Loading...
WS-18-1874VZXMA,s L,t Miami Shores Village � 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 �'tORLD4` Phone: (305)795-2204 Permit NO. INS-7-1 S-1874 Permit Type: WindowslSutters rVoris Classification- Window/Door Replacem Permit Status: APPROVED Issue Date: 7/17/2018 1 Expiration: 01/13/2019 Project Address Parcel Number Applicant 36 NW 101 Street 1131010180240 Miami Shores, FL 33150- Block: Lot: JUAN RIVEROS Owner Information Address Phone Cell JUAN RIVEROS 36 NW 101 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone KOLDAIRE, INC (954)979-1717 Type of Work: 9 WINDOWS AND 1 DOOR REPLACEMENT No of Openings: 10 Additional Info: Classification: Residential Scannina: 4 Fees Due Amount CCF $3.00 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $200.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $225.00 Valuation: $ 5,000.00 Total Sq Feet: 0 Pav Date Pav TVDe Amt Paid Amt Due I Invoice # WS-7-18-68199 07/17/2018 Credit Card $ 225.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: c rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zor�9. F theyore, I authorize the above -named contractor to do the work stated. ZWA��(��_ D1�'Z July 17,2018 Au zed e:Owner / Applicant / Contractor / Agent Date Building Department Copy July 17, 2018 1 \00 r g BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: � 1 � 018 L FBC 20 Master Permit No. /�(� — 3 — t— 5 -Pi i Sub Permit No.VF ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade zip: 3 3 1 v D Folio aracpl#: '�� '�� C �' Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: 3 & )Q Lo 101 City: State: LV le-Q b 5 3 31 ro Tenant/Lessee Name: Phone#: Email: �EOK'l : b9 --) Z 2 G 0 3 CONTRACTOR: Company Address: ! A 5 b City: I UVLA Qualifier Name: Vo�bmgt �—nlC Phone#: 9151A 932 1317. �Ut1 `6-4 5 10 , 1-go�>5 0 l- hone#: State Certification or Registration #: Ck e Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace f Description of Work: Specify color of color thru tile: Submittal Fee $ - Permit Fee $ %C� OQ�) CCF $ : 33©6;; Zip: ❑ Demolition CO/cc $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ _ Bond $ Structural Reviews $ 2�j . 00 TOTAL FEE NOW DUE $ r Bonding Company's Name (if'applicable) ) Bonding Company's Address City State Mortgage Lender's Name (if applicable) .Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENTS) �iuGie�_ f-,4V&7?j00�f /&�;/er8CONTRACTOR The foregoing instrument was acknowledged before me this 2 day of Tv 20 11IR by �J t `yawe,% , who is personally known to me or who has produced as identification and who did take as oath. NOTARY PUBLIC: Sign:_ Print: �S Notary Public - State of Florida Seal: . « : •_ Commission # FF 903405 ", My Comm. Expires Aug 17, 2019 ° Bonded through National Notary Assn The foregoing instrument was acknowledged before me this t— day of 20) g by Ct who is personally known to me or who has produced I� � 4,— as identification and who did take an oaih. NOTARY PUBLIC: Sign: v Print: ,* Notary Public to e Seal: . ; = Commission # FF 903405 My Comm. Expires Aug 17, 2019 "RF,NO Bonded through National Notary Assn. APPROVED BY Plans Examiner s**ss**ssss*************ss*s*******s*s*ssss Zoning Structural Review Clerk (Revised02/24/701d1 Property Information Folio: 11-3101-018-0240 Property Address: 36 NW 101 ST Miami Shores, FL 33150-1267 Owner JUAN RIVEROS Mailing Address 36 NW 101 ST MIAMI, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area A 1,218 Sq.Ft Living Area 1,218 Sq.Ft mm Adjusted Area 1,157 Sq.Ft Lot Size 8,025 Sq.Ft Year Built 1939 Assessment Information Year .................. 2018 20171 2016 Land Value $176,539 $176,539 $176,539 Building Value $86,775 $80,527 $80,527 XF Value $1,463 $1,482 $1,501 Market Value $264,777 $258,548 $258,567 Assessed Value $263,977 $258,548 $258,567 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $800 Homestead Exemption $25,000 $25,000 $25,0001 Second Homestead lExemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NAVARRO SUB PB 12-59 W1/2 OF LOT 2 & LOT 3 BLK 3 LOT SIZE 75.000 X 107 OR 15795-3928 0193 4 --------------- Generated On : 7/12/2018 Taxable Value Information 20181 2017: 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $213,977 $208,548 $208,567 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $238,977 $233,548 $233,567 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $213,977 $208,548 $208,567 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $213,977 $208,548 $208,567 Sales Information Previous OR Book - Price Qualification Description Sale Pa 9a 29549- Financial inst or "In Lieu of Forclosure" 03/20/2015 $248,000 3458 stated 29080- Financial inst or "In Lieu of Forclosure" 03/20/2014 $0 3955 stated 17085- _.__._._.......__............. Sales which are disqualified as a result 02/06/1996 $59,300 3292 of examination of the deed 15795- Sales which are disqualified as a result 01/01/1993 $0 3928 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 7/12/2018 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). 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 be 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) ❑ 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: 2. 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. ❑ Require inspections: Buck (if greater than Ix), 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 n R W. BC R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Certificate of Independence RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No. 43409 June 1, 2018 ...... .. ...... .... . ..... ...... ... . ..... .. ...... .. .. Sheet I of 1 R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Doers Window Manufacturing, LLC 4450 Single Hung Window Windows Single Hung 4901 Oak Fair Blvd Impact Rated - HVHZ Tampa, FL 33610 w/ Flange 813 626-6000 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Doers Window Manufacturing, LLC, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-16854.12 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-16854.12 for size and design pressure limitations. �' •". Supporting Documents: • • ; ... . • 1. Test Report No. • • • ESP013304P-1 2. Miami -Dade NOA 17-0712.05 3. Drawing No. No. FL-16854.12 4. Calculations Anchoring ASTM E1300 Glass Load Test Standard TAS 201, 202, 203-94 Materials Testing Safiex• PVB Interlayer (Eastman Chemical Co.) Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Testing Laboratory • • • : 6 ned by • • • • • • " Element Materials Tech• • • • Ramesh C. Patel, P.E. ; • • .. ; • • •Signed & Sealb8 by • * • 0: • • • • •L•ttdon F. ScIlmidt, P.E. • • . . .d by ...... §igned 48dfd1d •�••L donF. :0•0•: yjl $r,Ftryidt, P. • • • •• 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Doers Window Manufacturing, LLC is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 , ��t�F• c�r✓}-jM�� and Guide 53.G E N SF•.• No 43409 :9 STATE OF �i���•••A Q,: _ �� Lyndon F. Schmidt, P.E. ;0i ••; O R 1�•• 10/11/2017 ��� FL PE No.43409 Sheet 1 of 1 �OA * , IV I DoersWindowr+ MANUFACTURING 4901 Oak Fair Blvd., Tampa, FL 33610 . ... . . ... % .. % .. . . . . . . . . . . . . ... . . . . ... .. . .. .. .. .. . • •• • • • •• ••• . ... . . . . . . • • • • • • • • •• • • • • • ••• 4450 Single Hung Window IMPACT RATED - HVHZ w/ Flange GENERAL NOTES 1. This product anchoring drawing has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). See the Certification Agency Certificate for sizes, specifications & ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ", this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. For 2x stud framing construction, anchoring of these units shalt be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEErit DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 Bill of materials, glazing details and components • • • • • • a[.ta' MAx. UMALL RANGE WM 41' MAX. OVERALL FRAME WIDTH � O v / MAX. O.A. FLANGE DIMENSION MAX. O.A. FRAME DIMENSION MAX. SASH D.LO. DIMENSION MAX. FIXED ALO. DIMENSION GLASS TYPE DESIGN PRESSURE (PSFJ POSiIIVE NEGATIVE 44.W x 78.25" 41"X 77" 33-V X 33.25" 36.25" X 3S.0" G1 +40.0 -65.0 44.W x 78.25" 41"X 77" 331" X 33.25" 361V X 35.0" G1 65.0•- ; .65,0 Note: This product is not approved for use above 30 feet in the "HVHr. V n api om V 0 x z- d _ •e t i mda Cz 9 NN sa b� • �+ JK anc er: LFS FL- 16854. 72 EEr _L OF 5 . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . MASONRY • • • • • • • • :% OPENIN�� G • • ••• ••• ••• • '\' n GSASN �� oa ," �... .. • ... .. mP.J •• ' ! •e. '—mot' �• • • • • • • � •, •. t• • • • • ••• •• I I //ill lfl � p�°D= < c Efl z;,J F 2X BUCK to \\"`�4� •� "� d a e 2X SUB toFRAME p IX BUCK `og BUCK _ K S1E0.a TYP. _ Ui ............ a............. h b 2X SUB w BUCK p — Yo TYP. h m o BUCK ANCHORING Masonry FRAME ANCHORING Construction CONCRETE ANCHOR NOTES: 1. Concrete anchor loco8ons of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. fiLEARANCE MIN, CLEARANCE TYPE SIZE EMBEDMENT' TO MASONRY TO ADJACENT EDGE ANCHOR TAPCONa C 2"/ 4" ELCO ULT LC ON• 1/4" 1-1/4" WOOD SCREW INSTALLATION NOTES - Wain t ateee,e,.•e t• e a r 1. o minimum 5/8" edge distance, 1 er wood screws to prevent the splitting of wood. ALE: N.T.S. ia. BY: JK m K. or. LFS 3 AWM ea.: FL-16854.12 0 C NOTES: 1. Sit interlock dp location: 1 required at centerline along sill. 2. SN riser required when positive design pressure > 40 psi. 3. Lock and keeper located 12' from each end of frame jamb. i 1-1/4"MIN. EMB. TYP. VI . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . .. . . .. . . • NdTE: Sheet Me& Screws must Pdhehate a n*Pdf 3 Rdbthds • • • • through 2 sheets of metal. 