi 170.E B50 1N.0 1302 770.0 1700 T918 17Q0E 1986 1N.0 1Ti5 1226 1%6 1N.0 1286 1011 7966 170.0 1186 u 66in 1N.a 974 1700 789 1T0.0 1163 D am 1N.0 13M il0.0 1002 17GA 1S51 170-0 Me Ina 1753 1N.0 1155 0 871 17Q0 1275 IN0 ION ITG.B 148E U01 1126 17R4&% 70-0 1228 154A IT34 17a0 1316 131.T 1734 %18 6 173E 155.9 13H %.1 1734 18.4 13S2 86.7 17bt 150 1 J 721a 1N.0 1063 170.0 t209 141652 12% 13L1 1556 151-5 1266 IVA 1566 Kt.3 158 t28.7 1779 1dS 186 1123 1219 N.7 16% 1212 121G T6 is 1N.0 1122 IN.O 93/ 1N.0 t]4fi 1N.0 lOBO 7613 158 1N.0 769.3 tN5 i15i.0 122a 1215 UTT 739.1 t206 109.1 un Y29.5 1477 110.9 1164 779 1477 118.8 1151 68.2 1477 1a93 1161 � T1in 100.0 1 611 INO %7 170.0 t381 17Q0 Ills 155.9 1477 71.0 1110 80.1 910 592 1110 T1.9 891 SD.T 1110 65.8. a78 4/.4 1110 90 in 1420 1110 1485 9Bfi 118A 1110 123.3 9p 101.6 17t0 1079 951 B963 93fi 71.9 I110 87.5 922 49.3 767 B38 B3.1 9/3 18.3 B42 7a6 829 66.0 276 712 817 Sim 975 G5A 867 48.8 275 67.4 70 41A an 523 T76 36.6 975 Sol. 117.0 975 7203 872 g7.5 975 1019 664 45.T T71 l90 655 41.1 TIt µ9 617 3/3 771 76.8 632 29./ TT1 35-0 621 25.7 R1 32A 612 108 in 822 771 81.E 696 1g.5 771 70.7 6a5 87 771 613 674 58-3 622 ITS P-0 6N 31.5 Tag 35.6 MD 77.0 TM 319 sea 73.7 730 29.5 581 111 in 75.7 730 77.3 fi61 ill T30 650 68 SE.1 730 S63 6E0 449.d 631 42.1 130 46D It'l 2IA 6N 24.6 519 16T fi34 223 81 to in59a G24 61a 89 49.9 624 512 560 42.8 04 4d.3 S62 139.2 6N 33.3 Q4 K3 531 30.0 67A 32.2 531 2S0 624 17.7 519 1MIa 347 433 35.1 400 29.9 1 433 294 395 24.1 1 A33 25A no 21.7 433 1 224 1 366 1 193 433 26.9 Sal 17.3 4t3 181 376 TAR[ F 11 R StKaIftl 2.A Corcle •"15k Cate_ .. H.J. CUU filed CMU PT Waoa Arc6a T YIE S, Lllgat yr f3c0 UaficM 5+1SEk0 Ulbarm 3't6'Oro Ulyd,m Yr f30ULKa1 V$55 BL y t1r Et. IlBra[on 97r SS 9m AgXeGety W0310d ScxM (r361 M21 scro. Anchor Cip Patterns 2-V2 T" 2-172'1' 2N7 1• 2-VZ Z 31R' Z O.tl• 0.54• Ed¢: Efsiitme 1• 13'r Ulr 13'r 2' t-Va• t-vr f-7/4• 1-Vr 1-11r i-vr z t-3'8' tJ'C Emleanad13r4' 2 AMIP9 l75' MR O.C. / Slmtdae a 01sn C0R lflff lY 090 tl>S 980 to 4ID b 600 B1! t6M ms T70 M 2B0 I'3 93410a 7401ta 374 bs fiM DS 846 td 9/1 an M 4t21a eat G d An:Bm.1.; Mh O C. ! SM,,ni, (a ata)cop pg Z7 490 D2 700 Be WA WA NIA MIA 7B0 as WA WA NN 7486s WA am le WA tem Me 82 682 D9 woe d AMhM 07 Nh O.C./pJ2<5AnM;LCpe/ft 31 780 to 7801M. 6a0 a. 15®IDs 1BgE to 540 rot 560 Ra N!A 760 Na WA N7A WA d ARt1013�054•Min. O.C./ULIIp.OdO.VNT Aaaa (Fig d} N/A WA NIA -win WA N/A N/A WA NIA WA 97011ts NIA 187119 WA 092b 473h 170 is 221[e T AIi IIWIFL9p (ftg$ 1osaM iDS >m U6le 822b t]5ma 1E0 nd 177I6s NIA WA WA Sat DS d42 06 2 M[fnn ®1.13 Mtl O.CJ F131p tflg 6j 1n WA WA NIA WA 1901b WA WA FIGURE 1: FIGURE 2: FIGURE 3: ANGLE BEIUSED T • • IN PAIRS. FIGURE 4: FIGURE .1 FIGURE 6: • • TABLE NOTES • •• • • • • ••• • ••• • • • • • •• n14V 11VRl.AYA4rr7 AW YDr wtcrvr � (DP-) X( ANCHORCAP.•,e,f)_ ANCHORCAP., \MULLION CAP.,e,,,a, / USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD STALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF 100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR410 S.S. 125' X 3.04• X.624- MUWON PRODUCT REVISED 11 complying with th• Florida IS ". rg Cod- NOA_ 17-0630.01 E79piration Drt.05/26/2021 BY / `.`taONY LYIft i * : N0. 58705 SO•. ATE /S70NAL e ` A. t,mN (4Y3D K P.E. FL P.E.# 58705 TABLE 12A • Mullion Capacity Table elMa openin➢VNdM Mr eenkAA`6Parrin9 nnJfons) or opening Height(for IrslIDrdeftsPalx3/g mu icre) allh 001. 70M ash soh loole 120h 140h 150h 2 x 4 x 25 Ree.AOlr I LDedn9 Yrgfrd 0- U edllp Kw1a ptv I Loadn9 TrP"h6e4 LAM Rectmpir U e* TnP--q- ta.dn9 ReeMnp4er m Ldn9 TrepTe-q' Loedne Ratelg-kr 1-a9 TreNTArlp. Lued•q Reetenpder L9adrr9 Tr4pl7Aerp. Laaan9 Reetnpsr lne•'19 'Irepl7Nenp. LOtlno Rwhinii• LOadr a T.WTrar4t. Laadrl9 P.1ewler Lasdrlg Tnp/Tden9. L9ednp Alum. Tuba muNion a1! �� �_ 8� SS JL 1 fi? 3E b� ��F!i-i �� so •S rc E <`rc $ s �� z � ti [`� �Y• d . 8a 9 a� 42 in IMO 620 17o o 435 17o.0 7" 17QA 478 170.0 96s 17o o 506 Ina SM 1TQo 619 17Q1) 1116 170.0 521 171.0 1N0 1710 521 170.0 1488 17ao 521 17a1) 1735 170.0 521 170.0 1963 1ro.o 521 Nh 17D.o 708 170.0 524 170.0 $50 1m.0 $IN 170.0 D92 170-D OD 1m.0 1133 im.0 661 170.0 1275 170.0 $77 170.0 1N7 17C.0 610 17Q0 17M 17a0 OD 171,0 190 17DA NO 170.0 2267 170.0 Sell SO.WSh 7m.0 747 17Q0 5q IM.0 a9a 170.o MI 170.0 1046 170.0 6% 1ro.0 L195 170.0 79 17MO 1346 170.0' 747 17D.0 t494 17Qo 756 17Q0 1793 +Tao 758 17D.0 2ffi 1m.0 756 170.0 2301 17o.a 756 %M 1m.o 79/ +ro.o ate na.a D56 +m.o 691 no.o I11s 1TQo 754 17C.o 1275 nao bm lX0 1434 nao q7 170.0 1594 17a0 856 nao 1913 lmo am Im.a mt 17o.o eat 17D.0 2850 rroa as1 so ill no.o sas +ro.o 701 1m.o loos tro.9 797 no.D 1240 tm.o e78 1ro.o u17 1ro.o 9" 17co tsa4 17Qo 8s6 1m.o 1n1 t Qo tcsi 1ro.o 212s 1ro.o 1063 1m.o u7e 1mA Il e3 teo.e 2660 tTao 1063 qM 170.0 99D nao 7as tro.o me +m.o eso no.D lsvt +ro.o 9eo 1m.D 14ae 1Ta.D tms 1m.o 1673 tto.o tD7e 1m.o Iss9 nQo ttzz t7ao� 2231 tm.o 11® te&7 Isss 1m.o +m +45.e 2553 17ao tt7+ 86h 72h 170.0 1700 574 10q 17D.0 7T0.0 7e9 a78 170A117e9 1T0.o 7215 /700 170.0 903 1009 170.0 170.D 7351 t488 1ro.0 170.0 t002 1126 iro.0 tro.0 1559 1700 1ro.D170B6 1m.0 122a 170.0[1753 17Qo 170.0 170.0 1156 1315 1ro.0 1m.0 1949 2125 170.0 170.0 1210 13a7 17QO t45.e 2338 21N 17a0 17Q0 I= 14aa 151.9 124.8 2437 21% 170.0 170.0 1296 1529 132.9 109.221N 2437 170.0 770.0 1296 L53076h in iro.0 170.0 1722 1151 170.0 L70.0 q7 96'7 IT0.0 170.E 1348 i3e1 1ro0 170.0 1080 1110 +70.0 170A 1570 1671 170.0 im.0 12W 1250 170.9 7T0.0 1784 LN2 1mA tm.D 1322 I F9 16&iP141 152774 1489 137.4 19B0 ta61 170.0 1a11 1605 Ism 1210 114.5 1960 la61 161.E 147.1 154a 1473 f0&1 982 1960 Iasi 1%.0 late 1535 /459 929 85.9 196E1527 1081 137,e 15317a 1W90M 170.0 132e 170.0 11N 149.1 1398 158.0 /219 127.8 138a 13&0 11N111.8 13N 121.3 1179 90.462 805 1396 1ol.6 1147 745 1395 89.8 1122 B3.9 IN8 a27 1105 589 13M 789 1Dsaes. 1Ceh 147.4 1q.5 1229 W1 151.5 105.8 109a 877 ti2.9 8&3 1229 D71 727.9 e9.0 70T9 aM t053 74.0 122E 971 1112 T72 1061 b4D s21 64.T 12M 971 wil 6a.4 10N q7 81.929 57.55 71.7 61.8 12W 971 814 553 1016 815 61.4 !11 12M 1) 732 49D ➢93 All37.0 52.7 1229 971 65.9 N.0 977 782 /6.1 ]24 7279 971 W.e 771 1t1 h 8&! T55 818 iB6 W.3 76.9 e32 716 7D.5 62D 979 786 07.G 81.5 819 705 58.+ 53a 819 7a6 70.8 55.a e06 -1 59. 472 9'9 786 62D 4 A 791 66D8 q.0 41.9 9/94 786 47.7 37.7 919 786 519 145 774 68a 39.7 915 019 788 N.8 349 75b 653 34,/ 27A 919 786 40.2 91.0 742 641 20.a Zl.61NM 919 31.1 7u120h 43.7 1 sell 442 6% 36.4786 97A 499 312 646 37.9 491 27.3 Sill 2&2 {65 24.3 sell9 21.8 54e 229 474 14? 54a 19.5 4b4 t&a Sell 172 4ti5 1].T Sell 155 4{8 TABLE 12B Mchor Capacity Table Oba) Sttls 271,C-le 151, C- Hr80n GVU Filetl CNU 1'TWaO Y16.5"o V�4•SS Y16'FJcO VC 55 Bc0 F10 Stetl e125trdMSee .2e Ahn Type ]H4 Bc0 Uam V4'6kD Uft- Van 3MV c •B[0 C SP5) MchorCUP Patema 2-V2' i' 2-V2 3-118' r 2-V2 1• 2-VT 2 34AT 2 0.48' D.X 0.2C Fsge 6s•nce Onk Emin09eH ink 1• 1314' 1S'f I-N4' 1314' 2' 1-vd" 1-1IS i-1/1' 1-VC 1.114' 1-114• 2 IJ'8' 13'8' wks 2 Ancmn ®4.T5" Mirt O.C. / StatlYO Drovs4t CDp 0`b 162)' So It.,9a IOs 450 De 90D as 1644 Ds 270 in 280 foe 354 t. 74OIM 374 IM 194 0e 946 R 3/t b. 442 IDt 560 9a 4 AnUlrs ® 2sy Mel O.C. / sboand (r CmeQsy (R9 C9j 7e0 an 740 He sm Ds 14M ae 1424 Ds NIA 5 ea NIA ®510e 11/A 9e0 0a WA 6B28e 893 n 7120 b 6.$1.71- Min O.G / SU aaO (r Chet) Clip WO 4k tl&5 Ds O50 72 t s 1946 Re WA NA 7C5 as NA 7991Is WA WA NIA 70221. 1927 Its .I. 4AKIn®SMh. 700 rM 5 6DWA760i%74h4 880ts 8951t I120 as 6Atn®YMD. O0 K i70x 11MM i0M NA 114Dm II.b 733Ds t327m 1t0lta .725ArOfYsI SAmnoa®1.M- MD, QG I U4:b, m.12Y Aeelt (FlO 7J NIA WA NA N;A N7A NA WA NU WA N7A WA NIA NIA WA D73 6AK IlorSg061'Mh. O.C. IU47p, Id0125'Nrx1L q- Bk NIA WA N/A NA N/A NIA NIA WA WA N7A WA NIA N/A 941 YE WA d42 Ns 2f Ds 8.D is 2 Anctbn � 266• w O Z M 4 07. 170 Ds Sm Dc 3f5 su 749 sn 712 NIA 2W Ds WA ]4,b N/A 44D D6 WA 511 C4 6641t1 B40 is 9Arcttn®1.71- Mgt O C I F4oU M IM 44911e 525IS 379 Ds 9791Oe NM NIA SSi ft WA 9D91d NIA WA tYA NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND AN( FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4: • • IT • • • • • • FIGURE 5: FIGURE 6: [•A• • • • • • • • FIGURE 7' FIGURE & FIGURE 9: FIGURE 10: ANGLE CLIP J V • (FIGURES MUSTSTBE USED W PAIRS, CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24_ TABLE NOTES: ANUMUK I.IU'Al.l1 i P4lJUJ 1 a1Cn r rV. V ✓5: (DP-) X (ANCHOR CAP.CAP.,,,v,,o,,,,, ) =ANCHOR CAP.,,, MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLJON. IT WILL YIELD A MINIMUM ANCHOR CAPACffY WHICH BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE.. 2000- -i 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS'S ALLOWABLE- • • • • • }i• 4• 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED•4 •'0. • • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE ABLE • • • • • • LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT ,. (CMU) SHALL CONFORM TO ASTM CSO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.5/1 • • • • • !• ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04V TI-�K (18 • 4' X C X .2ja MULLION• GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAS SCREW 0• • • : : • : THREADS BEYOND THE MATERIAL. #10 & 4'2 ANCHORS INTO WOOD MAYBE STEEL, 1 M S.S. OR 410 S.S. • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miam afd Product Control 0-�A,( LYN/y✓���% C, '�`,•' LICENSE'•. C�� i� No. 58705 Ab • r %AO ST TE O (V�� • 9'ONAL EtJ1`� • • A.t4l JN MIL!tlt�, P.E. *FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . .. • . .. .. •.• . ..• . . . . . . • . . • . ... . . . . ... . . TABLE 13A mull an CapacityTable• • • • • • • Opening � (forwifcaN-SParrtrO i or Opaflbg Haight (for h7rimrrkBlrspemirg mlllr7n6) SO In OO in 70in so In 00In 100N tID in 710E • t80 in• 17c'angrle TraPTr.v. RcfngWer TwWT�ie)9. RwtwgAW Trap+7datg.V.. TI*Td-9. Rect.tWar TmprTriay. RactanWr 1nWTI.V' L-&V R-aW. L..bv Tralmarq, Loedn9 ft;"W. Lmdrg TrapfTAan9. Ladhg Lmiq LoWng 2 X6X 16 LAadng Lmdrp Lacing L-*V Ladny Laadn9 Lacing Loedn: Loa3nB Loaciny Alufn-Tubs r a r a f = ?' F _a a .. a e : :: o-Bullion3¢`a R--n iE �rc ke 1` 170.0 620 t7a0 435 t70.0 ` 744 1R0 470 170A 8® 170.0 506 170.0 519 171L0 1116 1R0 521 170.0 1240 170.0 521 1R0 1100 170.0 521 170.0 1775 170.0 521 170.0 1 i70,0 Q7! 421. 48N 1R0 700 17MO SN 170.0 050 170.0 584 170.0 B92 170.0 l70 170.0 1133 170.0 B61 170.0 1275 1R0 IT7 170.0 1417 1R0 680 170.0 17C0 170.0 680 170.0 1907 170.0 600 170.0 226J 1R.0 680 50.625E 7Ta0 747 170.0 563 170.0 696 170.0 631 IRO 1046 170.0 E84 170.0 1195 7R0 773 170.D 1315 IRO 747 170.0 1404 1R0 756 170-0 1793 170.0 7" 171A tar 170D T50 170.0 2?91 iR0 IM 54F 1R0 797 1R0 812 f70.0 95a 1R.0 �! 170,0 1116 170.0 754 1AD 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 1R0 e5B 1R0 1913 1RD 661 f7C.0 2231 170.0 861 170.0 2550 170.0 881 170.0 WS 170.0 Mi 170.0 1063 Ina 797 170.0 1240 170.0 8T6 17C.0 1417 f70A 944 fR0 15e4 110.0 aae 170.0 1711 /70.0 1033 nag 2125 170.0 100.1 170.0 2179 170.0 1063 170.0 2877 170.0 1007 00in 170.0 1116 170.0 850 170A 17M t70.D 940 170.0 148Y 170.0 t015 170.0 1673 170.0 107D 170.0 1859 Ina 1122 1R0 7231 170.0 1189 170.0 2603 170a 1171 170.0 2975 170.7 1171 83F 86In 170.0 1R0 930 974 iR0 170.0 7{5 759 110.0 1169 170.0 I 170.0 1304 170.0 f002 170.0 1SIS 1700 100a 170.8 t753 170.0 1165 170.0 1848 7R0 1210 1R0 2336 170.0 1275 170.0 2727 170.0 1788 170.Oj 311i 170.0 1280 = C 170.0 1ZI5 1R0 ION 170A 1438 170.0 1126 170.0 1700 170.0 1220 170.0 1917 170.0 1315 170.0 2125 IRO 1387W.V- 170.0 1{08 170.0 2975 170A I= 170.0 34C0 170.0 1530 RE 170:7 fOB3 170.0 676 170.0 1312 1T0.0 3014 1R0 142t 170.0 2243 1R0 1505 iR.O leas 1T0.0 3740 170.0 1084 1R.D 35W 170.0 1705 78E 170.3 1122 1R0 937 170.0 13M 7R0 f080 170.0 7_�70 170.0 1209 170.0 1794 F 78E 170.0 1151 1R0 967 170.0 !781 t70.0 1116 170.0 1611 170D 1250 110.0 18/2 170.0 1768 170.0 2072 170.0 1474 170.0 210? 1703 1S64 170.0 1700 170.0 3II7 170.0 1777 1T0,0 ]683 770,0 1798 11N 170.0 1594 170.0 13Z8 170.0 18W iR0 /491 1R0 2175 1R0 I853 170.0 DB7 170.0 1793 1TOD 2850 170.0 1910 170.0 3186 1RD 2125 156.0 7113 170.0 2273 1365 3413 170.0 D6I 90F 170A 732e 170.0 170.0 1232 110.0 17W 170.0 1134 tID.O 1987 170.0 1822 170A 2257 170.0 1794 170,0 2550 1R0 19n 170.0 = Ina 200 180.0 31W 170.0 2330 137.1 31M TrA0 24TO 120.0 3199 1M1 2428 go in 170.0 1417 1591 1R.0 1/00 170-0 1913 1R0 18/7 1R0 2231 1R0 1670 170.0 2550 170.0 20T8 164.0 2787 1R0 2271 148.3 Vill 161.9 2333 123.8 ZM 140A 2251 105.2 2781 125.9 2234 927 2761 110.0 2190 100E f70.0 17C.0 14U 170.0 19N 170A I_ 170.0 2293 1. 1yR 170.0 =I in 0 2119 151.0 2832 1d23 2245 138.0 2632 1484 2210 1t3.e 2M2 128A 2165 978 2532 I15.1 2128 854 2332 tOB.] 2088 III F 17C.0 IRO ISM 1771 1R.0 1588 170.0 2175 170D 1859 fSl4 224 15Qa 19B1 135.1 2752 411.1 iB01 120.1 2252 1Z72 1938 'OA1 224 itaI 1915 gal ZZQ 89.8 1872 77.2 Z252 0a9 1p6 67.8 7252 BtA 1800 120E 144N 125.1 1564 126-6 1 445 04.3 15a4 100.1 1475 811 1564 915 1407 762 1561 80.7 1300 0a5' 1564 723 13T1 62.6 15M 61T t1Y 521 1504 58.0 1370 44,7 1584 !42 13D5 N.144.4 II33 TABLE 136 Anehlx 2.7k C-da, Capacity 3 5k Cw. Table b9 Molaw CMU Faad CMu P7 vv0o0 Mete Anchor C9p Patlems Embeena4 an1 2 Anaha•® 4.75' ME. C.C. / $Wdd a O" Cip Fm. 182% MkL O.G. / Stadad ON OIRLL) Ck (Fb. 3% AWt-a1.7r Mkt O.G l SRrdsd(w 06*9 Cip o-79.4% A.h-Q3-Mkt cf/Q7 h5 Arpb City/(Fb 8%15wib ArJias ®iS Nkt O-G(.qgp.10801b AriehOr• 7.31' Mut O.G/ U47{p, tto .179AOn.wF 8% IHOpkd• .125' AOIn. 0t. B% Ac4.8BMin.ONbt818270 ArotAra ®1.71' Mkt. O.CI F-0Ip (FlB. 1 i% tau' 390 Ib 7B0 b 1180b b WA WA S9D told' 390 b 7B0 b NOlb 760 b 15Mb ZI00IW WA WA 00 b Tall- 450 b 900 b I t010b 600 b I I=b 1410 b WA WA 505 b fal4• eeo b 17BDIb 25951b 15601b 3120b 378010c WA NIA 1294 b Y 1644 b 3232 b WA940b 18y6 bI4N 3790b WA WA WA WA N.A WA WA WA b WA 2801b 580b 1t20b 1320 b !yA WA 200 b QO b 364104 708 b WA WA WA WAWA WA 951 b WA 740 b 1095 b 1005b 760b 15IDb MCI III WA 740 b TS] b it74 S7llk4 748la WA 7N 104 1496b WA WA WA 371 b WA 11/4 m4 b 12T2 b WA 880 b 1b WA WA WA 8361b WA Y 9m b 1692 b WA iB821b na.la WA WA WA 4{IB b WA 341 b 882 b 1383b B02 b 13LOb 2045b WA WA2 341 a62b H2134 8B5ITh 177C Ib 08516s 1770b 2554 b 5801b4.W 11IDB 2- b./780 1120 b8 212 3300 b4 1430 b N14 a•sb i120 bNnTF' FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN MID ANCHOR VALUES AS THE STANDARD CLIP. TAR1 c NnTf9� sw4wr.C'coN4' SS 9c0 Y16' Elm1!4'SSGko1125RNAatpr Type3118' FJ00 UtaonUPaca U•xa 1!4'flal8trvanA9pe0LLa NI•:On AyreCaEr SuetyIG51 Seaw1071EdgeORtae•0n%1'2-12' }1/B 2-12 1• 1-1fs' T }1,T Y 0.48' 0.32{' 1.Y8' 1a/e• rd44 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE8: FIGURE 9: FIGURE10: FlGURE 11: FIGURE 5: FIGURE 6' FIGURE 7:ANGLE • • CUP(FIGURES • • 5-7)MUST BE • • USED INPAIRtS. W:MV4 :AYA:II T. HW.UMC (DP)X`_AN, MUOCPo_)=AN CHOR CAP.® USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONCING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE I-2.000•�-i 250' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.6.000' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CCNFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 800.3-T5 AND BEAMINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.045' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2• X e' X.25' THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION 44 K �IH PRODUCT REVISED mp ingg with the Florida Building r1aNOA-NO. 17-0630.01 Expiration Date 05/26/2021 ""' LYNo. 58705 ' - 7.0CUFL P.E.# 58705 TABLE 14A MulBon Capack Table Opening Width(for verdwkspersirg rlaiars) or Opening Hftffl (for tWzlxlul9-sparrin9 mulloM) 501n SO h 70 N BON 90 in 1 1001n I 120 h I 140In 180 h 126" a 2.11" Redrgulr Lodro TnpMde g. LOarg Rwtaro" LpdOk9 T.Prfnr9 Lo4de9 RwtEVAN Lotlrg ToprTMro. Loa4kg ReCaraAw Lc+DYg TrapTuar . Lp ft RsctaigWa LOdro TrMiT•a14 Loadro RamrOdar Lo dnO Tr.WTnmp Loa4vg Recl+Mr Laad'g Tr L..drY Loedro R4danBWa L0adr9 T.P'Tdrg Lodtg R4 .Vulw Loaft TrWT..q LDaan9 s.125"Alum Tube Mull IL 1ri @� T � $ ��. a�SS b� af 42h t/42 528 16/.0 428 120.2 528 t449 4t9 7030 526 1388 474 flat 526 134.E 411 8a1 s26 134.1 411 721 526 1341 411 Bat 134.t 411 31.5 we 134.1 411 4S1 528 134.1 417 48In SHB 403 1OHO W3 Ba5 4m 94T 327 69.0 403 88.1 320 80.4 4W 81.4 317 537 4W 79.1r170 $ 4H3 403 7H6 314 40.] 4© 78.6 314 34.5 4W 7H6 314 30.2 403 7H6 314 �@51n 82.3 3@ 91.0 307 848 363 79.3 241 Saa 3t4 71.9 2S9 51.5 362 67.2 2B6 45.i 362 648 41.2 382 US 2W 34.3 382 83.5 283 84 352 635 2W 25.7 392 835 2H9 54N 67.8 318 74.1 267 59.5 314 642 261 4a5 3'IB 57.7 258 424 318 63.5 253 37.7 31B W.8 339 318 493 240 2L9 318 49.1 24a 212 318 491 24B 272 $18 49.t 266 C 601n 49.6 25B 63.1 278 41.2 258 45.7 214 353 258 40.7 210 3a9 rrH 37.2 207 2T5 258 34.9 247 256 33.4 2W 2ae 20 32.2 2D1 17.7 258 322 201 1S5 2% M.2 201 SW N 427 231 45.6 200 Me 234 39.1 785 30.5 234 34.7 192 ffi7 234 31.6 lag 217 23/ 2H! 21.4 234 290 te4 17.8 23! 26.6 183 13.3 294 ffi5 1W 13.4 23( 26.5 7W 86h 372 213 39.4 1W 31.0 213 33.T 179 28.5 213 29.9 176 2'2 219 27.0 1T3 206 213 25.1 tae 213 237 189 1S5 213 r2.2 197 133 213 220 1m 11A 21] 220 166 72 in 2aD 779 30.7 155 23.0 179 25.5 152 2DA 779 22.5 149 17.9 178 20.3 147 169 179 18.7 765 7Bn 243 te1 25.4 140 2a3 W 21.6 137 17.4 161 19.0 135 1" 161 17.0 19 78h 225 752 23.5 1W ISO 152 19.9 131 1H1 1S2 11.5 t28 TABLE 148 Anchor Capaelgr Table 8W41rab2.7k Cmuete 135k CaK. Mr.. CMU FILd CNU I PT WOW MCa S/1C EkD 1/4'99 EKD 5116'EkD 114'SB Ell, a10 M.. a1291e 81111C1 Arc fln ryR' 9'16'EKOUtotm 1/l EkOtAtam dram 3/16-EkOUracm i.V'EkO UKacm ABge4a4 1p m AyfeGaor SCIM (G5) SCrN (C.5) Scaw (GS) Anchor CIp PaOams 7-17 1' 272' r 3-1/C z a4B' OSa' 052C EO9e lliiar[e (n1 t• 2-1? 1• 2d2' 1V8' t• 1-tl1' 7-t/4• . 1-71P 1-1/v i-t/f 2 1-34Y t3'B' aatrs Ealoraow 15r/• vwf 1d'4' 1S! Y,� an r 1896 Fc 1-iq• '..4D as 550ffi WA 7Hl Op 748 be 8104 ite2 Bs 682 os 9H56 149C to 4 A1KInn 49 7 e•L O.C./(7 35Argk! mps / (Elp. t1 78D Ins 7B0 M ®Otte R741:1'1 V K I:AYAV r r T IUJJUJt r (DP_) X l ( ANCHOR CAP.,�,,,,w) = ANCHOR CAP.,,,, MULLION CAP.,,a,- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. F_ r ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL AN INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #112 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S. IIr i 1.266'� I .125' 0.26'X 2.1 Vv- 4w44 • • • pNTEGRAi, FIN LVL N) • • • • • • • • • • • • • •• ••• •• • • • •• ••• • ••• • PRODUCT REVISED as comp Ing with the Florida Building ode NOA-No. 17-0630.01 Expiration Date 05126/2021 By Nilam aj Product Control 11111lrr11r. LY NA( j •'•L.ICEh'SF'�. ��� � No.58705 ' 41 _ i O,�'.• ATE aW+:(V�\: (� •'•F�ORIDP..•• ��� • • AIVOMILLIER,P.E. a • •FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Or . . . .. .. ••• • • • • ••• • • TABLE15A • • • Mullion Capaoiy Table {M Opening VAdth(tare tcaBy-spanring ➢F-)orOpeningH6ght(f0rhoroxIt 6pa1rlir18mUI-) •• • 60. t01n 80 In 90In 100 inIm h Win 160 • 50 n P< talyllr Treprli.g- Recwt4aer T-PITnang. Redargd• Ttap74a14 RWa14AY TmpTdn4 Rect.Wl T.PrTrh1q Redart44Y ThWT„.V ReCapi. Trap/TftV. L.oadrg LWAng ft tan4hr ToPWden4 Lcedng Loadn9 li .&V ftwTdan& Loedrr9 lmdn9 F32-5" Lmdn9 L9adrg LcednpLoadng L-IkvLoWn9dn9 Ludrg L.oedig Lowing Ldm Lcadng r 6 $ r a ^ r Sg �.L; P g g e 11; :$c T11 6$� � � eP$&�a is�^z `9$ g? <� �€ z'� �� � �$�� 42 in 170.0 6M 170.0 4W 170.0 744 1700 471 1-,0.0 ON 170.9 SC6 170.0 W2 IM.0 519 170.0 1115 170.0 521 170.0 1240 1700 521 7'140 1408 170.9 521 1ro.0 1735 170.0 521 149.1 17! 1'l0.0 70B 1ro.0 52{ f70.0 f150 Iro.O Sal 7700 8B2 170.0 Ai0 170.0 1133 1A.0 N1 1ro.0 1273 170.D 677 170.0 14/7 Inn Soo 1522 1522 f70A 680 130.5 1522 170.0 660 114.2 7372 iro.0 680 MN SO.6281n 170.0 170.0 747 110.0 5Si 1ro.0 898 iro.0 ®1 170.0 1016 170.0 Ba4 770A 1195 170.0 7M 170.0 1345 170.0 147 164.2 1"3 170.0 7'A 1349 1443 170.0 756 117.3 1443 170,0 759 1026 1443 170.0 756 xH 170.0 797 170.0 812 170.0 955 170.0 697 1700 1116 1700 7x 1ro.0 1275 1ro.0 80] t60.4 1353 170.0 1137 1M.3 1353 170.0 $58 1m3 1353 170,0 051 103.1 1363 170.0 851 90.2 13m ima am so In 7T0.0 a85 17U.0 M 1130 1067 110.0 79/ 167.0 1276 170.0 678 146.1 1218 470.0 $44 129.9 1218 1NA 9M 116.9 121a 7511 924 97.4 1218 146.1 917 83.3 t218 146.1 913 T3.1 1218 146.1 913 min 170a 930 170.0 745 17UD 1116 1roA 850 1502 1150 163.8 933 f3tA 1150 153.0 914 11fla 1150 1419 898 111i1 1150 Ix2 Bay 879 1150 12fl7 877 75.1 1150 1262 870 65.7 it56 7282 670 L 0/n 170.0 A4 110.0 768 7524 tde 165.E 881 13Q6 1048 1495 ax 1N.3 1010 133.1 Ba0 101.8 t0Ur24 639 BIA 1018 11flfi a30 762 I7M9 1W.4 621 65.7 1046 tds2 618 57./ 104a 1062 QIe 140.E SW 1479 764 117A ON 1ID.0 748 1005 680 110.1 7x S&A 110 1W.0 722 7fl2 aw 712 70.4 800 au 7m 56.7 am 79.2 6B] W.3 00� Ifl5 686 44.0 810 7fl4 eea J 76a f'9.7 790 125.1 f90 99A 790 116.1 818 053 T90 W-] 663 7{.6 79/ 17.➢ as2 66.5 790 843 50.9 780 71.7 635 0-9 79D d.1 624 42.0 790 tr21 619 37./ 790 81.5 1 78 h 110.a 750 115.5 657 22.3 750 96.1 644 79.1 750 85.9 432 U.2 750 77.1 621 67.5 750 812 55.4 750 85.7 605 482 76D 59A 591 39.6 750382 566 x.6 750 65.590N NO Rt 5m !67 74A 74./ 5W 80.1 583 &L9 491 51.5 563 54.1 433 45.1 50 482 475 4a1SW {66 36.1tfl9 482 70.0 59S 362 462 26.8 583 33.3 445 21.5 SeJ 3f.6 !42901n 79.4 443 49.5 !95 51A 435 42{ 4% M87 3T.1 495 39.9 421 33.D 495 415 29.T 45 332 4W 24.8 495 29.1 400 212 493 2H.8 394 13.8 496 25.0 J90 108 h 47.T 781 42-b 353 x.a ]97 3i9 Na 29.6 391 2b.1 W1 17.6 337 212 797 x.B 333 20.9 391 22.8 328 17.4 391 19.7 72f 14.9 301 17.1 315 1171n ]fl4 370 39.2 335 32.0 3711 J7.0 3]0 27J 3ro *31.1342 24.0 370 263 3m 21.4 3ro u.a 316 t92 3ro m.9 312 16.0 370 16-1 ms 30.4 317 30.9 2/9 25] 317 28.0 284 21.7 ]77 19,0 31T 199 278 189 317 17.9 ZT3 1441n 17.6 22D 17.8 203 TABLE 158 2 7k Cerora MCh1x a 3 5k Coro TahY Hoaew MAU Filled CMU PT Wood Mew Anchor CIp Pabema 2 1-7/C 1-V4 i-VI 1-1/1 11/4 1 V4" r z Meilon@sk0.