18 INTERIOR EXTERIOR 2 G1 HORIZONTAL CROSS SEC170H 3 Shown w/ Steel Stud Framing Option !NTERIOR O O EXTERIOR 1 HORIZONTAL CROSS SECTION 1 X Buck Masonry Constniclion EXTERIOR 1-1/4' MIN. EMB. TYP. SEE NOTE 1 13 (6 PER CLIP) 17 3 g� IOR :nJ n2J 17 (3 PER CLIP) n 75)SEE NOTE 2 v a 2 VERTICAL CROSS SECTION J 1 X Buck Masonry Construction �'��rllll I►11 ►`, � ao 0 Em VG m �1 d o= �a g �z m 4 U JM�� AL N.T.S. VC. BY: JK W- BY: LFS w•Nc No.: FL-16854.12 W OF 5 . . ... . . . ... . . . . . . . . . . . . ... . . . . .. . ... 3 / NOTES: • • • • • • • • 1. Siginterlock clip fowtory 1 requkedic eMerirr ab •Ili • • • n. 2. SAI riser required when positive design pressure > 40 psi. 3. Lock and keeper located 17'from each end of frome Jamb.EIM O.G \ a2C;zG1 8 3a � 11 SE NOTE 3 z z� 2 2 9 10 W 2 3 � a!� 6 7 ~� U 'Zi- o EXTERIOR 20 INTERIOR a 1-1/4" MIN. 8 EMB. (TYP.) 20 B SEE NOTE I ° INTERIOR 1 C o 13 11 (3 PER CLIP) C 1 18 8 8 1 j SEE NOTE 2 z 0 � 1 ' v 17 (6 PER CLIP) °v • •° C 1 B 0 0 0 g ° 2 u�C F F E DATE s26 15 2 EXTERIOR G1 ' ° SCALE N.T.S. D• owc er: JK CM. E r�1 HORIZONTAL CROSS SECTION E 21 C_ VERTICAL CROSS SECTION o. NO.;LFS & 2 2X Buck Masonry Construction 2 2X Buck Masonry Construction FL— t E:854. i 2 %mET 2 ov d_ . . ... . . . ... .. .. . . . .. .. • . . . . . . . . . . . . ... . . . . ... BILL OF MATERIALS • • • • • REM t MCRMON • • • • • • • MATERIAL A IX BUCK (SG >= 0.55) off WOOD B 2X BUCK SG >= 0.55) WOOD C 1/4" MAX. SHIM SPACE D 114" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW • STEEL • E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �� F #8 X 1-1/2' PPH SMS (1-1/8" MIN. EMBEDMENT) STEEL J STEEL STUD Min. Thk MY, (ASTM A653 GRADE 33 FY33 ksi min., Fu=45 Iml min. STEEL K # 10 PPH SELF -DRILLING SMS STEEL 1 EXTRUDED VINYL FRAME • RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD • RIGID PVC 3 GLASS SETTING BLOCK 4 GLAZING SPACER (Duroseal 5 GLAZING SEALANT (Sikaflex-552) SILICONE 6 MEETING RAIL' RIGID PVC 7 LOCK RAIL• RIGID PVC 8 STILE/RAIL• RIGID PVC 9 MEETING RAIL REINFORCEMENT ALUM 10 LOCK RAIL REINFORCEMENT ALUM 11 SASH LOCK 12 KEEPER 13 INTERLOCK CUP ALUM 14 ROLLER 15 SILL RISER" RIGID PVC 16 ROLLER TRACK* RIGID PVC 17 #6 X 31W PPH SMS STEEL 18 1 WINDOW BALANCE 20 WEATHERSTRIP .18T' X .290'I Ime f%rrKuv to WHIM KIC91U PVG EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GT GLAZING DETAIL .. 60 � L • 0.07- �13 SI[tINIERtOCK UP 13 SILLIIYIERLOCKCUP • sm (�wrot soy 13w1 2 GLAZING BEAD \zl LOCK RAIL I-- 1.25• —• 6 MEEDNG RAIL 4. GLASS THK. 1!8' ANNEALED GLASS � -�•{ 0.57 0.97" o � ooT o.or 0.090' SAFLIX PVB INfERI.AYER � o 1/8" ANNEALED GLASS AIR SPACE �-- or-+-� I-- 0.9T 1/8"ANNEALED GLASS 9 RElNFnORCEMEU RENFORCEMEM Meafp clRoM k Ra Ott: N.T.S. rc. ttt: JK nc. BY.. LFS AWM1G NO.; FL- 16854.12 ttr 5 or 5 o MiAME-QADE MIAMI DADE COUNTY, FLORIDA BE 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.gov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Ft. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration, date stated below. The IvEami Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product. or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miaroi—Dade Coagty� roducego*:* Control Section that this product or material fails to meet the requirements of the at g%4dhlf a buil�g Cpde. • This product is approved as described herein, and has been designed to comply withe the Florida SQildin& ... ; . Code, including the High Velocity Hurricane Zone. • • • • • • • DESCRIPTION: Series "FD-750' Outswing Aluminum French Door w/ Sidekfes 1 L.M.I....:. • 00009 APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door.& Side Litw, Impact".. %. • sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, praparea by m6anxfacturerf...:e signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Prpdpct Control Section • • Revision stamp with the Notice of Acceptance number and Expiration date by the M'lami-1Dade:CounV • • • • • 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 NOA No. 16-0629.16 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0504.04 / Expiration Date: February 24, 2020 Approval Date: December 07, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS I. 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 FenestratiQQ.Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-896$,•dafed . • .. ; . 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by 1dalmiS•Ortega, POP, •. ...... .. ...... (Submitted under previous NOA No.16-0629.16) • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. ,, , • ; • • • • 2) Uniform Static Air Pressure Test, Loading per.MC, T.AS2D2-94.... 3) Water Resistance Test, per FBC, TAS 202•-9•0 • ; : • • • • • • % • • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202' 94" •''. along with marked —up drawings and installation diagram of a; alv%inwTt slicljng glass§ �; ; • door using a low sill threshold, glazed with 7/16" laminated. �lass,:P16PAred by Fenestration Testing Laboratory, Inc., Test Report No. FTLL5941, dated.Qi/20/09, • signed and sealed by Julio E. Gonzalez, P. E. • • (Submitted under previous NOA No. 09-1028.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2} Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 2411.32.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February24, 2020 Approval Date: December 07, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcoNTiNuTFDI 4. 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 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 94 along with marked -up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 5. 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-J4.. along with marked -up drawings and installation diagram of- an aluminuqx•doors of • • . • OXXO configuration, prepared by Fenestration Testing Laboratory; Inc., 4 tt $eports • No.'s FTL4528, dated 02/14/05, FTL-4315, dated 09/13/040 4tsigned and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous X044 No. 05-0.419.03 . • • • • 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS I01,44 :"' 6' • • • • • 2) Cyclic Wind Pressure Loading per FBC, TIV* 02W-94: •. •, • • * • • along with marked up drawings and installation diagram of an a lum.inlum'aoors df XXXO configuration, prepared by Fenestration Testing Labo*tory,;lnc., .Test.ReporV. .,: No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05,. FTL44311, dated 09/01 /04, all signed and sealed by Edmundo J. Largaespada, P e., • • • (Submitted under previous NOA No. 05-0419.03) " 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5m Edition (2014) and FBC 6t1 Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 rge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex DP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. .... . . .... •....• F. STATEMENTS "' 'of 1. Statement letter of conformance with FBC 5tn Edition (2014)Oand FBC 610tditiori (2017), issued by manufacturer, dated 08/16/17, signed and sea" by A..Lynn. Miller, • • • • •....• 00 2. Statement letter of no financial interest, issued by manufae , data ilk}/28/19-,-•- signed and sealed by A. Lynn Miller, P. E. 3. Lab compliance as part of the above referenced Test Report:No(sl FTL; 871.7, FTI•,;..:. 8970 and FTL-8968. : 9 9 0 0 (Submitted under previous NOA No.16-0629.16) • • • • • 4. Test proposal No. 16-0152 dated 03/09/16 approved by RER 5. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-1028.10) 7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FTL4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, FTL-4529, dated 02/14/05, FT"530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED G. OTHERS 1. Notice of Acceptance No. 16-0629.16, issued to PGT Industries for their Series `°FD- 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 07/28/16 and expiring on 02/24/20. . . .... ...... ...... .. ...... .... . ..... ...... .. . ..... .. .... . *00 ...... ...... . . . . ..... . ...... . . •00900 •• . •• • • • . . orge NL Plasencia, P. E. Pro ct Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-4 SERIES 750 OUTSWING IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1. GLAZING OPTIONS: A. 7116' LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN.OW PVB INTERLAYER B. 7/18- LAMI CONSISTING OF (2) LITES OF Will- HEAT STRENGTHENED GLASS WITH AN .090' PVB INMRLAYER C. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16-ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .075' INTERLAYER D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .076' INTERLAYER E. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4- AIR SPACE AND (1) 7/18' LAMI GLASS ASSEMBLY INSIDE (3/10'A 090' PVB, 3/16' HSj F. 71W LAMI I.G. CONSISTING OF (1) LITE OF 3/16- TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAM( GLASS ASSEMBLY INSIDE (3/16' HS,.090- PVB, 3/16' HS). G. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16- TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND (1) 7/16- LAW GLASS ASSEMBLY INSIDE (3✓16' A,.076' INTERLAYER, 3/16- HS). H. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16- TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAW GLASS ASSEMBLY INSIDE (3/16- HS,.075' INTERLAYER, 3/16- HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. 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 E7300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. DESIGN PRESSURE RATING I IMPACT RATING SEE TABLE 1 ON SHEET 3 RATED FOR LARGE a SMALL MISSILE W PACT RESISTANCE Anchor Anchor Type Frame Subdral• fin'• Min. Embedmentor Group Member DIVA nce MwlTblckna•• A Southem All 6083-75 Aluminum 3Ar V8' Gr. 5 B eoCo4cfete (min. 2.85a1) t` 1 4" Jamb HolowBlook TMC9D 2" 1414' UktaCon® C 1/4' 410 SS Elco Jamb Conc Hollow Block (ASTM C90) 1-N 1-1/4° C�fluO All SaAhem Pfrc (SG = 0.55) 1 V,I 1316" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR UROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYdES ARE APPLICABLE. 3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3. CONFIGURATIONS: X. O XX, XO, 0-5 J�O,C XXO� OX�X O� X)�OC )= OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOLIBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE XN )O�C AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 V3'% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 10 THRU 12. 5. SHUTTERS ARE NOT REQUIRED e. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4315, FTL-4627, FTL4528, FTL-4529, FTL-4530, FTL-4921 AND FTL-6941. ANSUAF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES ........ ... 1 CONFIGURATIONS...........1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS ....... ........... _ 4 VERT_ SECTIONS ............. 5 HORIZ. SECTIONS........... 6 PARTS LIST ....... ............. 7 EXTRUSIONS.....---... B.9 ANCHORAGE ....................10-12 Mateftl Min. Fy Mn. F, st"I BMW 92 ke 120 kal Elao UKrsCon® 155 ks) 1T7 ksi 410 SS Elea Cn teFlexS 127.4 kol 180.7 kai BOOSTS A mInum 16 kal 22 ka) CODES ISTANDARDS USED: •2017 FLORIDA BUILDING CODE (FOCI, 6TH EDITION �2014 FLORIDA BUILDING CODE (FBC), STH EDITION *ASTM E1300-09 •ANSI/AFBPA NDS-2013 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL., ADM•201S •AISI S100.12 •AISC NO-10 •• •••• • • • • • •• • • • • • •• • • • • ••• • D• ••• •• • • • •• -PVB' = .ON' TROSIFOL• PV13 BY KURARAY AMERICA, INC. OR SAFLDUKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; VANCEVA BY EASTMAN CHEMICAL CO. (N1)4e4tM • CARr oFmmAWI ADM I FUU1 1 • 12 1 WOO-11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 PRODUCT REVISED as lori eolnpiVln• wNh the Fda Bu=.% C • NOA-No. 1 7-0504.04 expiration Date 0 412020 ey Mlam • ue ntro \♦�♦�Y LY{VAtrr��74 MD. arm zz '�7.`SYr0111AL j1�♦.♦♦ A. LYNN MILLER P.E. FL P.E.# 58706 7/16" NOM. 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 91 OR 92 5/8" GLASS BITE EXTERIOR I I INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS WfPVB INTERLAYER 7/8" NOM. 7/16" NOM. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS -.075'VANCEVAINTERLAYER - 3/16" HEAT STRENGTHENED GLASS 93 OR 94 5M' GLASS BITE EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAN GLASS Al VANCEVA INTERLAYER 311W TEMPERED GLASS AIR SPACE 3H8' ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 3116"HEAT STRENGTHENED GLASS 95 OR 96 5/8' GLASS SITE EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER "PVB' _ .090" TROSIFOLS PVB BY KURARAY AMERICA, INC. OR .090" r SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; VANCEVA BY EASTMAN CHEMICAL CO. 71W NOM. 3/16' TEMPERED GLASS AIR SPACE 3N6' ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 97 OR 98 1 t)5 5/8' GLASS BITE • • EX*-PJO1t • • • • • INTERIOR • ---w F • • • • • • • • • • • • • • • • SETTING BLOCK • • • • • i ' • i •(jtA�119G�1�TAlL 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER ' • GlIi4vild DETAILS im4teq • nr • • !,r„N • •MWAP ERENCH DOOR & SIDE UTES IMPACT u•rraaxr 7. .n aM FDtito U 2 • 12 8000 17 G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp) In with the Florid* NOA Noo. a 17-0504.04 Exptratlon Date 0212412020 ey Nlam ro uet ontro "������� LYN ' Na "m +a ++ A LYNN MILLER P.E. FL P.E.# 58705 Table 1. Mabmum Design Pressures (ost) Configuration Width (in) Allowed Glass Types Height (in) 79 3/4" (65 83 3/4" (7� 87 314" 91 314" 95 3/4" (80) (Q French -X 37' (3� A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door EE (0 A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 3611116" A,E +70.0 -80.0 +70.0 -80.0 ' +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311/15' C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Jamb 3611/16" A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A-rr,0 Lmml Wr1W P%..W-r-v0,'W IV r") IMwl 1, wI&,' .Q B - 7/16" LAM, (3116'HS,.090 PVB, 3/16"HS) UPGRADE F1L-4311, 4312, 4315 C - 7/15' LAM! (3/16"&.075 VANCEVA, 3116"HS) FTLA527, 4628, 4529, 4530 D - 7/16" LAMI (3/1WHS,.075 VANCEVA, 3116"HS) UPGRADE FTL-4527, 4528, 4529, 4530 E - 7/8" LAMI I.G. (3/16"T, 1/4- AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTLr4311, 4312, 431 F - 718" LAMI I.G. (3/16-T, 1/4" AIR SPACE, 3116"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 G - 71W LAMI I.G. (3116-7 114" AIR SPACE, 3/16-A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4630 H - 7/8" LAMI I.G. (3/1V T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16'HS) UPGRADE FTL4527, 4528, 4529, .• ..• . • . . • .. • •• • • • • ••• • 60: 000 ..a .0 m n pawco vvff • • M. 4MC6 A. MW DE Gal FiRESSURES E➢fy1a0.NUa♦ • ns• • • rrav�gE M►is e • l'F IYCH DOOR & SIDE LITES, I mrrwwrasn • a.r a.wa. �uarxnw�� NT3 8 + 12 eaoo.iJ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OAiN.THr OVERHANG � HEIGHT 8 L NOTES: 1, IF USING THE OPTIONAL LOW -RUSE SILL (PART % SHEET 8 OF 12) THE OVERHANG LENGTH MUST BE GREATER THAN OR EOUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +60.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELUTES. (REF. FTL-5941) 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDELITE AND THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE. PRODUCT REVISED as oomFlyir�g with the Florida Building CCo * NOA-No. 17-0504.04 EcpIratlon Data 02/24/2020 �` • `Yoreoh. ' ' ",',ZOIVAL rc,o rrhnn�N A LYNN MILLER P.E. FL P.E.# 58705 I— 73 13/W MAX. WIDTH —1 as 3r4' MAX. HEIGHT ALL OX OR XO 37° MAX. WIDTH 25 MAX DLO ALL X UNITS MAX DLO ALL (+ 110 516• MAX WIDTH •W0 r— 71 314" MAX. WIDTH —+{ 3611/16• MAX. WIDTH 25' , /i 145 318' MAX. WIDTH OXXO (SHOWING EACH VERSION SIDELITE) .— PRODUCT REVISED ass' p,x whh the Florfda NOA-N•. 17-O5O4.04 Expiration Date 02/24/2020 By Mlam uct Gontral ICI IU/I I fl• • • • • • • II I�f 11 • 1 .��ONY LYNhr •,�� `` • • X XX �. • •• • • • • • : : : CC(lFlJL lAM% O (NARROW JAMB) * : No. se705 •� NOTES: •• ••• •• . • • •• /; 1. CONFIGURATIONS WITH SIDE LRES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12. u 1 '•. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. A OF (V lom K LEVATIONS ����S7OJ4AL Kie reoo• • +a • • • %� ,,��,.Qmc�,�,, --%- A 46 • • ALUM. �R£NCH aOOR & SIDE UTES, IMPACT DEL JR 0d1W17 Q NO(7(AAW;STH13SHEET. • r.e •.s A. LYNN MILLER, P.E. Fx4 12"1341 L.T. 4�b46 sP°r �= • hv7s0 NTS 4 + 12 8000-it G FLP.E.958705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VERTICAL SECTION A NARROW AND FULL JAMB SIDE UITE HEAD MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION B OUTSWING HEAD ORIGINAL VERSION TOP RAIL 21 55 1LTERNATE VERSION TOP RAIL - MAX. DLO ORIGINAL VERSION BOTTOM RAIL 56 ALTERNATE VERSION BOTTOM RAIL ••• ••: i i • �OilZw • • .• • • •• • • • • ••• OUTSWING SILL W�m�r�ecna.n Lvvrc o .�raic u�c.�, � FDi'60 IN 11 5 - 12 8000-11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complvina with tho Flodds Bullding CCoodd• NOA-Ho. 17-0504.04 NWrotion Dat• 4/2020 9y Mlam s roduct nV * ; W.58705 4V- sS� • �N o E A. LYNN MILLER, P.E. FL P.E.1158705 I OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE - DETAIL G STILES AT ASTRAGAL DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) L, PRODUCT REVISED v u wmplyirip with the pbrMe midlny Cod• EXTERIOR NOw-na 17-0504.04 Expiration Date 02/24/2020 ey Mlam ede d•e ontro 29 ?rDET 83 •' AIL H DE fL • • • • • •DETAILE DETAIL I J4MB, FULL JAMB JAMB, NARROWST No. 587M NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE OF (AT HINGE JAMB) (NOT SHOWN ABOVE) -;��Fs.•,�9 `��; • • • • AL SECTION DETAILS ' • Z&A�A FRENCH DOOR & SIDELIIES, IMPACT .IR "I" anon qee o REMM02aWa10. •"•r" • • • •rer •s A LYNN MILLER, P.E. FX f22&W LT, ��Ob wl.ns:me•ienm w7� B + 12 80001 f 0 FL P.E # 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ISW49Y 1>i1SfF?71ofl Pso FRAMUPARTS I am •HEAD&HNMJAfB am 2 NBC OU145WMSSL 008A 3 OU1459WSIILCOMR 6110W 4 'EK 0= DRRCAP Gm 3 HBA SIILt7AMBWliA1HHLt1RIP U1133371m 6 /007 SCREW COWR 610W 7 W09 ALLKATE 61009 B PRANBASE®M,YBCRBW R9X 1'M QUAD 71 9 002 ASTRAQALEMWAL 4SW 10 6056Aour-swmwLammm 4m DOORPAEL ! SAW WEAUMFW UM3371M 2D tn12 9= 60012 21 2014 T0fLAZMNKUM-MDHWM 6OD14 22 NO BD1'IDM mu 23 1017 TLf MW 6017 24 6016 BOTTOM SWIW 610 6 25 SWWS=W #4XlQeWMPH 26 1015 A81RA tP7AC1118 6WIS 27 =Ill IWARONZWOSM 6W2B H IM GEEAR11114MUCKA1219AIR sials 30 SDMA QWUMMD00R8®B 61019A 31 M am 32 -m"mmmAtem R6uKawA6.32xiH' 37 MM SMW #12x3/0 TKW HD. 34 MIO SCOW 012.1 Vr TBt166HX M 7lHEAS>ilp Y fi-lSX3V bum" 36 P1ADRf EWr?4UPS/I61/ 799MCTTA 37 sm TzmqAW 60376M 36 1A63 SBMX1ATWb0K 5AMW 39 14530 IDL'%1R= 4" 40 LATMA=SC3 "#AXSI8P7i1LTRLD 7MCMAX 41 =7 W9lWTB===MW 42 W SLAbMAADPGIBH9=11 W/(SUUNAM 43 /1i1 RJMWUa 41031 4{ 51tDOTBLR.T t•32%3/6' PMlLT1171D 7f7t> n= lS BD31A TAMWAL A MMIKO WSIT04391 46 WDL [H1'• TBA ASRIAMI. C11Vfi W51 1 47 XA7R fa2XY1' SSPHRLTRHD 71%MPF'II N S7RO MA78M6% ZKWW"XUPPH 7612Yi1% 49 KS n=71ATBATHRADASRL 90 STRRBSC1M816X VIPIMPH MIZA% N 677LBLBPIATESC3l8W6 MUSS O X 1WFB11A'�FH MUV MM 52 ID41 A 68J n •342 PASSNBTW1ANr 54 Mal STARMWISIMPAS"IACi MU S MA ➢Ab(EA090C) Gin" 56 VIM BOTAINRAIL(CAUBWDESM610uA 57 311C 22 V2' IA BMM 731 PRODUCT REVISED as complying wkh the Florida llmilding Cote Non-47o. 17-0504.04 Expiration Data 02/24/2020 By Mem o ont 97 7/r WAL0 6' T. UT IWACK In&'AWM VANLEV 31W HS)`�11111 11fill, ■ 7 LQ 0 T V4' A YIC 073 VANC6V 9/B' N '%�NY LYNJy'�i��. ID! OMP Bfim 6" • • 0 060DSL � �'�. .•'LLGEN$t'• :4 • • • • MONA • �`7'� • *7 IMA 7AW 11eAD• • • a doom` * No. N9 1214 VVMWABWffr?fMR= SIM7 p;� Cln 2•�(�t` xmArPoramm a6r7R •FG-7- •••• LIST • �•4p456ac • pr • s i�WAL 1%`�\` MW.. OFAM #SAW Via FRENCH DOOR S SIDE LITE% IMPACT • �•• w A. LYW MILLER. P.E. , �aas�� • 74770� NA 7 r 12 -11 O FL P E.iF 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L .062 1.000P-7""'] Ti 3.636 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL 3.018 .050 O7 #8009 6063-T6 INSTALL PLATE --rl 1.278 F� .002 2.238 .050 .583 j 1.353 I+--- 3.636 -� O#8003C 6063-T6 #8004C 6063-T5 OUT -SWING SILL O OS SILL COVER 062 1.278 7 1.378 .683 �- 3.636 - -� #8058A 6063-T6 10 OUT -SWING LOW SILL 4.027 1.033 .050 T O#8008 6063-T6 DRIP CAP F .074 j 2.000 i1 T L14 r . 