+ O.G 1R7LSAryps Ealedn.d 0nt C71aI�.1F 15�4' 3➢0 to iJ/4' 390m 13/!' 150b 1�4' NOb 1700b If09• 2801M 3xb 740 Ee 774 e# im W. 94a ms ff0-.442 w4 5fi0d4=.03S Mx O.C. f R) 7a5 Allele Cape 1(Fy. 27 760 b 780Ia 780 M 16ro ma 2525 b 540 b 3801Da WA 11m b aBBO 0u iBB2 Br 6Im tlma 8Arr710r8 @ 271Mn O.G /121295Algla I(f-g. 3T 11X1 itrs 11Ile 950226I64b sna.uv5116' Eko1/4 38 l:te Y18'E1co TFCSSEbo i10SYY1281wY12bd Aneror Type: 3118' EaoUaaom1M' Eko lMreconU.acan311E Elea Ultrec.l1/1'Eko t110'ao.lAppeGUatannA97e0a1orSCRW(G3)3crewIn51Screw;GS) SC 0.32I'aia' EQOe0launcsM1'2-17T'1'2-1'r FIGURE 1: FIGURE 2: FIGURE3:ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE.3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOO] SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE AMINIMUM OF.125- THICK. STEEL SUDS TO BE A 161INIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. •••• • • • ••00 ANCHOR CAPACITY ADJIJa r mcnr rwn u. (DP) 71(ANCHOR CAP.,,,,ANCHORCAP.- ``MULLIONCAPUSE THIS FORM ULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN ITIS LOWER THAW THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. 1T WILL YIELD A MINNUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE AWCHOR CAPACITY TABLE 30'BAY MULLION 3.250" W Wx cn (n M U) to W PRODUCT REVISED as com ying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 t1111i1111171 '/ ��pN,...... NNo.587C5STATEA NAL 1.1,��o EA. LY�1fr1yLEIR, P.E. FL P.E.# 58705 I AbLt TbA Manion capack Ttlbis bsma Opening Width (tor oerfic2I]Y-3PWv1i7p mUliont) or Opening Haigh! (for hWL* iaty Won irp m(1Pons) . 50 in 00 in ro in BO In go in - t0o a1 120 in 140 in too In 3.26" 45 Rntmi dla L.edn9 TrWITAan9. L.4.9 Recta+ d. Load.➢ Tnp RW a I-&% Re Wrp4a Lnadrq TaPrTeq• Ludn➢ RaaGnphr Lmda79 TMITirq. Lwdn9 RwtaipAa Laadtlg Tnp r-V L.ArW Reclenpl Ladn9 Tap7d g. laedng Re Woft I-xing TaP'Trne laedn9 Rea. ar W Lcadng T MWp. Laed" Redang" Laed.g Tnp'f...9. Lmdn9 OE(i.ALIt BAY MULL�� r €� r rs a r r _r n r r r r z = Z r r a r r a r r r r r g r S a r r 42 h 63 170.0 A35 1T0,0 744 170-0 478 170.0 M 170.0 SOS 170.0 992 1700 519 170D 1116 170-0 521 170.0 i240 17L0521 170.0 11 170.0 .1 1ro.0 11. 170.0521 760.3 1871 170.0 4f 48 rtr 708 1ro.0 524 170.0 B50 1711.0 584 170.0 992 170.0 630 170A 1133 170.0 861 170.9 1275 7ro.0 fi771ro.0 1117 170.0 HeD 16d.7 1637 178-3 680 140.3 1637 1740 68D 122.8 IW7 1700 680 50,625n 747 170A S63 170.0 896 1ro.0 531 1ro,D 1016 170.0 884 1ro.0 1195 170.0 723 1700 1345 170.0 747 170.0 i484 170.0758 ts7.1 1552MO 7W 728.1 1552 1ro.D 756 110A 155E 170.0 755 541n f170.0 797 170.0 a12 17D.0 O56 170.0 691 170.0 1116 170.0 751 170.0 1275 170.0 6D3 170.0 14U V0.0 837 iM.2 I456 170.0 556 129.3 14M 170.0 961 110.E 1455 170.0 661 97.0 1455 iro.0 061 60in US 170.0 701 170.D1083 170.0 797 1740 1240 170.0 678 157.1 1309 170.0 044 139.7 1309 f70A 996 125.7 1309 IM-5 004 1046 13M 1571 852 59,8 13M 157.1 M2 78.6 13M 157.1 982 63 in B30 170.0 745 170.0 1116 170.0 BSO 1529 1247 170.0 9W 14ZS 1247 114.5 98:1 1247 1247 1528 865 114.0 1247 144.3 952 9LO 1247 1392 936 SIA 1247 135.7 Sri 713 1247 1357 05 66In 170.0 974 1702 T80 170-0 119 903 1IBA 1190 1170.0 183.7 885 122.9 1190 U7.9 945 115.4 1190 136.5 928 1C3.9 1190 1244 91[ fia8 1190 119.5 BB5 742 7190 116.1 B83 84.8 1190 178.1 893 C 72M 1 11-6 1 110 1 99.8 11" 134.7 1.0 144,6 BSB 1154 1010 1272 B42 1DIA 1010 114.7 9M 89.8 1010 105.E 817 80.4 1010 98.9 807 973 1010 9D.3 795 57.7 1010 87.8 790 50.5 1010 87.7 788 7fi In f37.4 906 f13.6 7B2 1145 906 1220 715 D8.1 B06 107.1 767 a59 We 96.2 749 78.3 906 86.2 ra 657 ON SU 73 57.3 ➢05 74.7 716 49.1 906 M-2 710 429 SM 70.0 708 `rC 78 • 177.1 861 132.5 754 1059 861 112.5 738 90.8 all 88.6 725 79.4 881 66.5 713 70,8 561 81.0 707 63 a B61 75.4 3i0 061 48.1 519 6W 511 39.7 861 572 9D in V-7 W 85.4 574 68.9 646 72.1 664 59.1 50 529 554 51.7 el6 5&1 60 48.0 646 509 .1 41.4 n45 4T.0 - 530 345 646 41S 519 29 5 ?9.5 848 38.2 382 511 25.9 646 35.5 36.5 07 507 96 n 692 565 70.1 505 55.6 588 59.1 4Ac 447 565 MA 491 425 558 45.8 441 372 SM 41.4 476 34.1 50 341 Oro 2D.4 55B 3].4 459 243 588 30.5 452 21.3 Sa6 26.7 u7 108h 47.9 449 48.9 405 39.9 449 412 399 342 44B 35.7 393 22.9 449 31.7 337 Z5.6 419 246 362 239 449 241 37T 200 44➢ 227 368 17.f 149 20.4 361 15.0 449 18.9 356 111 h 44.1 42S 45.0 385 36.8 425 37.9 379 41.5 425 328 373 27b 425 -A 367 24.5 425 20.2 362 Zz.7 425 21A 358 144 425 20.7 350 45.8 425 15.8 343 t2D in 34.9 361 35S 331 29.t 384 29.a 326 249 364 25.8 321 21.8 36/ 22D 317 19.4 3B4 20.51 313 17S 384 147 308 74/ h T0.2 253 .4 233 16.6 253 17.1 230 I AtSLt l0[3 Anchor Capacity Table Ibc Scbsaaie: k7k C.-de 3.5k COic. HW- CMU Fdled CMU PTV.11od W.1 Slur Eko tIP 85 Et" 5f7B' Eko 1/4' SS Eko 910 Steel 912 Steel 812 Steel Clip Pattern: A,.W Type: 3116' Ek. Unwvm 1/1' Eko lllbacm Ultrdo0n St6" Eko Utbaeon 7l4' Ebo UBtaeM A9peC.dar Ubewn A99reGata 6ueN 855) Gene (G5) S- (G5) Anchor Etlpe Rataroe;hk 7' 2-1? 1' 2-1l2" 3-718' 1' 2-112" f' 2-t/2' 7 3-11W 2' 0.46' 0.f_ Ern .drn.rn(nl 1-3r4• 1S " 7-3W i-f4' 7 }7!4' 1-114 }V4' 1-7/4' i-1l4• 1-V4' 7 1-914' -u 1-L5' letie5 2 Amivs as 5- M, O.C.1(2) 2a5 Angle Can I (Fq-17 3: 3 E95 2W ftR 354 M 7m 341 m 4421ba Ib18e A,xrlcoM55' MM irt O.G / ?J 25 Ank CFa f (Fq. 2 706 WA 1 1 800 ibe 1592 b 582 b 81bs ttW20s %271- ,O.C- 1(2) W AMe Cfps f (Fig. 3). 112 8a A s A A 1320 b WA 1(@s 13W abs1591b (DP ) X (,ANCHOR CAP.,,,,,,,,,,1 ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREME14T FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 FIGURE 1: El FIGURE 2: • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .125" • 4� • • • • • • • • • • • .,i .``�` •' CENS •. •� �'- J F' FIGURES • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • 32 : : • : _ �� No. 58705 FIGURE 3: • • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT • • • • • • • a THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND LEAST INTO 4.5, SAY MUWON ;0,�`. TATE IF ;' (!/� • • .125' THE MATERIAL. #10 & #12 ANCHORS INTO MAYBE STEEL, I" S.S. OR 410 S.S- �s -' F<ORIDP.••'-N ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • • • • • • • • • • • •�� N �� �W14 E • • • • • • • • • A,�yryry,tY1)p►E�t."PP.E. • • • • • = .FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ••• • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • H-1.000'-I-1.2�0'-I • • • • • • -- 1.000' 1.000" I--- • • • • • • • • • • •• • • • • • • -� 1.000• - -I (- 1.000 . aT 5' ' a:-- L25" 2750' 2..125" 3.125 3.188• .125"2.0 1 [12375' 25' 00 . . • • .•• ••2,••Be 605* • •• •• 2S .125" 0" 5 r •i ••• • • �" i •• 1-X 2'X.125"MULLION 1"X2'X.375"MULLION 1'X2.75"X.375"MULLION VX 2.75"X.650'MULLION 1'X 3.125'X.5"MUWION 1.25"X 3.188"X.265"MULLION 1.26'X2. 11'XA25"MUWON 6063T6 ALUM. 606bT6 ALUM. 8083-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063.76 ALUM 6063-T6 ALUM. X-SECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION XSECTION �-.I2S STANDARD CUP fi063-T8 ALUM. 2 000' I XSECTION .125' E 5.500" CUTHERETO .375' .375" MIN-POFANC4HOR 3.125 -1 CREATE FLIP, SEE ~DEfAJL F,SHEET4 M W. STANDARD CLIP 6063-T6 ALUM. UST LIE TOPVIEW RY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1116". 375' 375 N. MIN. i I I I I I � B I i I I I I I I I I C OFFSET CLIP 6053-T6 ALUM. .725 I TOPVIEW T -T I 2.125" U-CUP 6063-TB ALUM. X-SECTION 125'J I � --I .740' F-- .338'MIN. A I U-GLIP 6063-T6 ALUM. ' TOMEW ZCENT'Ell..1 ANCHOR LE MST LIE ITHN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAKWUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ V16'. TAPI F R 2X5 ANGLE CLIP 6063T6 ALUM. 2 000" XSECTION 125' 5.000'�'1 375"MIN, I+ ~- -- -- -- 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR WE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ V16'. Mull Dimension (sheet PGT Part # Mullion Sid. Clip Offset Clip U-C11P Angle Clip 1" X 2" X.125' (5) 66605 6W113M 6661118M 666243M 666511 M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M 686512M V X 2.75" X.375" (7) 66607 666115M 6661120M 6OU45M 666513M 1" X2.75" X.6W' (8) 66W8 666116M 6561121M 666246M 666514M 1" X 3.125" X.500" (9) 1 66W7M 16661116M 6661114M 666242M 666515M 1.25'X3A8irx2w,(12)j 66641M 16WJ117MI6661113MI 666241M 668516M 1.26"X211"X.125'(18) I M70 j NIA I N/A I WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value0n) For Mullion: A 1.625 1' X2' X. 125" AIUminUm Tube Mullion B 2.854 C 0.895 D 0.740 A 1,125 1" XY X.375' Aluminum Tube Mullion B 2,404 C 0.635 D 0.490 A 1.875 1' X 275" X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1' X 2.75' X .850• AlUrninum Tube Mullion B 3.000 C 0.476 D 0.8,16 A 2000 1" X3.125" X 500' Alum Tube Mull B 2837 C 0.863 D 1.137 A 2.625 125" X Alum X.285' Alum Tube Mull B 3.202 C 0. 662 D 1.762 A 1.813 1.26" X 2.11' .121' Alum Tube Mull Ir 0 M PRODUCT REVISED Bu �omplying w'th the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Br Miami- Product Control to LYN,VM '� .•' O'ENS, * No.58705 70 5 E i P lORIOI"C, i A L Id d.E. 125'X325'X.100' 126'X 325'X.624" MULLION MULLION liclwT5 ALUM. 6005-T5 ALUNL X-SECTION X-SECTION 74V o U •i�STANDARD COP 2.125' 2.0D0" I 6063-T6 ALUM. 2.000" 2X5 ANGLE CLIPX-SECTION BCB C ALUM.6063-Te ALUM.N125' X-SECTION XSECTION ,I2S N FN U N r Z 111 .i25„r o W 5.500'--�j .375 3,125 - CDT HERE TO ( ,375 .1 CREATE FLLIP, SEE MIN. i DETAIL F. SHEET 4 --------- t I I I 1 I I I I I I I I I I I I I I I I I 375 I I I I F 1 I I I I 1 I I 1 1 1 I 1 I I I I I I I I / t STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6D53-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 1G-W FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1PI6', �2.661'-{ /-� .125' I .375' I .375' 1 1.877' MIN. 1.37T� .125 I r--- ---� r-------� I I 1 I I ' I I I I I I I I 1 I I I I .125' I I I I 1 .125 45' 2.250' I I I I I I 30' 3.250"45' BAY MULLION I 3.250' II I I30'BAY MULLION 6063T8ALUM.L-L-------------I 6083T6 ALUM. 1 X-SECTION X•SECT.ON I G OFFSETCLIP { r I .125' 6W3-T6 ALUM. 228'J i-.981'-� .226- F---981'-i .740' TOWIEW NOTES: E 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1C, 11, 13-15, 19 8 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 111 W. 1 375 CENTER OF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM 1 ANCHOR HOLE DIAMETER: ANCHOR DIAMETER , 1116'. U-Cup 8063-T8 ALUM. TOPVIEW TARI P r Dlmendon Value (In) For Mullion: F 3.687 l" X4" X O t.000 .125' Ahan'uMm H 2.630 1 3.000 Tube Mullion F 3.187 ," X4" X G 0.757 .375 Akminum H 2430 I 3000 Tube 8'T F 22�0 1.25' X 3.25' G 0.750 X.10T Akuninum H 1,500 1 3.250 Tube Mullion r________________ I I I I TAR] P r r(1NIT Dimension Value (in) For Mullion: F G 1.938 0.500 1.25" X 3.25" X.624" Aluminum Tube Mullion H 1 1.438 3.250 F G 2.825 1.125 1.25' X 3.94" X.624' Aluminum Tube MuNan H 1 1.500 3250 F 1 2,813 30' Bay Mug F 1 2.875 45' Bay Mug 375' MIN. Mil, q 2X5 ANGLE CLIP g £O s.0 6063-TB ALUM. ..- ,� �m� TOPVEW 0 �2 PRODUCT REVISED as complying with the Florida Bulldl; Coda NOA-No. 17-0630.01 O Ezplration Data 05/26/2021 13y ccMta ade uc antro C U z 0 ♦111111111/// Mull Dhnension (sheet 0) POT Part# Mullion I Sts,(1lIl!P OrMIllip 91.1-011p I Algle Wp 1" X 4" X.12F (10) 09364 66r411M 66511 1M 1 is X4-X.375-(11) 6W10 68614M e661WAM 486212Md 6WIS0 1' X 4' X.37S -r (11) 66653 88 M 2M 6&516% 1.25' X3.25' X.100'(13) :.25 X325' X.824' (14) 201W=12 2018120316 6661127M 6661128M SW1124M 8881125M 6W2410M M2'411M 666511 6665116M 1.2T X3g4' (1-5) 20162 OW11 6MI126M 656241M 866517M 90 Degree (19) 65649 !A • • WA 4 WA i6g5110M 45 Degree (20) 66M •17M WA WA 111M • • • •• • • • • •• .. w �= No.58705 • 0 4F _ ORIO fa ��T '•. a TEO �!(. SZONAL 1E 1 //nl 11114 • •A.&YNNMILLER,P.E. • • •FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Mull Dimension (sheet9) PGT Part* Mullion SW. Clip 11-Clip Angle Clip 2' X4' X.25" (16) 66602 666MM 668271M 6665112M 2' X 6" X .25" (17) 666N 666262M I 666272M 6665113M '11 .125" STANDARD CUP 2 000 SW3-TB ALUM. X-SECTION NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 500" �2.000' 4,000' 250" 2' X 4' X .25" MULLION 6063-T6 ALUM. %SECTION .250" 6.000' 2'X6'X25 MULLION 6063-TS ALUM. %SECTION E U-CUP I IJT 60E}T6 ALUM. 2.12..XSECTION 12S . .. .. . . . .. .. . . • . . . . . • . .... ....... . •• . . .. . .. . 000 • • • • •• • • • • • • --{---.125- • • • • • • • • • • • •• ••• • ••• • • 2X5 ANG. CUP C063-TB ALUM. 2 000" XSECTION • • • • • • • • • • • • CUE HERETO 3.500'��r ....{{� CREATETAIL F. I I I MIN. SE .375' L ' _SEE DETAIL F. _ 37n � 375' MIN. r r SHEET I MIN. 1 _______� E___ ______ ____ _-_-__ i. 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- 3.438" 3.438" T—_—___—_I 3.438' I I I I I I I I .375" I I IL I j MIN. I I / STANDARD CLP U-CUP, BOB3-TB ALUM.' 2X5 ANGLE CUP CENTER OF ANCHOR HOLE MUST UE 606}T6 ALUM SED FOR 2' X 4' MULUOK SHEET 18 LCENTER OF ANCHOR HOLE MUST LIE 606}Te P.LUM. LLL WI7MN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW WRFIIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 78-17 FOR THE ANCHOR O.C. SHEETS 16-77 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTMICE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1/,6', WRHIN THE DASHED BOUNDARY. SEE DIAMETER ANCHOR DIAMETER-1/16. SHEETS 16-17 FORTHEANCHOR O.C. 5 r•� DISTANCE MAXIMUM ANCHOR HOLE CUT HERE TO DAMETER: ANCHOR CIAMEfER+1f76". 5.000' .375N3.500"� SEE DETAL F, _375' .375' SEE T4 F,MIN.r-gIgE74 � MI.V. Y MIN. .375I I I I I I I I I I i I I I I I I I I I l I I I I I I I } 4.688' Q t 5.438' �—_—_—_—_i SAW 6.438' I I I I I I I I 1 .375' I MIN. 1 I STANDARD CUPL U-CLIP ZX5 ANGLE CUP OW3-T6 ALUM 606}T6 ALUM. 6063-Te ALUM. TOP NEW USED FOR Z' X 6" MULLION. SHEET 17 TOPMEW TOPVIEW a ~ Q Z g00 e0 m Z1 8 8 IS W O 1 1 0 J U) (n _Q 0 0 E Q ..� Z ry) U) a3p i m0 ke m�' - O PRODUCT REVISED as complying with the Florida Building Cod• NOA-No. 17-0630.01 Expiration Da 5/26/2021 By / mia—pade Product Contml `1111111r/. Y.L. YNAV �'.. UCEN,gF'•. No.58705 . :P -U O�'. ST O (ems •'�F,<ORIDP..�'G��� IEN.�. A LYIV4^I MLLLcR, P.E. FL P. E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS N HEAD -SEE I SEE FENESTRATION DETAILS, PRODUCTS SHEETS APPROVAL 23 T2 MU410N LENGTH ^ SEE DETAILS, SHEETS 23 t11OAN OR9 N WINDCW SILL 37-----{ SIU +{I.�Ml1LL MADTN OPENWG WOTH EXAMPLE 2 MULTIPLE MULLIONS L41LL WIDTH--+r MULLION LENGTH a OPENING HEr T FOR NORM `SEE `SEE DETAILS. DETAIL E. SHEETS 24 SHEET 3 THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/fi0.0 PSF. 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72- AND THE OPENING WIDTH IS 32"+32+1"=W. REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375' MULLION (LENGTH = 72-, OPENING WIDTH = 707 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-58 3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 6, THE 1" X 2.75' X .650' MULLION (LENGTH - 72', OPENING WIDTH - 701 HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED N THIS APPLICATION. NOT-- THE ANCHOR CAPACITY REQUIRED OF 636 LES. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 685 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPEGF:CATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72Y PSF WITH AN ANCHOR CAPACITY OF 6W LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REWIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( I PSSF ) - 524.9 LB9 (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 45) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-31W. THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01Z5.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+l'-105" AND THE OPENING WIDTH IS 36'+36'+1" =73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8' AND WILL MEET OR EXCEED THE REWIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE T X 2.75" X .375" MULLION (LENGTH = 108'. OPENING WIDTH = 809 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2-X 4' X .250" MULLION (LENGTH = 108', OPENING WIDTH = 801 HAS A DESIGN PRESSURE OF+/S4.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REWIRED OF 971 LES. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36+2 =74', NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73- DIMENSION (3512-+35-112'+7=73'). 2) USE TABLE 12B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE a-, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CUP WITH (6) 3/16' ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REWIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2"X 4" X 250' MULLION, IN THIS EXAMPLE WE W U. MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER uj MULLION TYPE COULD BE CHOSEN. tN- x LENGTH IS 36- AND THE OPENING HEIGHT IS 32'+72'+2' =106'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZ0IDAL7TRIANGULAR LOADING MAYBE L1' 1// 1) THE MULLION USED. FROM TABLE 12A, SHEET 16, THE 2- X 4' X .250' MULLION (® LENGTH = 42% OPENING HEIGHT =1201 HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE x REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LSS. 5 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REWIRED FOR THE CMU SUBSTRATE. IN THIS E7(AMPLE, ASSUME THE CMU JAMBS ARE 8' Z 6HEET5� WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE B', CARE MUST SE TAKEN TO MAINTAIN THE FASTENER'S EDGED STANCE- USING THE 2X5 ANGLE CLIPS WITH 23 (4) 3/16- ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ai ANCHOR CAPACITY OF 521 LBS. 2 36%HORM _,� 36-. MDR¢ 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOFj•T9EMIJ-C!FPtOIft T11 ANCPOR : 42 1 LiR_c.IAE • 42 MULL LENGTH MULLLENGTH OPENING MOTH FOR VERTICAL MULL CAPACITY IS 1074 LES WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,. FOR THE REQUIRED ANCHOR CAPACITY FREQVI ANCHOR TYPE IS A 012 STEEL SCREW. • • • • • • • • • FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: • • 000 • • • • •�. +1-64.7 PSF =ROM P-.E VERTICAL MULLION; +1-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 35" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULUON (INTERSECTION). THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE,VF MULLICMS OR FENESTF*TION• •x &T PRODUCTS, WILL APPLY TO THE CVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BCTH THE MULLION AND THE FENRATION PRODUCT BE IN•TALLW IN •$ ACCORDANCE W TH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULUON. • • • = - • •O PRODUCT REVISED as comp Ing with the Florida Building ode NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami- de Product Contra III II ILI/ N..LYN .GEN : NO.58705 S7gTE F ' NK i �,�ONAL • • A.!WIQOALL�R, P.E. • • *FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • er . . .. .. . . . . . . . . . . .... ....... . EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALI RUWGULAR LOADING: • • • • • �'^ 8 ' I DPW •• :. •• •0•• 00 0 •g4i$ o j PW 1i 4 e PW i e Z at t 0 • • • N' :w • • • • • p'IY gip > F •. • • • W Z wN z` ul • • • • C z W • • • • toil J co W o ~ 0 o w m U, Z z Z _ eU LOADING OF VERTICAL MULLION w U s io w & °z a Z Z mQ Q N rn F Q X z LOADING OF VERTICAL MULLION L D Om PW � fn � Lu Z_ V Q O C zm(n U a SH1DH g s PRODUCT REVISED as comp)ying with the Flmida tole Building NOA-No. 17-0630.01 lnpiration Date 05/26/2021 _OADING OF HORIZONTAL BY MULLION miadl6qade Product Contro NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE .ow. '%, �.``?� .• ' '•"•• NN4 RECTANGULAR LOADING. 3; ' OCENSF •'• `� 3) SEE PRODUCTS' APPROVAL FOR * : No. 58705 •- * ACTUAL ANCHOR LOCATIONS. _ _ I 0'� Srn ��� .T'. '',, /ONAL EN 01 LOADING OF HORIZONTAL A 'LITNNIM1Ld' P.E. MULLION FL P.E.# 58705 M IAM I•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION I "" SW 26 Strset N(Am 208 T (786);15-090 F (-A9f 1l5-2599"";' • • ... • v�}y„"idade.LX/economy • • PGT Industries, Inc. • • • • • • 1070 Technology Drive . • • • • ; • • • ; .... . ..... North Venice, FL 34275 •���•• •••� �•�.•• SCOPE: • .. .. .. . ...... This NOA is being issued under the applicable rules and regulations governing tha use of construction • materials. The documentation submitted has been reviewed and accepted by Miami bade Count .RER Product Control Section to be used in Miami Dade County and other areas where �lloy%d by tWe 47hority, •• •• • .. . . • Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prod*TlControl Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 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 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. 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 NOA1116-0629.06 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. NOA No. 17-0420.12 �r Expiration Date: February 17, 2020 Approval Date: September 28, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ...... .... . . A•:•• DRAa;�INGS • 1. "' M5nufacturer's die drawings and sections. ...... .0•••0 •;;(4ftbmitted underNOA No.14-0123.10) •••; • 2. *.."-awing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 • • • •tl"ugh 22 of 22, dated 10/10/14, with revision C dated 04/05/ 17, prepared by • :' Wahufacturer, signed and sealed by Anthony Lynn Miller, P.E. ...... . . . . ...... . . .. B : TEST'S .. • '..:.' 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (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 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 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) Uniform 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,,,Pf (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. P,jr6duct 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-789'1:C"a$dina1 spdcer). ...... per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, in*e" • • : • ' (Submitted under NOA No. 15-0430.08) ...... .... ..;. • • .. .. .. . ...... C. CALCULATIONS . . 1. Anchor verification calculations and structural analysis, complying jith A64k Edition (2014) and FBC-6` Edition (2017), dated 04/18/17 arld r6ASed oar 0$/.10/17„ • • • •; 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). 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-5" 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 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SOD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.1, approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P duct 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 ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD. 3) ANCHORAGE: THE 33-1/31/6 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 WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSIlAF&PA NOS 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 Gas Description (LJiad from Exkri0f to Interior) type Cif 7116. Lamkaad: (2) Lkes of 3/18' HS Gass with .090' PVB kxaaytt G3A 911E Lamkuled: (2) Lkes of 1/4' HS Gans with .090' PVB kdedayar G4 7/1V Laminated: (2) Utes of 311E HS Gans wM .090- SG ntedayer C14A 9116' Laminated: (2) Liters of 11C HS Glen with .097 SO kua&Yw GS V Laminated LG.: NIT T Exterior Cap +316" Air Space+ 7/16' Lamknted; (2) LRes a3f16 HS Gass with.09T PVB 114eday8f GSA 1" Laminated LG.: 1/4- T Exterior Cap + 511E Air Space + 711E Lamim test (2) LBes of 311E HS Gass with .O9P PVB kMerayw G6 1' Laminated I.G.: 311E T Exlenw Cap + 31E Air Spans + 717E LamLM4ed; (2) Lies of 3/1E HS Glass with .090' SO kssdayw GBA 1' Laminated LG.: 1/4" T Extedw Cap + 511E Alm Speca+ 711E Laminaad; (2) Lites of TIE HS Gins with -OW SG Irrienayer G7 711E Lwnlnated: (2) Liles of 311E ANN Glass wllh .097 SG Imerayer G7A 9I1 E Lamkuted: (2) Lkes of 1W ANN Gass with .O9P SG MMayer G8 1' lamnated LG.: 311E T Exterior Cap + 318' Ak Space + 711E Lamireled; (2) Utes of 311E ANN Glass ydth .090' SG nleayer GBA 1' Lemiroted 4G.: IW T Exteda Cap + 511E Air Space+ 7M&' L n*wted; (2) Utes of 311E ANN Glass with .o9E SG Interayer 'ANN" = ANNEALED 'HS'=HEAT STRENGTHENED 7—TEMPERED 'PVB"..090' TROSIFOL® PVB BY KURARAY AMERICA. INC. 'SG' = .OW SENTRYGLAS•BY KURARAY AMERICA. INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON RATED FOR LARGE & SMALL SHEETS 'J.-.3- , 7 & 8 MISSILE IMPACT RESISTANCE CODES I STANDARDS USED: -2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION -2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION aASTM E1300-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADM-2015 -AISI SIDa12 -AJSC 360-10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS..............12-14 ELEVATIONS ..................... 15.16 PANEL / SILL TYPES.........17 CROSS SECTIONS ............ 18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 Ja ' 1 04A�&H7 1'- C - I UPDATED 7O FBC 2017, REVISED TABLES 1, 2 3 & A _ J M. V&X& FL 34275 (941)430•1600 CERT. OFAUM. 029295 Ca'rN•fraaa7 norxwnweA we .w.rxarraAssaw ... . . . ... • . . .. .. . . . .. .. . . . . . . . . . . .... ....... . TABLE e Anchor Group Anchor Type Frame Member • Est • • • Sa �M• • Mi. age IsIffa flAn►O.C. 12swnct fin' • y cMer A #12 18-8 SMS, (Fy=60 ksi, F„= 95 kai) 612 410 SS SMS, (Fy= 90 ksi, Fs= 110 ksQ All Soutlam Pine (S(D= 0.55) 19110 7/8' 1-Y9'09 606 A u R. 0.0' A36 Steel 3/8" 9/16" 0.050' Gr. 33 Steel Stud 3W 9116" 0.D45" (18 Ga) 114' Eko Aggre-Gatargl) Fy=57 kal, Fs=96 kal All Concrete 2.22 1- 3" 0 9 I#v Jamb! P-hook FAled Bloc ATM C90)gq @2's 9 W • • Y • .lamb / P-h ok Hollow BI STM CW • 2' • W 9100 1.1140 Aa Southem RIM SG = 0.553 ♦ • • 11- E B Y12 Steel SMS (Gr. 5) (min of 3 threads beyond metal substrate) AV Southem (SG = 0.55 16 7 ' 1 Tb Is ;yam Assn are• W16" 0 090" A36 Steel 31V 9116" Qo50" Gr. 33 Steel Stud 3/6' 9116' 0.045 18 Gal C 114' Eico UltraCari81RIP40ok Fy-155 kst, Fs=177 ksi ANConcrete min. 2.85 ksl) 1' 4' 1-318, cok Hosow Block (ASTM C90) V 6'1-V4' 114" Eko UltraCorl®CDmmte Fy=155 ksi, Fs= 177 ksl4x (mn. 2 ksi) 2-11Y 4 1.Y6" k Fi lad Bloek STM C90 2.112hook Hollow Block STM C90 241Y 6' 1-i/4" D 1/4'41055Eleo CrelaFlez®hook 189.7 ksi Sill Concrete mn, 3.36 ksl 1' 4' 1-314' Concrete (mn. 3.35 ksi) t8'Fy=127.4ksl,Fs= 41ook Hollow Block STM C90 2.112' 6' 1-114' Southern Pine G - 0.55 1' 1' 1 1-318" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY - 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS IXARE LESS THAN 1-1/2-THICK. as corn iyylIng with the Florida PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Cods NOA-No. 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS Expiration 02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER By LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miami- a Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES AND M SERIES 770 ALUM, SGD — SGD-770 I NTS I 1 • 22 1 PGTO130 1111/I/ NY'......ICE kCE * : No. 58705 'A°.4OR 10 �a�� ' �ONAL e�. ""i t 1110111 A LYNN MILLER, P.E. REJI 59705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 1 j 1 I�ao POCKET 1-PANEL CONFIGURATIONS ice— MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT 4 HEIGHT PER TABLES 1-3 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH 1 3 CAN BE OXXXp. PER TABLES 1-3 -l`r---� 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX. UNIT 13 HEIGHT 9 = a o y W 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. TABLES 13 � � "X" = OPERABLE PANEL, PER i $ 'O" = INOPERABLE PANEL, "p" PGCKET I ,� =POCKET � DETAIL LETTER - WOOD OR METAL INSTALLATION CJ 'c"=CONCRETE INSTALLATION 2-PANEL CONFIGURATIONS 1 13 [—SHEETNUMBER MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" NOM. PANEL WIDTH A` 12 1 13 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 - r-- I 9 a 1 19 ,h.,. I 1 . 1 19 1 1 o o MAX. UNIT 3 1a 19 is 1 I <" HEIGHT Ic 19ISL PER 9 t9 19 TABLES 1-3 Iga� POCKET i w r I J I 1 I � t I Inm qo � x POCKET I I 4-PANEL CONFIGURATIONS PRODUCT REVISED 3 PANEL CONFIGURATIONS t 1 a t 13 es complying with the Florida 13 13 Building Code NOA-No. 17-0420.12 MAX. UNIT WIDTH MAX. UNIT WIDTH — Expiration D.te02/17/2020 NOM. PANEL WIDTH _J�A 13 1 t NOM. PANEL WIDTH PER TABLES 1-3 1 By mlami Da roduct Control PER TABLES 1-3 T— _ 1 MAX. UNIT HEIGHT PER TABLES 1-3 1 i t 1 19 1 / 1 1 IpgW I,gy ksj POCKET Ni�0. 5-PANEL CONFIGURATIONS 1� JR 1040917 I C I NO CHANGES THIS SHEET. I 1070 TECHNOLUUIOHM N. VMCE, FL 34275 (9{1)480-id00 CERT. OFAUTH 09M ner�io rnaa�mc MAX. UNITS SEE HEIGHT e TE PER 1e z�"IS TABLES 1-3 SHEET 19 ¢ o EXTERIOR $' 1 CORNER, TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) ((AMPLE CONFIGURATIONS • • • • • :RIES 770 ALUM. SGD - LM IIGPgCT • s o-n0 NTS 2 + 22 rGT013I • ``�111uuI11/77 ....... • • i �i; • ryP.4705 • F Z- 4 to • jYNN 0 58705 E. C. P.E3 SB705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT �— 300-1/4" @ 120" HEIGHT NOM. PANEL WIDTH PER TABLES 1-3 i Jw Jc 1 1 19 1 19 to 14 i I MAX. UNIT 1 9 / to wow I2aq Or Ic HEIGHT, t 19 tg t9 19 I w 96" OR 120" i o w POCKET i $ 6-PANEL CONFIGURATIONS i ,. / NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1 7-PANEL CONFIGURAI IUNS MAX. UNIT WIDTH NOM. PANEL WIDTH Ac t t t PER TABLES 1-3 t 1 MAX. UNIT t tc HEIGHT t t PERTABLES1-3 1. 1000/14 m m m m m ... . . . ••. . . .. .. . . .•.. .. . . . . . . . . . . ... . . . . ... . . CONFIGURATIONW14TES:: • • • • • • • • • 1) ALL CONFIGURPifIONS SNOW WRE AL60 ATAILASLE:AS : POCKET CONFIG TIONSZT EITH* Ot BO'1H JAMB a • • LOCATIONS USING VWAI6 WW-, "JC",1W OR"Wd INSTALLATION.• EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. as ••• •• • • • •• 2) 90" & 135" CORNER CQRFIGUWI(:ISrA: BF:A WINAyaN OF ANY 2 STRAIGHT CPNFIGURATJONS• • • • • • • 3) FOR NOM. PANEL WIDTH, SEIMBIIES•I-3. • • • • • "X" = OPERABLE PANEL, "O' = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER 1—W = WOOD OR METAL INSTALLATION W "c =CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" r I Jw Jc I 14 1 t to-k Ip�'w layer" POCKET 11 y 8-PANEL CONFIGURATIONS tom9A1 is t t3 t ° N. VENC.E1OLFL su s° � EXAMPLE CONFIGURATIONS (9it)480-law ,.. CEMK OFAUTH.022M SERIES 770 ALUM. SGD - LM IMPACT NO CHANGES THIS SHEET. ctin>� .— ��� — — °' -- ror�a+mes.ac - 22 PGTO130 ak scD-7ro NTS 3 PRODUCT REVISED u complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 � � ' �10ENgF • �:� �': * No.58705 QT'•. „ TEbF� ZONAL t�C`G`• A. LYNN MW ER. P.E. P.EJI 58705 GLAZING DETAILS (G3 G3A, G4, G4A, G5 & G5A) 7/16" NOM. 7/16' NOM. 1' NOM. 3/16' HS GLASS 3116' HS GLASS 3116" HS GLASS .090" PVB .090' PVB .090" SG 3/16' HS GLASS 3/16" HS GLASV3/4"NOM. 3/16 HS GLASS 74 3/8' AIR SPACE 74 3/16" T GLASS 8282 83 EXTERIOR EXTERIOR 3/4" NOM,a NOM. GLASS 124-1273!4' GLASS BrrE BITE EXTERIOR a 80 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9116" NOM. 1' NOM. 3/16' HS GLASS 1/4" HS GLASS 1/4" HS GLASS 090• PVg .090" PVB .090' SGy 3/16" HS GLASS 1/4' HS GLASS 74 114° HS GLASS 5/16" AIR SPACE 74 1/4' T GLASS 82 82 PRODUCT REVISED as complying the Florida 83 Building 3!4" NOM. Noa-Ne. 17-0420.12 GLA$$ EXTERIOR 3/4" NOM.EXTERIOR 124-127 Date 02/17/2020 BITE GLASSFxpuation BITE sy EXTERIOR Mian,-Da roduct Control a 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A n • • . • • • • �.``` NY LY�� ''. • •� •� �1aENs • • `•E;• GLAZING NOTES: 'ANN" =ANNEALED • • • • • •No.68785 • -_ • CL' • • • *' 'HS" = HEAT STRENGTHENED 'T' = TEMPERED SEE SHEET 15 FOR SPACER DETAILS. _- - � - -�O • / ••��` "PVB'=.090" TROSIFOL® PVB BY KURARAYAMERICA, INC. 107NTVEMCEECHNOLFL 34275 GLAZING DETAILS •• 006 s A • %�� �7oRloq.••'�� v 'SG' = .090' SENTRYGLAS�BY KURARAY AMERICA, INC. Iw1/480 LM I T • • • • �j • • ''7 �NAL �-��.�``• nwd.F — a..ewu: C NO CHANGES THIS SHEET CERT. OFANiH. PA296 SERIES 770 ALUM. SGD - 51..t �'bw •" •• • !! yy1 • • JR 04/OdH7 myp,ey„ ® a",..flke.t e•/s • •• • Ia 1yNf�iILi7 I ♦ • • —' JR om: f0110/14 ce.eua a": Acruoiar�rvc ""A1O1}S R��° soaT7o NTS w 4 22 AGT0130� C • • P.EO SB705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Or . .. .. . . . . . . . . . . • • • ... . GLAZING DETAILS (G6 G6A G7, G7A, G8 & G8A) ••. • . . .. .. . . . • • • • 1" NOM. 7/16" NOM. 1" NOM. • • • • • • • • 3/16' ANN GLASS 3/i6' HS GLASS 3116"ANN GLASS .090" SG 090" SG .090" SG 3/16' ANN GLASS • • • • • • • • • • • • • 3/16" HS GLASS — 3/16" ANN GLASS 74 3/8"AIR SPACE • • • • + • • • • • • • • • • • 3/6' AIR SPACE 74 3/16" T GLASS • • • • • • • • • 3/16" T GLASS 82 • ••• • • ••• • • ••• a3 83 EXTERIOR 3/4" NOM. 3/4" NCIW 3/4" NOM. GLASS ,24 t27 GLASS iz4-1Z7 GLASS BITE BITE BITE EXTERIOR EXTERIOR so 79 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 9/16" NOM. 1' NOM. 3116" HS GLASS 3116" ANN GLASS .090" SG 1/4' ANN GLASS .090" SG 3/16" HS GLASS .090- SG 3/16" ANN GLASS 5/16" AIR SPACE 74 1/4' ANN GLASS 74 5/16" AIR SPACE 7a 1/4" T GLASS 1/4" T GLASS PRODUCT REVISED 82 as complying with the Florida " &1 83 Bullding Code 3/4" NOM. NOA-No. 17-0420.12 314" NOM. EXTERIOR GLASS 124-12 314" NOM. Expiration Date 02/17/2020 tz4127 GLASS �j BIT GLASS BITE BITE By - -- - - EXTERIOR _ ....a.... ".......... ........ •.. 9, EXTERIOR 79 79 54 55 55 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A \t1`tII„IiII ............ _= 1k No. 58705 •'� GLAZING NOTES: "ANN'=ANNEALED ' 0�i)l 'HS'= HEAT STRENGTHENED J g: � SEE SHEET 15 FOR SPACER DETAILS. % O '•, VB"TE 090RTROSIFOe PVB BY KURARAY AMERICA, INC. '���, ' �.aRIDP, . ' ��:� ro7oTecra+aoaroRivE °�*� "SG" = .090' SENTRYGLAeBY KURARAY AMERICA, INC. x M41)VENIC� 6 GLAZING DETAILS ��'/S�0NAL ENG`N\\ CERT. OFAUTK OWN SERIES 770 ALUM. SGD - LM IMPACT R-Rc'±z" NO CHANGES THIS SHEET. .cnaiea c ad. aWw — A. LYNN MILLER, P.ENTS 5 22PGTO130 C P.E158n5 J Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90' or 135' comer units, see sheet 11 Maximum DP for all saes: +60 /-60 psf (May be limited by Table 1A) Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and the Stile/Astragal Types shown below. below. Door Unit Height 80' 84" 90' W 89.7/8' DLO 73.7/8- OLD 79-7/6" DLO 85-718' DLO Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A B G D A B C D Silt C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 +1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 24' DLL Jamb 8 6 8 g g 8 6 8 B 8 8 8 8 8 8 8 P-hook 8+7 8+7 6+7 6+7 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+B 7+8 7+8 HeadlS#I C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+7 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30' 23" Jamb e 8 8 8 8 8 8 8 8 a 8 8 8 8 8 8 L DLO P-hook 8+7 a+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+g 7+8 Head/Sill C4+1 C4+1 C4+1 c4+t c4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 GS+1 GS+7 C4+1 36• Jamb B 8 8 8 8 8 a 8 8 8 B 8 8 8 8 8 o. D)LO P-hook 6+7 8+7 6+7 6+7 7+B 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 HeadlSill C4+1 C4+t C4+t GS+1 GS+t C4+1 C4+1 C4+t G4+1 C4+1 C4+1 C4+1 GS+1 G7+1 C4+1 C4+1 E 42' 95• Jamb 8 8 8 8 a 8 8 8 8 8 8 B 8 8 8 8 y� DLO P-hook g+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7% HeadlSill C4+2 (A+2 C4+4 C442 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 G4+2 C4+2 C4+2 CS+2 C4+2 48" Jamb 8 8 8 B 8 B 8 8 8 e 8 B 10 B 8 8 txO Pfiook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7a8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEE I.B. 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. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Height to Max. (+) DP (Water Infiltration Rating) Sig Riser Height (+)Design (Flat or Box, see Pressure. psi Sheet 17) Flush - 1-1/2' see note 3 Low - 2-1/2" + 46.67 Medium - 3-114" + 60.0 High-4- +60.0 SEE NOTES 1-3 OH LENGTH Ito) OH RATIO 2!1 O OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH = NOM. PANEL WIDTH -7' DLO HEIGHT= PRODUCT DOOR UNIT HEIGHT-10.125' yyREVISED euilding ICiodewith the Florida NOA-No. 17-0420.12 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" Explratlon Deis 02/17/2020 Straight Astragal Lockstile @ 90' Astragal Lockstile @ 135' Astragal Lodati le @ Interlock P-hook Lockstile Jamb Assembly Straight Astragal Assembly 90' Astragal Assembly 135' Astragal StandardStges Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Comer 46s{ Outside Come Inside Corner r V Inside Corner Outside • • • • Inside Corner Comer Part #60 (xW) Part #60 Part #60 Part #60 (Stile) Part #67 (Astragal) Part#60 Part #61 Part 0118((Corner Part 4119 (Out.) Part#120 (In.) art #61 parts #31(&t#32 P •A' • �� • • Recelver) (Corn. & Fxd Mount) N, VENCZ FL 34MRff. DPAND ANCHORAGE • • • • . (9+1J 4841Fiea,.r CERT. OFAUTH. s2e296SERIES 770 ALUM. SGD - LM ! P T • REVISED TABLE 1. r raaax e.r +*«< -"** • • • acrrgoeaomv + � sr;a-no NTS s • zz pGrol3ti 6y ••• • • • • Or • • • • • • • • • • • • ••• 0 6 0 000 0 0 ... . . . ... . . • •• •♦ • f • •• •• • • • • • • • • • • ••• • • • • ••• • • TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (forag approved configurations on Sheets 2 & 3) • axi@ym DP or ay size;:40-601-60 For corner astragal anchorage on 90' or 135' comer units, see sheet 11 • • (May Ye lindl t•y Tab• 2A) • • Doer lJnil Height to Glass Types 4, 4A, 80' 84I 90" 10Y 108, • Table applies 6, 6A, 7, 7& 8 & BA and the 69.7/8" DLO 73-7I879-7/8" DLO 8S71B" DLO 91.7/8^ DLO 97-718' DLO 03-7/8• DLO 109-71B• DLO Anchor Group Anchor Anchor Group Anchor Group Anchor Group An r cup Anchor Group Anchor Group StilelAstragal Types shown below. A B C D A B D A B C 0 A B C D A B C D A B C D A B C D A B C D Fkad/Sill C4+1 C4+1 C4+1 C4+1 Ci+t C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 +1 +1 C4+1 +1 CA+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+t C4+1 C4+t +1 + C4+ C4+1 C4+ 24" �� Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 70 10 10 10 10 70 10 1 0 0 1 P7rook 6+7 5+7 8+7 6+7 7+8 7+8 7+8 7+8 7+B We 7+8 7% 7+8 7+8 7+8 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+'0 9+10 10 +1 9yi0 Q+70 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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 64+1 C4+1 CM•1 CP C401 04+1 +� ' Head/SII 6 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 •10 10 90 10 1 0 1 a0 Jamb P-hook B 6+7 8 5+1 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 B+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+ 9• 0 1 9*10 9+10 1i+1 C4+1 C4+1 C/+1 Gi+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 CA+1 C4+1 C4+1 C4+1 NO C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Head/Sill B 8 8 8 8 8 B 8 8 8 6 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 f0 10 38' aC Jamb P•11ock 8 8+7 8 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 a+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sid C4+1 C4rt C4+1 C4+1 C4+1 04+1 CA+1 C4+1 C4+1 C4*1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 fi1+1 C4+1 (:4+1 G1+1 C4+1 C4+1 CA+1 C4+1 C4+1 C5+1 C5+1 C4+1 G4*t y 8 8 8 8 a it 8 9 9 e 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 a 4Y OLO Jamb 8 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 8+9 a+9 a+9 9+10 8+f0 9+10 9+10 9+10 9+10 9+10 9+10 P•hook 6+7 8+7 6+7 6+7 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 CA*2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 41" Head/SII C4+2 C4+2 C4+2 C4+2 8 8 8 8 8 8 8 B 10 8 8 B 10 10 10 10 t0 10 10 10 12 10 10 10 12 10 10 10 48• OL" Jamb 8 B 8 8 8+9 8+9 8+9 B+9 8+g 8+9 8+g 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Pgwok 6+T 8+7 6+7 6+7 7+6 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 HeadlSlll C4+2 C4+2 Gt+2 C4+2 CA+T C4+2 G+2MC4+2C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+254• OLO Jamb 8 8 8 8 88 at0 8 8 8 10 6 8. 8P-hook Not available in these sizes 6+7 8+7 6+7 8+7 7+8 7+8 7+87+8 7+8 7+8 7+8 7+8 7+8 7+a 7+8 Flaad/S61 C4+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+20^D10Jamb8 8 8 8 8 810 88 8108 88+7 6+7 6+7 7+8 7+8 1+87+8 7+8 7+8T 7+8 7+8 7+8 7+8 7+9 NOTES, ...,. �.,, �_ .,,..,.,,..., ., �--' --- -• •-- - 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114" 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 PRIES. UNCHANGED). SEE TABLE 2A. 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. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE SIII HBig hit to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat a Box, see Pressure, PSI Sheet W Flush - 1-1/2' see note 3 Low - 2-1lY + 46.67 Medium - 3-1/4" + 60.0 High - 4• + 60.0 NOM. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125' OH LENGTH = PANEL HEIGHT = S2 , DOOR UNIT HEIGHT-1.866" OH RATIO 2 1 o PRODUCT REVISED as complying wkh the Florida Code NOA-na NOA-No, 17-0420.E 2 Expiration Dat 02/17/2020 OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED SEE NOTES 1-3 OH RATIO = Br INSTALLED. OH HEIGHT Mlam a roduct Control _- ..___ -__ -.-. _ _ --- ... .-�.. ... ,..... �.... .,...r ..,.. r.,c"�•,c. "w,r. cucc-rc +o a +n Clio ACCC■/Rr V f1FTai1 C ' IHt YVLLVYVIIVV JIILC e/1JIMVnL,I�,...�.+,u'u..,.,+.-..v,-.,.,..,..,.....-.., Straight Astragal ..--.•••--.--.-.—._... Lockstile @ ...--- 9W Astragal - Lockstile @ 135" Astragal Lockstile @ Interlock P-hook Lockstile @lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135•Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stlie Standard Astragal Outside Co Outside Inside Corn � Corne= Iruide�� Corner Outside 4J Inside C Comer Part #61 (x2) Part #61 Part #61 Part #61 (Stile) part #67 (Astragal) Part #61 Part #61 (Stile) Part 9118 (Corner Part #119(out.) part #120 (In.) Part #61 (Stile) Parts #31 & #32 Part #61 Receiver) (Corn. & Pxd Mount) I JR 1 04M&117 1 C I REVISED TABLE 2 REMOVED ExAMPLE. I V0TEClPlOtOOYDRNE °1°� Rsr27a AND, ry4t74a0-reac ,,,, cmr. oFattrrr a2a129e SERIES SGD-770 SGD - LM IMPACT 7 - 22 0. ti PGT0130 11nnI ` t otiY'�YNy ` ����`! • • t,ICENgF �il�� . No.58705 =0I. /9 17 - i FS''•FLORIDP,••'• �6N1At.1�NG\• A. LYN!! 1 ER. P.E. PEA 58705 TAULt 3: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP shown below For caner astragal anchorage on ST or 135' carter units, see sheet 11 (May be Ilmhed by Table 3A) Door UNt Halghl Table to Glass Types 4, 4A, S T 84' 90' 196 102' 108' apples 6, 6A, 7, 7A, 8 A SA and the 69.718' DLO 73.7/8' DLO 71 B6.7/8 DLO 91.718" DLO 97-7/8" DLO AnMor Grlxq Anchor (?txlpI Anchor Group Anchor Group Anchor Group Anchor Group Stile/Astragal types shown below. A B 1 D I A 1 8 1 C I D I A I B C D A B C D A 8I C I D A 8 C D Design Pressure .0 "Ago 0 f +/•82.6 pat +/-7 . ps 17' Hesd/Sll 04+1 C4+1 C4+1 C4+1 'C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+f C4+1 C4+1 C4+1 24' DlA Jamb 8 8 8 8 8 8 8 B 8 8 8 8 8 8 8 B 10 10 10 10 10 10 10 10 P-hook 6+7 1 6+7 1 6+7 1 6+71 7+8 1 7+8 7+8 1 7+8 7+8 1 7+8 1 7+B 1 7+8 1 7+8 1 7+8 7+8 7+8 8+9 1 8+9 1B+9 B+9 - 8+9 8+9 1 8+9 Design Pressure +/-90.0 psf +1-B2.5 pst +1-75.0 psf 23' Head1S11 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30, DLO Jamb B 8 8 8 8 8 B B 10 8 8 B 10 8 8 a 10 10 10 10 10 10 10 10 t S P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 8+9 1 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/-90.0 psi +1.82.5 psf +/-75.0 psf st 29' HeadISB C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 IL DLO Jamb 10 B B 8 10 B 8 8 10 8 B 8 12 10 8 8 12 10 10 10 10 10 10 10 c P-took 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 8+9 8+9 8+9 8+9. 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 E Design Pressure +1_90.0 psi +1-82.6 psf +/-76.0 psf si 35' Heed/S IN C4+2 C4+2 1 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C6+2 CS+2 CS+2 C6+2 C5+2 C6+2 C6+2 C5+2 C6+2 I C5+2 42' DLO Jamb 10 8 8 8 10 8 8 8 12 10 B 8 12 10 8 B 12 10 1D 10 12 10 10 10 P-hook 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 Design Pressure +/-90.0 psf See Note A w. +/-82.5 psf +/-75.0 psf 41' HeeNSill C5+2 C5+2 G+2 C4+2 C6+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C5+2 C6+2 C6+2 +2 05+2 C6+2 C6+2 C5+2 C6+2 C6+2 C6+2 06+2 C5+2 �, DLO Jamb 10 8 8 8 12 10 B 8 12 10 B 8 14 12 8 8 14 12 70 10 14 10 10 10 P-ttook 7+8 7+8 7+8 7+8 8+9 B+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 1 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+t0 rvV IC H: rhyU.V rJr rvrco�noo rcu vr., ,r,, ...+..�, .. �.... •.•.. ---.