1 98 �- 3.990 --"I 20 #8012 6063-T6 STILE 1.160 .31 O6 #8007 6063-T6 SCREW COVER I- 1.94011 0r� J O23 #8017 6063-T5 TOP SWEEP 076 050 1.938 .100 1.938 7 PRODUCT REVISED as camp -' 1�� 797 I RulhHHnq lying w Nith the Florlds 8,250 --=-1 Imo-- 4.434 --� 1 2.240 - • j �tlonn Ddafte021242020 r 22 #8013 6063-T6 #8014 6063-T5 #8016 6063-T5 my BOTTOM RAIL 8TOP RAIL 24 BOTTOM SWEEP mlam act .075 :n7ti T �- 1.938 •1� 1.938 ,:A , 7 j 1�.1+70 -A--- 1T 8.250 - i • 4.434 "i �.--- 2.544 2 ````t N i u 111 i i • • • • #8015 6063-T6 56 RAIL, L 6063-T6 5g•TOP•RAjL!UkG kUr-DESIGN 26 ASTRAGALN�" BOTTOM RAIL, LAG BOLT DESIGN I� 1 '°� r'ts.as • • • • • ION PROFILES ;FS '. �como!.• sl: e •i4nJ�xo • We '�••69MCFuwrMeALL; •FRENCH DOOR A SIDE LITES IMPACT .At OYi477 O RWSEDf2MIDf10. •A� ar. •rnr s. A LYNN MILLER P.E. °12 FDRsO• 1i1 D r 12 8000.11 O FLP.EX58705 F.K 7?/L30/ LT. y8A% ,Ycwees�sao -- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2-260 075 27 98021 B 6063-T6 GEAR HINGE, JAMB .742 .353 .y 072 28 #8020A 6063-T6 GEAR HINGE, COVER 060 3.775 —� 1 .4'j3'8' I _L T �f2 822 —� .125 .050 .325 8 8#8028 6083-T5 #8056 6063-T4 SL HEAD TRIM O SUBSILL, OPTIONAL C=ft4 .301 1.763 - -I� 29 #8018 6063-T5 HINGE, BACK-UP .075 i- - 2.438 —� 30 #8019A 6063-T6 GEAR HINGE, DOOR 062 1.812 —I I cff=::a� I—, 1.000 1.000 I 100 3.636 ----�1 I 70 #8010 6063-T6 37 #8039 6063-T6 NARROW SL JAMB TRUSS CLAMP .045 ' 1 1.169 � ] j y .040 4j442 .965 .750 .045 � �— 2.313 —� --� .985 �+} — .045 � .618 tom— .857 — .050 7 BAC BEAD 5 10 SL BAG BEAD 1 p #8023s BEAD -T5 #802C4' BEAD T5 82 SL JAMB TRIM ALUMINUM SILICONE HOT -MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL SUTYLENE SILICONE 5/18' NOM. SEAL. 5/'le' NOM. POLnsOBUTYLENE 1/4' NOM. EDAM 9118 NOM. t>ttTYL a SILICONE SEAL WITH ROLL -FORMED WITH DESICCANT DESICCANT FOAM STAM�.ESS STEEL EXT. GLASS EXT. GLASS EXT. GASS- -INT. GLASS \—INT. GLASS s KODISPACE tot SUPER 4SG TIPS (BSPACER®NXT"' Part 0 Deaerlption Material 100 Kommeding 48G TPS Spacer System Sae this Sheet ter Materials 101 Quenon Super Spacer rff with Hot Melt Butyl 102 Quanex Dumseal Spacer 103 Cardinal X Edge Spacer <4Y `INT. GLASS 3DURASEAL® SPACER •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • cetri crAun•taare • • • mrn•r�••aar • ►•rr•ulxalae nu.waxrowata� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,m XL EDGE'" SPACER 112 1 8 • 12 8000-11 .125 j 1 1. 335 #8033B 6105-T5 80 FD ASS'Y BEAM PRODUCT agREVISED as eomply{ag with tho Florida Handing Cod• NOA-Ho. 17-0504.04 Expiration Date 0212412020 By Mlam -0ad odaet Control pN`f LYNN #NAL `%%,��`� A LYNN MILLER, P.E. FL P.E.# 58705 JAMB ANCHORS 18.500, HT. QTY. MAX. O.C. 95 3/4' - (5) 87 3/4• - (S) 83 3l4' - (6) 79 3/4" - (5) 11' 11' 10.571" MAX. JAMB ANC HT. QTY. 95 3/4' - (8) 314'-(8) 3/4' - (8) 3/4• - (7) L87 3/4- - (7) 11" 9" — H' - 3" W MIN. AHEAD & 31LL 11" 1" MIN. TYP. ANCHOR TYP. CLUSTER (TYPICAL) SEE NOTE 4 JAMB I i ANCHORS 18.500, HT. QTY, MAX. O.C. 95 314" - (5) 91 3/4" - (5) (2) EQ. 87 314" - (5) SP. TYP. 83 3/4' - (5) 79 3/4' - (5) 11' 12" HEAD 8 SILI ANCHOR CLUSTER (TYPICAL) SEE NOTE 5 JAMB ANCHORS HT. QTY. 95 3/4` - (8) (3) EQ. 91 3J4" - (8) SP. TYR 87 3/4' - (8) 83314-m - DETAIL A (CONCRETE) DETAIL B (WOOD/ALUM.) DETAIL C (CONCRETE) SEE NOTE 5 / DETAIL D (WOOD/ALUM.) (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) REGARD1NG J APPu (2 OR MORE PANELS) ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: of CIRCLED IRCLEO ANCHOR TYPES: B OR C C OR A B OR C ANCHOR C OR A SEE NOTE 4 REGARDING LOCATIONS ANCHORAGE SPACING REQUIREMENTS: ANCHORL TATIONSY OF CIRCLED ANCHOR LOCATIONS 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MDCTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD/ALUM. SUBSTRATE) HEAD AND SILL 6* MAX. FROM FRAME CORNERS. JAMBS . .................. I I' MAX. FROM FRAME CORNERS, 18.5W' MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.5711 MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE) HEAD AND BILL- 6" MAX FROM FRAME CORNERS IF PANEL WIDTH IS IV OR GREATER AND AT 3`, 6" AND Sr MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6). JAMBS: 11' MAX FROM FRAME CORNERS AND 18AN" MAX. O.0 PRODUCT REVISED as comWnp with the Florida s•naine NOMio. 17-0504.04 Expiration DateO2/24/202D sy Nllam ro ue -- 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL O, WOOD/ALUM. SUBSTRATE) LYNX HEAD AND SILL 6- MAX FROM FRAME CORNERS AND • • • • • • • • • • • • \��OC1`! C AT 3", 6-, Sr AND 12' MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTR4GAL LOC �1 M5 sCLI/STIR OF Sj. : uGFNSS '• CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27o14-, • • • • • • • • • • No. 56705 JAMBS: II'MAX FROM FRAME CORNERS AND 10.571" MAX O.0 • • • • • • • • • • • • — f�TECMR'pYGlM12 • , •, • a .. Qom•.• ATf �i,�C`s'•..O...... it Ile+aer•7.aam RAGE SPACING �, S� � aFA;b Man, e • • AL&A4 FRENCH DOOR & SIDE UTES /MPAGT .pt OY10.MT O REYiBwNOTE& Q.1187EROUAIJ71►Y. • mmmosaff • • s.r o.ara" ar A. LYNN MILLER. P.E. /JC i LT.n°Ornoraam"s, •FD7� 1/4 10 • 12 8000.11 G FLP.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. ANCHOR TYPE, TYP. ANCHOR TYPE. TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL SEE TABLE A. SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL 1/4' MAX 84 1/4' MAX 1/4' MAX 84 1/4' GROUT, GROUT GROUT MAX SEE SHIM NOTE 3 SEE SEE NOTE 3 NOTE 3 METAL SUBSTRATE $ C PERANCHOR r REQUIREMENT EDGE DISTANCE 1/8' MIN. EMBEDMENT (METAL THICKNESS) TYPICAL SIDE LITE SILL (DIRECT TO METAL) IM- MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE METAL SUBSTRATE 1w MAX PER ANCHOR REQUIREMENT � 1 SHIM 1/4' MAX SHIM CONCRETE/CMU',:;:!';y 'r. EMBEDMENT BUCKSTRIPOR % EMBEDMENT FRAMING. SEE REQUIREMENT TE 1 THIS SHEET EDGE DISTANCE EDGE DISTANCE I-- TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (DIRECT TO WOOD) —ALL EXTERIOR INTERIOR j y ( HEAD & SILL SECTIONS) 1X WOOD EDGE DISTANCE f' BUCKSTRIP, SEE EDGE DISTANCE NOTE 1, THIS CONCRETE/qNU `;.;.;'; ' ; `• SHEET. PER ANCHOR CONCRETE/CMU REQUIREMENT PER ANCHOR 114' REQUIREMENT 4 MAX SHIM TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. P OR EMBEDMENT SEE =DGE DISTANCE ---I TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, '7 SEE NOTE 1, THIS SHEET 114' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) (DIRECT TO WOOD) NOTES: 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1-117 THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). STRUCTURAL 2 FOR PROVIDE U A SUTTO PPORT O.THE DOOR FRAME SIIMILAR O THATMAT'L SHALL BE A MIN. GTH OF 8063-175 SHOWN IN THEDETAILS ON THIS SHEET FOR 2x A MIN. OF 1/r THICK. THE UM. WOOD BUC ANCHOR SHALL BE BE A #12 SMS A SIZE O ��` ��1111 s' jV ` `( lYN '. WITH FULL ENGAGEMENT INTO THE ALUM, IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN pA SHEET; AIp /ICHORAG! SR14CIN64:011 WOOD SHOWN :�.'s��•'' UGEN4;1�� ON SHEET 10 MAY BE USED. • • • • • �' •' 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NOR-METAMLIOGROU3.8400 h MIN., (DONE BY OTHERS) = k : Na Gams MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, 4�NO TW4FER j.QADTOSU•BS•TRATE. PRODUCT REVISED '� vsRae ANCHORAGE DETAILS =� ATE r .. oom v� tb• Florta• <f/-Z' 6WIdinaGOd• HOA-1w. 17-0504.04 farg4sv-fwo �,FAUMA=M ,.. ALQR4 M 0OR & SADE BITES, IMPACT .tr '•.!2oRtoR••' �'�, ',,+ss� • A t�%Y• � ''����Ni ExpImbon now 2/24/2020 �, • ,,,,,.,,,.,•„® •• •'•'•"r FD•750• 1/4 • l .,012 • .8000-11 t i l I ey JR OWW17 0 CIARIF7ED DE}ARB, AEDED IIETACSUBS7RIITF • • • AK f221RN LT. 480.5 A. LYNN MILLER, P.E. FL P-E.# 58705 induct tin ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND OPTIONAL, EMBEDMENT AND EDGE EMBEDMENT AND OPTION DISTANCE PER SUBSTRATE, EDGE DISTANCE PER DISTANCE PER SUBSTRATE, EDGE DISTANCE PER SEE TABLE A, SHEET 1. SUBSTRATE; SEE S4 SEE TABLE A, SHEET 1. SUBSTRATE, SEE 84 TABLE A, SHEET 1. TABLE A, SHEET 1. GEXTERIOR ]EXTERIOR EXTERIOR EXTERIOR a 2 1/4' 'ro 2 1/4' MAX ?OR 2 1/4' MAX. 10 1/4" MAX. 2 ?5 MAX SHIM GROUT, SEE NOTE3'� 1 SHEET 11 GROUT, SEE NOTE 3,—j SHEET 1152 GROUT, SEE NOTE 3, SHEET 11 METAL SUBSTRATE t T :' :( t` : •". ' ': WOO WOOD ' PERANCHOR REQUIREMENT I EMBEDMENT!:% .," -' •-CONCRETElCMU PERANCHOR EMBEDMENT BUCKSTRIPOR FRAMING, SEE EMBEDMENT BUCKSTRIPOR F SEE, t EDGE `'' ;: REQUIREMENT NOTE 1, StiEE711. NOTE 1SHEEi 1 /8' MIN. EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL TYPICAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD) 4 4 TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, INTERIOR �'ANCHOR �E, INTERIOR EMBEDMENT AND EDGE INTERIOR ANCHOR TYPE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. Imo- EMBEDMENT EMBEDMENT EMBEDMENT EMBEDMENT EDGE Y' EDGE EDGE I "' 1/4' MAX. SHIM DISTANCE p ANC t1 DISTANCE :.r DISTANCE 2XWOOD O� METAL SUBSTRATE CONCRETE/CMU :.' `.� " CONGiETE/CMU ; ' :"'' " BUCKSTRIP OR PER PERANCHOR ;, , r..; PER ANCHOR ' ;;?w." FRAMING, SEE ANCHOR REQUIREMENT i7: .:r', REQUIREMENT NOTE I, SHEET II. REQUIREMENT MAX SHIM � 1/4" MAX. SHIM —4 lX WOOD 1I4° MAX SHIM —I114' TYPICAL DOOR & SIDE LITE JAMB BUCKSTRIP, SEE TO WOOD) NOTE 1, SHEET 11. TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) LYNr� N NM . • •• • • • • ••• • Na58?M PRODUCTREVISED�x Florida TECIVOCLOGYDRIM PL SO" ANCHORAGE DETAILS rY� � •'.. 'f/: 0 Coo•-tth the 174)So4.04 �1)� jJ�{ H R '� 0R.D NOA-N•. ratr. aFa,ncsao�se . • & D 1LiTES, IMPACT ••'°•• SSy �.,, aNAI. Expiration Date 02Y14/2020�•,� •'t 1/4 •12 q.12 . • ��. 07 Mla a rodue ontro ant ON1G�fT Q aAR/FZWDJ*TNL.Q�QIDEDMETilr9t;19871�A7E ••• iX 1Pl�D/ LT. awr 45W A. LYNN MILLER, P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MM A D�ADE 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.gov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or maW l•tails to perform in the accepted manner, the manufacturer will incur the expense of such ZestiAj and tIVAHJ mad • • •; • immediately revoke, modify, or suspend the use of such product or material within to ijurisdiction.: RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade. y Product *&ntrot • Section that this product or material fails to meet the requirements of the applicable buil4ing code. : • • • • • This product is approved as described herein, and has been designed to comply OW1414 #lie Flori�i''a'B1lilding .. - - • Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded'Aluminum Tube Mullion f ' " .. • • • • APPROVAL DOCUMENT: Drawing No. 63003R, titled "Impact —Resistant Alkimin&n Tube MuIlions" . • •: • sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11 * with : revision G ..... dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the MiafiA-Dade CoumtyProduur Control Revision stamp with the Notice of Acceptance number and expiration date by the Miatni-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 MIAMFDADE COUiViY Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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, T4K 203-94 ' • • •• • o • 6) Forced Entry Test, per FBC 2411.3.2.1, and Zj&202-94 , • along with marked -up drawings and installation diagram •off . clipped aluminu$f .. •; mullions, prepared by Fenestration Testing Lab, Inc., Test Report No • Vf t-644&... (samples A-1 thru E-1), dated 02/28/11, and addendum lettef*(Matel 05/041?,.signett`••� .. .. . .. ...... 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 wilri VBC 51h Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-6' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. .... . . .... ...... .. . ... . . ...... .• .....• .... ...... .... . ..... .... .. . .. ...... . . .. . •. . . ..... Jorge M. Plasencia, P.E. P,y, 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: MULTIPLE MULLIONS i SEE DETAILS A THRU 0: SHEETS 2A VF. TT� WULL LENGTH J� C OPENRg WIDTH FORVERTIOAL MULL --- SEE DETAILS MD.G,H; `LSHEETS 2121 1 %y .. i\1 � 1 i i- tll �1 I I 111 � �t f; i Irl /SEE DETAILS HORIZONTAL A-0,O,H; MUL, _ SHEET51-1 LENGTH._ —HORIZONTAL ___ MULL --I LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE. FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONS ARE SHOWN, EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS iF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. CHES fDSE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS AR ARHAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL INSCRIBED FSTOINSIDE -RECTANGULAR NOT HAVE A GAP OF MORE THAN 114 FROM THE CLIP. SHAPE ,�---------T 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RES'ST THE WINDLOADS CORRESPONDING TO THE REQUIRED I DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THANIJ180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTTERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND SEE DETAILS ANCHORAGE FCR THE COMMON MULLION, SEE EXAMPLES ON TH'.S SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER 1 SHEET G: ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND AN TABLES. THE LOWEST DESIGN SHEETS z-4 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPEMNG HEM#fi 6) WHEN FINDING YOUR SIZE IN T HE MULLION TABLES, ALWAYS POUND UP TO THE NEXT SIZE SHOWN ON THETABLE S;( ,. FOR HORIZONTALL.7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS. MUST SEE DETmL ` BF. ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT .HEFT 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL, DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE: TEST REPORTS- FTL-6443, ELCO ULTRACONIAGGRE-GATOR NONS PRODUCTSMAY BE OF ANY E. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS 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 FENESTRAT ION PRODUCTS HAVING CURRENT APPROVALS. BY PGT. _--- 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HYHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WfDTHIHF.IGHT O� EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NO& ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS- �...__OPENNG WIDTH.._ I_.—HORIL MULL LENGTH--i �I LENGTH — I v OPENING MBIGHT ` ........ \ FOR OPEi LNG MULL HORIZ VERT' HEIGHT I LENGTH MULL I MULL i Y >t f LENGTH 1 ( OPEMING WIDTH SINGLE MULLION SINGLE MULLION "Fai VERTICAL MULL OPENING WIDTH — FOR VERTICAL M UL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS `- FROM FIGURE 1 ABOVE CODES I S'I ANOARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AIS'. S100-12 •AISC WO-10 B4STRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING USING 1 HE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE. T HAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR- OR-TRIANGULARtrRAPEZOICAL'. GENERAL NOTES-........__... ......... 1 INSTRUCTIONS ............... 1 ELEVATIONS ........... .. 7 MULL To 2% WOOD ..................._... 2 MULL TO I & MASONRY.._.._...... 2 INSTALLATION NOTES.........._..... - 2 MLU TO MASONRY ....................... 3 MULL T O STEEL STUD......_.._....... 3 MULL TO MULL ............................._ 3 ALTERNATATE CLIPS._...._....._.....4 BAY MULL MSTALLARON...... ...... 4 1 X 2 X .125 MULL SPECS ............._ 5 1 X 2 X .375 MULL SPECS ............... G 1 X 2.75 X .375 MULL SPECS...__.._ 7 1 X 2.75 X .05 MULL SPECS ............ 5 1 X 3.125 X .500 MULL SPECS........ 9 1 X 4 X .12'. MULL SPECS.._..__...10 1 X 4 X .375 TUBE MULL SPECS . I I 1 X 4 X.375 T MULL SPECS it 1.25 X 3188 X 265 MULL SPECS.12,, 125 X 3.25 X 100 MULLSPECS .13 126X3.25X.624MULL6PECS 14 1'26 X 3.54 X, 024 MULL SPECS IS 2 X 4 X .25 MULL SPECS- .._.... _ -- 16 2 X 3 X 25 MULL SPEC S...... ____ 17 126 X 2.11 X .125 MULL SPECS_.. 18 30' X 325 BAY MULL SPECS......... 19 45- X 125 BAY MULL SPECS ....... 20 MULLION & CLIP DIMENSIONS...... 21-23 EXAMPLES 1 & 2.............. ....._...._.24 LOADING EXAMPLES ........._...._.._ 25 4) FIND THE CHOSEN MULLION'S MULLION CAPACTY (LBS/FT7 FROM TABLES to THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE IMMULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGH T (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIF7'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSJRE_REQUIREMENT LBSlFT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACI Y- 6) FROM THE ANCHOR CAPACITY'L TALL! 4DN 1HF. GAME 6HEEIVi IJ USINQ YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORISUBSTRATE/ANCHOR-C P PATTERNMA)OAPII.Y)•SEIECTMN 6NCWOR CLIP PATTERN AND VERIFY THAT THE REQURFD ANCHOR CAPACITY IS MET. • • • • • • • • 7) IF THE MULLION CAPACITY LLBSiF- M 01 IA�y'y1� TAM EMS 1-ftHCR THANI'HE DESIGN PRESSURE REQUIREMENT (LOSlFP) FOR THE CPENING, YOU MAY USF THE "ANCHOR CAPACITY ADJUSTM T FdWLA-" 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 PRESSURjE:E RATING (LBSIFT-) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY LBSIF 03TAINE{H Flr TAE:ALLION Ste * meroEPLOWER OF SHE T160 SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. is • • • • • •• 9) HIGHLIGHT OPTION USED GNI1.ABLF•VALUES USED,N A JF•CIFft AWANCATI.N MIEN USING THIS NOA TO APPLY FOR A PERMIT, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building God. NOA-No. 17-0630.01 Eapiration late 05/26/2021 1ATE No. 58706 / i�s' •. Fl OR10p. •'G��� /'L S/ONAE� \'� A. LAMMILAAM;�.E. FL P.E.# 58705 DETAIL A DETAIL B: � MIxuON 1 ° MULLION TO 2X WOOD BUCK MILLION MULLION ATTACHED TO 1X SUCKSTRie TYP. a"cHDa / a OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT, SEE SEE TABLES IB-13FI ..� (OFFSET CLIP SHOWN) IeNToies /t N LL UL.CN STANDARD CLIP SHOWN) ` l SHEET1 oN W t.._ .. __ I / _ �'✓' �` I 11 1 EE SHEETS f �\ MN 2,7 K51 ' EDGE W 7.i FOR NCIE ^\ y CONCREi E CR CMU I.. DISTANCE, J EITHER n -! 4 I I SFF.. SEE T48LES V) \� `i.7• OCA7iCNS )STANDARD r / /3-. ��`� nsTu+CE�C2 —Fat nsoNRrE1B-13BCA'.•t.`ANCHORSmISTALLED BY �� \ fOR Waxc \ A\.�� '� ` M ' THISMETHOO. \^ ��� {�' �,�{ '\ ScPEvA C. �... �\. \,, r SIDE VIEW W .2601MAX FOR ...ALLMULLICN.4 E!THER TFI l V 1-I I z 4 \� .�� \ S:AN°ARDOR: a U m 2 '``\ `OFFSET MULL, ?(J �\ " �:'n �'.,` '`'•` \:.. `°'\� „/1 \� " ~��'.� i \\. \ c /!1 CUPnnnYBE W -�s iG u ^ \\� \ 1�� •\/�` x ♦ .ram r INSTALLED BY ,•. F' f Q EXTERIOR THLSME-Hao; N U " az T-- :_„\ '` ••�. d \ Vj ECOE r� \. \> �r .'L__.._._..- I , < Z I. DISTANCE _ `'� _. i . 2 z ZFOR Q m W MASONRY f Q O Z N TOFFSET CUP IS ANCHORS ` CID ��..,� `` •� ( -..r RE:OMMFNDEO FOR \ / �•� \�� FIN-FRAMFD EXTERIOR _._� j vmNDOWS.BUTMAY �� LU Q Y Y \\ f AL50 SE USED FOR �, ��� ' iL F U) NI OTHER FRAMETYPES. - / r F• x U �2+z \� IL 4 iZ�00 m� TYP. ANCHORTYP. ANCHOR O .. PER SUBST'RATc, --PER SUBSTRATE. U$ I TYP_ ANCHOR % SEE TABLES 18-138 PER SUBSTRATE, SEE TABLES 18-1E6 PRODUCT REVISED !/ SEE TABLES 1B.1E8 / _ED(3&END / r / / f t i i_ BICas A TRIP Du Ildi^complying lying�WlN the Florida SEE TABLES EMBEDMENT /� AND / EMBEIz ENT — -�` Expiration Date 051226/2021 ATTACFMENi .4..��-L//•. gSEf ELI _ i • SEE NOTE 1, v 111{ Mlaml-0a r uct Control • SHEET I. • , MN 2.7 KSI CONCRETE OR CML SIDE VIEW FRONT VIEW FRONT 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 T-IE 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, HEXHEP.D OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICA-IONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1111Il III * No.58705 :•O••� s— 7`nTE dP� T t� " O�N1AL tE 11 A. LYNN �IILt ER, P.E. FL P.E.# 58705 DETAIL C_ MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EIiMER TYIE sTANCARD aR OFFSET MULL CUP MAYBE INSTALLED BY TO115 METP.UD EXTERIOR j �.°`�_ t EDGE DISTANCE / FOR MASONRY--�_ ANCHORS TW. A14UKIR �. —FER SUBSTRATE, I I SEE TABLES IS-13B 3 I EDGE DISTANCE et'II u� ^ •� ..FOR MASONRY ANCHORS THE OFFSET CLIP IS RELOAIMC-HOED FUR FBI-rRAMED wmDOWS, BUT MAY ALSO BE USED FOR OTHER. FRAME TYPES. 