__ ... _ . EXAMPLE ON SHEET 9 NOTES; 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. DLO WIDTH = 2) WHEN USING THE 2-11Y 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 90.0 PSF MAX (NEGATIVE PRESSURES NOM. PANEL WIDTH - 7' UNCHANGED). SEE TABLE 3A. 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. MAX. POSITIVE DESIGN PRESSURES SHOWN IN DLO HEIGHT = DOOR UNIT HEIGHT-10.125" TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT - 1.866' 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. rTo , o m V —.1 c I Ht t-ULLUMM. J I ILc h Aa r lViV rrrco orv.11 uc...ate..,..,.,'---.. Straight Astragal --- .-.—.__.... Lod•stile @ 1. . _.._.__._-__ 90' Astragal -. Lockstile @ 13S' Astragal ile Interlock P-hook Lockstile @ Jamb Assembly Stralght Astragal Assembly 90' Astragal Assembly 135* stragal 5' Astragal g Neavy-dutyStiles Heavy-duty Stile Heavy-duty Stile Heavy-clutyStile Heavy�utyStile Heavy-dutyStile Heavy-duty Stile Heavy-duty Heald-duty Stile Heavy-duty Astragal Outside Outside Inside Inside Corner �.�'.�.�-{�' ' Corner Inside Corner Outside • • • • • Insidelde Co I I Comer • • Part #61 (x2) Part #61 Part 961 Part #61 (Stile) part #69 (Astragal) Part #61 " Part#61 (Stile) Part 4118 (Caner Part #119 (Out) Part #120 (In.) Part #61 (Stile) Parts #31 & Pajt • • Receiver) (Corn. & Fxd Mount), 1070 TECHNOLOGYDRNE a'a'mr N. VEMCE, FL 34275 DP AND ANCHORAGE • • • • • (att)4eo-rew ,� REVISED TABLE 3, ADDED EXAMPLE. CERT.OFALMi azasee SERIES 770 ALUM. SGD - LM IAVVT • ar; nrwouarwn o� ® SG6770 NTS B a 22 AG 7D13O aarokarra nesety� TAPI r Is - Sill Helghtto Max. (+) DP (Water Infiltration Rating) Sig Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush-1-1/2" see note 3 Low - 2-1/2' + 46.67 Medium - 3-1/4" + 60.0 High - 4' + 90.0 SEE NU I LS 1-3 OH LENGTH S W K _ OOI OH RATIO t 1 O OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NDA-No. 17-0420.12 Expiration Date02/17/2020 \tttuurrr/ OtAX LYYg e -0 :0 • 0 �SZA M0141_..' IW,- • �i�� VIIORID`.•'••�� • �VALZlV i •• • • • C • • P.E.# 59705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ... 0 0 0 ... 0 0 . e• •0 0 . . 0* as . . . . . . . 0 e . .... ....... • NO FRAME '9+10" P-HOOK ANCHORAGE CONSISTS OF: • • SEE "CS' CLU E • SEE JAMB (9) P-HOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH • • • • • DAILJ, Sj4E� 19P SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR SEE "C5" CR*1StER TAILS, FOR ASTRAO" • • EXTERIOR PLANE SEE TABLE 2, SHEET 7 REQUIRES "C6" SHEET 10 i INTF LOCK • 4 M"",,,,�� C. • • • NOTE, ) INTERLOCK 2.a • • POCKETS CLUSTER.SEE • • • THIS AND 48" NOM. DETAILS, SHEET 11 x x SHEET SEE POCKET (10)P-HOOK r---__-_- _ x xPANELWIDTH x x x x x 6•� JAMB MOUNTING x x x f x x x x x x� INSTALLATION, ADAPTER 6" MAX. x x x x x xx xx ' x x x x • • • • • • • THIS SHEET ANCHORS MIDWAY i 1 0' T MAX. • • • • • • • & SHEET 14 BETWEEN P-HOOK i lol • • • • s • 411PAIRS OF \ ANCHORS & AT 3" I I x = FRAME • • x • FROM TOP & i s 14* MAX. O.C. o ANCHORS • tJ6"• • • • ( OTAL 8 BOTTOM i s l i i o UNIT 21" MAX. ANCHORS 4.051' MAX. TO OPENING i m o I I ®I o 0 e= P-HOOK HEIGHT O.C. PER JAMB) EDGE OF POCKET SEE i a O x x� (SEE JAMB 0 iei I to MAx.o.c. z ANCHORS INSTALLATION i Q o-� — ;0 DETAIL DETAILS'Jc' & Kc, i > i0 I I M o= P•HOOK BELOW) END PANEL SHEET 14 & PART n` • 0 MOUNTING ANCHORAGE DETAILS'J'&'K', icyj lol s MAX, ADAPTER 24" MAX. (2 ANCHORS) SHEET 19 FOR i S ) ANCHORS x x O.C. P-HOOK+2" ANCHORS L--- 8 -� x x x x xx xxx ✓ END PANEL ANCHORAGE AEND NCHORAGE x' x� x x x x x x x x x x' 6•MAX ANCHORAGE (SEE ANCHORAGE `� . x ' x x x x ' SKETCH BELOW) (SEE SKETCH BELOW) �•+2' •+2" "+2' ANCHORAGE SAN 1 CENTERLINE 8"MAX"' ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE T OF PANEL 1 2.04" 24" MAX. EXAMPLE: 5-PANEL 2 TRACK 90° OUTSIDE CORNER - XX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6' SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NOW STRUCTURAL ANCHORS MAY BE ADDED F_ 48' NOM. PANEL WIDTH 1) APPROVED ANCHORS: SEE TABLE A. SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6-8: CENTERLINE OF INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE SEE "C5" CLUSTE R TABLES, SHEETS 6-8 AT EACH INTERLOCK AND DETAILS, SHEET STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. AS NEEDED TO ALIGN THE AS EXTERIOR OR SILL IF A SPLICE 21" —T OCCURS AT THE P-HOOK. MAX' O.C. PRODUCT REVISED 11 Lill as complying with the Florida Building Code Non-rio. 17-0420.12 5.64' Expiration Date 2117/2020 6' MAX By f Miami-0a roduct Contro CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6 8. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB •+2" ANCHORAGE ANCHOR PAIR REQUIRES SEE "C5" CLUSTER END PANEL CENTERLINE CENTERLINE "C6" CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE DETAILS,! 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) _1 g• A nFi- i —.-1 1 1_ 3_Fi" � � I I MAX. L_ CENTERLINE "+2" ANCHORAGE--/ L.� CENTERLINE I OF PANEL 3 I OF PANEL 4 SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGYDRIVE VaWF LJ\ \ (811J iB61B0o tE TO UPDATED ANCHOR VALUES. CRT. OFAUTH. 12M6 "+2"ANCHORAGE� CENTERLINE IOF PANEL 5 SERIES 770 ALUM. SGD - LM IMPACT wawue e,.e oaxelw S -77o 1 NTS 1 9 - 22 PGTO130 INS E '",; CNAL �`N�. "^" A. L99A MILL��, P.E.(. P.EA 58705 ASTRAGAL OR SPLICE LOCATION INTERLOCK-1-IF NEEDED CENTERLINE 1 3.5' 1.75" 4' 2.04' I EXX'TERRIOR 3.5" 7, v 2-TRACK FRAME HEADISILL �ASTRAGALORINTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4') ASTRAGAL OR SPLICE LOCATION INTERLOCK ► IF NEEDED CENTERLINE I �- 3.5" 0 4.08 �LEXTE�RLOR r V 3-TRACK FRAME HEAD/SILL (dI ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C47 ASTRAGAL OR (SPLICE LOCATION INTERLOCK --[IF IF NEEDED CENTERLINE 4-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4") ASTRAGAL OR I (FOR SPLICE INTERLOCK-1 CONDITION, USE CENTERLINE "06" CLUSTER DETAIL) r 7' ASTRAGAL OR SPLICE LOCATION INTERLOCK �� IF NEEDED CENTERLINE 3.5' 1.75' "DIAG. f ; 2.04" 2.04' I ;4"DIAG. 3.5" EXTERIOR7' EXTERIOR 7" v 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL aASTRAGALORINTERLOCK �ASTRAGALORINTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C5') ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 3.5' a2.04' 4� 4.OS' EXTERIOR 4DIAG. EXID 7ERI0 n 3-TRACK FRAME HEADISILL �7 [a] ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED.'C5-) ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE 1 •C6" CLUSTER DETAIL) EXTEEPJOR V 4-TRACK FRAME HEAD/SILL Ca ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5•) N. VENICE. FL "275 041) 450.16W CERT. OFAOTN. t7 M I .11 1 a4ll5M7 I C I NO CHANGES THIS SHEET. I ASTRAGAL OR SPLICE LOCATION INTERLOCK--f-IF NEEDED CENFTERLIN7. 3.5" j 2.04 .-►I 3.E4-3.5" I- 3-TRACK FRAME HEADISILL A ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6-) ASTRAGAL OR (FOR SPLICE ^INTERLOCK- CONDITION, DO NOT USE THIS DETAIL) 4" XTERIOR b !.04' 6"DIAG. 2.04' EXTEI 21" C MAX. O.C. I 5.64" 6' MAX. I I I 2-TRACK FRAMEJAMB ANCHOR PAIR 2.04' 6' DIAG. EXTEMOF 21' MAX. O.C. Jt54" 6" MAX. 4-TRACK 6" DIAG. FRAME JAMB t EXTEMOR ANCHOR PAIR 2.04" ANCHORS MAY BE INSTALLED 21• EITHER IN THE EXT. OR INT. MAX TRACK (INT. SHOWN) O.C. NOTES: " 1. ALL DIMENSIONS SHOWN W.64 ARE BASED ON MIN. ALLOWED. 6"MAX.2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" F -r I '--4 3.5" 1►- a • • 4-TRACK FRAME HEADISILL • • • 0 ASTRAGAL OR INTERLOCK • • (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'Mo WITH & WITHOUT SPLICE CONDITION :RIES 770 ALUM. SGD - L 1 IMPAGT uearc Go-770 NTS 10 - 22 • PG7b S130 PRODUCT REVISED as comps Ing with the Florida Bullding Cod• NOA-No. 17-0420.12 Expiration Datt U2/17/2020 ``IUInuII,I • , 'o • � Q.����• 11�EN,pH.,• • =•* • *UM58709 • -�: f078—rATTE • • �C�` ••.;iOR10P•.•'fit' � • a''• • • AtYNRMt1 R*.E. • C • REA /d5• _ • •• • • • ••• • •• •• 2.04" 2.04" INTERIOR INTERIOR 6.12' 4" DIAG. 6.12" INTERIOR INTERIOR 3 EXTERIOR I I---43IO > 4., 2.04' J EXTERIOR 90' CORNER 2-TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,' 4.08° RIOR 4, INTERIOR 90 4.0NTI I r -+4 3� 4' 2.04' J 7 EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL 14' DIAG. 7° --\ (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR INTERIOR 7° 1 4, EXTERIOR 7' 90° CORNER 3-TRACK FRAME HEAD/SILL (°C6' ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 6.12' 4.08' INTERIOR 2.04" 8.94° 3.5° 4" DIAG. 1 �1 3.5" Pt- 2.04- EXTERIOR \\ 4" 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,' INTERIOR ••• . • INTERIOR 2.04 • • "•1"ANCHOR • • 7" • •=1' 3.5" a' • INTERIOR 1 CENTERLINE 4'DIAG. OF PANEL ••• •• • • • •• • • • • 42 H • 4' ffl3.5" 2.04' EXTER OR135° CORNER 1.94" • • • • •2.4' DIAG. 2-TRACK FRAME HEAD/SILL I (USE WHERE 5 OR 6 CLUSTER I CENTERLINE ANCHORS ARE REQUIRED, -C6') OF PANEL 4.08 "+1" ANCHOR 7.41" I5 mo{ 3." EXTERIOR 7" .6, 4" 135' CORNER 3-TRACK FRAME HEAD/SILL ('C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR fff 2'04' 4. EXTERIOR 5.88" \ INTERIOR INTERIOR 90° - 1 7� 16.12" + f 4` DIAG. \ V 1 ICJ 6.12' 2.04' Fes-- r3'5 I \ 4" 4' DIAG. EXTERIOR 4" EXTERIOR —�+ �' 90° CORNER 135" CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL (-CgT ANCHOR CLUSTER REQUIRED (^C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. fo70 TECNNOLOGYDRII'E 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE k VENCE, FL 31r75 IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. ry41l4aa-1 � JR 04D5N7 C NO CHANGES THIS SHEET. CEAI. CiAI/lH. rI�28B EXTERIOR CENTERLINE 4 OF PANEL INTERIOR ON ^+2" ANCHOR EXTERIOR n VIEWS V 4' DIAG. 2.04" 2- 3.5' CENTERLINE OF PANEL 2-04" "+3" ANCHOR i 4.08- 7' EXTERIOR 1 " J 35 2.04 I.� CENTERLINE OF PANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) =RIES 770 ALUM. SGD - LM IMPACT eae aw" m.`ow. SGD-770 NTS 11 • 22 PGTO130 "+3' ANCHOR 2.04" 4" DIAG. 3.5" F$T CENTERLINE OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED as eomPlying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 ANY LYNN ����•'LYCENgF ��(�� �' *; No. 58705� l p0' flil- NO, '. Cis-'•:c<ORIDP.. •'• ���� S10NAILI ENG" A. LY/NN WER P.E. REM 58705 INSTALLATION DETAILS EDGE DISTANCE: "SEESHEET 1 6"EXTERIOR1/4" F sM EMBEDMENT: j I r r f SEE TABLE A, J I SHEET 1 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 ®2-TRACK FRAME HEAD ® 3-TRACK FRAME HEAD w WOOD INSTALLATION Bw WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYR, SEE ANCH & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 7 NOTE 3, SHEET SEEANCHOR ANCHOR NOTES SHEET NOTE 5, 1 (1/4' MAX.) j SHEET 1Z (1/4" MAX.) TE EXTERIOR 2-1/16"' EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" EXTEERRIIOR EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ®2-TRACK FRAME SILL Dw WOOD INSTALLATION EXTERIOR al EDGE DISTANCE: I SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 i EDGE DISTANCE: 2X WOOD I EDGE DISTANCE: 2X WOOD � V I .J SEE TABLE A, SHEET 1 TYP., SEE ANCHOR SEE TABLE A, SHEET 1 TYP., SEE ANCHOR �J NOTE 3, SHEET 1 NOTE 3, SHEET 1 WOOD ANCHOR TES WOOD ANCHOR TYP., SEE ANCHOR NOTES SEE ANCHOR NOTES & TABLE A, SHEET 1 & TABLE A, SHEET 1 EXTERIOR V 1/4" MAX. SHIM +I Imo— EXTERIOR D 1/4" MAX. SHIM I I f 2-TRACK FRAME JAMB Gw WOOD INSTALLATION CHANGES THIS SHEET. 3-TRACK FRAME JAMB Hw WOOD INSTALLATION T7.01CNHOLDEOM VE'f 1yTT. OFAUTH EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE LEA, SHEET 1 2-1/16" " 1/4" MAX. SHIM EXTERIOR a METALTYR, SMS ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 4-TRACK FRAME HEAD METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1.ALLDIMENSIONS MAX, SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. ` DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6' (JAMB) SEE DETAILS SHEETS 10 & 11 SMS ANCHOR TYP., METAL TYP., OR SEE ANCHOR NOTES SEEANCHOR 1 & TABLE A. SHEET 1 NOTE 4, SHEET 1 SEE ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, THE METAL SUBSTRATE SHEETI (1/4" MAX) EXTERIOR EMBEDMENT: SEE a TABLE A, SHEET 1 2-1/16"' EDGE DISTANCE: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEE ANCHOR NOTE 4, SHEET 1 2-1/16" SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS EXTERIOR • SEv"g T4E METAL • III • SUBSJR•AT.E • Imo-- 1/4" MAX. SHIM • • • 4-TRACK FRAME J.IMB • • • • EE METAL INSTALLATION •• SERIES 770 ALUM. SGD - Lit TA PAV - scarro 17TS 1 12 d 22 •• PGT$i30 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date0211712020 IIIIII •�y • • Ya�sa71 1> ; 7- ice • •.�ORIDP,.' • A. ay 144 11.:I kx. • • P.E.# 5v15 • ••• • • • • ••• • : • • • • • • • • • • • • • • •% • • • • .... ....... INSTALLATION DETAILS EMBEDMENT: SEE TABLE A. SHEET 1 EMC'_'DMENT: SEE TABLE 91 SHEET, I • • TES: • • • • EDGE DISTANCE: EDGE DISTANCE: • • • • et. ALIPDIIMENCIOVS • • EDGE DISTANCE: SEE CONCRETE CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A,I BEET 1 0 o : 'CHOWN BA$ED� TABLE A. SHEET 1 PERTABLE PER TABLE PERTABLE P-1/111"• • • • tIMIN. LOWED• A, SHEET 1 A, SHEET 1 A, SHEET 1 , ' DIAGONAL O.C. IS MAX- - - MIN 4- (HEAD & SILL) EXTERIOR = a - - 1 r r SHIM OR 6" JA B) EE • 5VA;S, ZHEETS 114' 1/4• EXTERIOR EMBEDMENT: J T EXTERIOR MAX. • • • : • • • • :104& 1..• a SEE TABLE A, MAX. (� SHIM r a • • • : • • • • • • • SHEET I PROPERLY SECURED 1X CONCRETE ANCHORTYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X • • FOWg4- JjANGH04TYPT • • • WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 N�SD jffi� 3-TRACK FRAME 4-TRACKME HEAD CTEA CORETEINSTALLATION COCRETE1TALLATION ec CONCRETE INSTALLATION cc CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE "ANCHORNIOTESD BUCK TYP., SEE TABLE A, SHEET 1ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1R NOTE 3, SHEET 1 SEEANCHOR SEEANCHOR SEE ANCHOR NOTE 5, SHEET NOTE5, NOTE 5, 1 (1/4" MAX.) SHEET) SHEETI 1/4MAX )/4" MAX.) 1 EXTERIOR .• �•..: EXTERIOR I •.- �:_ .'ti. - �• EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE TABLE A, SHEET 1 PERTABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A• SHEET1 EMBEDMENT: SEE TABLE A, SHEET 1 — 2-TRACK FRAME SILL 3-TRACK FRAME SILL Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION EXTERIOR I a ' 2.1/18" • CONCRETE EDGE DISTANCE:� PER TABLE SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A SHEET 1 4-TRACK FRAME SILL W CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 —�i— —t EMBEDMENT: SEE TABLE A, SHEET 1 �1 EDGE DISTANCE: EMBEDMENT: SEE CONCJCMU ANCHOR ~I SEE TABLE A. TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 1 EDGE DISTANCE: NOTES & TABLE A, PROPERLY SECURED SEE TABLE A, SHEET 1 I 2-1/16"' 1X WOOD BUCK TYP., SHEET 1 SEE ANCHOR NOTE 3, SHEETI ,2-1/t6"• PROPERLY SECURED CONCJCMU ANCHOR 1X WOOD BUCK TYP.. TYP., SEE ANCHOR SEE ANCHOR NOTE 3, CONCRETE NOTES & TABLE A, SHEET 1 CONCRETE OR CMU SHEETI '- PERTABLE EXTERIOR OR CMU EXTERIOR A, SHEET 1 n I PERTABLEn'" V 1/4" MAX. SHIM �-- k— A, SHEET I V 1/4" MAX. SHIM �I ja 2-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION NO CHANGES THIS 3-TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION A VUdCF FL 8495 M41) 48046M CER7. OFAUTH 029M omrmr�romr rolrgRlM1ei vG .Yll0elf1811G�M� EDGE DISTANCE: SEE TABLE A PROPERLY SECURED SHEET 1 IX WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET CONCRETE OR CMU EXTERIOR PER TABLE rl A. SHEET, 1/4" MAX. SHIM 4-TRACK FRAME JAMB k CONCRETE/CMU INSTALLATION o...p.c CONCRETE PER TABLE A, SHEET I I SERIES 770 ALUM. SGD - LM IMPACT I sao-770 I NTS 1 13 + 22 1 PGTO130 PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0420.12 Expiration Date 02/17/2020 1,IGENSt _ * No.58705 0a IRE ;� � � � ''•F�ORIDP..'' \C��� NG` S��NAI IE `��� A LYNN MILLER, P.E. PRA 58705 INSTALLATION DETAILS FRAMEJAMB 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 1 28 ILLUSTRATION, SHEET 9) DISTANCE: SEE ABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, 26 EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., (l 15 V P-HOOK SEE ANCHOR NOTES / CONCRETE OR J & TABLE A, SHEET 1 CMU PER TABLE (ALSO SEE TYP. 2.693* MIN. A, SHEEP 1 ILLUSTRATION, SHEET 9 ) EDGE EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS ® PARTS #18, #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE NOTE 4, SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A. SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS A, SHEET 1� BEYOND THE METAL ANCHOR NOTES SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, SEE TABLE A, EMBEDMENT: 1 SHEET 9) SHEET 1 SEE TABLE A, EDGE DISTANCE: SEE SHEET 1 A TABLE A, SHEET 1 2.693" MIN. EDGE DISTANCE CONCJCMU ANCHOR TYP., SEE 2s ANCHOR NOTES & .+' TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR z8 P-HOOK MOUNTING ADAPTERCONCJCMU ' ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT: SEE A,SHEETI TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18 #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER CONCJCMU I ANCHOR TYP., SEE I ANCHOR NOTES & TABLE A, SHEET 1 • ; :Yr � ' `:' ; r:� ..:;:._:. •.:.-.. ,�: _- r .-''; :.,. ,�'. (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1-114' MIN. EDGE DISTANCE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 E.pi-tion Date.,02/17/2020 P-HOOK SMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES J n P-HOOK CONCJCMU / EXTERIOR ANCHOR TYP., SEE J fl & TABLE A, SHEET 1 V ANCHOR NOTES & TABLE V (ALSO SEE TYP. 2.693' MIN. A. SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) �ttllnluir P-HOOK FOR USE WITH BOX SILL RISERS ® P-HOOK FOR USE WITH BOX SILL RISERS • • `� NI r� Kw PARTS #19, #21, #23 OR #25, EXTERIOR • • • Kc PARTS #19, #21, #23 OR #25, EXTERIOR • CONCRETE INSTALLATION V �� �' ENS...Ifl� ' J METAL INSTALLATION MOUNT • • • MOUNT • • • �' -•.� 0�} (SEE TABLES 1A, 2A & 3A (SEE TABLES 1A, 2A & 3A • • • • 6 g N FOR WATER RATINGS) ONLY ONLY • • • FOR WATER RATINGS) • • • • • • �b •� r� i �•��� 1070TECHNOIOGYMME N. VENICE, a 34275 �^^* ANCHORAGE DETAILS •• ••• OF ;ss'F��RIDP,••G���� (sti)4e0-1600 a...aer. o a• a.,,, CERT OFAUNi a292s5 SERIES 770 ALUM. SGD - L ACII • O N • ��' i I I LIE•` • • IL y JR n4.' C NO CHANGES THIS SHEET. ttwvxrdrroaun rYtlaO °H` °r"mb"•?" a.ana,m.r �,,. si..e ® h�*v'iY scD-n0 NTS 14 a22 • PGTai�O - • • a WNN�IILIFF7. •. • •• P.EU5t)p5. ••• • • • • ••• • • • • • • • • 0 • ••• • CONFIG. EXAMPLES MAX. UNIT_ WIDTH HEADER DETAIL 'A', MAX. SHEET 18; INSTALLATION DLO_ DETAILS'Aw &'AC', WIDTH SHEETS 12 & 13� NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS PANEL PANEL APPLICABLE. SEE OP/ANCHOR PANEL TYPE TYPE TABLES, SHEETS" FOR MAX. TYPE QS' AS' PANEL HEIGHT AND WIDTH. SEE A SHEETS 18 & 19 FOR SECTION NOM. DETAILS AND SHEETS 12-14 FOR MAX. PANEL / INSTALLATION DETAILS. PANEL WIDTH TYP. 2) (1) LOCK (ITEMS 75 & 107-110) AT HEIGHT SEE PER EACH LOCKSTILE, LOCKING INTO NOTE 2 TABLES 1-3 KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. �..., X 3) PLEASE SEE APPLICABLE X ASTRAGAL & INTERLOCK COMBINATIONS PER OP/ANCHOR S ..• :. • • , • • • • • -- -- • , , SAAX. UNIT WIDTh • • NOM- PANEL WIDTH • • • • • •I� TYP. PER TABLES 1-3 PANEL TYPE MAX. UNIT MAX. HEIGHT DLO PER HEIGHT TABLES 1 1-3 a TABLE 90= SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX 'Dw' &'De, SHEETS 12 & 13 #10 X 1-1 /2" PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL Part It Description Material 124 Kommeding 4SG TIPS Spacer System See this 125 Quanex Super Spacer n(T With Hot Melt Butyl Sheet for 128 Quanex Duraseal Spacer Materials 127 Cardinal )(L Edge Spacer JR 04N5717 I C I NO CHANGES THIS SHEET. - I SILICONE STRUCTURAL HERS POLYISOBUTYLENE WITH DESICCANT EXT. GLASS —/ #8 X 1" PH SMS STRUCTURAL SILICONE 1/4" NOM- FOAM WITH DESICCANT EXT.GLASS� e , , EXTERJpE • • • � • • : 0• • „9• • • • • • • • •• • • • CORNERaDETAIL'N21 • , • , • • • • • SHEET 19 dl!ORIVE(t ANCHORAGE SHEET II INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'03', SHEET 18; INSTALLATION DETAILS 'GW' &'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" i. —HOT-MELTBUTYL 'v `--INf. GLASS �� DINT. GLASS za KODISPACE 4SG TPS ZS SUPER SPACERONXTTM ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16, NOW 5/1S"NOM. SEAL BUTYL a SILICONE SEAL DESICCANT ROLL -FORMED -- FOAM STEEL EXT. GLASS EXT. GLASS --\ <,v� `INT. GLASS Ise DURASEALO SPACER 1070TECHMMOGYDRW N. VENIC& FL 301- ` ANCHORAGE 1 (&.1600 n+s cERr. ���, rWp5 OFAU SERIES 770 AL e""1b°itr SGD-770 I NR oe»xroxrosav /'�eiDwTM�r`r• AfLPoGIfI1FOE1141`G ® --Z// —INT. GLASS XL EDGET"SPACER FAILS / EXAMPLE ELE L SGD - LM IMPACT 15 - 22 �PG7'0130 PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0420.12 Expiration Datw92/17/2020 `�\'(jp1Y LYIVIV a�,. •' LICENSEil�'r 0� sTA 1 a F<ORIOP_. N S�()NAL I NG`` A- LYNV MILLER, P.E. P.EI 59705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; I�INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 ( HEADER DETAIL W, SHEET 18; MAX. IXED JAMB DETAIL'G7, ASTRAGAL HEADER DETAIL'A', SHEET INSTALLATION DETAILS'AW &'Ac', DLO SHEET 18; INSTALLATION DETAILS'Lt' & 18; INSTALLATION DETAILS WIDT JAMB DETAIL'GT, SHEET DETAILS'GW &'Gc', L2, SHEET 19 'AV &'Ac', SHEETS 12 & 113 SHEETS 12 & 13 18; INSTALLATION DETAILS SHEETS 12 & 13 90° TYP--,---�-'GW &'Gc', SHEETS 12 & 13 PANEL PANEL PANEL PANEL 7 TYPE TYPE TYPE TYPE 'R' L' 'D' 'A' MAX. PANEL PANEL PANEL TYPE TYPE TYPE A, CS' OS, IT GHT SILL DETAIL NOM. ES MAX. 'D', SHEET PANEL 18;WIDTH TYP. 3 INSTALL DLO PER DETAILS HEIGHT TABLES 1-3 'Dv.' &'Dc', SHEETS12 & 13 X a PANEL TYPE W MAX. UNIT HEIGHT PER SEE TABLES NOTE 2, 1-3 -IEET 15 a L SEE FRAME & PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 (2-TRACK) 'Dv' & Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAL'M', SHEET 19 INSTALLATION DETAILS'IW & 1 L2, SHEET 19-\ '\ INTERLOCK DETAIL'M', SHEET 19 k', SHEETS 12 8 13� HEADER DETAIL J ETAIL'H2', SHEET P-HOOK DETAIL'S & W, SHEET 'B', SHEET 18; 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL '12'. SHEET 18; INSTALLATION 'Hy/ &'Hc', SHEETS 12 & 13 'Jc', 'Kw' & Kc', SHEET 14 DETAILS'Bv/ &'Bc', DETAILS'Iw' 8'Ic', SHEETS 12 & 13 SHEETS 12 & 13 r MAX. UNIT WIDTH —� - MAX. UNIT WIDTH MAX HE P TAI 1 'ANEL PANEL PANEL TYPE TYPE TYPE L' M' T' NOM. PANEL WIDTH TYP. SEE PER VOTE 2 TABLES 1-3 iEET 15 x x x w� °za �Q ww Y~ W N EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'E%( &'Ec% SHEETS 12 & 13 I JR 1 0"07 1 C I NO CHANGES THIS SHEET. I N. VENICE, FL 34275 (941) 460-1600 CERT. OFAUM.. #29296 fBYW6`ITOAIT Pcrwwlam�s we �unr os aEs4m7� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .M. 'F' 'F' IV MA NOM. UN PANEL HEIC WIDTH TYP. PE SEE MAX. PER TABI —NOTE 2, DLO TABLES 1-3 SHEET 1 HEIGHT x x x O •• 1.0_ I)6 INTERLOCK DETAIL �'M', SHEET 19 90' OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE `SHEET 11 < INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 1-3 UNIT WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 T HT i ES i • 11: EMPLE: XXXO SILL DETAIL'F, SHEET418; 1 XA (4-TRACK, BY-PASS) INSTALLATION D91%LS • • • • Fw' & Fc', SHEETS 12 & 13 EXAMPLE ELEVATIONS • • • • • • nw • SERIES 770 ALUM. SGD - LAt/MPACT i SGO-770 I NTS 1 16 + 22 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 \11111111/ �,.\oNY LYNN ?*•!� • 4NG 587W 14 :AO� •. SS TE O 1 �4C,� • ✓• s F�ORIDP.r' �� • �' S�OE/ALli • 'Irl•rll • • A. U?lN�alLljR, P�. • • • RE.t158)p5 • . ••• • • • • ••• • • • • • • • • goo • ••••• • • • • • • ••• • • • • •• •• PANEL TYPE W MAX. UNIT HEIGHT PER SEE TABLES NOTE 2, 1-3 -IEET 15 a L SEE FRAME & PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 (2-TRACK) 'Dv' & Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAL'M', SHEET 19 INSTALLATION DETAILS'IW & 1 L2, SHEET 19-\ '\ INTERLOCK DETAIL'M', SHEET 19 k', SHEETS 12 8 13� HEADER DETAIL J ETAIL'H2', SHEET P-HOOK DETAIL'S & W, SHEET 'B', SHEET 18; 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL '12'. SHEET 18; INSTALLATION 'Hy/ &'Hc', SHEETS 12 & 13 'Jc', 'Kw' & Kc', SHEET 14 DETAILS'Bv/ &'Bc', DETAILS'Iw' 8'Ic', SHEETS 12 & 13 SHEETS 12 & 13 r MAX. UNIT WIDTH —� - MAX. UNIT WIDTH MAX HE P TAI 1 'ANEL PANEL PANEL TYPE TYPE TYPE L' M' T' NOM. PANEL WIDTH TYP. SEE PER VOTE 2 TABLES 1-3 iEET 15 x x x w� °za �Q ww Y~ W N EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'E%( &'Ec% SHEETS 12 & 13 I JR 1 0"07 1 C I NO CHANGES THIS SHEET. I N. VENICE, FL 34275 (941) 460-1600 CERT. OFAUM.. #29296 fBYW6`ITOAIT Pcrwwlam�s we �unr os aEs4m7� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .M. 'F' 'F' IV MA NOM. UN PANEL HEIC WIDTH TYP. PE SEE MAX. PER TABI —NOTE 2, DLO TABLES 1-3 SHEET 1 HEIGHT x x x O •• 1.0_ I)6 INTERLOCK DETAIL �'M', SHEET 19 90' OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE `SHEET 11 < INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 1-3 UNIT WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 T HT i ES i • 11: EMPLE: XXXO SILL DETAIL'F, SHEET418; 1 XA (4-TRACK, BY-PASS) INSTALLATION D91%LS • • • • Fw' & Fc', SHEETS 12 & 13 EXAMPLE ELEVATIONS • • • • • • nw • SERIES 770 ALUM. SGD - LAt/MPACT i SGO-770 I NTS 1 16 + 22 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 \11111111/ �,.\oNY LYNN ?*•!� • 4NG 587W 14 :AO� •. SS TE O 1 �4C,� • ✓• s F�ORIDP.r' �� • �' S�OE/ALli • 'Irl•rll • • A. U?lN�alLljR, P�. • • • RE.t158)p5 • . ••• • • • • ••• • • • • • • • • goo • ••••• • • • • • • ••• • • • • •• •• w� °za �Q ww Y~ W N EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'E%( &'Ec% SHEETS 12 & 13 I JR 1 0"07 1 C I NO CHANGES THIS SHEET. I N. VENICE, FL 34275 (941) 460-1600 CERT. OFAUM.. #29296 fBYW6`ITOAIT Pcrwwlam�s we �unr os aEs4m7� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .M. 'F' 'F' IV MA NOM. UN PANEL HEIC WIDTH TYP. PE SEE MAX. PER TABI —NOTE 2, DLO TABLES 1-3 SHEET 1 HEIGHT x x x O •• 1.0_ I)6 INTERLOCK DETAIL �'M', SHEET 19 90' OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE `SHEET 11 < INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 1-3 UNIT WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 T HT i ES i • 11: EMPLE: XXXO SILL DETAIL'F, SHEET418; 1 XA (4-TRACK, BY-PASS) INSTALLATION D91%LS • • • • Fw' & Fc', SHEETS 12 & 13 EXAMPLE ELEVATIONS • • • • • • nw • SERIES 770 ALUM. SGD - LAt/MPACT i SGO-770 I NTS 1 16 + 22 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 \11111111/ �,.\oNY LYNN ?*•!� • 4NG 587W 14 :AO� •. SS TE O 1 �4C,� • ✓• s F�ORIDP.r' �� • �' S�OE/ALli • 'Irl•rll • • A. U?lN�alLljR, P�. • • • RE.t158)p5 • . ••• • • • • ••• • • • • • • • • goo • ••••• • • • • • • ••• • • • • •• •• I)6 INTERLOCK DETAIL �'M', SHEET 19 90' OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE `SHEET 11 < INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 1-3 UNIT WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 T HT i ES i • 11: EMPLE: XXXO SILL DETAIL'F, SHEET418; 1 XA (4-TRACK, BY-PASS) INSTALLATION D91%LS • • • • Fw' & Fc', SHEETS 12 & 13 EXAMPLE ELEVATIONS • • • • • • nw • SERIES 770 ALUM. SGD - LAt/MPACT i SGO-770 I NTS 1 16 + 22 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 \11111111/ �,.\oNY LYNN ?*•!� • 4NG 587W 14 :AO� •. SS TE O 1 �4C,� • ✓• s F�ORIDP.r' �� • �' S�OE/ALli • 'Irl•rll • • A. U?lN�alLljR, P�. • • • RE.t158)p5 • . ••• • • • • ••• • • • • • • • • goo • ••••• • • • • • • ••• • • • • •• •• . sa• . • • . PANEL'S RIGHT STILE TYPE • a • : • • a ' e .. . PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN INTCORNER 90 LOCKSTILE EXTCORNER 90 LOCKSTILE EXT CORNER 90 RECET ER IN CORNER 90 CEIVER txr *y 40t2 EXT COI64 35 REC&ER I O ER 35�1FL R TYPES INTERLOCK �T INTERLOCK IN STILE WI HANDLE BOX OUT BOXIN WI HANDLE W/H/WDLE Wf HANDLE W/HANDLE W/M �( /r1DLE #118 EOI� CEI WI HANDLE #31 WI HANDLE #31 -� _= #8 #118 Net _—L�� ._#�,1L1118 5- ' 08170-i 1 F PP K L #120 TR lk119 TQ TC' •TA:: • ; ; ; rtve rw INTSINGLE ERLOCK �- OUT �,�, 'sv SINGLE g E P A C C /(j .�1r spa( sc • a • s/-1 ' sw INTERLOCK � IN FIX RR R S S FD FC FV FW ED poXaI LOCKSTILE D M J J WI HANDLE (eazov0 (au'I wl Ll l ASTRAGAL Box our LR PANEL NOTES: WIHANDLE IJ maram 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL I�r-- ASTRAGAL eoxlN N LEFT 4INTERIOR RIGHT SIZES & DESIGN PRESSURE. 2. PANEL TYPES NOT SHOWN OR CROSSED OFF w W(HANOLE fpx-7 PANEL PANEL EXTERIOR ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. F_ ASTRAGAL ■ T / STILE STILE 3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES (n .Box OUT ASTRAGAL ffl� t4u0 1 PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (AND EITHER CORNER RECEIVER INTERIOR EXTERIOR (#119) OR INTERIOR (#120) CORNER EXTERIOR L~L APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. uJ J BOX IN RAM eorM 4. 135' ASTRAGALS TO USE HEAVY-DUTY STILES iNTcoRNER 9oLocKsnLE RT Cl (06 1) AN D CO RN ER ADDON (#3 1). J LLI W/ HANDLE #120 EXT CORNER SILL RISERS OPTIONS fir.— .232' .232' z Q a 90 LOCKSTILE WIHANDLE #11 EXT CORNER #8 90 RECEIVER W/HANDLE QT / - T v QS CS V .232' 237 EXTERIOR EXTERIOR EXTERIOR 1�3.062" a .062' 3.�5. 2555, EXTERIOR PRODUCT REVISED •�2" as eomplyirg with the Florida Building a e 4.056' C dd NOA-No. 17-0420.72 9118 INT CORNER #81 1.56T Expiration Data 02/'17/2020 90 RECEIVER AT AS DF aY - W/ IUNDLE Mla a Product Control EX r CORNER " CF 1� SILL FLUSH �ERZFLAT' 20 S RCS �. FLAT 22 QED ULL IME3-1/4�T SILL 24 HIGH, 4"ER FLAT #31 — Fes' 750" I-+- .750' EXT CORNER 35 RECEIVER W/HANDLE #8 INT CORNER >Ki1 35 RECEIVERY VT wT VS ws ' /F �/ WF EXTERIOR a� 7W I EXTERIOR EXTERIORS EXTERIOR � '�Y a a .O6Y 4.055', . 3.305' W/HANDLE #61 1.687' 44=11...... 11111111/1!/// N 7 \` •' • j' %.ICEIy O79, SILL RISER BOXI' 21 SILL RISER BOX 23 SILL RISER, BOX O O MEDIUM, 3-1/4' 25 SILL RISER, BOX * No. 58705 O HIGH, 4" 1- ' FLUSH, 1/2 _ LOW 2-1/2" h • NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6� so S %¢oFr ' �� OL 107D TECNNOGYDRIVE''•;`,(TAOTREIDP,. N 4EMCE, a M275?x- PANEL TYPES �7'7i'01VAL ($41)48o-r88o „� awrmc CERT.OFALITH./18298SERIES 770 ALUM. SGD - LM IMPACT iENG�• JR o,®q- 04A76M7 C NO CHANGES THIS SHEET. as rl,.a.a — carnelneanr rmrrolerwra rc rrwe.e a.e SOD-770 NTS 17 • 22 a..nrw "� A. LYNN MILLER P.E. PGTO130 C P.E.N 587M JR JOVIW14 "Itav"aRe°eo® ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) OF JAMB ., 5 c1 G3 eo OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN #105 6' WITH LONG W/ RETAINER #106 OPERABLE MIDSPAN (SHOWN WITH PANEL) FIXED PANEL TO EXTERIOR 103 LOCK PART; I 758 to7-tu THE INTERIOR) V 713 EXTERIOR #10 X 3W SMS, X 3 6" LONG I T 112 e 2-TRACK JAMB 512-TRACK JAMB �—A CLIP #80 OR #105 W/ SCREEN W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO THE EXTERIOR) 53 ONSHEET 15 vEXTERIOR 121 SEE DETAIL ON SHEET 15 106 FULL PANEL JAMB LENGTH 60 OR 61 105 LOCK PART 75 8 107-11 17 i0 OR 61 18 5 5 SEE DETAIL G1 FOR FIXED 80 PANEL CLIP SEE DETAIL G2103 5 FOR FIXEDPANEL CLIP g 5 18 17 EXTERIOR RIOR60 OR 61 �0,EnERIOR EXTERIOR vv v4-TRACK 3-TRACK JAMB H1 (SHOWN WITH H2 OPERABLE PANEL) 3-TRACK JAMB JAMB 4-TRACK JAMB (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH FOXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 121 SEE DETAIL ON SHEET 15 VU -- EXTERIOR EXTERIORJ,,,f� EXTERKIR 53 a PRODUCT REVISED as complying with the Florida SHOWN WITH 2-TRACK W/SGREEN E 3-TRACK B FRAME HEAD 4-TRACK FRAME HEAD MAX. UNIT HEIGHT PER Bonding code NOA-No. 17.0420.12 OPT. SCREEN TRACK FRAME HEAD TABLES 1-3 Expiration Date 02/17/2020 By 53 69 � 3 69 Mlami ade o uct ontr ol 89 EXTERIORvi EXTERIOR ww! mw�40 52 51 46 11 72 DR 73 113 11 72 OR 73 9 11 72 10 OR 73 48 47 EXTERIOR 112 0 8 5 113 113 II///// 5 5 ``11111II `�� 4-TRACK • • • • • • : ��1�ENSS'`�C�t� + (62�2-TRACK W/SCREEN E 3-TRACK eFRAME SILL FRAME SILL • • • • - • •Na•58i105 FRAME SILL • • • !i�., ITEM 61 SHOWN, REM 60 ALSO APPLICABLE, SEE TABLES • • • • • • 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. %7D ' ) 1070 TEChWCLOGYDPJVE N.VENICE, 5 ` VERTICAL SECTIONDETAILS•• •: -'•F70RIDP .•'• �� ISO • ENi\� 71 a..,a#r. ar: CERK OFAUM.. #29296 SERIES 770 ALUM. SGD-wl C W -4LMI i • j I A I I I i i 1 �` • JR 04475/17 C NO CHANGES THIS SHEET. - cnwmalrrosis s.a..a.ai. ry,. sn�r �"+ • • • • R • • A. •yNijMlli-14ER. E. l n++onr. JR 02/LXY14 n.md on: .ur ® Gano Wl NT$ 18 + 22 • PG7�1i19 C• • • • P.El 05 • ••• • • • • ••• ••• • • • •• •• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR gt y 178 • • • • • • • • • • • 28 113 30 11 27 63 26 103 62 111 63 OR 61 60 OR 61 •• ••• •• *Ill tq 65 • • • 29 1 • • • • 85(� ISO 90' J y EXTEROR 111 82 �1 �+ y vEXTERIOR INFERIOR EXTE{0pR EXTERIOR I -I P-HOOK FOR FLAT SILLS P+IOOK FOR BOX SILLS (� r �� INTERIOR �J ®j (EXT. OR INT. MOUNT) EXT. MOUNT ONLY L� 60 RR 61 STANDARD ASTRAGAL #67 HEAVY-DUTY ASTRAGAL #68 Ko WITH STANDARD STILES #60 12 WITH HEAVY-DUTY STILES 461 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) I 11 5 7 1a 135- OUTSIDE CORNER of 2-TRACK SHOWN T~7 I. _ C --I No CHANGES THIS SHEET. 10110114 rm. or INTERLOCK 5 11 ITEM #61 (HEAVY-DUTY 773 103 119 ,5EXTERK)R 7 STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO jja90- OUTSIDE CORNER N1 2-TRACK SHOWN E 90' INSIDE CORNER APPLICABLE, SEE TABLES �2-TRACK SHOWN 1-3, SHEETS 6-8 FOR (PSF) ASSOCIATED WITH STILES. w o r N. VENICE FL 34275 (941)480.1500 CERT" OFAM 029M INTERIOR ID EXTERIOR 135- INSIDE CORNER 02 2-TRACK SHOWN HORIZONTAL SECTION D SERIES 770 ALUM. SGD - SGO.770 NTS f9 • 22 4 INTERIOR PRODUCT REVISED as complying with the Florida Building Cod. NOA-No. 17-0420.12 Expiration Date-Ag/17(2020 `"111111i11"7j7 i Vic No.5870S� S, CORNERS .10..... G ' ZONAL 1EN ��. (PACT A. LYNN MILLER P.E. pGT0130 C P.E458705 Item 1vGT# PGT# Description 1 17306 017306 2-TRACK HEAD 2 173M 617303 2-TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3-TRACK HEAD 4 11312 617312 4-TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEADAIAMB ADD -ON ' 7 17304 6173D4 2-TRACK SILL 8 17301 817301 2-TRACK SILL WTM SCREEN RAIL 9 17307 617307 3-TRACK SILL 10 17310 617310 4-TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17316 617315 FRAME SILL SCREEN ADD -ON (SEE NOTE 3) 13 17316 617316 FRAME SILL SCREEN END ADD -ON (SEE NOTE 3) 14R17305 617305 2-TRACK JAMB 16 817302 2-TRACK JAMB WITH SCREEN RAIL 16 017308 3-TRACK JAMB 17 517311 4-TRACK JAMB 18 617322 SILL RISER - FLAT, FLUSH, 1-1/2"19 017319 SILL RISER -BOX FLUSH, 1-112' 20 617321 SAl RISER - FLAT, LOW, 2-1/2' 21 617318 SILL RISER - BOX LOW, 2-1/2" 22 17355 517355 SILL RISER - FLAT, MEDIUM, 3-1/4' 23 17354 617354 SILL RISER -BOX MEDIUM, 3-114' 24 17323 617323 BILL RISER -FLAT, HIGH, 4' 25 17320 617320 SILL RISER - BOX HIGH, 4" 26 17333 617333 POCKETP-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17&M 617334 POCKET PTHOOK MOUNT 29 17335 017335 P-HOOKCOVER 30 17348 617348 POCKET P+HOOK FOR BOXRISER 31 17378 617378 1135 CORNER 32 1T376 617376 1135 FLED MOUNT ITEMS 40-53 ARE SCREEN PARTS: 40 4319 612258 SCREEN SIDE RAIL - LOCKSTLE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARDROLLER 48 668 7SRAX STANDARD ROLLER -ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 DAD SCREEN ASTRAGAL ADAPTER 51 1692 61892 SCREEN SPLINE -.165" 52 1694 61694 SCREEN SPLINE -.150' 53 - 61816C20 SCREEN CLOTH 54 1725 1/2" X4" X 1/16" SET. BLOCK NEOPRENE 85 HS 55 1726 1'X4' X1/IG' SET. BLOCK, NEOPRENE 85+/S I JR ( 04/05/17 1 C I NO CHANGES THIS SHEET. I Itemh17328# PGT# Description 60 617325 PANEL STILE 61 817326 PANEL STILE (HEAVY DUTY) 62 617327 INTERLOCK ADAPTOR 63 MP248 VINYL BULB WSTP, -THIN (INSIDE INTERLOCK) 64 71729 SILL END WEATHERSTRIP PAD 85 617328 INTERLOCKSCREWCOVER 67 1 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1-1/2" X 1- X 3/4" HGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY- 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW4199, DOW-9M OR GE-7700 75 8185 78185X GEMNI MORTICE 3-PLY WALL LOCK W/LONG TRIM PLATE 76 71032XIFPFX #1D32 X 1" FL SS SCREW W) TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U-NUT 79 17357 617357 V IS BEAD 80 17359 617359 7116" BEAD / FDED PANEL CLIP 81 17360 617360 9/16' BEAD 82 1224 BTP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, VT X 1/16" SGL SIDE ADH. TAPE, POLYETH. 10D 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 ime 71696 DUST PLUG 103 8186 78186X 1"KEEPER 104 653 7SOKEEP SCREEN LOCK KEEPER 105 17344 617344 FDED PANEL CLIP - 6" LONG 108 17352 617352 FDED PANEL RETAINER- 9/16' 107 1739 71739 HANDLE KIT- HTEROR RAISED WITH THumB TURN 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE 109 1731 78162SH HANDLE KiT-RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 71M4PPSDAX #10 X3/4" PH. -PR TEK - S.S. 112 1235 67S16 WSTP,.270 X.170-FN SEAL 113 1712 840M .187"X230'FNSEAL 114 710X115PPX 41OX1-1/2" 115 710XPPT 1NOX1' 118 720XIX #1420XV S.S. 117 726X112X 914-2DX1-1/2'S.S. 118 17338 617336 90 DEGREE CORNER RECEIVER 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 611-1338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FDED PANEL RETAINER, 7/8" NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 78. 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/15" MASONRY ANCHORS @ 24" MAX. O.C. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By / ttt t1111 fill,, i `• • • • • •N0.46870s 170 fVE N. EM OLFL 8427Ob I911)480-16W PARTS UST •• ••• •ors F<�RID ..•N S %G CERT. OFAUnd #29M SERIES 770 ALUM. SGD - L A /" IOfiA. L tE • ;c'�orYin1°a�a;rrream,2„ ® serwsc SG770 aoN;T320 a,.t d2•G�0 c•r� PE•A. WNV* J58P5 • • • • • • • • • • • • • • • • ••• • • •• •• • • •• • • •• •• 5.069' 8.562' --j • • • f • 0.080' • • • I �i36" �• � f • • • • • • • • • • • • f • i • • • • I I Jl. 1.211" 1.505" • • • • • •• ••• 0.081" 1.019" 0.062' 0.081' 0.081" O2-TRACK HEAD 10 4-TRACK SILL • • • •S E!• (6063-T6 AL) (6063-T6 AL) • • • I►E • 6.198" • • • e • • 16003-PJ AL) 6.198" 8.526' ►1 Si16 : i • • • • • 0.0801, -j T • •• 1.045' 1.211" 1.505' 1.993" 0.062" 0.081" O2-TRACK HEAD W/ SCREEN TRACK O9 3-TRACK SILL -ISCREEN (6063-T6 AL) (6063-T6 AL) 1a 2-TRACK JAMB 45 TOP RAIL (6063-T6 AL) (6063-T6 AL) 7.105" 6,221' 0.080' 1.505" 1.211. _! 0.081" O 3-TRACK HEAD O 2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) (6063-T6 AL) - 9.142" 4,49" 0.080" 1.211" 1.505" -1 rTv-rT-mm�F� �T-WCLO 0.081" O4-TRACK HEAD O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) -� 1.514' 0.062" 0.532" 0.760' 1,260" 0.060" 1.516" 1.990" O AF O ONHEAD/JAMB SCREEN i2 ARA(AE SILL SCREEN 13 FRAMEENDDSSIILLLSCREEN (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS OR 3/16" MASONRY OR 3/16" MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24- MAX. O.C. N. VENICE, FL 3CM (941) 480-1600 CFRT. OFAUTN. WIMS THIS SHEET. 2-TRACK JAMB W/ 1s SCREEN TRACK (6063-T6 AL) )5" 1s 3-TRACK JAMB (6063-T6 AL) 17 4-TRACK JAMB (6063-T6 AL) SERIES 770 A -UM. SGD - LM IMPACT abvAbat srk air[ 6..�1/Aa scDam NTS 1 21 1 22 PGTO130 0.875" 1.9R"f 0.062' SCREEN BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17.0420.12 Expiration Data By / _ N0.58705� "0 sraf' " j .Qu� S7�NALI�NG A LYNN MIU.ER P-E. P.E.# 58706 0.718" --1 0.83' 2.304" jam-- 3.802" �� 3.602' F 0.752' -y 0.752' L j T-- [ 1 0.885' 0.574" 0.796' 1.163°� 0.0620 264' 0.080. 0.062" 0.233" o.o7s• o.os2" OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW 5 tt OP -HOOK 28 zs 3o P-HOOK FOR BOX RISER SCREW COVER TRACK ADAPTOR COVER 0.080' (6o63-T6 AL) (6063-16 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" in 4" 0" 1.488" 1.739" 0.062° 1.600 0.133' 1.600 0.062' 1.303' 080" 1.870. 1.888• .016' I I 0.325" 4- 3.125" I+- 3.125• 0.062" INTERLOCK INTERLOCK 31 135' CORNER 32 135° FIXED MOUNT 6o STANDARD STILE et HEAVY DUTY STILE 82 65 O(6063-T6 AL) O (6063-T6 AL) O (6063-T6 AL) O (6063-T6 AL) A� SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979' 0.075" 1.645" 0.125"• 87 STANDARD ASTRAGAL (6063-T6 AL) 1.003' 0.757' 0.050• 9toy FIXED PANEL CLIP (6063-T6 AL) 550" o.7os• 0.080" - 4 FIXED PANEL tos RETAINER, 9116" (6063-T6 AL) 0.281' --a 1-- HEAVY DUN ASTRAGAL (6063-T6 AL) 4.125' 645° 0.062' 1 I 1.304 F---- 3.25' O TOP/BOTTOM RAIL (6063-T6 AL) 1.050' 1.050' � � 1.050" "89 .611" "045' .045" - GLAZING 7116' GLAZING 79 BEAD (I.G.) 80 BEAD, FIXED 9115" GLAZING et BEAD PRODUCT REVISED 6063-T6 AL PANEL CLIP ( ) (6063-T6AL) as complyIn with the Florida BWlaingCo�i (6063-T6 AL) NOA-No. 17-0420.12 Fx lmtton Date 02117t2020 42.826* 4" 0.080" " 0.709 2. 1.498" 0.133" 498' -j 0.863 I�71-j80' j FUC� 5.621' l- t23 (6063-76 AL)tts 90' OUTSIDE CORNER ASTRAGAL t18 90' CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) I JR I 04 VYl l I C I NO CHANGES THIS SHEET. I N. t'EWCF- FL 3W5 jWl)4M11fi00 CERT. OFAUTH. =206 avrw0woamr vcrwourmE;.c .ut aoxrsa¢4enm 5.621" 1 0.133' 4' t20 90° INSIDE CORNER ASTa4QAL• (6063-T6 AL) • • • •• ••• • SERIES 770 ALUM. SGD - L j? PA H�,ac evwa,.c 0"o1p SGO-770 I NTS 1 22 d 22 1 • PGTZ?30 By r0 oYLYNN''��� 0.:5870,*• *: �� •.. S ATE O (V ` • A.•�RE4t81�N1L+E�gE = •• 505• ••• • • • • ••• 4 M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade,¢���e_ co_ 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 Miaftutve C04M" ER Product Control Section to be used in Miami Dade County and other areas where 'd1lomd by the"Authority• • 0 Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Mia+Da�a County •Pibduct, Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miant4-j3ade County) reserve. the right to have this product or material tested for quality assurance purposes. If this product* a! material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "AW-740" Aluminum Awning Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, 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 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. 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 and renews NOA# 16-0714.23 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 Manuel Perez, P.E. NOA No. 17-0614.20 MIAMI DADE COUNTYM Expiration Date: April 11, 2023 1 Y01 16 Approval Date: September 05, 2017 Page 1 r PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A•"`•DRAWINGS '. .... 1. ; t&96facturer's die drawings and sections. • • • • • • • .. 4&,ibmitted under NOA No. 12-1218.07) :....: 2. • • ;Rrawing No. MD-AW740LM, titled "Awning Window Details — LM & SM", sheets ` •: •..: . "P through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed '..;.. ••••• Anthony Lynn Miller, P.E. •;;b;X . • B. • TES;RS. � • .:...: 1. ' TeSt reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 .. . '..:.' . • . 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.23) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA740P aluminum projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014) and FBC 6" Edition (2017), dated 06/0.9/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 Manuel Pere Product Control Exa in r NOA No. 17-06 .20 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-1 V PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE • * • 0 .... 1. Miami -Dade Department of Regulatory and Economic Resouroe� R). ...... • •(• . • . ••.••• •..• •.•.•• E. MATERIAL CERTIFICATIONS • • • 0 • • 0' 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray AmeriC"ar uc. forxheis ' "Trosifol® Ultraclear, Clear and Color PVB Glass Interlay iWaated 01/19/17, �;• • expiring on 07/08/19. .. .. .. . ...... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amelliea: anc. for their •, "Kuraray SentryGlas® (Clear and White) Glass Interlayer;' dated 06/2$/"J,. expiring on 07/04/18. • • • •' F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.23) G. OTHERS 1. Notice of Acceptance No. 16-0714.23, issued to PGT Industries, Inc. for their Series "AW-740" Aluminum Awning Window - L.M.I. approved on 09/08/16 and expiring on 04/11/18. E-2 Manuel Perez, P Product Control Exa ne NOA No. 17-0614efO Expiration Date: April 11, 2023 Approval Date: September 05, 2017 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO FLORIDA COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 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. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO T SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) I} SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 19" MAX. TO THE STRUCTURE. WOOD BUCK DESIGN AND O.C. INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 4" MAX. 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 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHE 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 60" WIDTH 53" VISIBLE LIGHT WIDTH (DLO) NO ANCHOR PAIR REO'D IF WINDOW IS 27-718" WIDE OR LESS B, SEE (HEAD & SILL) ot �� SHEET 2 12' MAX. FOR U OVER 39" TALL OTHERWISE 4" T r 39 HEIG A. SEE SHEET2 32' I I I --- — --- ----------- .�.----- .—\_I � / I \ / \ VISIBLE LIGHT I HEIGHT / I \ I I I (DLO) 6" MAX. B —i-I 4" MAX. '�— 23" MAX. O.C. USE ANCHOR PAIR FOR UNITS SHOULD BE SEALED. OVERALL SEALINGIFLASHING OVER 27-7/8" WIDE (HEAD & SILL) STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE TYP. ELEVATION OF AWNING WINDOW CTONS OF THE 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 6) WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE GENERAL NOTES .............................1 SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION.. ..................................... I ON THEM BY THE WINDOW. GLAZING DETAILS ........................... 1 INSTALLATION ................................. 2 7) DESIGN PRESSURES: ASSEMBLY TUBE DETAILS ............. 3 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL ANCHOR SPECIFICATIONS............ 4 TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES ..................... 4 ASTM E1300. DESIGN PRESSURES ...................... 5-9 B. POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILS/BOM.............. 10 PRESSURE, STRUCTURAL TEST PRESSURE, FRAME EXTRUSIONS/SPACER.................... 11 ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. ••• • . . ••• • . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . 5/16'LAMINATED 7116'LAMINATED GLASS STACK I • • • • r GLASS STAC: • • • • OW IFOL*PVB •• • • 1/8' ANM�•LD • A�E�INC. • • • y1` AN!EA • 4BLASS • • •Gu` U/--\o NNEMA• • EXTERIOR S EXTERIOR ft3B a a 35S BITE• • 35 JITS 3 AAX. • • • • • r\ .0B, SGO BY KURARAY AMERICA, INC. 3/16' ANNEALED GLASS 1111 cuss BITE GLASS TYPE 1 GLASS TYPE 2 718" NOM. GLASS STACK 5116' LAMINATED GLASS STACK 118' ANNEALED IT GLASS 7116'AIRSPACE .090' TROSIFOLO PVB 1/8' ANNEALED OR BY KURARAY TEMPERED GLASS AMERICA, INC. 1/8' ANNEALED GLASS EXTERIOR 11/16' GLASS BITE Glass Types Sheat # 1 5/16" Lami (1/8" An - .09(' PVB - 1/8" An) 5 2 7/16" Lami (3116' An - .090" SG - 3/18" An) 6 3 7/8' Lanni. IG (1/8' An - 7/16" Air- 1/8' An -.090" PVB -1/8" An) 7 4 7/8' Lami. IG (1/8' T- 7/16' Air - 118" An -.090' PVB - 118" An) 8 5 718' Lanni. IG (3/16" An - 1/4" Air - 3/16" An - .090' SG - 3115" An) 9 6 7/8" Lami. IG (3116" T -1/4" Air - 3116" An - .090' SG - 3/16" An) 9 "PVB'=TROSIFOL PVB BY KURARAY AMERICA. INC. "SG"= SENTRYGLAS® BY KURARAY AMERICA, INC. 1111t I111111r7 LIN 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN CODES / STANDARDS USED: Q ,....... ` 't�-'•\.\CEN4'• ��( DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION BUILDING CODE STH EDITION • �� STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN FACTOR •2014 FLORIDA (FBC), -ASTM E7300-04 `� P�: ;�.� * ; NO. 58705 '•: OF THIS PRODUCT. THE 1.6 LOAD DURATION WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE•, •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SIOO-12 p = I } ((/ REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR •AISC 360-10 ;0'•, TF CORROSION RESISTANCE. (C'•.F�ORLOP.•''�\?� ' �yys 9) REFERENCES: TEST REPORTS FTL-7061, 3579, 3580, IYONAL ? Ar 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NO& 1111111111 ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM A. LYNN MILLER P.E. ALUMINUM DESIGN MANUAL. P.E.# 58705 GLASS TYPES 3 & 4 TW NON. GLASS STACK]� 7/16'LAMINATED GLASS STACK �!Wlff' 1W AIRSPACE ANNEALED GLASS 311C ANNEALED GN' SG• BY KURARAY OR TEMPERED GLASS AMEPoG. INC. 3AT ANNEALED GLASS EXTERIOR 11/1 G GLASS BITE 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941) 480-1600 COPYRIGW Z17 PGTINDI/S RESERVED INC. ALL RIGHTS RESERVL� CERT. OF AUTH. #29296 PRODUCT REVISED rkila GLASS TYPES 5 & 6 Duild ognC.ode ng LihtheFle14- Accepnuce No W�`�`•��.1 isee By: Date: Redsion E"��10°������� JR 05/25/17 UPDATED ANCHORAGE B; L PER FBC 2017. 1pa• CUelial used By: Dote: Rev�sian Descnptio or w� oy: GENERAL NOTES & ELEVATION J ROSOWSKI rate: Dote: AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale: Sheet: Drawing No. Rev: AW-740 NTS 1 OF 11 MD-AW740LM C INSTALLATION OPTION 1 EDGE _ DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. JAMB HARDWARE WINDOW HEIGHT BUCK HEIGHT VISIBLE LIGHT HEIGHT (DLO) 22 ATTACH ED TO FRAME & VENT JAMB O ATTACHED TO FRAMEJJAMB ATTACHED TO VENT VENT I L JAMB INSTALLATION — EDGE DISTANCE OPTION 2 —� CONCRETEICMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. EMBEDMENT REQUIREMENT 1/4" MAX TYP. ANCHOR SHIM TYPE, EMBEDMENT 4 AND EDGE DISTANCE PER 8 32 3: SUBSTRATE, SEE \ TABLE 3, SHEET 4. B EDGE DISTANCE• ATTACHEDTO C EDTO VENT SILL ATTACHED TO 1 FRAMEJAMB EMBEDMENT 35-37 I 1 3 70 ATTACHEDTO 5 VENTJAMB OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS NOTES: \ 1) USE ONLY SUBSTRATE -APPROPRIATE 1 ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION ATTACHEDTO OPTION SHOWN MAY BE USED ON ANY FRAME JAMB SIDE OF THE WINDOW. ATTACHED 2) ALL WOOD BUCKS LESS THAN 1-112" TO FRAME THICK ARE TO BE CONSIDERED 1X JAMB INSTALLATIONS 1X WOOD BUCKS ARE SEE DETAIL Al. BELOW INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL BUCK WIDTH ATTACHED TO FRAME SILL VISIBLE LIGHT WIDTH (DLO) — WINDOW WIDTH HORIZONTAL SECTION A -A I ATTACHEDTO VENT SILL / NOTES: / / \ 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION 10" MAX. ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX F— _ / FROM EACH SIDE OF THE FRAME / \ ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET 4. 87 EDGE DISTANCE DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR ID VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH-7 HEIGHT: WINDOW HEIGHT-7 EXTERIOR 82 v DETAIL 5 O Al DETAIL PRODUCT REVISED A2 a= complying with the T•Smift 2'iIdiog 8 80 Acceptartx No L'f 4✓ 1 1X WOOD I E:qt._ DYe 1984 BUCKSTRIP, ���� NY LYNN �,�� �;,e� Dc+e: ! • Re•sior• • • SEE NOTE 2, �?O...... . '� J R e�:5� 7 NOS H1tGE,S THIS SHEET. , Dede 1 THIS SHEET. L 3F Q�' Wised D•: • • Re+s,o� • ,' ' TYP. ANCHOR TYPE, 1/4' MAX SHIM ND. 58705 000 • • • • • • • • • EMBEDMENT AND EDGE — * 1 'k — DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET 4. Descnpean: Drawn By: CONCRETE EMBEDMENT .. OrP_ �`GENERAL NOTES & ELEVATION J ROSOWSKI PER ANCHOR ' O S TE[(, 1070 TECHNOLOGY DRNE• • T,Ae• Dote: REQUIREMENT .' �� '•.FCORIDP.-'- \�� N. VENICE, FL 3427E • • • INSTALLATION OPTION 3 (941) 46D-1600 • • AI�NING•NQVD(SW DETAILS• L;A & SM 08/08/12 EDGE DISTANCE S'ONAL �r1 ``� cowalGHromit • INSTALLATION ANCHORS THROUGH ','r h 1 1 I t 1111 Pw ")usta ' we. • sen�/dl.d l • iWe: [he* • • Drawing No. Rew: ,x Bucl(sTRIP INro MASONRY. VERTICAL SECTION B-B LIILLER P.E. ALR10NiS 1� . • A. LYNN AW-740• NTS 20F•11 MD-AW740LM C P.E.R 58705 CERT. OF AUTH. #29296 OPTIONAL. UNIT MAY BE INSTALLED —1 )� 10" MAX j DIRECTLY TO SUBSTRATE. WOOD BUCKS 1--� SEE DETAIL A2, BELOW DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) i 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. MAXIMUM 1g SHIM THICKNESS TO BE 114*_ 10 A-_ - —1 Anchor Requtee on each Side of the Fame Ass.Tub. (FAT) LL 10 Window Width Anch.Typm A I B. C & D 17' .25.9" 1 0 2S+ 1 1 LL Window Hs9111 Anchor Type A B. C & D lr-25.9' 1 0 2G+ 1 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AWNING (X) WINDOW HEIGHT WINDOW I WIDTH tom' 740 SERIES AWNING EXTERIOR WINDOW I -I FOR SINGLE UNITS: 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 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. ... . . . ... . . . . . . . . . . . . ... . . . . ... . . AWNING / AWNING (XX) AWNING / CASEMENT / FIXED CASEMENT fXXlO) • FIGURE 1: I'F 10-, SEE NOTE 7. THIS SHEET • • • : • FIGURE 2: 740 SERIES AWNING mf 1 WINDOW C C / D FRAME �� • • • • • ASSEMBLY • • TUBE 10', SEE NOTE 7, D • • • THIS SHEET 740 SERIES \ • • • • • / —CASEMENT IWINDOW / 740 740 / E / SERIES FRAME SERIES FRAME AWNING ASSBLY AWNING ASSEMBLY WINDOW TUBE WINDOW E TUBE —_ 1 / / \ 740 SERIES FIXED WINDOW MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FRAME 740 SERIES AWNING EXTERIOR AWNING ASSEMBLY TUBE WINDOW WINDOW L HORIZONTAL SECTION G-C EXTERIOR a 'SEE PRODUCTS NOA FOR INSTALLATION SPECS • DI NSIQQIa SFiOWR ARE WINDOW IME SIONS` FOR & INDIMIJAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES 740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING CASEMENT DETAILS. WITH MIN. X 1' SHEET WINDOW WINDOW HE SAME METAL SCREWS. USEE THE SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. FRAME FRAME ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY -ASSEMBLY TUBE NOT EXCEED 62' IN LENGTH (AS USED TUBE IN A63' FLANGED WINDOW) OR BE MIN. # 12 X USED IN TEE OR CROSS 1' SMS CONFIGURATIONS. 740 SERIES THROUGH CASEMENT INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS NOT WINDOW HOLES REQUIRED BE CLIPPED TO THE SUBSTRATE.. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 740 SERIES 7) FOR ALL COMBINATION UNITS, EXTERIOR FIXED ADDITIONAL INSTALLATION ANCHORS a CASEMENT WINDOW MAY NEED TO BE INSTALLED - THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. Adollional Inchon RpWnd.n.aeh 2) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE- OR -DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). Skl•dth. F.—A s Tubr (FAT) f. LL WiMow WI3h A.Ih A T I S.CBD .T 1T-25 1 0 26'F 1 1 r LL Wind— HeipN Archon T A S. C 6 0 17'-25.T 1 0 2S+ 1 1 Pc,ODLICT RFvtsro .n Ykdb cardYnnti e, pinup. Doe Tn W aQ Z Q U) =p J U < O w =11 Q co � N w H N O m 3:o �Z o vco co O Wp Z 0 O O ..w Z Z i o 0 0 \Q u� 4j o oLLQ =p rn o� •�w o Firms o m Mzwe a q wQ2 o ~ z v , o � � Z U .11 "o `. LYN I''% No. 58705 •: � .•jeL ORIDP.•'•� \�� i CCSi • • . �1' P.E.# 58705 DDDD�DD�����OD��D�D�DDDDDDDO�OODDOD�DO�O ��©©©©0©©©O©©©DODDOODO��DODOOODOOODDDDO�O� .��o©©000©omo©om000monomoonmono������������ :��oo©omo©om000m000m000m000m000������������ ��mo©om000m000m000monom000����������������. USt I HIS In ......v„v,r=,.o,,.a.n,v..,.e.,.�..,,.vv............. .. ..�....��.. ..... ... ..... ......__. ... ..._.._.. ......_—__..._ OR HEIGHT DIMENSION SHOWN ON THE TABLE.. tka0 Arch. Sudstrsle Mn Edge Dist— Mn. O.C. Distance Eft d tend Anchor PMe R.Wi. l #12, steel SMS (GS) 1 SW3-75 Akxrt 3r8' Sir .05r N. A36 Steel 3W 5/r .06r No A653 Stud, Gr. 33 3r6' 5/r .015 20 G. No A #14, slael SMS (GS) .#14,410 SS SMS S. Pne Sir 1' 1-W Ne 6063-T5 Alum. 3/r 5/r .0fir W A36 Steel 3/r 51r .7 l40 A653 Stu4 Gr. 33 Yr Sir .0/5', 20 Ge. No B 114' steel Ultracm 2.65k Concrele 2-1/7 4' 1_1r No Holl- Block 1• r 1-11r No Holkw Bkak 2-1? r 1-ve No 114' steel Utrscm Hollow Block 1• r 1-114' Yes C 1/4' 410 SS CrteFles 3.35k Concrete 1' S 1-3/4' eb Hobw Block 2-1? S 1414' No :2. steel SMS (GS) a #12, 410 SS SMS S. Plro 'Jr 1' 1_/r Ys 6063-TS Alum 3'r Still .07ir Yee A36 Steel 3'r S/r .05v Yes A653 Stull, or. 33 3'r Sir .015' 16 G. Yes #14, steel SMS (GS) m #14, 410 SS SMS S. Pwe Sr 1' 1�Ir Y. 6063-75 Alum. wr Yr .071Y Yes A36 Steel 3r6• Srr AST Y. A653 Stud, Gr. 33 3rr 5/r ur .o, 1s 0. Yes 0 VC steel Ut— 2.1, r —te, 1' 4• 1-3/4% Yes 2.&% Cancrre 2-1/7 4' 13/r Yes Hclbw Bbck Felod Block 2-1/7 2-112' r 4' 1.114• 1-3/4' Yes Yee 1/4' 410 SS Cittt�� 3.33k Carcrata 7' r 1J/4' Yet HE ME 25' 6. 1' Yet Hollow Bieck 2-1? I r 1-1/4' Yts 5/16' steel Mtracort 3.1k Cmcmte 1-114' S 111* No Helkw Block btfr S 1-1/f Ib Fled Bbck 1 2-1/7 1 5' 1 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7/16• ANNEALED LAMINATED GLASS, 1/4• MASONRY ANCHORS INTO CONCRETE, +70/-70 PSF DP REQUIRED AWNING ANCHORS: A) FROM TABLE 9, ANCHORS C d D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD 6 SILL D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD B SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 9. A 34- X 61- FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE EXCEEDING THE REQUIREMENT OF +70/-70 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Materiel AtiltFr. Mkl. F, Sled Screw 92 ksi 12D list 410 Screw 90 ksi 110 ksi Elco UkraCant 155 k51 177 ksi 410 SS Elco Cele-RmO 127.4 kd 189.7 ksi 6063-T5 Aktmintm 18 ksi 22 ksi A36 Steel 36 ksi 5B ksi Gr. 33 Steel Stud 33 ksi 45Itsi TARt F 4- Head Snubber Locations Gloss Type: PVB (rypes 1, 3 B 4) SG (types 2, 5 a 6) None RsgLdmd 20' max. from esch end 6 27 — O.C. SAMPLE CONFIGURATIONS: 10' ►}� 10' 4- � +I 4'—� a• � yi 4- I 10.6" ll - 61• • I •1 —• •�•• •• a to • • • • to �oi • • ii+ ?1•e;l • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED . u rA,,irtS with the Flarids Butld'Ing Code Expire» . D!e 3 Sami C6 W o . J 00 o W 'a .o 0 Z J LL .O Q d W e� CV N_ O` Q Q Q V) oZ Z6 u co > O N s� a o Z>_ Z 0 m� .oZ o> \Q �\\ NY LYNN c-ENSF M!!� * : NO. 5870$ i .• "/"'ONAL E��,, r 7//I 11111 A LYNN MILLER, P.E. P.E.# 56705 ' Design Prasue (pe0 is Single W4id-. All Arches Goups Whims Width uM• 27 2S15/1e• 27-7/5• 303r4' 32' 34' 1 37• 46' 53.1/9• 60' +7d-90 .7a-90 .701-90B7.3 .7a-90 .701-90 +7a-90 +ra-90 +701-90 a7a-90 +701- 90 +ra- 90 .7a- 90 +ra- 90 +ra- 90 +ro-90 +ra- 90 +ra- 90 ,701-90 ,ra- so .ra-9D .7a- 90 +ra-90 .7a- 9D +ra-90 ,ra- m .ro411 +ra-n.2 +7a-90 +701- 90 +701- 90 +701-90 +7a-90 •7dd9.2 .7d-7T9 ,7a-90 +ra-9D +701-90.5 +7dd3.7 +70149.6 +701-74.3 F7(r +7a-90 +7d-90 +7a-903 aro-T9.4 ♦ro-75.8 +7d-70.1 a701-90 +7a- 90 a7d- 63.5.3 +7a- 73.4 ./.694 .701-90 +7a47.2 +7a- n.13+1-65.4 +7a- 90 +7a- 64.6 +7a- 75.2 +701- 90 +701- e0.4 1 +70/- 70.9 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PV¢ - 1tr94NJ • • • • • • -PVB'= TROSIFOL®PVB BY KURARAY AMERIOV, INC. • • • • • • • • • : • j • • • • .L SEE SHEETS 1 &4FOR •• ••• • • • • •• WINDOW WINDOW • • • HEIGHT ANCHOR • • • • • • • • • • • LOCATIONS • • • • • • • • WINDOW AND • • • • • • • • • • • • • WIDTH QUANTITIES. I ABLt E: Design Pfeswle 1p6l) 6r W a s A1lacnea M a VMh al Fra11e Assembly Tube WIMOA WM01 urGel 23• 2575116• 27-7re• 30a/4• 32' 31•E.673+7(Y492 46• 534/rd72 A IIR GWp Aura Gray Anchor Gwp Aaha Group Amha Group Anchor Gmpina Ancha Group AlXha Gray A B C D A B C6D A B CeD A B. CeD A B. CeD A B.CeD, CeD A B.C&O A11 fim +7am +AF00,ram .lam +ram +lam +7a-90 .7dm .lam .lam +701-90 +7am .lam «7am +filmA/m +7am +7dm +ram '.filmfilm +7am +ram +la-BO .7am «ram +film +7am +A/m +7fUm +ram *ram cram .fi/mfilm+rom +7am +7am+ram aro-752 +ra-M9 +7am +ro-&3i +7am +ram +ra-nA +7am +7am +fi/m +7am +7am .7am +7am .7am 7am +7am +7am +ra41.1 93se' +7a-72.3 H-579 .Ib9.9 .ram N44 +ram .ram .149.6 +film .ram +70/41 .Alm .7d-n.9 +7(Vm +7d-733 .7dma$fl_2 +15/.2 +7a-n.B5+7amHAl-066 .7dm +/-50.3 e7adD.6 +7(Vm Hbfl4 +7fU-06.3 a/53.7 +7ab37 +/b1.9 +7a-A.6a-743HJ6.5 a/S57 a7a-a7 +/.615 +70/425 +7am +/d7.9 +ro-76e +rom +!b51 +ra323 +/b26 aAr-794 +1369 .7IN-756-A.1 10' MAX. FRAME ASSEMBLY TUBE WINDOW HEIGHT I ADDITIONAL WINDOW ANCHOR WIDTH (4), IF RED. LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. TABLE 7: Design Pm- (pat) for Wlnd w Attached to a Haaaeal Fame A-bly Tube Wean Bwindow unmr23' 25-15t1S 27-7/6' 31YY4' 32' 34' 3r 48' 53-116' 6D' Archon Gray A-l- Grasp A h. Gray Arolw G-p Archon Gmup Anehm G/ay Ansha Group A.WGmup Anclw Gaup Anchor Gay All A9 All All All A B C 6 D A 1 B C& D A B I C D A B C D A B C I D under 2r +70fm +701-90 +701m +70/m +701m +70190 +70f46.2 +7am +7am +701-79.2 +70fm +70/-79.5 +/43.7 +70/-76.3 +71Ym +/49.9 +/55.2 +/46 +7a40 +/-61 +/4&9 +/Z&5 +7am 25-15116 +701-90 +7a4)0 +70/40 +7am +70(m +701m +70490 +70/40 +701-87.6 +70/40 +70040 +701-70.5 +70fm 1 +7a410 +701m +141 +701m +701m +7am +1-S4 +70/46.6 +7a40 +70f40 39' +701m +70/m +70f-90 +70(m +701m +7014D +701m +70/m +70147A +701m +7a40 +701-70.3 +701-75.1 +7a49.0 +70040 +140.7 +145.1 a701-n.6 +70131.1 +/M.9 N37.6 +/b&9 +75i-71.2 545/e' +701-90 +7am +7am +7am +7" +7a45.5 +7am +7am +701-79.6 +7a39.2 +70d49.2 +/43.2 +7a-77.9 +701-n.9 +70'-n.9 ex +701m +Tam +70t-90 +70136.5 +70f33.7 +701-79.6 +70479.6 +70f-79.6 +7d-74.3 +70/-74.3 +70/-76.3 q g 63' +701m +70/m .70'-90 +701423 a7a-79.4 +7a-7s.6 +7005.6 -701-75.6 +70/-70.1 +701-70.1 +701-70.1 Or +701-90 +70140 +7a43.5 a7a-76.3 +7a-73.4 +149.4 +149.4 +/49A 77 +701m +70f-e7.2 +70/.77.4 +1b9.3 1 +155.4 7r +70/-90 +7a44.6 a7d-7s.2 +145 ed' +ra-90 +7d30.4 +70 -A.a NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. I - FRAME WINDOW ASSEMBLY HEIGHT TLIBE � 11 W MAX �1 IADDIT ANCHOR (4), IF RED. WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHE 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. i9i6: MC*f REV ISEO av sezy-.7yiAg with die Fwds 6.4d.g Cod^. gg rl4cr,+/anrc ND'l..3Y1-11--V.. l+7 E�irazioD Dace e � J O J W H H aQ 0 L7 � e� W Z_ D� o Q J 'm J 0 W Q m If) w w o N O W � m Z 8Z o° O 150 Tn 0 W Z O O 0 n mIn w 00 m0 �� �� „w ? u1 rn ® oev oo N >n o- •�W = o�rc Zwm oo w z U ET'311Y LYNN � �•••L\GENyF'•, * : • No. 58705 L( i FS1-�'•FLORID/`..-'G\�1;• A.1ONAL C11t)li (.1)LLER` P.E. 1 De.Vn PRasue (pe01r Singe W rdoaa, AC Arch Groups Wtalow Width urtlr 23' 25-15HB' 27-718' 1134' 32' 3r 3r 4r 53.1V W urar 23• .9of-130 +Bd-130 .901-130 +9p-130 +9W430 +9d-130 +9p-130 .90/-130 +9p-130 +9p-130 25-15116' +M.130 +9d-13D +9d-13D +90f-130 +W-130 +901.130 +901-13D +9d-130 +9d-130 .9D/-13D 3V +901-13D .900-13D +W430 +9d-130 +M-130 +9d-130 +9p-130 +91W-13D +9a-130 +9d-128.8 50-&0* +--13D +9a-13D +ml-13D +Od-130 +9d-13D +9d-131 +9p-13D +9a-131 By a9p-130 +904130 +9a-13D +1104130 +9p-13D +9a-13D .90r-130 83• +W.130 +9d-130 +Bd-130 +W-130 +9d-130 +90113D +9a-129.6 Br +9p-130 +901-130 .901-130 +901-130 +90f-130 +Bd-13D 7? +90f-130 +9d-130 +9d-13D .9p430 +9d-130 7B• +M.130 +90/-130 +913f-13D +901-13D er +9d-13D +9(V-13D .90/-13D FOR GLASS TYPES: 2) 7/16e LAMI (3/16e AN - .090a SG - 3/16e AN) 'SG'= SENTRYGLAS%Y KURARAY AMERICA, INC. SEE SHEETS 1 d 4 FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS AND WINDOW WIDTH QUANTITIES. Design Pr-ure (MI) kr Wi Bowe Ao h d to a VrOW Fr- Aaaerr j Tube Windo. Y HBr u dff 2r 25-15/16' 27-71W 363f4' 32' 34' 3r 46• 531/r BR MM Grail Arch Gray Arch Group p AGroupfor Gp AnoGroup Arch Group AncNa GroupArch. Grup Am or Group Arch Group A B C D A B C&D A B C&D A B, C80 A B. CBD A B, CBD A B C&D N N AN under +7dm +7dm •7dm 1701-M +7d-m +7d-75.2 +Tdm +7dm +70142.9 ad-m +7d-m +701-m ad-m +7d-m +701-m +7d-m +701-m +701-m +7d-m •70/-m a701-m +701-m -701-m +701-m +7dm •7d-m +7dm +7d-m +7d-00 +7dm +7dm +70/40 a701-m +7dm +lam •701m +7dm +71Vm +7am •7dm +7dm •7dm .7dm .7dm +7dm .7dm .7pm +7dm +7dm +7ai0 +7di0 +7dm +7am +7dm +7pm +7pm +7pm .7dm +lam a7dm +7pm +7pm +7dm +7dm +7dm +7dm+701-723 +/57.9 +f40.3 +7d-m •7d-m +700D +7am +Td-N.4 +7d-m +Tam +7d-01 +TYm +7d-77.B •7f9m +7d-73.3 +70/m +701-0B.8 +7pm •7pm +7dm +161 +/-08.B +/58.5 +7d-m +7d-01.1 +70'-06.8 •7dm +7d-75.5 +7dm6 +7dm +/BB.1 s7dm •/45.7 •7dm •I-01.8 •7pm •id-75.8 +Tpm.158.1 H46.5 +/55.7 .7d-08.7 +M-" 2 +7d412.5 •7d-m +1d-71.B a7pr-T8.8 a7dm +/65.7 +7dm •I52.8 •7dm of-SB.B •7014D +701-722 +70/-86.7 •7d400 1 D'MAX. FRAME ASSEMBLY MBLY BE WINDOW HEIGHT.ADDITIO ;-(ANCHOR NAL -----���111II WITY_ (4). IF RED. D i rP-M WbWb` ]SAPMhed b■Ha octal F-Aumbly Tuloe WIUIr Bwtropw unr �' 25-15nS Z1-71B• 37 34' 3r 46• 53-Ur m' MM Grab ARM Grail ARM Group AM ARM bap MM(Yaq Arch Group AR Grasp ARMGrwp AroM Group NI AM N A9 A B C&D A B C&D A B C D A B C D A 8 C D urmr 23' 25-15f W .7am +7am +7dm .7am +7pm +7am j.7WW .7am .7am +7am .72m +7p-862 .7am +7am .7dm +7am .701m a7a-792 +A'm +7am .7am +70095 .7a88.1 +/E37 .7am +7a-76.3 .7010) +7am cram +/EB.9 +7a-76.3 +/45.2 .ram .1-66 +7am .Rlm +7am .141 +F67 5 +-O9 .701%6 .1-68.5 +70/m +7am .7am 37 .7am .7am +ram +7am +Tam +70m .7am .7am .7am +7am +7am +7pm +7dm .7am +7a-71 +7p-013 aam ♦70'-00 +f£29 .7a-T2 +701W2 +7am ♦ 3 5D.&r aam .7am .Tam .701m .70m +701m +7am +70m .7a4)D +70140 .7am .7a410 +71Ym .7dm S 6T .7a40 .7a4D +7am .701m .701m .701m +70f490 +7014D .701m +7am +70m 69' aam .7am .70fm +700m .701m +Tam +71Ym +70/40 +T(Ym +701m +70/40 6T .7am .7am .7am .Tam .7a4D +711m +7am +7pm 72 .7am .7am ail-m .7am .7am 76' aam .7am +70fm aam Bf' .7am .7am .70'-9mo NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PRODUCT RHVL46D eo Pl"crierIeFb" AAuifd;o8 I 0614.2D F-Vimqm Da. g M3 Btu• .1 ProDaa C007/0i L U o J W n a Q ❑ C7 .o ❑ H Z 06 Zj o SEE SHEETS 1 84 Q FOR WINDOW ❑ ANCHOR c d r LL LOCATIONSAND fi 0 QUANTITIES. SEE W J m SHEET 3 FOR ANY n N ADDITIONAL d co ANCHORS ,r fn W REQUIRED FOR pp W ❑ c THEFRAME N O 'o Z ASSEMBLY TUBE. o 11•) o GO ❑ O '^ L FRAME WINDOW ASSEMBLY HEIGHT TU E ITWINDOW CHORWIDTH IF REO. P4), • LOCAT_NS•ANP QUANT•TIEa SBE SHEET • 3 FOR ANY AMIOINAL ANCIRORS • REO•IRED VORBTHENFRA.1E MOMBLY• •TUBE. • • • • • • • • •• ••• •• • • • •• .• ••• . ••• . . •• • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • O U ❑ W Z OO Z C9 n u to to .Q Z o" �0 &0 a�5 oZ N¢ „W ® 0 n oNo Y r7 ro iZ �7y8� O18 = K0 ?gyms a z wz ..¢ o � � W o� V LYIYAI � �'t:. '•�10ENSF'• �C�� * No.58705 *= ��%••• 577EZORiO a S�ONA1L A. LYNNIBIILLER P.E. P.E.# 58705 ... . . ... . . . .. .. .. . . • • .. . . . . . . . . . . ••- FOR GLASS TYPES: PRODUCT nVISE47 TABLE 11' • • • yy �mllymg with 1ue Florida 3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .0W PVB. i/8" A) • • • • • . . . . . • . . . . Beu: a, "' 614 2D 'PVB'= TROSIFOL PVB BY KURARAY AMERICA, INC. • • • • • • • • • • • A`�. P1°"a • • 064, .. • • • ey /Card / M em SEE SHEETS 1 84 FOR •• ••• • • • • •• WINDOW WINDOW • • • HEIGHT ANCHOR • • • • • • • • • • • U LOCATIONS • • • • • • • • • II AND ••• •.