7YP. ANCHOR n PER SUBSTRATE, SEE TABLES 1B-131I TER ANCHOR • L.. .eMOSEE TABLE?1B-13E "MMrNTJEABECMEMOTE /F 1; • - - E DISTANCE ~_......._:--SEE TABLES MIN 2.7 KS CONCRETE OR CMV MIN 2.7 MI CONCRETE CR CMU 1R-130 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 15 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER 101 HE 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, HEXHEJID OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMWADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: MULLION TO MULLION i .12s M6r. INTERSECTION (U-CLIP) VARIES TOP VIEW VARIES — 1 LINTERSECTICN V--CLIP FRONT VIEW NOTES: 1) MAY BE INSTALLED IN `TEE- OR'CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY, 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. 112 STEt_ SCREWS, jSELF-DRILLNG OR PRE-DRLL MULLION AND USE SK13 \ —MULLION EXTERIOR SEE SHEETS 21-23 FOR HGLE LOCATIONS EIXiE DISTANCE SEE TABLES 1.133 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) T"P. ANCHOR A PERSUBSTRATF., j • SEE TABLES IF-13R SEE SHEETS 21-23 FOR HOLE LOCATIONS MULLION Is I. Is k':106... •iTe WCYYETF.I•. ST•DSTHLNNERTHhN FRONTV; • GRAN• CO•PLANT :KITH THE FL BUILDING O[0,• D(WOOSBAC,KER MUSTLSFM • • Is •ArWHWNT BY CWERS. •• EXTERIOR•• • USW gPANjVRSPF.CS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD • 000 000 •+ANIGHOR VALUE* MAYBE USED. • • • • • • • • • • • • 2)•3EE CORRESLbN�INOtMULLION TABLES. • • • • • • S.A%fTS1r20d'OR Q@ANPITY OF SCREWS. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 • • • • Is • • 0 • a Isr SIDE VIEW `rn 7 i L0 N 5 U zM s° Z 0 LU J LO i V) W i Ir 0 d H m mi C51 M PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration oat• 05/26/2021 EDGF. 11%%1 1 .111" SEETADISTANBL S ,..0oN.. LYiyAe 10-13B . �'�`. t1GENSF * : No. 58705 T" STATE F ��SY •'F�ORI DP•. •'G���� 0. . •. N 21t' �W,,�'E. FL P.E.?i 58705 EXTERIOR O DETAIL F: DETAIL G. DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SEE DETAILS A-0, SHEETS 2 -0 3 FOR INST.MLLATICN TO SPECIRC SUBRTRA.'ES. STANDARD C.P TO RE MODIFIFO IN FIELD. EDGE DISTANCE -- PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2T X 2.11' X .125 MULLION. 2) SEE TABLES IB-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 31 THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 0 Oi0: G TYP. ANCHOR PER SUBSTRATE. SEE TABLES 153 OR 169 EXTERIOR 2' X S' ANGLP Cup, —2 PER MULLION END, MU5r BE I INV, AULED INSIDE OP BAY MAL. �� RV ry DISTANCE PER ANCHOR c' i�E . As • • • • N ftj FtS INSFA12AT10R OPTION G & H. l 1. � O• • 4)j SE:? ACGLC(4.tS I`% MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. • • • • • • • f;)ETAfh G: SGE T:BLF•4•tF3 148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 156 OR I6B FOR ANCI!OR QUANTITIES AND SHEET 22 FOR HOLE • • •• • • •• • • Is • • • • •e• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • e • •• •• ••• • • • ••• • • PRODUCT REVISED ae complyyingg with the Florida Building CoM ►tort -No. 17-0630.01 0 Expiration Date S/2612021 m Mlaml- Product Controi— y Y l�YI 4i Z � oOW LYIVIv � t,iCEN,gF •. ��� � I ���. No rg7nq nSo//; ATE � /DAIAL E4 g A. LiMtVIMILLen, P.E. O FL P.E.# 58705 TABLE 1A'- __.`.--. _ Mu`,llon CapacityTaWe Opening Width (fur vertica"arrinp mtsoons) or Opening HeigM(for horimrfaty-spom nil -di-) 1 X2X.126 Alum. Tube SOM 60 in 70 in 00M 90in toe in 120M 140in 16a11. TroPTd". LoedM fi',_MUINE R.e•aw Laedn• Tvail 74W Nen9. L-&V d� Rego ryww LmdM d TeWn ana Loedry x ktxtan w- Lm6n9 �E 3 Tro{MTreM. LoadM aK Rees aler L-drg 6 d mR4ep Lo"N Y@ 2 z r Lmdnq 3 Zrc Tt72"M L.wbg S c dC Reetang8s Lo+uinq B d Treprm.M. Lwdnq � drc142In ReevnWw LeadM r3l Tmortew. Laedng Reasnalor LaadM It WTr-v. L-kv hm tmaw ON 111.9 40e 12S.$ 332 93-2 40a /1l.5 326 7BA 4ee 107.E 321 62.9 408 INA 319 62.1 400 104.0 319 55.9 40! id,0 319 AN 104.0 319 39.9 408 iN.0 3f9 1&0 406 id.0 319 �_ .......__..-_63.0 258 62 3312 7J4 252 53,1 312 07A 248 46A 312 531 218 41.6 312 81.3 244 3TS 312 $1.0 244 312 87.0 244 26.5 312 81.0 214 21.1 3 12 61.0 244 •A.B38 M 6.9 111 101 234 53-2 201 61.5 =8 -;16 281 55.7 224 39.9 261 S2.1 222 355 281 50.1 22D 31.9 241 49.3 219 28.8 281 49.3 219 12A 291 49.3 210 20.0 251 49.3 219 64M 72.6 247 571 207 43.9 247 49.0 202 77,8 247 44.6 1AY 329 247 41.5 190 29.2 247 394 194 26.3 247 3a4 /9J 219 247 3s.1 193 Its 247 38A 193 18.4 247 18.1 193 c 60M 3a4 200 47� 170 32-0 200 18.4 766 27A 200 31.5 163 MO 200 25.9 180 2t.7 20C 27.1 159 1B.Z 200 269 i 157 16.0 200 25.0 tse J 63 in 331 111 35.3 155 27.6 tat 30.3 157 23.7 111 26.9 149 M 7 I 151 24.5 146 15.4 161 22.1 144 16.6 111 - - i i 86M 7d.6 165 30.6 142 24.9 10! 26.1 139 20.8 185 27.1 176 10,0 i 165 21.0 111 72 in 22.2 130 23.3 720 1e.5 I39 19.9 Ili 1S.B 1>9 17.5 lie 70M ILL) 12! 19.7 1f10 16.7 125 /5.8 107 nN 11.1 715 TABLE 1B Anchor - CapacitY Tabk 006) SOMoalf. 1.?N Cutmrele 3.5k Cent. Haase CMU F•ed CM.PT`Nood _...._Mani ._ 5'1V Eleo 1/4' SS ENa 5118' E.ko fib" SS Eko a70 SIee1 9.2 S1ee1 a72 Steel Mmtm Type: 3/il Eko Ll."- 11P Elco Ulhacdi ulmm MT FJco LAD-1 1/4' Eko Ukrecan AggreGata III— A9peGelw BcRa (GA 9c:ew 1G5) Screw M5) Anchor CUP Pettema Dku-Ink 1' 2.1:2- i' 24/2` - 11l8' -- 7' 2-!R' t' 2-1T2" 2' 3-t18" T 0.48" 0.54' 0.321' E4qa Embedment k-/-314" 13'4' T 1-11P f•t/4' 7-1/4' t•1H` 1-1/4" f-i/f T /316'- t•iR' 1e11ee Y A.."®4.7!" MM. O.G. l9•ntled a 08sat piP Ip9 11: 380Ibs 39U Ibe 450 ba 890 Rn 1044 1.2701a I 290 Poe J541h1 /40 M 3741bs 664 lb. N1 ba 311 ea 442 ba 5601u 4 A.1- A 1.15 MM- D.C.. ! SnnOerd (m 09ee1) Gyp (Fq. 2),; 480IDe 7001M NM WA N/A NIA 3BO Iba NIA -- WA WA WA WA C62 R. t6S Re 1120 as - - 1 Atmhaa g Y Mln. O.C. / (2) 2x5 An9Ie CfiP / (Fq. Sk 7801b4 - 780 Ra BB6 ba 1`AO R. 1890In 5!0 9• StW bs WA T80 ba Td0 bs BBD lba 1892 6a 68Z bs 885 be 1 lDa ® t1CXp, M10 .t15'AWm. IF• Ik x Amlron OAY MM. O.C. Lli WA WA WA WA ! WA WA NIA WA NIA WA WA N/A Tf51ba 1 Arintor 10.L , !k; 19 m, 195lba 225 M 4451b1,.,, tit% bx 135 RK 1401 . 177 lb. 370 8s 10716 3J21ba 47I bf 1701ba 227 I6e 2%1 ba._ 5eD I. -- _ x Ad1m B 1.15' MM. O CJ FCIIP (FI9. 1k 2401d 350 b4 WA WA _ ., WA NIA ifl0 ba WA WA NrA WA WA 341 0n 442 W. ANCHOR CAPACI I T AUJU51 Mtn I ruKMULA: (DP,) X ( ANCHOR LLION CACAP.P.,,,,,:,,, ANCHOR CAP. MU.,,,,,„, 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 CAPACII Y TABLE FIGURE 1: _ FIGURE 2: TABLE NOTES_ • I� t) SEE SHEET 1 FOR INSTRUCTIONS TABLES AND SHEET 25 FOR INFORMATION ON LOADING. AL INSTALLATIONUSING ET SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --1 1.000' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEN'.NG WIDTHS IS ALLOWABLE. - FIGURE 3: -_- 3)MULLION AND MULLION CLIPS SHOWN ARE N07 TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 2.000" • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRET E SHALL COVdfTM Tt AM 30*SP�CIFIC�TIONy Hd110W6AMD GROUT -FILLED RE PRESSURE -TREATED �25' CONCRETE BLOCK UNIT (CMU) SHALL C NFORM TO TA QQfilSHALL PJN SE L2.Sj4 D A A MINIMUM OF A 25 LFIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OFQ.55. ALI W 11 GAQ`(a'E STRLJ%lURAL STEEL TO BE AT 1' X 2"X.125" MULLION �-'THICK. o� STEEL STUDS TO BF A MINIMUM GRAIDE 33 A)JD . S" S TEE E1"S. AT T:r.SGi W THREADS BEYOND M MAYBE LEAST .125' THICK AND A38. ALL RS INT0f WOOD THE MATERIAL. #10 6 �#12 ANCHORS INTO WOOD MAV BE STEEL 10$ S.S. OR 410 S.S. • LL�� • .•• .•• .•. . • • • • . • •If . • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 i W Z o~ w x ® N N UT V x Q Q °a z mp .. O U $ 6 - cg'. PRODUCT REVISED as complying with th• Florida Building Code NOA-No. 17-0630.01 E.piratlon Date 0512612021 By Miam' roduc o- ntmi `1. l.YlyN7� * . N0. 58705 = %��i STA7E L)F� ' NAL A. IMMIlEP.E. FL P.E.# 587D5 TABLE 2A _ ----- - " MuUron Capacity Table &V Opening Width (tor verlicelyspenring rrA380n6) or Opening He1gM (for horizontaly 9paMrg mWone) 50 h win 70 in Dom 90 in 100 hr 120'n 140 n Icon 1 12 >t .375 Alum. Tube R.IergWr Leedhg z. T1aprII'Mg. : g �g �{••_THIN. P.O..DWr i-dng Trap'TrfarA. Lading S Reda!9u!m LOsdirc yI{� Ell @'71 TmprMarp. Lowing $+5��¢a 11 Redagul. L-An, .afjr$¢ 31 dd T19pn8a1IT Lcadhg g_ i- il, Z Facvn9Wer Loa9M ptr .1 d TraA+ wu. LrednD _r_Mullon 11 I'$¢.yy¢� Z!P ReolB,pubr LeadN [a 5 'A� � �tl n TppT4arg. Laai � - Rdgo., LnarBrg Tmp7d-a LoWkg R.d.Q'Iar U.dinp - T.p?TrI.V '� Redsguar Lg hg L_OM Trap �"19 Lmdtp 42 in 17Q0 am 1100 435 151.3 982 iTD.D 478 1291 662 170.0 50B 113.E .� 189.5 518 Iwo 802 186.8 517 90D 882 188.9 517 7B.T 662 18D9 511 8A9 802 lose 5!7 68.7 � 188.9 511 481n 121.E 507 138.0 11B 10I.4 607 1797 410 M.9 507 - To 403 Ta7 517 1029 349 07.6 507 99.6 397 So$ 507 S9.0 398 50.7 B07 99.tl 396 43.4 507 990 396 38D 58r Cg.O 396 60.625 in 703.7 458 T 379 88.4 4Ee OB.9 371 T4.1 456 OC.S 364 84.8 456 84.8 380 S'J.8 456 81.3 357 D7.B 45B X0 3B6 432 158 80.0 358 37A 456 80.0 958 31.4 455 au.0 358 SIh BSI 100 03.3 336 712 40D BDB 32D 87.0 400 72.7 322 53.4 433 07.3 3t6 4?.5 400 BI,Q 716 427 400[22,1 7t4 35.8 100 61.9 31] 30.5 100 81.8 311 26.7 4C0 61.8 313 801n 62.3 22< 68.9 278 51.9 324 875 2?0 44.b 324 61.2 Z6d 38D 374 46.9 2P0 34.6 324 43.9 ?,T 31,1 .._.._........._ 32A 255 26.0 371 40.5 253 71.2 374 4D5 253 19.5 374 40,5 2!i3 s-.. 83h 63.a 274 67A 252 _ 41.8 -_ 294 492 245 38.1 294 43.6 p1 no 294 3D8 237 - 49,9 294 37A 234 20.9 294 232 221 294 3].5 7aC - tB2 294 331 237 fE.B 754 334 230 'r o h 48.8 26a 49.B 230 390 788 42.4 725 33.d 768 37.5 77.1 29.2 2tRf 341 218 26A 258 31.6 218 182 23.4 13.D 268 2t2 18G 17.5 7S8 26.0 ?.t0 18.7 28t1 27.7 7W 14.5 7B8 27.7 209 11fi 38.0 225 37.9 1B8 30.0 225 82'l iB1 2S7 225 26.4 te6 225 225 25.6 185 A.0 275 23.5 r25 16.0 Z25 20.3 1Tl 1191t96 Y 1T4tt3 226 19.8 176 7811 308 202 -320 t77 2iB 2J2 Z7.2 173 21.9 202 23.9 1T0 19.2 2D2 21,6 18/ 77.0 207 19.7 1[3 t5.3 202 1C 12B 202 78.7 187 10.9.. 202, ).. 16B' 158 9.6 202 15a t58 7Bh 28.3 187 29.0 188 7!6 1D7 25.1 185 rJ.2 197 220 182 t7.7 iB2 iS7 1.'9 nil 192 le.i 157 142 IW lei 155 118 ie2 li7 152 1D.1 1M 14.4 15(1 B.8 1B2 l4.7 150 901A 18S M4 19.0 118 1D1 744 ta.i /26 SUh 157. 127 16,e 113 I TABLE 2B Substrate: 2T8 Cmwre".e wl`n3.5k Caw. •n , WF n••a 110- VIM FEW C.M1 PT 000n0 Mehd 5011. Ewp "- 111" 88 Eton S Etor 'Y78' Ek1 /e SS EIn 714' SS Eko A10 8kN kG IM StenfrAl Al2StetsA." Type: 3/16'F1no IAeeon 1J4• Ewo Uitaom 311W Elx llln- 1H" Elc9 Lql- AI 13mpon S<,0 �012811;e.l Anchor C141 PaRarna --/B' r 2-trr t• z-1lY r 1V6• r 0.48' a324- td4• bY4"1-Y1 1-3n' r !-1k^ 1-in" tan• lmhn 2 Arc,'ton (t 4.J5 Mh. O C. r StardmB a Olhd tlb IFg. 1Y 990 k4 360 M <50 ba 83V M 18/1 ba 270 Na 35110a i!0 ba 40R 74It 9n Ito 654 ae 916! - 1I42lb N1 Bn M2 WaF21" 6651Cnw --is, V. Mh. O C. 18tanaad Bx OINeIY qb (FID. 1J Ie01bs 7CQ Its _ ! WA WA WA WA 3001M 38tl ba _NMI N7A WA _ WA wA �21be 685 Bxs 4 Arwtwra'gl3" Mh. O.C. / (212]5 Argh qba / (fb. ]7 i&1 ba 7BO Inc 880 15a0!M 1896 B» 540 Bra 760 9+s N/A T&I b 748 i6r 89C ba 18921b4 882 ba 2Anrlem 8 0.45' hill. O.C. I tiCNp, h90 .175Alan. (Fip.t, WA WNIA NIA WA WA WA NIA WA WA WA WA WA1A.l-I F9bI1V 5Y iB5 be t� Its 225 n45 on S221b 115 M I Im aM 1771oa 30 ba1B7be 977 ICS1%0be 22f W2 A-hon 115" MinOC.IF- -(FIG 6i 240 ba 39015s WA WA WA WA t9[ns WA NIA NIA WA WA 3ii1n d421M I NOTE: FOR I Hb UrrbL 1 -1, tlac I nr_ - FIGURE 1: FIGURE2 FIGURE 3: 1: • • A�NGLE�CL�IP MUUSl1IU1IIT BE USED N PAIRS. FIGURE 4: FIGURE 5: FIGURE 6. ru NT Fr1RMULA' (DP-) x ( ANCHOR CAP.,,,y,"„ .. ANCHORCAP.- `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 TAR, E. 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 ANDiOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.000" HOLES TO BE DRiLLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 7.1 23. 1 FIGURES SHOW SUGGESTED, APPROXIMATG10Lr•L"TIWSa • • • • • 41, SUBSTRATES: CONCRETE SHALL CGNMRM TO ACI •C7 SPEOIFIrATKWS.61OL60WaAND GROUT -FILLED j_11275' CONCRETE BLOCK UNIT (CMU) SHALL CONFIRM T0R91`M 69,TWOOD SHAIi69PRES`URE-TREATED T YELLOW SOUTHERN PINE WITH AN SG OF . ALj)tvll!1M SHALL BF 60q8-T�AND BE A MINIMUM OF .125" 1- X r X .375" MULLION THICK_ STEEL STUDS TO BE A MINIMUM G E 33aRT .045" f4CK (lfGAU(9r).,qTR(3"URAL STEEL TO BE AT LEAST .125" TI TICK 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, I"S.S. OR 410 S.S. • ••• ••• oris • • • • • • • • • • 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N Z UI $ W LU P V N J N 4 J J M Z tt G. R LU X 5[ f4 N (n < o tt a gT Z .tn o PRODUCT REVISED as comp ing with the Florida Building odi NDA-No. 17-0630.01 Expiration Date 05/26/2021 By `: ��'�,.•• LICENSE''. ���� * No.58705 �.� %�Q� •. S A. LYNNiMILLER, P.E. FL P.E.# 58705 TABLE 3A ---- - - _ "'- - Mum on Capacity Table 16sAt7 Opening Width (W IArb ly-9Par43rg MLAors) or Opening Height (for honmr4alysparrlirlg m�0as) 50 in BOh TO;n BO BI 901n 100in I201n t10M t00h Ractar.Qdx TraF7T6•q Reetanp4ar 7T19JRbn9. Reda1l•Aar TrapTDiarp. RaelargWar TI'aWTNang. Ren Wler Trw'Tnen9. 17eetapWaz nay7raro. LredFg ReelanWrer toaA'g Tray'Nang• Lwdlq Reetaripubr Lwdro Tmp'T6anp. Loafing Reebn96x lnadro rray0'ang. Lwdrg t a 2.T6 a Wad'• Laadng Leafing Loading Ia-aTdw Loedlg Lwdng La dlig laadng Laadlg Leadtp .STTIem• Al .,�. ... _ D _ ! a $$T V Mul9on T aEa8 i��. 2@. aZ So 170.0 T44 170.0 478 170.0 088 1700 Sol 170.0 $92 17a0.i. it 9 170.0 111e 1700 621 170/11240 170.0 521 148.7 1301 170.0 521 1D.5 1307 1T0.0 521 -_ Ills _- 7301 Use 521 42b 170.0 BID 170.0 435 NK 170D 9B2 170.0 630 /70.0 1133 ......._._ IT00 861 iS'.a 1t79 1700 677 135.E 1i39 1T0.0 Qa0 1139 1!79 170.0 fi80 9T.8 11>0 1T0.0 6B0 65.4 1139 1700 680 18M i70.0 705 170A 5U 1700 aes 696 17aI, 170.0 6]I 167a 1W2 170.0 854 146.a 1032 i70.0 723 7305 1032 170.0 747 117.4 1W2 170.0 758 97.9 1032 170.0 759 83.9 1Q2 170.0 758 73.4 7032 170.0 750 140.0 709 69.1 937 140.0 706 E06 90T 140.0 50,l25b 170.0 Tdi - 170.0 563 - I70A U5.0 714 98.8 907 770 i 170.0 797 170.0 612 181.] 907 /70.0 621 1362 B07 101] 730 120.9 901 i525 /2C i07,5 807 .60.0, 58.6 _937 733 9?.8 574 5CA 735 97.e 574 14.1 735 Blp 6ain ,H1.7 95.7 578 514 /11,1 135 151.5 625 1tT.8 T35 130.3 871 1601 735 116.0 599 6R.2 735 108.2 593 78.1 60b 7J5 99.5 683 70.5 735 i we 130.0 570 101.E 8m 111-5 $57 BID Beal "a 647 76,2 656 "1 538 67.7 We 83.9 'Uf 60.9 6t91 79.6 526 60.8 BM TJ.B 321 U.5 B!6 75.8 637 3l.1 886 75.6 527 {{ 63 M 121.9 007 /72A 522 86.3 60J 9l.1 511 73.T E07 a5.0 501 862 oaf 7I1 493 58.5 007 71.5 4B6 33.0 607 67.e 181 442 607 63A 178 J7,9 607 62.7 4'M 33.7 6[7 62.7 4T1 T11 68 M 100.0 81.6 5?0 65a 443 66.0 $10 73U 431 58.3 570 64,3 426 51.0 510 57.9 410 45.4 510 S1.3 t13 408 510 50D 400 34a 610 45.9 402 29.2 510 Ii.4 JB9 25.6 610 N.3 me 72b 458 __...... 4-4 46.➢ 778 35.6 c6 4/.6 373 34.7 458 41.8 385 2eR 37.7 392 21A 155 38A 359 21.7 458 35.7 356 76M �.4 M2 45p 135 725 p7.01 400 >01 57.5 53.5 450 435 61.7 59.8 392 377 49,6 46.➢ "a 435 $4.1 48.6 385 389 43.4 40A 435 44.T J80 35.7 435 10.9 ]ES 32.1 q5,.. 3a1 351 26.8 435 34.4 314 22a 1.35 326 3♦1 20.1 4]5 322 310 J8h 4!A 727 43.1 29C 34.6 327 :W4 265 _...... 29.9 327 .__ 31.e 2to 2a1 727 _- 29.3 2M 232 127 26.7 D1 20.9 17.4 3D 21.0 282 14A 327 1➢.3 256 _ 90h 327 23.7 265 OB :n 3/.t 2a7 35A 257 Ra.T R67 28.9 252 24.8 267 220 218 2'..5 267 7.3.7 241 19.1 287 20.9 240 17.2 287 Is3 237 i4A 297 16.9 272 108M 242 2D 24.7 205 20.2 717 20.t R01 1T3 227 15.0 15.7 227 18.0 iBS I 198 t t t h 22.3 2t5 22 T 194 10.6 215 19.1 191 1ph 7T8 114 17.9 /87 TABLE 3B __. -- --- Anchor Suwiwte' 2.7k Ctmrc14 Ca 3.5e Cerro. ity Table Ds Nwaw CMU -F18eo GMU p'I'lNood IAnW A." TYpa: Anchor CRp Pattems Eek. pMleme 04 Elnbednenl(hl 2Ar0naa ®1.T5' Mtt O C. / SanO■d or O9aM Gip 11-k 1) 4 Arrc!1e1a®1.i5'Mm OC.I9Mpe■d ler 05se11 Cup [Eb 2)'. -_ „ _ ___ 4 Alwt+un$ i" Ran. O.C. / (2) Zci AnpM C9W / ff79. 7)'. 2 ArcM■ a 0 4S- W^ O.C. I U.Oip, Mto.12r ASan. (rV. 4): 1 A1knc! / F-COP �+9 SI: Lib" Eko i• 1.3f4' 3901Da 4W Ib5 ____ 780IDs WA 7951Dn U7ee-Cn bt2' t-V4" 39nba 106 ®e T80 •a WA ia5 ba -y 1/4• Eko 1' !-3'4' ISO •s WA 8501ba N.A 32'=� "- U'. -- 7.3f4' 680 Ca WA 151IO.b WA ) 4461D6 5116" Eft, 02. 2 16t1 Da WA ;89l M _ _ ^_ N/A 6J18+o 3116" Eft 1-1/C 27016a WA 5/0 A>i N/A 1351' UlYacan t-1A• 280 Da 38O 5n EGO IW WA '401M _. 7/1' Eko t"4reoM ,• 2-1+r t �M" t-I/1" 351 IDa iep Ib WA NlA NIA Ta3IM _ t _ WA ! WA t/7 ka 9701Da ._ 1/e SS Elaa AppeC tw t-t/4' 9T41Da WA 749IEa S'18" Elee Ullracw --- t-t!1' 8541Da WA flBO IDa 1f4. 33 Eko A92.7mor 7 r va Steel x2v 1051 0.46' t-L8' 912 5te8! Boren (G53 05t' 1.3f6' 912 Steil S-r G5) 0 -32 .4" _ Neka lM51Sn WA 1892:ar 34' M4 BBT WS h62 M H2 P. 085IM B861b5 .51i0 ix 1110.4 1120 IM WA 16716f NA 3321Da NJA 17777e NIA 1701D5 5111Dr MIA 2271M 715 bb 250 ha 2 Amiwra 1.1V Mn O,CI F.fJip IFb. 0): 1/0 La JSC Wa ..,_. WR ) W�A WA _._�_ WA IBC Ito WA WA WA NiA WA 142le, 560 Ora NOTE: FORTHE OFFSET CLIP, USETHE SAME ANGKUK YAi I ----- FIGURE 1: FIGURE 2: FIGURE 3: - • • 11 • • ANGLE CLIP MUST BE USED !N PAIRS. FIGURE 4: 5��•��'' FIGURE 6:._ I((('F!'IGUIjRE 0 IE � `___)CIRCLED VALUES ARE USED IN I Kt tAfu.SI'Ln- anco 1 - TMFNT FORMULA (DP-. ) X ( ANCHOR CAP.,,. „»_.\ m ANCHOR CAP.- MULLION CAP.,,,,,,,,.,II 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 AMINIMUM 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 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MIIJLL LEN%TVS A VDIQR OPF•NING VIONHS IS •OWABLE. • • • • i � C: 3) MULLION AND MULLION CLIPS SHOWN ARE NOTjO SCj�• F R � A DI EN IONS, SEE SHEE IS 21-23. HOLES TO BE DRILLED IN THE FIELD FORLON/ING9UME,YSIGNALOREWR1(WIDS S QWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXI?:RE HOLLi_OMTIONS.• • • • • •••• •• • • • •• 4) SUBSTRAI ES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. IiOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WI I AN SG OF 0.55, ALUMINUM SHALL BE 6063-TS AND BE A MWIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GVA06 33 ANO6(V!j TF" W18 GAUGE). UCiURAL STEEL TO BF. AT LEAST .125' THICK ANO A36. ALL /RVCIOORS WTO METAL SHELL E)(JEND AT LEAS;3 VAW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS IRTO V*OD MAY BE6TEEL, U-8 S.S. OR 41L*.S.• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration D■te0512672021 By Miam ■ ro uct Cont-rof- 0? LYNAv * i No.58705 iy �117 5 A: (`((/`` /ONAL ENG `• A, LV�N MILLER, P.E. FL P.E.# 50705 TABLE 4R�- (-" - Mullion Capacky Table IbsA62 Opening Width (fir v ftl ty-sparring mdliors) a onin9 Helph! (for hori2anle sparrlirg "So-) 50 in OD M 70 in 30In Pam 1001n 120 in 140 M ISO is 112.761 Reelelg8• Loed1W Trrtp'1Nang. L9edng RocMqula Loedn9 T1DWTnarq. Lowing Redeng:4r Larding TrW-,deng. Loadn9 Pe-WVIa Lnedrq T-P/TrW4 Loadhg Ro91an•As L-Irm TraWTdang. Lowing Fidapdar Loadrp Tnp,Tl:anO. Lmdng Rramngrla Loadkq jrWrdaq, Laodlq Ra Wainer Leading TW4arp, IAadPg Reolarrgder Loednp T"PIT4an9. Loadn9 ,660 Alum. Tube oar ± yy $ i u u^sg $ '� : TV-01 �c� Fa dip 3s �4 4--^ 42M /7O.0 SZO 1T0,0 435 170.0 744 770.0 476 170,0 666 170.3 SOB 170.0 922 170.0 St9 17C.0 11% 170.0 521 170.0 1240 170.0 521 1700 f186 170.D 321 i5E.7 182G 1T0.0 521 t5e.6 /620 1T0.01 S21 43M 1T0.0 708 170.0 524 1 00.0 8W 170.0 584 170.0 992 170.0 NO 170.0 1133 110.0 661 723 17C.0 1275 170.0; 8T7 170,0 1117 170.0 NO 141.7 7417 170.0 000 121.5 111T 170.0 680 f08.3 t417 170.3 660 SO.Mla tX0 747 170.0 6B3 110.0 896 170.0 631 110.0 1048 170.0 584 170.011195 170.0 1820 1288 170.0 747 148.3 /268 00.0 756 121.9 Me 110.3 756 1G.5 1265 170.0 756 91.{ i288 170.0 758 54h 1T0.0 197 170.0 012 1'O.O ON 170.0 "1 170.0 1110 170.0 754 153,7 11M iT0.0 803 133.D 1130 17U.0 037 12C.8 1170 17C.0 858 /OO.S 113C 170.0 0B/ 88.1 - 170.0 661 753 1l70 7700 881 OOM ^.70.0 0� 1 00.0 701 746.5 915 102.3 701 Q5.5 615 144.5 746 109.9 _ 9/5 132.3 7]5 97.6 915 _r. 123.@ 728 8T,9 915 118.5 720 732 8/5 11/.1 715 82.8 91i /11A 715 54.9 615 114A 715 63In 151.