• • • ••• • • ••• Y'� W� QUANTITIES. C) m a TABLE 12 W Z 2 10• MAX. �{ FRAME Q J ASSEMBLY r TUBE a d Ur LL 0 O WINDOW J m h HEIGHT (L N (� LLI �� WINDOW ADDITIONAL w Q (n hFF'fff"' ANCHOR In Op d F- WIDTH (4), IF RED. CV O Q Z 80 o0 U) 0 SEE SHEETS 1 & 4 FOR WINDOW U) ANCHOR LOCATIONS AND QUANTITIES. Y Y W Z SEE SHEET 3 FOR ANY ADDITIONAL (n (n O ANCHORS REQUIRED FOR THE FRAME d V ASSEMBLY TUBE. 0 O Z g 0 m 0 ain "z ¢ „Lu TABLE 13 Q FRAME WINDOW ASSEMBLY = N N HEIGHT TUBE ® > n N 10'MAX. �LL ga 0 ZUm ��¢ a wz f �z ADDRK) u i I WINDOW ANCHOR o WIDTH (4). IF RED. w U Z U nl SEE SHEETS 1 & 4 FOR WINDOW ANCHOR ONY LY/yN LOCATIONS AND QUANTITIES. SEE SHEET \ -, . • --. dl� 3 FOR ANY ADDITIONAL ANCHORS ��:.•' 1,10ENyF'•. `�F REQUIRED FOR THE FRAME ASSEMBLY R': - •. TUBE. _ * ; No. 58705 �,� ORID NOTES: ,'ONAL 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. I L 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A LY .E A158705, P.E. P.E.%50705 Design Pressure (psQ tr Single wiidosrs, All AncMr Groups WinEow WiQh underza• zstal6• z7-7ro• ao-ar4• az 3e' ar ore' Satle' 60- w�,zr .Tor-90 .Ta-90 .Tor-90 .ro-90 a7a-90 ,ra-9D a7a-90 «7a-99 +7a-90 +7a-90 2s1s1a a7a- 90 .7D/- so .ra- eo .ra- 95 «ra- so +ra- 90 ,7a- 99 r7a- 9B .7a- 90 +ra- 9D �• .ro- 90 .Tor- so •Tor- w +Tor- 90 ara- 99 a7a- 99 .7a- so +7a- 90 .Tor-0a.2 .7aaJ.1 sosa• ara-90 .Tor-w ara-9B +7a-eo .ra-w +7a-99 .ra-90 +rom 60' ara-90 a7a-90 ara-9B arod8.8 aro-05.8 +ro-01.7 a7d-76.2 63' era-90 +Tor-90 a7a-90 ♦7d84.4 arod1.5 a7d-77.5 a7d-71.9 Im .7a-90 .7a-96 ,7adse.7a-7sa ,7d-n.z 72• rra-90 rro-09.5 +7d-79.4 +7a-71.1 H-87.1 78' a7d-90 a7d-06.B .7a-77.2 ,F 66.8 &• a7a-80 a7d-825 a7a-727 A Design Pre4aure Ipsq tr Wsrbwe Aitact•d to a Verecel Frame AssemM/ Tube wirm"• wwm ui0er 23' 2St5/18' TT-718' 30.Y4• 32 M' 3r 48• 53-1/B' Ba AMha Group AreMf Group Arwhor Getup Anchor Group Anchor Group Arohor Getup Anclnr Gaup Anchor treup Anehor Gmip Anchor Coup A B C D A B C80 A B CBD A B,CBD A B,CBD A B,CaO A B,C&D A B,CdD A B,CAD A B,C80 unite! 23' +Tor-90 +7d-90 +rom a7dm arom a7am +ro-90 ara-90 rra-90 +Tam arom a7d-90 a7d-9B ♦rom +lam ara-80 aro-90 araao ara-98 a7am +lam aram a7d-90 +Tor-90 � zslslls• .lam .ra-so +ram +Tam .lam aram a7a-90 +Tor-90 a7a-90 .Tam +lam +lam +Ta-90 .ro-99 +Tam a7am .lam aro-0o .7a-90 +ram aTam +Tor-s9 .7a-90 +Ta-90 3P +lam a7d-75.2 a7a-09.9 +rom aTa-03.1 +lam +7a-90 a7a-77.4 +7a-90 +7dm +lam +7a-90 a7a-88 +7a-90 a7dm +7dm +7aa7.4 +7dA0 a7a-80 a7dm +7d-01.2 +7ad3.2 +1a-71.9 +7a-73.1 58-SB' a7d-723 ♦/d7.9 H4iB.3 +lam +181 +rom +7d-80 +1-59.8 +7a-90 +lam a7d-01 +7a-80 +78'-77.9 a7d-88 +7fV-73.3 +7dm H$7.J a7d-W a/d4.2 a7dm BP N-01 a/J8.9 Hd8.5 +lam +ld4 *ro-08.8 +lam al.A3 a7dm.6 arom +Iffi.4 +ro-08.8 HdS.T +ra-0S.8 H-01.8 +ro-07.7 H38.8 +701-78.2 � 83' +/d8.1 +/<8.5 Hd6.7 +ro-08.7 Nd1.5 aro-02.5 +ram +117.9 aro-78.8 +lam H-05.1 +7dd4.4 a1-028 +7a-01.5 a/58.9 +7d-77.5 Hd4.i +7a-71.9 Design Pnswre (DKl tr WYIGD/a Attahee b a Marixor/3 FfdmeAOtlnet/ Tune wrmw wlan B duca• as-1y1e v-ne xalr az 34• a7• 46• ssv� ®• AMllaf Grout ARM! CAP AMMf GwP Afc Mf Grail ARM! Gor4 A1KhU �P All[110f GOlq Anchor Grail Art Mf Grup Anchor S+muP NI AN N All Al A B CBD A B CaD A B C D A B C D A B C D urloer 2l' +Tam +7dm +lam +lam arom +lam +7a-0G.2 rrom +lam «7a-79.2 +lam +ra-T9.5 elbJ7 a7a-763 +lam aldB9 +1352 rlE6 rrom H-01 Hd8.9 Hde.S a7am 2515'16' r7am aram r7am +lam a7dm a7am +lam eram a7a-07.6 a7dm eram a]d-78.5 •lam rrom arom a/oil arom a7a-90 a7am Hdd +7dde6 ♦rom a7dm JP a7am aTam +lam arom arom a7am a7am aram +TadT4 arom rrom +7a-T03 aro-73.1 e7a-099 .lam +/S07 Hd51 +ra-T78 a7aA4.2 HJ4.9 H9.6 Hd8.9 aro-73.1 � 'JD.YB' a7am ♦lam a7am rrom .lam a7a855 a7am .lam a7ad9.8 a7am ,rom NEl2 a7am .lam a7dm i 6v .lam .lam .rom .7a-ee.6 a7affiB +roa17 r7a-01 � «7a-01.7 .rola5.a .7a-T6z .Taafix E sr +lam .lam aam .ro-04 4 .7a-01 s aro-n s +Tor-n.s +Tor-n.s ara-Tt a a7a-n 9 .7aa1 a 6r .lam +lam ara-0s6 .ro-T63 as-7sa .raa1.z +Tor-r z +Taa1 z 7z .ram .lams .ra-794 .ro-n 1 ./-0z1 76' +Tam a7affi8 .ro-77.2 HG86 84' +Tam a7a4Q5 +ro-T27 sR) FOR GLASS TYPES: TABLE 14: PRODUCT REVISED 4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) as cemDHjnBNit6dre F1aida Buldmd Cods 'PVB'= TROSIFOL®PVB BY KURARAY AMERICA, INC. tm- No Due ti .064. By hT Product SEE SHEETS 1 & 4 FOR WINDOW WINDOW HEIGHT ANCHOR U LOCATIONS �I I AND wy'oTMW� QUANTITIES. O m CL r F- as o c� o TABLE 15: ~ Z 06 o 10' MAX. I+- FRAME ASSEMBLY Q J e- TUBE 0 a C7 LL WINDOW ^ J 0 HEIGHT w Q m Cp I I ADDRKNNAL � 04 Q. ~ N I WINDOW I ANCHOR V! W ���""111 wiDTH IiF"��� (4). IF REa Gp LLl d CV O yZ SEE SHEETS 1& 4 FOR WINDOW a"a If) o p (n 0 ANCHOR LOCATIONS AND QUANTITIES. G7 SEE SHEET 3 FOR ANY ADDITIONAL Y �[ LLI Z ANCHORS REQUIRED FOR THE FRAME (n cn L p ASSEMBLY TUBE. � � 0- y� O O Z Z o""> m fn U) g C7 g0 m0 s� vz Q TABLE 16: o « LLI L o 80 FRAME WINDOW ASSEMBLY n m HEIGHT TUBE �OMKAX' M DIT v I WINDOWNCHOR > rn it i ~i WIDTH I'�- (4), IF PEG. a z w V (III I/ SE , E S t8 4 FIR WA AN ���1 NY LYNIV Lb hjlor A�D 9V�71TIis. s�E SHEET �0 ......... 3 FOF�ANY,�D➢ITIQNAVANGHOaS • \ �'t.,•' LICEN,g, C(� • REQUfREP FOB THE Fti4MDAMMBL► Q. •..� • TUBE* • • • • • • • - N0.58705 se p . � ST �J/.��� �•• • ••i • �•� 70NAL�NG�` SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • • • • • A. LYNN (MILLER P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • P.E.958M Design Pmssue (paQ for Single VNirldo"", All Archon Getups Wkdwv Wxith under27 25-tY18' r-7/8' 30.Y4' 37 34' 3r 46' S31/B' 6D' una•z3• ,rom .rom arom +rom .rom ,rom +rom +rom .rom arom zs15-1e ,rom +rom .rom arom ,Tam +rom +rom ,rom +rom .rom 39' +7am +rom ,7a-0D +Tam arom ,rom .lam ,Tam +rom +roa1.2 fi• sosr +Tam arom ,Tam ,rom .rom «rom +rom .roae.e -0i 80• +lam ,lam ,lam aro-00 .lam «lam arod4.8 sr arom +ro-0o +lam +ro-0o ,Tam +ro-0d.1 ,Ta-7e.9 � 6T ,lam +rom +lam aroa7 +ro-03.6 ,ro-79.1 TZ ,rom ,lam .road.2 a7a-79 «ro-74.6 T6• ,rom +lam .roas.d aro-74 M' ,ro-00 trom ,rod0.8 Design Pressure (pcq b Weldoes AtlxMo to a Vemctl Frame Ascemdy Tl6e V✓rieo. wean aloe 23' 2S1S1B 27-7/8' 30ar4' 37 34• 3r 4B' S37I8' 80' ArcMr Group Anchor Group ArcMr Group Archu Group Archon Group ArcMr GmIQ Archon Graq Anchor Group Arches Croup Arch Group A B C D A B CdD A B CdD A B,CdD A B,CdD A B,CdD A B,CdD A B LdD A B,CdD All order 23' zs15'1e ,Tmm ,ro-90 a7a-90 a7a-90 a7b-90 ,Tam +ro-90 +roao ,rom +rom aTam .rom ,lam arom ♦7a-80 ,Ta90 a7am +ra-Do +7m-90 .Tam ,7ma0 .Ta-9D a7IV-98 «ro-sb ,Tam +7a-w ,7b.90 .roao +7mm ,lam ,7fgm .lam ,7mm ,rom +7b-9D ,Ta-90 t7aS0 .Tam a7am .rom a7am .7mm +7bm ,rom ,Ta.pO tTa-90 ,7a-90 a7a-eD � ,7am .ro-7s.z aro-89.9 +7a-w .7aa3.1 .Tam .Taco .ro-n.4 .ra-90 .lam ,7a-so a7a-eo .Ta-90 .rom +lam .Tam ,7md7.4 .7a-9D +7a-9D .Tam .lam a7aal.z ,lam ,roa1.z seas +Ta-7z.3 «/aT.9 a/-09a nano N-04 .Tam .Ta-D5 +7se.6 +ram ,lam .7ad1 ,ra-90 ,ro-n.9 .rom aro-Ta3 .ro-w ,laT.3 a7a-90 .7a-7z2 .7aa6.e ,TmaeB � 8P a/dt al�B.9 N58.5 +7a-90 ,/Ss a7a-08.6 +7m-DO +F50.9 +ro-0D.8 ,lam +/d8.4 +7a-90 a/d5.7 arom a1d1.8 a7am N58.8 +ro-01.6 63• NSB.1 N�8.5 Na5.7 a7ade.7 +la1b a7m-02.5 +7a-90 H-Q.9 +ro-78.B .rom +/-05.1 +7a-BO +la28 ♦rom N-5B.9 aroffi.1 .fd4.1 ,7a-7D.9 Design Pressure g>sp tr W rlarAs A1br KC to a HarIZDK• Frame ASsanmy 7We wNaw wlen -Zr 7S1`J16' Z7-7/B' 30d/4• 37 31' 3r 46• 53-v8• 60' Amnor Grua ArthOr Gmtq AMt1or Group Anchor Gray AKf101 Group AfK719f Grfly Mcnor Group An[hOf Group AKtDr Gnxp AMM Grail All AN AN NI All A B CdD A B CaD A B C D A B C D A B C D uruv 23' +7am +lam +7am +7bm +ram +7m-90 ,7aa6.2 .ram +7aNiD +7a-79.2 +lam ,7a-795 r/a3.7 +7m-163 ,7m-90 .INiB.9 Na52 +/-06 *ram NE7 N�8.9 NaB.S +701m 2S7&16• aimm eram +7a-90 +7aNn +ram +7m-90 «7b-00 ♦ram ♦ra-07.6 *RV-0(1 +7am +ra-705 +ra-m ♦7am +7m-00 +/-0t aram +7mm eram Na4 ,ra-06.6 +ram ,7mm 3ff +7am +ram ,7a-00 .7b JD ,ram +7a-Do aro-0o +ram +raa74 +ra-0o +rom +7a.709 +7a-75.1 .7a-0D.D +7a-D5 +Ia09 Na51 +7m-77.8 ,ra-0o .Id4.9 Na76 .HiB.D +ro-012 r 50.Y8• +7am ,ram +7b-90 .7m-00 +ram +ro-05.5 +ro-90 +7am .ra-0DB +ram +rom .7a-T22 ,7mffi.B .7affi-B ,70/-088 2 60' ,7am +70Im +7a-9D +7m-00 a7bd76 .7a-90 a7m-00 +7am +7f1r-046 Nmd4.6 +7ma/.6 � fi3• +7am ♦ra-00 «7a-m +7am a701m ,701a6.1 ,7mffi.i a7affi 1 a7f1/-79-0 +ro-79.9 +7m-7D.D � 6r +7a-00 ,701m a7am a7a-07 ,7aa3.6 +7a-79.t +7m-79.1 .7m-7B.1 7z +7am +7am .7oradz .ro-n ,7aa4 6 76• a7am .7am +raase .7a-74 B4• .Ta-0o .ram +rama • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' Design Pmeeuro (pq0 for Single Windows, All Arc1W Croups Window YAM u0er27 1 25A5016' 1 27-7/8' 30.3/4• 1 32' 1 - 3T 49' 53-1/r 60' under 23' 25-15016" ♦90t-130 +9a-130 +9a-130 .9W430 +9a-130 .W-130 .9a-130 +Wa 130 .90/-130 +9a-130 .9a-130 +901-130 .9a-13D +9a-130 +9a-130 +9a-130 +90/.130 +901-130 +9a-130 -901-13D 39• +9a-130 +9111-130 +90/-130 .9a-130 .8a-130 +9a-130 +90/-130 +-130 9a +901-130 +w-13D 505nr +901-130 +9a-130 ,901130 +9a-130 +W-130 +901-130 +9a-130 ,W-130 x 60' +90/.130 +9a-130 +91YA30 +M-130 +901-130 .901-130 +901-13D 67 +9a-130 +W.130 .OW-130 W-130 +9a-130 +91Y-130 ♦901-130 BT +90/-130 +9a-130 +90,130 ♦W-130 .9a-130 +9a-130 72 «W.130 +9a-130 +9a-130 «9a-130 +901-130 76' +9a-130 +9a-130 +90(-130 +9a-130 94 +901-130 F7901130 +9a-130 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . FOR GLASS TYPES: 5) 7/8" LAML IG: (3116" AN - 1/4" AIR - 3/16" AN - .090':&- 31V AN) ' " ' • • 6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090"' 3/1� AN) • • • • • • • • -SG•=SENTRYGLAS Y KURARAY AMERICA. INC. SEE SHEETS 1 &4FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS AND ZO T_ �_ IND H QUANTITIES. T ABLE 18: Owign Presque (pe0 br Wrdowa Attached to a Vertical Frame Assemtly Tube Window Width under 27 2515116' 27-7/lr 30.314• 1 3z 34' 37'*71y. • 53-1/8' w Anchor Group Anchor Grwp Arch O.UP Anch Group Anmhw Gmup Anchor Croup Anchor Gauh up AMW C/aup Anchor Grail A B C D A B C&D A B C&D A B,C&D A 8,C&D A B,C&D A B Al N AN udla 27 +1 D +701-90 +7a-W .701.90 +7a-90 .7a-OD +701-90 +ro-9D +7a-90 +7a-90 +ra-90 +7a-90 +701-90 ,701-00 .70190 +701-90 +7aS0 ♦7aW ♦7a-90 ♦7a-90 2St976' +7a-00 +ra-90 +7a-90 +ra4A ,ra-90 +7a-90 +ro-90 +701 +7(w +7(V .ra-90 +ra-90 +ro-w ,ra-90 «ro-90 aro-90 +ra-0o +701-00 -90 +ro-90 «7a-9p 3C +7a-00 +7a-i&2 +ra-NO +701-90 +7a-90 +7a-90 +ro-90 +701-90 +701-90 +7a-90 +7a-90 +ro-90 +ro-90 ♦7a-90 .70/-90 +7a-90 +7a-90 +7a-00 -90 +ro-90 .7000 565'e' +7a-n3 +137.9 +Iffi.3 .7a-9D +ro-90 +7a-90 +7a-90 .ra-0s.e +701-90 +701-90 +7a-01 +7a-90 +7a-71.9 +7a-90 a7a-73.3 +7a-90 +7".8 +M1 00 -90 EO' +1411 +/-48.9 a/58.5 +ro.9D +ro-0St +7a-&6.B a7 "'D ,7a-75.s +7a-W6 +701-90 +IAe.4 ,7a-90 ./-05.7 +7a-00 ,/-a, 8 +7a-90 +7a-is.9 +ro-00 67 H-5B.1 +IY.S +135.7 +ro-ee.7 +ra-ass ,Tor-&25 ,7a-90 +TOI.71.9 +1a-78.& a7a-90 ./ffi.1 +71Y-9D +/-026 +7a-90 +I.5B.9 +7a-90 *7a-Tt2 +7a-B8.7 • • • • • • • • • • • • •• ••• • • • • • •• 10' MAX FRAME ASSEMBLY TUBE WINDOW HEIGHT �� ADDITIONAL WINDOW I ANCHOR WIDTH Fes' (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. TABLE 19: Design PnswR pq0 brW InweS Attached W a Hal2arltal Fume Auernbhy Tube W1�1 RWa1dOv uMc27 25-1'S1E 27-t18' 30.YC 3z x• � 46• �v� � Anch Grote Arth Gras Anch Gtuup Arch Gtap AMW Gray AMh Group Anctdr Group Ancha Group AmIWC#ap Anchor Grasp All AI AAAll AI A B C&D A B C&D A B C 0 A 8 C D A B C D -23• .lam +raep +7a-90 +lam +ra-0D .7a-00 +7a-66.2 +ram +70-90 +7a-792 +ra-0D .ra-795 ./-637 .70'-76.3 +7a-90 +1-w9 +/332 . 66 +7a-00 +/41 «48-9 +/4&5 +70140 25-15116' .7a-00 +7a-00 +7a-0D a7(Y . ": .7a-90 .7a-00 +70/CO +7a-0D +ram .70IA0 +7a4&1 +7a-00 +ra-00 +7a-90 .?Of-763 +7a90 .7a-0o +ra-0o .1473 ara116.6 +ram ♦ra-00 39" +700-03 1 +7W410 +7a-90 +7a40 +70190 1 +7a-90 +70fb0 +701-00 +7a90 +70(-00 .70/40 +7a42 .ram +70140 +701-0D a70-71 +7a41,3 a70F90 +70140 +Ii29 +7a-72 +70f-062 +70140 a 50&8' +7aH1 +7a-00 .7a-90 +rom .7a-0D •7a-90 .7a-00 +7a-00 .7a-90 +ro-00 +ra410 .7&-M +7am .7a40 a70'-0D S 6P .7a-m +lam *7a90 +7a-BO +7a-0o +ra40 +7a-90 +ro-0o .70/-DO +ra-0D +7a-00 +7a-90 +7a-00 +7a-00 .7a-90 +7a90 +701 57 +7a-00 +ra-90 +7a-90 +7a93 .70/-0 7z 440+701.00 E+7. +7&A076' a7a9D 81 0 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME WINDOW ASSEMBLY HEIGHT TUBE �1J0' MAXI_ AODIT I -�I WINDOW WIDTH I ANCHOR t� (4)• IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT REVL.:D M cemplyirg wiN1 *A Filvids Buildalg Cade - A1.c<panoeNo 7-06 E,<p Date By nti T)eda I C O m d ~ (n c r W Z_ °� o a O LL m0 W Q NO a F- W 5 W 04 O aN Z O � �O o0 !n Q W Z O O 0 n Z b (n �; fn o C) 0 m 0 acn "z Q „w aQ 1-0 o oil 4 p Z w m S2 ~>� o D 11I11 I/ `,,N"o LYNyyM'%, xC ENSp * : No.58705 �_ fsTff, � 'PLORIOP.•'•G\�� .S/0NA� E 1�.�. A LYNN MLIER. PE. TARI F qm Item Dwg. # Description Mat 1 7002 Main Frame Head, Sill &lamb B08346 Alum. 2 7071 Anchor Plate 6063-76 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 1 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 ITie Bar Assembly Steel or SS 16 7029 Maxim Projected Operator Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator BackinPlate Steel 19 7051 Operator SacerBlock Nylon 21 7034 O eratorTrack&Slider Steel 22 7073 Projected Hine Manuf. by Truth Steel 24 Snubber, Anti -blowout ClipSteel 32 1 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 ISetting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 6D63-T6 Alum. 37 7059 Bead D 6063-TS Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 899Silicon Backbeddin 60 70D6 Screen Frame 31D5-H14 Alum. 61 7040 Screen Corner Key Polypmpolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Casement Screen Spring Stainless Steel 70 1M Add -on Flange 6D63-T6 Alum. 71 1 7004 Frame Assy Tube 6063-T6 Alum. 72 Maxim Pivot Slider Assembly Steel 80 #8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 11,57 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" FI. Ph. SMS Stainless Steel 83 #8 x 7/8" F.H. Ph. SMS Stainless Steel 84 #8 x 1" FI. Ph. TEK Stainless Steel 85 1#8 x 1" Quad Pn SMS Stainless Steel 86 1#8X 1-1/2" Quad Pn SMS Stainless Steel 87 1#10x 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 1#12x 1" Ph. Pn. TEK Stainless Steel ALL DETAILS SHOWN FROM THE INTERII AS RI TAB ON`GENSF M//C�� * ; No.58705 its ,NL , A�� ` A. Lt IA111&v`P.E. P E # 58705 PRODUCT REVISED m c plywg with thx Fiacida sB6 e, „D l -o614.20 �»• 3 .vised:y. D�te: • • R�iso� • • NVCH•NGRS THIS SHEET. $y NfeR ea • JA a O5�5M 7• • • • • • +sect ��• D•e: • • • RA;}b� • • ® •• •• • • • •• Descroption: Drown By: BOM AND CORNER VIEW J ROSOWSKI 1070 TECHNOLOGY DRNE N.9 ,75 •• • (1)C480-1600: . D• A• NIN W DEUUA- CM & N U:WL`I 4 SM 08/08/12 coPrworrtosol7 PGT INDUSTRIES, INC. • • 5er� sLMo I: • w1e: 5h^-dt: • • Drowing No. Rev: ALL RF • • • AW-74G NTS 100 OF 11 MD-AW740LM C CERT. OF AUTH. 29296 AUTH.. #29 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SILICONE STRUCTURAL 1/4" NOM POLYISOBUTYLENE WITH DESICCANT EXT.GLASS INT. GLASS KODISPACE ,Do) 4SG TPS ALUMINUM REINFORCEME 5/16" NOM. BUM & DESICCANT FOAM EXT. GLASS INT. GLASS DURASEALO O1� CDAr`CD HOT -MELT BUM STRUCTURAL SILICONE FOAM 3/16' NOM. WITH DESICCANT IS EXT. GLASS INT. GLASS SUPER 101 SPACER@ NXTT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL �. EXT. GLASS XL EDGETM t03 COAr`CD INT.GLASS Part # Description Material 100 Kommeding 4SG TPS Spacer System 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 102 Quanex Duraseal Spacer Materials 103 Cardinal X_ Edge Spacer ... % . . ... . . .. . . . .. IS: . . . . . . . . .. .... ....... . • .062' . . .. . � . •IS .431'IS NOM. •• • ••• • • .121 2.91T • • • • • • St .439" .062• 2.701" NOM. 062' 1.1�59" 2.764' •2'1� • • • • • • • • • • • • • • • • • .03. OFRAME HEAD, • • • 3• S4SH40*, • • • • 71 FRAME SILL&JAMB BOTT�O &W�SISE • • • • ASSEMBLY TUBE #7002, 6063-T6 #7003, 6063-T6 #7004, 6063-T6 1.356' 1 �_)�" .095" j j OANCHOR PLATE #7071, 6063-T6 706' .050' j IT 865" 7 35 BEAD B #7036,6063-T6 .172' .870' ,050• Lam[-- .567 37 BEAD D 97059,6063-T6 ,tulnurtT, p1.. LYNNMi ��:. U\GENSF ••, C�� NO.58705 �ONAL tENG A LYNN MILLER P.E. i - M-10 rc-ell, 111711 TECHNOLOGY DRIVE N. VENII. FL J4275 (941) 480-1600 COPYRIG Tem1T RGT INDUSTRIES. W. a RIGHTS RESERVED .040" 41 1.000" .423• ----I f FIXED 60 SCREEN FRAME #7006,3105-H14 . .050"50' .865' 36 ri BEAD C #7042. 6063-T6 1.167- .050' 70 ADDON FLANGE #134, 6063-T6 PRODUCT REVISED es emptying rith do Florida Building Code Aae(luece No I -C,014 O T.dO.D�e ?p23 7evised By: Dote: Revision JR 05/25/17 NO CHANGES THIS SHEET., 7evised By: Dote: R-W— Description: Drown By: EXTRUSIONS & SPACERS J ROSOWSKI Vtle: Date: AWNING WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Srnle: $ heet: Drawing No. Rev: AW-740 NTS 11 OF 11 MD-AW740LM C COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25'b Street Miami, Fl. 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv . . .... ...... • SCOPE' •••.•• ••i. •. •.i• • 000*00 This NOA is being issued under the applicable rules and regulations governing the use of co%JWtion Wterials. The*. documentation submitted has been reviewed and accepted by Miami -Dade County RER-Pr6durtXontro1SURion to...'4. 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 r duct Control 5ectioA • . • ; - (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resejwe :hQ right to have this ' • product or material tested for quality assurance purposes. If this product or material fails to perfdrm in. he.aoepted''••. manner, the manufacturer will incur the expense of such testing and the AHJ may imme&ataly! evoke, modify, op • • • • suspend the use of such product or material within their jurisdiction. RER reserves Ne right to►j;yoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1226.05 Expiration Date: August 08, 2023 bLl �el2�i� Approval Date: February 22, 2018 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED L EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS ...... �,-Manuf�ctu ;er's die drawings and sections (submitted under files below) • • ..2. Drawing:O.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of l l of • • • • • • •11, inuipiw sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on • • •.: AUG'(73,02615, signed and sealed by Javad Ahmad, P.E. ••• • • • . • • • • • '..:..B. .XESTS (SvDj4Ltted under file 413-0226.06) •; • • • • •X • Tesl:raports 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(+50.0 PSF, sill S-I only) "•• 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, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51n Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02, -04 and -2009. D. QUALITY ASSURANCE l . Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad•Mttd, P.F..... 2. Lab compliance and addendum letters, as part of the above referenced ttst;reports .... G. OTHER """ 1. This file NOA revises # 13-0226.06, expiring 08/08/ 18. • • • : 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/l;.approved IV.RER. .0:09' .... .. . ...... 2. NEW EVIDENCE SUBMITTED A. DRAWINGS • ' """ 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (1•,M.>:.iS.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by Al Farooq Corporation, dated 1 l/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E - 2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1 . Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry • sees.. 'sees' Glls® (Clear and White) Interlayer", expiring on 07/04/23. • • • • 2. NStite.df Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "'"• sees "Saeex•Clear & Color glass Interlayers", expiring on 05/21/21. • • • • e 3. Nbt11Vdf Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their sees. • • • • •; "S4% •CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on '••:•• .... la/J.1118. • ; • • • • e 4! • • Notica�®f Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® •' U1tY eltar, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. .....• . sees.. e " •' OF. . STATE1VPV.TS • • •l� • • Statement letter of conformance to FBC 611 Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Prod et Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS @ BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL �-3/16' ANN. GLASS .075' Saflez CP Mth PET Core By 'Eoatrnan Chemical Co.' .090' Saflea Clear And War Gloss By 'Eastman Chemical Co: INfERIAYER.S .090` SentryGlae - Kuroroy America, Inc.' .090' TrosRol PVB By 'Kummy America, Inc.' 3/16- ANN. GLASS SILICONE DOWSIL 995 DOWSIL 699 ' GE-1200 3e t y i 1 L / C p OAT 1/4 POINTS GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS GLAZING OPTIONS INSTRUCTIONS: USE CHARTS AS FOL.LOAS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE ()x) DOOR CAPACITIES SEE SHEET 2 STEP 3 FOR SIDEIITE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SIDELITE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP cj THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/16` HEAT SIREN'D GLASS .075' Sallez CP With PET Core By 'Eastman Chemical Co., .090' Safkx Clear And Color Glass INTERLAYERS By •Eostman Chemical Co.' .090' SentnyGlas By Kurarcy Americo, Inc.' .D90, Trosifol PVB By 'Kuroroy America, Inc.' 3/16- HEAT STREWD GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-12DO 36 \ I \ I I �1 i / 53 AT 1/4 POINTS GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS PRODUCT REVISED IL as compying with the Florida i Builtling �Goodd• NDA-No. 17-1226.05 11 [1i Expiration Date 08/08/2023 III P By Miami-0a Product Control DOORS/SIDELTTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • • • `j1 Illlillr .P1.770592 I y. •• ••• • •• �. • ��` JJ • • • • • iA, • G1 AL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 3 n 3/16• TEMPERED GLASS 3/d' NR SPACE 3/i6' ANNEALED GLASS .090' InteAoyer 1, ScOex Gear Pnd Color � Co.' Glass By 'Footman Chemical *AT" HEAT SIREN-D GLASS SILICONEwSL99GE-1289GE-1200 XL EDGE SPACER STT.. STEEL 13Y 'CARDINAL'DURASEAL BY 'OUANEY OR NSOURPER SPACER BY 'OUANIX' KOOISPACE 45G TPS BY 'KDMMERUNG4 POINTS GLASS TYPE 'Cl' i' OVERALL INSUL LAM. GLASS 3/16' TEMPERED GLASS 3/B' AIR SPACE 3/16' ANNEALED GLASS .075' Inlerlayar — Saftex CP With PET Core By 'Eastman Chemical Co.' 3/16- HEAT SiREN'D GLASS ` SILICONE DOWSIL 995 DOWSIL 899 GE-1200 38 / \ 12 \ %L EDGE SPACER R STEEL BY 'CARDINAL' OR BY 'QUANDL' SUPER SPACER BY 'QLMEX' \ OR KOOISPACE 4SG TPS BY 'KOMMERUNG 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . .. . . .. . .. . . . . . . . .. . . . . . . .. . .. . ..... .. ... . ... . . •• ••• •• • • • •• • •• • • • • ••• • •• ••• • • • • • •• 3/16- TEMPERED GLASS ;3/11' AIR SPACE 3/16' ANNEALED GLASS .090. SentryGlaa r lNTERLAYERSBy Kuraroy America, Inc.' {`l .090' T—ifol PVB By 'Kuraray America, t—' r 3/16- HEAT STREN'D GLASS 1 I SILICONE DOIKJL 995 DOWSIL 599 GE-1200 38 / \ 12 \ _ _ F XL EDGE SPACER OR STEEL BY 'CARDINAL' o \ OURASEAL BY 'OUANEX' w OR \ / SUPER SPACER BY 'QUANIX' OR 1(001SPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1, 4 POINTS GLASS TYPE 'C3' 1' OVERALL INSUL LAM. GLASS PRODUCT REVISED �51 as complying with the Florida m I Betiding Code m NOA-No. 17-1226.05 Expiration Data OS/Oa/2023 c o i�v By ° o mia Da uct Control 'm o �L11111111////A �:''1Y'-• o g FEB 1 5 7018 7C592 Li y 3 - OF ' <y; drawing no. 42' 2 ANCHORS DOOR FRAME WIDTH TYPE 'A', 'B' OR 'C' AT STILE ENDS 6' MAX. HINGES E /SILL HINGES SEE NOTE CORNERS A SEE NOT BELOW r I BELOW rl II I 1 u / 1 II I C /I 11 1 1 r, ,/Ir x 0 / ___ ___ - 1 � II II \ 11 I \i\ II y u 1 =�ax II \ II \ II 1 1 1x 3�Z 0 U AGTNE / - B x< W b IS`Z C 28 1/4- D.L. OPG. 2 ANCHORS �TYPE 'B' AT STILE ENDS I 1 - 1 1 I II II FLU$1� BOLT / DET 1 I SEE MH11 ,- _/lyyrff \ w i O 3 POINT LOCK 1 '/LY / SEE SHEET 10 1 LLr a0 p I / \ 1 If \ i /11 I 1 1 I ACTNE NAC TYPICAL ELEVATION (X ) DOOR OPTIONS SEE CHART FOR OU4NTTIY B Y W K O 28 1/4' I 28 1/4" D.L OPG. D.L OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( XX ) SLNCLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSF GLASS TYPES 'A% 'B', 'Cl', 'C2' h 'CS FRMLE WIDTH (X) WIDTH (XX) HEIGHT LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS STD. PDA SCH CC BLDW CXL KOO QUAN 37-1/4' 12" 96" 35' 50.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 42" 81-1/2' 96" 39-3/4' 1 80.0 1 70.0 80.0 80.0 70.0 1 70.0 80.0 - NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING NOTE: PERIODS OF HURRICANE WARNING. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 LOCK SETS SCH - SCHLAGE CC = COPPER CREEK BUD - BALDWIN GLASS INSULATORS: CXL = CARDINAL XL KOD = KODISPACE QUAN - OUANEX DURASEAL QUANEX SUPERSPACER DOOR D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875' D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 HEAD ANCHORS OUANTTTY AT STILE ENDS ANCHOR TYPE SHIM 'A' .8. 7/4" 4 4 4 1 3/8" 6 6 6 1/2" 7 1 7 1 - SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL G �' 25 4- X 4-1/2- BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/ 8' FROM EACH END zJs �Iz INTERMEDIATE HINGES EQUALLY SPACED J 13) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35' LEAF WIDTHS (STD. THRESHOLD) '`I (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) o Li" 0l••O c • • • • • • • YY1�1I lltrr �— • •• • • • • `V NIP� • • • • 2016 • • • . •)�i'•VaBNSF \ ' o FES I _ PRODUCT REVISED = Nc;70592 as comp ing with the FlorldaIldl NOgo•r1.122fjai6 •- •�'s • -Pll-tvDiat08/ /2b �' ` 0By `���� drawing no. Miam1- Product Contro • // > ` sheet of /7j Ti�ILil1YY 2 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 43 1/8' C H a ice. G J 37 1/8- 'Ohcmi D.L OPG. TYPICAL ELEVATION f n ) SWE= LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) GLASS TYPES IN,FRAME •• '6" 'C1' CLASS TYPE 'C2' GLASS TYPE 'C3' WIDTH I HEIGHT E7(T.(+) I INT.(-) FXT.(+) EXT.(+) INT-(-) 30• W. 35' 37-1/8' 39• 42' 84• 80.0 00.0 80.0 80.0 80.0 80-0 aG-O 80.0 80.0 80-0 80.0 80.0 80.0 80.0 90.0 "-a 80.0 80.0 80-0 so.o 80.0 80.0 B0.0 50.0 80.0 80-0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 30' 33- 36- 37-1/8' 39' 42• go' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 W.'D 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 w 80.0 80.0 50.0 - - 70.0 70.0 80.0 80.0 30• 33' 36` 37-1/8' 79- 42• I 96' 80.0 80.0 80.0 50.0 80.0 80-0 80.0 B0.0 80.0 00.0 80.0 60.0 80.0 80.0 800 80.0 80.0 e0.0 80.0 80.o 80.0 80-0 80.0 80.0 - - 70.0 70.0 80.0 00.0 - - 70.0 70.0 80.0 80.0 165 1/2' MAX. 81 1/2- DOOR FRAME (WIDTH 1 I 1 II ° a 1 FWSF�B T DETAIL 1 SEE SH I 3 SEE SH�ET 10 MELT O \ ===t.11 n I II I\ ] IV I 1 ACTNE INACTNE ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . - TEE CLT•FifiOU4NTRY • • • r • • • • • • • • I!• • • • • • • • • I I �I ---- -�----- II \ II J II 11 I! • HEAD CHORS O AT Sil & NU ENDS ANCHOR TYPE SHIM 'A' 'S' 1/44 • 4 • 4 4 / 6 •6 6 h/2i • 7 • 7 - �i FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 n u II 11 I II I I mg3 a II 1 I I I I 1 1 I I I i I N 28 1/4' 29 1/4' 37 1/8' 61 0 D.L OFG. L. OPG. D.L. OPG. SURFACE APPI 4 ANCHORS FALSE MUNTIN TYPICAL ELEVATION TYPE 'B' MAY BE USED AT Si1LE AND OXXO MULLION ENDS SIDELITE OPTIONS FOR CLASS TYPES 'C2' 8: 'CS QUANEX DURASEAL @ SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (UM1T MAX. LOADS TO 370.0 PSF) SIDELITE D.LO. DIMS. D.LO. HEIGHT = FRAME HEIGHT - 12.875- D.L.O. WIDTH = SIDELITE WIDTH - 6' STANDSI L D.LO. WIDTH = SIDEUTE WIDTH - 4.875 SIDELITE TO DOOR ONLY NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. FEB 1 5 2A19 �: ';a"se' •.. a i F PRODUCT REVISED as comp Ing with Me florid• �_ �X r : * - o � I o B•ildilg ode = A = I NOA-No. 17-1226.05 Exptr•tio.D•t•08108f2023 � T •`�t4�� drawing no. DESIGN LOAD CAPACITY - PSF SIDEIITE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDELITE FRAME HEIGHT INCHES SIDEUTE TO DOOR 1dVWON (SEE NOT BELOW) F7R.(+) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 84 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 20.0 80.0 24 30 33 36 37-1/e 39 42 39-3/4 1 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37_1/8 39 42 39-3/4 96 80.0 80.0 80.0 80.0 80.0 60.0 78.3 78.3 77.2 77.2 75.4 75.4 72.6 72fi SIDELITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELT E MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE. DOOR/SIDELITE OR DOOR/DOOR MULUON CHART WILL APPLY TO ENTIRE SYSTEM t L E I DOOR FRAME SIDELITE WIDTH' WIDTH / H C Ir;I DOOR DOOR DOOR WIDTH WIDTH WIDTH / J \ a MUWON/' l OXX 3 \'DOOR STILE END ANCHORS l XX0 END ANCHORS SEE SHEET 3 SEE SHEET 1 D WIDTH WIDTH 'I ` WIDTH X \ / I \ / ( OX0)--( XOX) -- WIDTH -ram WIDTH WIDTH / % OXXO) W � a I qq NOTE: GLASS CAPACITIES ON THIS SHEET ARE 4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ,o'ol=l �I AND FLORIDA BUILDING COMMISSION - ,8 8 • • DEQLRRA10R1• STAtEMERf IVAV DEC-219 • • • • • • • • ttt•t11il1it! •• • • • • •` data ///� n PRODUCT REVISED as complying with the Florida FEB f; `. 11•.7os9z 13uidiry tad. NOA-No. 17-'i226�r • • • • • • f'0 ', i is = (C b Expiration Date 08/0813 • • • • �� • • (�r • • • • � '••��'� • ' <S/6t� '? drawing no. ! it "`c�`�� w13-01 .a a roduct Cont4pl • • •0 • // ��L��4 7ht11111NN �� sheet 4 of13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •CONCRETE . 1. ; � I I 3 I I mN 9 < O3941 V I i�\i �571 IO POURED @ HARDENED HIGH STRENGTH GROUT I f'c - 5000 PSI MIN. I NOT BT CGI WINDOW ! I MUST TRANSFER SHEAR B O I ' I I 1 1 LOADS TO S'RUCT1)RE I I +t LOAD BEARING 39 1 I I 1 to (SOLID SHIMS OPTIONAL TO GROUT) II� / \I v, TYPICAL ANCHORS 9 EDGE DIST. SEE ELEVATIONS FOR SPACING APPROVED FOR WATER INFILTRATION RESISTANCE SADDLE (ABA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE DOOR DETAILS LIMIT MAX. DESIGN LOADS TO ±70.0 PSF ... . . •• • . .. ... . . •. . .. .. . . • . . • . . • . ... . . . . ... . . •••• • ••• • • W°z I�FZO' Ou a. •• ••• •♦ • • • •• O Wn V1 • a1 9 • • •• • • • • • IOtiD aa>A. 0 6 0 0 O�rM�� CZJ 4 O Z VI v +lama I Q Z. p f s C J — P O V h 0 w O � � C O 3 -0 n E zu- n 3a PRODUCT REVISED s complying with the Florida Building Code NOA-No. 77-1226.05 c u i zl Expiration Date08108/2023 By MI i-Dp r.d—t Control - c FES 1 5 1016 Z:�LFNSF �, OF �!y/ lJ drawing no. . IEY WOOD BUCK — 4 u cOi1 SEE NOTE SHEET 1 2BY WOOD BUCK1- . EDGE DIST. OR ry CONCRBTE WOOD STRUCTURE STRUCMETALTURE jl MIAMI-OADE COUNTY APPROVED li z m • 3' SEE NOTE SHEET 7 EDGE DIST. i EDGE I CLIPPED MULLgN I i n R Ij SEE SEPARATE NOA II II (` w • I H O7SEE 23 W� mx C 0G1'n� TYP w \ s \ w TYPICAL ELEVATIONS- n w SEE ELEVATIONCAL S 0 o 0 o g TYPICAL ANCHORS CHORS FOR SPACING FOR SPACING 0 d FSEE OR SPAELEVATIONSCING IONS ar ¢ Z O N FOR SPACING Q W In LL n LLZw_� J 0 CD Q W N f C WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS ! J MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM LAND TRANSFER THEM TO THE BUILDING STRUCTURE. °T 0 O Cl w C TYPICAL ANCHORS: SEE ELEV. FOR SPACING 4 � N C TYPE 'A'- 1 /4' DIAL ULTRACON BY 'FLCO' (Fu-177 KSI. Fy-155 KSI) MIN LENGTH = 2-3/4' $ 3 NM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES n 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) C,U N THRU 1BY BUCKS INTO GONG. OR BLOCKS o 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) o 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) U ^� O TYPE 'B'- 1/4- DIA ULTRACON BY 'ELCO' (Fu-177 KSI. Fy=155 KSI) MIN. LENGTH = 2-3/4' DIRECTLY INTO CONC. OR BLOCKS-3i 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4- MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) PRODUCT REVISED ��� p8p55 yk f Building complying vAlh tha Florida TYPE 'C'- 1 /4' DIA TEKS OR SE1 F DRILLINGOA-No Code SCREWS (GRADE 5 CPS) ode I= NOA-No. 17-1226.05 �� a4 Expiration Data 08/0812023 INTO MINA-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) 0Y .. (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Mid '-Dad roduct Control ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o • B -_ - STEEL 1/8- THK. MIN. (Fy = 36 KSI MIN.) • • • • • • • • • • • • (STEEL IN CONTACT WfTH ALUMINUM TO BE PLATED OR PANTED) • • • • • • • • • u c - w FE%t 5.26V . 1LL•I111111,, TYPICAL EDGE DISTANCE • ` • • ` �� iii • • • • • • ♦ �•! .fie INTO CONCRETE AND BLOCKS = 2-1/2" MIN. •• ••• •• • �i'�',,pc7NSE'••:� �� .' INTO WOOD STRUCTURE = 1` MIN. INTO METAL STRUCTURE = 3/4" MIN. l �`•7�"� •' WOOD AT HEAD OR JAMBS SG = 0.55 MIN. • • • • • • • •15 • tl • - o : 5 CONCRETE AT HFAD, SILL OR JAMBS f'c - 3000 PSI MIN. • • • • • 1= ! ' • • '• � C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. • • • • • • \ • Ti k • • <t/� drawing no. ANCHORS MAY BE HEX OR FLAT HEAD. DOOR DETAILS 000 • 1 • • • • ,�.`��-•' ``` ilikil l0k, sheet 6 of13) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • ••• • • ... . . .. o r . . . .. .. . .. .. . . . . . . . . . . ... . . . . ... . . • • •• i • •H.- LU 3/8" MAX. © 79 2225 1 1i LO D28EARING • • • • • • • • • • • • • • n,LOAD BEARING Ifs 1 24 2 �/ SHIM ••• • • • • •SHIM I SEE NOTE SHEET3ACTIVE LEAF _I TYPICAL ANCHORSSEE ELEV. UTYPICAL ANCHORS FOR SPACING • •SEE ELEV.I• • • • • • • • • ry FOR SPACING • • • • • • • ! • • ! C. G 49 _ I,� • • f • • • • • • 0 t OR M LL • • • • • • • ! • V 7 LLI $N I OaDa.l 39 36 35 34 7 13 7 3 47� `i4 4 2 n QW0wo^ D.L. OPG" � 2 N _ 0 META EXTERIOR. STRUCTURE 0 LEAF wloTTi '� DOOR FRAME MOTH 3 C _ a 0 0 n 1/2- MAX. K LOAD BEARING' C 19 22 E 20 2 2 1/2* MAX. - N o SHIM c LOAOBEARING j D F- 1 24 2 SHIM W N '^ CONCRETEp 4t ©OR 1 $ n OR C� 3 MASONRY ACTIVE LEAF _ INACTIVE LEAF BY w000 BlJ c E Z if ^. W RE TYPICAL SANCHORS _ ___ 39 14 __ - ` EED S RU EEf 1 a 3 O� �O Q FOR SPACING1 - `�'� L) r 1, 49 _ r� 49 s all I 1 Ala ,4 36 35 74 7 3 11 e 8 11 7 33 47 4 4 IB 7 11 a O.L OPG. TYPICAL ANCHORS OPG. SEE D"L FOR SPACING L ING `u i °1wC:�g LEAF WIDTH LEAF WIDTH EXTERIOR � � a m_sm.s of p DOOR FRAME WIDTH i 8 = 8 \`YYY 11111111I11�17�'i J� N �I 4 PRODUCT REVISED FEB 1 5 1018 n g as complying with the Florida N,� 2 Buliding Coda - • \- ? _ NGA-No. 17.1226.05 Expiration Data 0 0812023 I OF •�� drawing v no. Br t� ' •... W13-01 Mta a roduct control DOOR DETAILS i'�is 11, � �� rl �Iti+1T�YY sheet 7 of13 TYPICAL ANCHORS •.EDGE'OIST. _ e.. SEE ELEVATIONS FOR SPACING is 25 K MATING JAMB FASTENERS Ip 3 _-+CONCRETECONCREYi.' 1242 2 S FOR LOCATIONS 43 SEE DOOR JAMB SPACING Z n O F y m •Z ON SHEET 243 Z f. W ! I 9 OW0 a � U 44 F 9 ----- __ _____ OVufI CtgW,4 j - ------ 0&Ft 3 0 0.0 Oared n to 4 PRODUCT REVISED 8u11A np Cotiewilh the Florida m e i o a LL Z y o 4s EXTERIOR NOn-No. 17-1226.05 F-xpimtlon Date 08/08/2023 3 a m Q ! Q W 2 4 LEAF WIDTH D.L. OPG. By Mlam roduet Control O N DOOR FRAME WIDTH SIDELITE WIDTH C 42' MAX SINGLE (X) 81_1/2" MAX. DOUBLE (XX) g % O C Cl w c S c+1 P O 1/2' MAX. LOAD BEARING. SHIM H O J '-$ O n o q •- m N y+ O T'av . MATING JAMB FASTENERS 45 FOR LOCATIONS e�•1 0 -JI o x CONCRETE OR 4 15 3 3 SEE DOOR JAMB SPACING ON SHEETS 2& 3 I C Z 3 o t- h Ty MASONRY O " O . • _ _ _ 4 o39 — rt�� 6 u �I 3, 36 361 ,3 EXTERIOR ' D.L. OPG. LEAF WIDTH TYPICAL ANCHORS 1 J SIDELITE WIDTH DOOR FRAME WIDTH 42' MAX SINGLE (X) y o _ f o : a _ 3 4" LONG SEE LONGELEV. FOR SPACING FRAME WIDTH 81-1/2- MAX. DOUBLE (xx • • • • • •• o - 0 8�� o C' to APPLY SEALANT BEFORE MATING • • • • • • • • • • \\\•11IIITI IrY' • • ' T� !*� i � - „ l .Ii • •�� e $ = o` CONCRETE I e. ` : NOTE' LIMB SHIM TO METAL STRUCTURE AT JAMBS TO 3/8' .. ... . • • • • rL ..� • • • kI` \ ••. ' (yam drawing no. ' ' •TYPICAL • • • • • • • EDGE DIST. \ ANCHORS `SEE ELEVATIONS - AILS SIDELITE DETI . . . . •. • • • • • .i • \7 G • • �'1�VYtT.Ai v`�� �� W13-01 FOR SPACING • • • r • l//llll It sheet g of 13 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ITEM I PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS 1 AL-189 AS REDD. I FRAME HEAD tr SILL 6063-T6 KEYMARK/ SWA 2 AL-190 AS REDD. I FRAME JAMB - 6C63-T6 KFI`MARK / SAPA 3 AL-195 AS REDD. SIDEurr: HEAD & SILL 6063-T6 KEYMARK / SAPA 4 AL-197 AS REDD. FREE STANDING SIOELUE JAMB 6063-T6 KEYMARK / SAPA 5 AL-198 AS REDD. MATING SIDELTTE JAMS 6063-T6 I KEYMARK / SAPA 6 AL-193 AN REDD. PANEL TOP A, BOTTOM 6063-T6 KEYMARK / SAPA 7 AL-144 AS REDD. PANEL VERTICAL STILE 5063-T6 KEYMARK / SAPA 8 AL-199 AS RE00. SHEAR BLOCK 6063-T6 KEYMARK / SAPA 9 AL-191 AS REDD. FRAME HEAD do SILL SCREW COVER 6063-T5 KEYMMK / SAPA 10 AL-192 AS REDD. FRAME HEAD A: SILL SLANTED SCREW COVER 6C63-T5 KEYMARK / SAPA 11 AL-121 AS REDD. I GLAZING BEAD (7/16' LAM.) 6063-T5 KMY K / SAPA 12 AL-123 AS REDO. GLAZING BEAD (1.000' I.NSUL_LAM.) 6063-T5 KEYMARK / SAPA 13 AL-200 AS REDO. SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL-195 AS REDD. ASTRAGAL 6053-75 KEYMARK / SAPA 15 AL-5C8 AS REDD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 16 AL-540 AS REDD. SADDLE THRESHOLD (ACA COMPLIA.110 6063-T6 KEYMARK / WA 17 HO-450ZPL AS RE00. THREE POINT LOCK Y. (AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD-12G4 AS REDD. I FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY. STEEL CGI PROPRIETARY 19 HD-5455 PASS AS RECO. LEVER LATCH LOCK. AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HD-5455 AS REDO. GUMMY LEVER. AT WACTIVE PANEL 21 HD-8231 AS READ. I DEADBOLT (THUMBTURN), AT ACTIVE PANEL 22 J10 TOR605 AS REDD. LEVER LATCH LOCK AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 J10 TOR605 AS REDD. DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REDD. DEADBOLT (THUMSTURN), AT ACTIVE PANEL 25 HO-34-10116 AS REDD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK 26 HD-34-10115 AS REDD. DUMMY LEVER AT INACTIVE PANEL 27 HD- 082410 AS REDD. I DEADBOLT (TNUMSTURN), AT ACTIVE PANEL 28 HD-537 AS REDD. LATCH LOCK STRIKE PLATE S- STEEL - 28A - 2 /PLATE fB X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S STEEL - 29 HD-538 AS REDD. DEADBOLT STRIKE PLATE S,-," - 29A 2 /PLATE fa X 3/4' PHP. FH SMS (STAKE PLATE ATTACHMENT) S. STEEL - 30 HD-53FM AS REDD. LATCH LOCK STRIKE PLATE SH81 Mk -ON CGI 31 HD-39OP AS REDD. LATCH LOCK 8 DEADBOLT STRIKE PLATE TRIM NYLON CGI 32 HD -STRIKE 80X AS REDD. LATCH LOCK k DEADBOLT PROTECTIVE DUST BOX NYLON CGI 33 HD-525-9-REV 2 /LOCK -MECH. BOLT LOCK ASSEMBLY S. STEEL CGI 33A HD-533C 1 /FLUSHBOLT FLUSH DOLT GUIDE (TOP h BOTTOM) CAST (ZINC) CGI 34 HD-CH-100 4 /LEAF 4-1/2' x 4' HINGE ALUMINUM CGI PROPRIETARY 35 HD-ABg00-U532D 4 /LEAF 4-1/2' x 4' HINGE BRASS HAGER 36 HD-AS800-US 4 /LEAF 4-1/2' x 4' HINGE S. STEEL HAGER 37 03/8'-16 ROD 2 /LEAF 03/8'-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382Y AS REDD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS REDD. .187' x 320' ULTRA SOFT FIN WEATHERSTRIP - ULTRAFPB W HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD do SILL PVC - 41 HD-12-10042 AS REDD. 350' REACH POCKET SEAL (FRAME PERIMETER CASKET) - AMESBURY 42 WS-32011 I AS REDD. FOAM-TTTE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY 43 44 HD -CLIP ANGLE 2 /EACH 3 /CORNER 2 x 2 x 1/4* CUP ANGLE (ADA THRESHOLD TO JAMS ATTACHE/ENT) f10 x 1-1/4' PHP. PH. SMS. (PANEL k FRAME ASSEMBLY) ALUMINUM S. STEEL - - PROI as eon 45 _ SEE ELEV. f14 x 3/4' HH. TEK (NULLION ATTACHMENT) S. STEEL - Buldir 46 8/HINGE , 4/CLIP f12-24 x 1/2' PHP. FH. UC. THREAD FORMING S. STEEL - NOA-N 47 2/EACH f6 x 1/2' PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expira 4g 1/EACH f10 x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - B 49 07/8'-16 NUT 4 /LEAF •3/8'-16 SERRATED -FLANGE NUT (ZINC PLATED) STm - Miami 50 2 /FLUSH80LT /8-32 x 1/2' PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STEEL - 51 H�GOOR SWEEP i/EACH DOOR SWEEP (OPTIONAL). SECURED W/ f6 x 1/2' PHP. PH. SMS. I NJJMINUM SCREEN TECH 52 HD-34-10003 1 /SCREW HOLE WSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON - 53 2/ LITE SETTING BLOCKS EPDM ODROMETER 8035 SHORE A ... . . . ... . . ... . . . . ... . . DUMMY Lv • • . • • Lr_�_! • • J • • • • i • • •-.----- m • • • • 31. , • ��� ACTIVE LEAF %ACTIVE LEAF O y EI 1--1 a <. 6 -- on Ili 41 -- _-=I • • • QOLDv W ILit p h a ] I` �% O of .i a c a S C cr It C O o C d fY N Z ry • 11• OPERATION OF DE31 } 2 • • (WITH KEY FROM THE +`V� - EXTERIOR OR THUMBTURN EXTERIOR I i_______- FROM THE INTERIOR) �- 1 ACTIVATES THE THREE-POINT L-----_ - Q ] u n LOCK MECHANISM -'----- 11) = C n REGARDLESS OF LOCK SET J 2 0 Q OPTION INSTALLED. SECTION AT DEADBOLT LOCK '' Q m 0 f SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o o m GE SCS2000 SILICONE SEALANT. Inlo��lW UCT REVISED r p1ying with the Florida ```tll l l l t 117! AAA4 c II ` .�Po. a, - I Code s+ 17-1226.05 Ion Date 0 8/2023 _ ` f n FEB 1 5 2018 No.?W2 , " T )a roduct Control I - o : o drawing no. lOC2:/{Twq 571E you CDn Z m rVO. 3 ARRK•N b • ,� 4b - O o I cOi t o adN`� IM III j •1024.2-1/2' i II I OM p M ! i PHP. Ph. 55. F, W O O ! 045C IOD)..031' ! p 4 O O 0 N ON wnsnrz ,i III iff O i ¢ -il it m.zSS NDI:.o4o.z• I 3 NH j! I ! II 5. 5TEEl5PWNG it ' .i a W � � N �'I ! � I NrInN wASnEz II III• �,! is ! � of rOP nEx rend wrm J a_ ii ! I COI1Pl1N6 Nn !j t,' �! 47 Q W O01 F 0 it II 4 O II c ! p II I tl I i � U id C 1 � � NYLON Sn�rI:ER 1 g � alnc� c J I 8 0 m3.50a 5.5 I o W �I vents 31 � i � � f/1 C O u /F� $ 3NMn O _ - 3Otin W O 29 y O I O PRODUCT REVISED as complying with the Florida m �i Building Coda 17-1226.05 a o 0 3 0 ll I d I NOA-No. 311 ! DOrroM nrx zoo ! II ] �¢ j Expiration Date 08/08/2023 - - - I wr COUPIlHe N_R BY li (lfxG7n-3a7 I 1 i � 1 e Product control om�a8� i� d I •• ••• • • • • • •• Colo W i % II I' � `� I i • •• • • • Y�runu�N� tio.fts l. a L—L i :: jil II I II ! I I • • • • : ,:�''•• AT � � (y�� drowingc no. II I II I i • • • • • OFY.{A.� \�� UNLOCKED POSITION LOCKED POSMON • • • • • • • • • r�llll 111 j7�7 sheet 10 of 13 Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UNLOCKED POSITION n I -A LOCKED POSITION G�e ... . . . ... . . . . . . . . . . . . .... ....•.. . .. LL. .. . . .. . ..... 0.0 z mp W n ,n .00` •• OWE • ••• • • • ••• • �. 0� •• ••• f • • • • •♦ aC�M o 060-� 04�2; N J 0 jr W � o ZN LLOE A z Q W dlf r PRODUCT REVISED Id ^ o ^ as complying with the Florida old Building Code NOA No. 17-1226.05I 3 Expiration Data 08108/2023 By Mia I-0a roduct Control c o-v n _IS NOTE: o o! n ^ FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM ENO SIMILAR)AJJ a o o ``1111�1t1�11 If11f�r�r,'' _ Or- FEB 1 5 2018 a e drawing no.. 3.825 .750 1.590 .100 O DOOR FRAME HEAD/SILL .062 fi25 L O FRAME COVER �1.587 1.6I2i>�I2� 1� 1D SILL COVER .465 .075 O SIDELITE TOP & BOTTOM FRAME t5 SIDELITE JAMB COVER .326 135 i I 070 5 805 �245 f 1.622 1 1.060 O 4 ASTRAGAL ADAPTER SHEAR BLOCK III 1.810 �jf -�I 1.125 ' 120 J u .080 125 2.388 --1 1.225 1— 0 0 DOOR FRAME JAMB SIDELITE FRAME JAMB O TOP & BOTTOM RAIL 5.500 F.080 1.828 I 1.440 v HINGE & LOCK STILE 13 SHEAR BLOCK PLATE G) SIDELITE MATING JAMB r.125 .500 F- 4.000 16 SADDLE THRESHOLD P -�j 675 i .995 .I050 -�• 1 .184 f� 11 GLASS STOP (LAM. GLASS) #4- 050120 9 0 12—1.1884F— GLASS STOP (INSUL. LAM. GLASS) uU Z r IQLz�g' off o2 a Oa .I• Q w m _j F PRODUCT REVISED 18 = al as complying with the Florida n Building Code � NOA-No 17-1226.05 d ? g Expiration Date 0810812023 By c „I' n) Mia roduct Control 4 oI� e n el �as� •• ••• • • • • of c�� a�u� 00 see�_ 1 •• ••• • •• • / • �� 00 • • • • • ��� • ' [yam, drawing no. • • •• • �///1111tt t sheet I20t13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 44 ASSEMBLY FASTENERS TO BE MULLED PRIOR TO JOINING MATING JAMBS HOLE CAP r� I f MATING JAMB FASTENERS SEE SHEET 8 FOR DETAIL 2 DOOR FRAME TOP & BOTTOM CORNER tFAF TOP & BOTTOM CORNER ACCESS HOLE 46 II�JI 7 I I SADDIE THRESHOLD CORNER ... . . . ... • . . .• .• . • . .. .. •... ....... . fu .. . • •• • •/SSFJdBlY BASIN! ERS•f0 BE. INS•11•® • •PRIOR TO.OINOG Wl•NG JAMBS• • z J 'i •• ••• .• � • i•• Jz�f� Q wN`m o so •• ��d¢soQIn nZo FT,/ W m20vU2 � C I `ii 0 n Q W o C N i a a ton N M I O7 n 'O 3 SIDELITE MATING JAMB CORNER € C Z LL � 3o_R TOP &BOTTOM t2I o �Q l V o �h � I'- PRODUCT REVISED as com ingg with the Florida BWlding Code NOMNo. 17-1226.05 Expiration Date 08/08/2023 BY Mia r-D roduct Control FES 1 5 2018 \`%,,li u ' C ° o m o _I� g�L j T ! 5 SE OF �•4/`� drawing no. rana.'Z` 1h 13-01