$ 830 161.9 710 128.5 M- 1 88.9 89{ IW.S e]0 /23.2 681 94,9 030 7122 B70 8/A 930 1D40 W2 75.9 830 N4 856 633 830 94.5 549 54.2 8_10 94A $49 47.4 C30 94.1 649 go in 132.1 757 140.0 660 110.D 757 110.8 038 W, 757 105,9 624 !25 757 WA 1 61 773A 751 89.1 son ESA TS7 84.2 600 55.0 757 79.0 S93 472 757 762 591 41.3 757pi 591 C j 72M 101.7 678 100.E SS2 61A 878 91.0 5/0 72.7 636 80.1 530 63A 838 72.2 SIt 665 63a 06.5 514 50.9 638 67] 508 42.4 67B 572 S00 36.3 8]6 55.3 497 31.8 638497 78M 80.5 5Ti 90.1 4ee 72.1 STt 766 1U 6. 71 6T,4 779 54.1 571 80.0 471 460 571 55.5 _ 454 43.2 571 57.8 459 36.0 5T7 47.0 451 30.@ 571 _. U.8 447 27,0 871M6 78M 6D.0 542 83.4 41 68.7 512 7OA /85 67.1 542 62.1 456 WD SU 56.7 449 44,{ 512 51.0 M2 {0.0 JIZ fl.S .437 33.3 542 42.9 12B 226.6 542 40.8 425 25.0 5/240W h 52.1 107 53.7 >O7 13.4 4D7 {S.{ J55 172 407 39A 318 325 1DT35.3 343 269 407 32.1 338 Z6.0 407 i9.6 3}i 31_7 407 28.1 3Z7 18.E 407 24.1 322 18.3 198M 429 1a0 M.1 320 75a 358 3T.2 314 30.7 358 22,4 3W 20.8 i 358 268 304 23A 358 25.1 3C05 358 24,0 2981T9 358 21.0 28B 15.3 358 191 28t30.6 255 25.1 283 259 251 21.5 293 225 247 18.8 i 28J 19.9 18.3 244 231 16.T 263 16,0 240 151 ie3 165 237 111 M 3/.6 267 28.3 2t2 23.1 i67 23.8 238 19.8 207 20.6 235 17.3 267 15 , 367 18.5 228 _ t20M 22.0 229 T2.3 20e 18.3 229 758 20S 15.7 no 16.2 ZO2 TABLE 4B SobOMe'. 2.ih ConOrete �cr],St. C.a oa`• M ma'CMU _ FeedCM.I PTWood Me1N Amhw Ty;e'k.7. acon IW Eko Nheven 5!1E'Eko Un- ____ Niel E:ac Umeoon 1/4'Ekol IN- 1/4'S9 cko A�,C:Mm 5'78S'18'Elco LIIVaza1 IWSSEko AN.C,-or V.OSWd S-,'05)8-105) n261eN *125:etl Sc2W(Ci51 Anchor Clip Patterns 2 A7xhox Q 4.T5' MM. O.C. l S 4 AnOFon B 1.74 MM. D.C. / SMrdetl -__..�__ ESp 01aM:0a {M7.t7Y Emt4dnent03/4- ar 08td qiP IF10 tTW (u O!bN) CIIP 1F10 2xoea 1' i-7/4' 450 Au W A 2-iR' 1.3W 900lbs WA ]-118' 2' 1644 Ce NA 1" 1-i14' 2TO Ms 2.172` 1-1H` 2@C IM " i' 1-ti4" 35a IM. 2-It2" 1-114' 7401ba 2" 1-114" 374 Cs J-1/D" 1.1/4' 65110s 2' 2' �4/8 Ma o4ir /-376' 311 Pos 0.5Y 1.3/e' M2 Ne 0.324 tares -12 31b WA 36C Iba _ WA WA__ _ NIA NIA NIA 882 0u E62 ABS 1120 •a ba OC. 1(1) 215 Argk C" 1 iFq_370 8n 68016s IsAO Ibs WA 1696!M WA 640 Po9 6601Ca WA 780Ies WA 7481pt N!A 8B0 ks WA 18D11ba N,A ala WA 8 Ib 1120 715 Ma 2Anatae0015'S6n. O.C.I UCSv. s8o,125Asni. (Fb_4)�WA WA NIA NIA a9A 1 A,. hm I FCBP Tq. 57 2 Anchors 1.15- Wh O.GI F-Olp flg. 6T 703 Da 240 RA 1951b 225 f 445 ha 872 nE WA 135 W WA 14C Iba 1 W Ilra I t/ Ma NSA 370 as WA IB7 IM WA 33210e -NIA d739a -WA 170Iba !1+ Poa 721 M6 N2 ma 280 Ms 58ri ro4 336" NIA WA TWIG rU1[rnc--- --,, ...-...._.,-,,.,_. _.. .-__.._.. ANCHOR CAPACITY ADJU511fitNr I`Ummyt- - (OP"„) X ( ANCHOR CAP.,",„..) _ ANCHOR CAP.- `MULLION CAP -- USE THIS FORMULA TO OB-(TUN 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 SELEC (ED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2• _•_ TABLE NOTES: 11 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEE ( 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION ME I HODS. - owaelF FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTFIS AND/OR OPENING WIDTH. 1.5 ALL •• ••• • • • • •• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALRE. IZR tit . DI•IE11OW, SEE SHEETS 21-23. HOLES TO B6 GRILLED M THE FIELD FOLLOWING DI3Q of N1l.L•REI9fRISTIOlIS SHOWN ON S4EETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE' BOLE LU TI�NS� • • • •• •9• •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPE1IFICA?1ONS.%01OVh%O 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 SHALT- BE 6OW-T5 AND BE A MINIMUM CF .126' THICK_ STEEL STUDS TO BE A MINIMUM GRAD -,,,•••33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANC 1 S IN ( A-TAL SI4h8LtX1t" b- T LEAST 3 SCREVWHREADS BEYOND THE MATERIAL . #10 8 #12 ANCHORS 01TC),WOU MAYBE S TFO, 1&8:S.S. OR 410 S.SP • • • • •• • • % • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 1' X 2.75' X .65(' MULLIIN! C U) 00 N O K m O C 1d 0 z I W 4 F- Q 1n L t7 Sn co e W ¢¢ a x6; .Pv W A N In 5 U x Q O Q_ Z a a. 9in PRODUCT REVISED 0 6 Complying With the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 ti711111 //7 * : No.58705 1 *_ tfAa ��Fs'•• FC 0RI0P•.-`0A A. LYNN11 MILLER, P.E. FL P.E.# 58705 1 A16Lt SA ----- " Mullion Capacity Table b6Btr Opening Width (far vertlm9ya &,dng m7Mions) or Opening Haight (ior horizprt9%""Ptxrirg mullions) 1"x 3.126"x M In eo in To in so:n 1N in IDD a, 1201. 140 in 1601" 11-t-W6, Wadrg TRyTdarp. Lpadrp P,e<teiQ.d• aa ldry hapRrieg- Loadn9 RectargWer Lp.d"9 TnldTderp. Loaft Reolafµylar LOMeIll TlapliN•p. Loadn9 Rp-tanpiar Loahi9 T.Prftr4. L..N. R.1a,9Aer toedrai T,,,iTd ig. U4drg RecfarrpWar L.&V TrapTMnV. L.Wd,g Rechrlpd• WadirlV TrWIT.-N LoadnO P-AV4ar Lpedrq TrgVTd-M Lmdn9 .600" Alum Tube Mug I r _ ��i�� r T501, drc p' d G' Png @ �5 dc' 3'gi a �C :B d` rr_z��gWT 4 121 S e� d d"c • s 3ey rc 52 a - 3€<`a o B Ba� a ., t 42. 170.0 GM 170o -435 170,0 144 MCI 47e 170.D 60 170.0 SM t7D.9 902 J70.0 sit 170.0 11/6 170.0 sit I7o.o 124D i7o.D 5n t7o.o€ uae[170 s21 17D.0 +T3s ao.a 521 154.4 tao2 nD.D set 48 in 170.0 7CS 170.D 524 179D 850 170o 584 170.0 092 170.0 6M 110.0 1133 1700 60' 17MD 1275 170.0 677 170.0 1417 1700 0e0 157.715770.0 080 135.1 1577 1100 68D 118,7 1577 ;lot) 080J.8251n 1T0.0 717 t70.0 !G1 170.0 89fi 110.0 631 1700 1018 170.0 664 lYO.D /195 170.0 727 1T60 1345 110.0 747 770.0 1t94 t70.0 159 141.7 14950.0 750 121.5 1495 170.0 758 178.3 1495 I70.0 75654 in 110A 7T 1T00 a12 170C 958 170.0 591 170.0 1719 R0.0 754 1700117D.o $03 166,1 14m 170.0 637 1405 1401 IM3 058 124.8 140t0.0 e81 foe.e /401 170.0 -I 9].4 1'in 170A L•1601n 170.0 e03 170.0 701 /7D.0 1083 1TJ.D 797 15D.5 1158 170.0 87e /3e.7 1156 1970 028 127.3 115805B17111.01158i49.7 i10 92.5 11584.5 B03 79.3 1158 /4l.S 90] 69.4 1156 141.581 Y1 1700 930 1T00 745 1.59e 7019 170.0 esD 137.0 1W9 i5S.5 880 119E1049 1417 US IMS f041 1]2A 11 95.9 1049 /M-3 On Ile 1009.3 WO WS 1049 110.9 619 59.9 1049 1188 01D M186.8 955 170.0 789 129.9 -M 151.3 6Di 119.1 BSS 1337 Tab 104.2 956 121.4 775 1128 M $3.4 955 t06.4 757 603 e9.S 9556 7t9 6B@ 955 96.7 Toe 521 956 80.7721n 120.5 am 134.9 89) t07.0 b07 114P 8E2 81.8 go i01.1 070 80.3 _.r 003 91.2 6SB 83.9 819 N.2 803 78.8 64x SJS em2 612 438 803 89.6 628 40.1 803 __.. W7 58.1 WT 503781n g78 in f09.2 721 114.7 629 91.0 721 07 0 618 7e.0 721 e5.1 I9?5 •].3 721 76.5 505 70.1 580 516 72' 05.4 579 45.5 721 59.4 SM 30.0 721 $6.0 Se4 34.1 T21 101.0 ON 105.4 509 64.2 e84 30,4 507 742 804 79.4 S78 63.1 eM. 704 5a7 $126 BM 558 50.5 604 392 551 42t 664 51.1 Stt 36..1 Be4 31.3 5389011 eS.6 5'4 eT.A 436 84.e 514 57.3 446 47.p 614 E0.0 MO 41.1 514 44A 433 40S 427 33.9 6U 773 .................. 421 37720A 27A S74 33.0 112 27.5 1 51{ 10.4 IC8._ 86in 54.2 152 65.7 4a 4s.2 452 47.0 396 3D.7 152 4C.9 390 33.9 452 364 3e4 329 376 271 452M.7 78s 203 19A 136 452 24.2 359 16.9 452 22.a ass f08h 3a.1 3S7 ,r.' J9 322 31,7 957 52.7 317 Y7.2 757 28.1 312 23a 357 23.2 308 227 M3 19,0 357 208 299 iss ._. J57 18.01 __ 357 10.2 _.__2;- 297 11.9 3C 2e] Mi1351Zia 34.8 306 29.2 338 xi MI.20.1 298 2/.9 :l 23.1 292 20.8 258 11.5 33a 19.0 284 14,8' 338 16.5 �a 12-5 338 14.8 11.0 378 /3.8 269 120 In 27,7 2e9 28.2 281 23.1 289 23-7 259 19e 289 20.5 2Je 17.7 289 10.1 252 15.4 209 18.3 249 139 2a9 14.D 249 71,8 tea 12a IIe 99 28A itA 2?b a.7 Zee 104 232 I Adl-t ad "--'- Alic rC&paei - Table ibe SuesNat., 2 A Corcrae 35k CWC. _ HOn09 CMU Fekd (-fEU PT WOD6 I Mesa T- 5+iG E]co �T V4'SS Ekp S1S Eko Ud'S9 Et<o a10 Stetl 8125ko 012 ST.1 Clip Patterns AfXr. T7pE: Y16 EIco Uarim V4'EcpU9•con Urriuon 91C EItp Lllam ;!T EkaUnR<On -- A2� .", Ulla:m Aggns'iaor - S<rew {CL)Sceea - LfiS) S;rev 165) Anchor EdpepstatO6Bn1 t' 2-177jA 3-1IY t•2-Y! 1 21!2'?'.8' r 048' 034'032Y wmw p 13f4• ISlr ]' t-V4" I-V41 1 V4 1 1!4� 1-114• 11!4' 2- 1-3'5- 1Jr8vAree99Os390m1C11I06 77O M 2W Dn "li4 IM i 74017.374 6ni 6O4 Po! 0451ns 341 Ana -0d21ns 7ifo its4 i ArcnnS @ 1.15' MaL U.C. r 8�r10lrrl lbr OD1M) 0 2Y MM l;p a N!A N!A 3631ca NrA W'A N!A WA WA 082 MS E Ibs iT] IDe 4Arcton @ 3' MM. O.0 / m 2r5 Ar121e CWW' , Qip. 3) 7AO Ibs 78D!8 6rA 3>r i',fl) as tE9@ !M G4J M EED N/A 75O Ibs _ _ 7401D3 Bin pt 1842 na 862 ms Bl)s 113i 104 SArein•®Q4S'MhI. D.C.iUGnp,hM 12S AFrn lfl047 NrA WA N!A WA WA WA kip ! NrA tUA NrA_� WA WM1 WA ,WA_ 1D799a f Arc1er! FCap (R9 A +9C M i951ns 275 ee 4:410a 522 8s ""_' aA 175 bs '-'- WA 140 mt t7i itri 370 iba lD/ IDS J32 ae 47J 0s 170 tY.. 2.^I iM 280 da `..flit 2 Anclon 1.tS' 4an O C! TL'lllr 9 62 24D ros ---- 350 Ws N:A .^^WA • •^^ ion in NA WA NIA I NrA WA 341 Ini 442 V. as NOTE: 1-UK IMt: UrrSCr u.R', we rnc: a. a.1c.a-1..+..•.-.1 . -..--- ._......---- .._.__-.. (DP,..) X ,....,. ,...........,, ANCHOR CAP.„,. MULLION CAP.,,,,,.,,, USE THIS FOR161ULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED- CORRE.SPONORJG 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 OP IION$ FROM THE ANCHOR CAPACITY TABLE. FIGURE is 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. FIGURE 3; ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4, FIGURES: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • • • 3) MULLION AND MULLION CLIPS SHOW ARE NOT T S,��•�k'y0�1'OR EACTIDIMRJSIANS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FO LpWING l4q..N�lOtvElL F 'S72ICT�� %SHS ON SHEETS 21.23. FIGURES SHOW SUGGESTED. APPROKMATFS HOLE tVC 10 . • • • • • • • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW ANO GROl1T-Fil'c.EC CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE W ITI I AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .12C THICK. STEEL STUDS TO BE A MINIMy GRk 3 AND �4R" THICK jj18 GAUGE). STRUCTURAL STF..E- TO BEAT LEAST .126" THICK AND A36. AL.L. Ate (;S METAL S• O. Efrl.It AT LEAST tSCRM THREADS BEY NO !HE MATEWAL. #10 & #12 ANCHOR%INjp WOAD MAYBE STEEL, 18Zi S.S. OR 410 S� . • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Q Wn G a N o R1 UJ LU uXi R `L 0 a IL Z m0 ,( o-�� PRODUCT REVISED •s complying with the Florida guildingCode NOA-No. 17-0630.01 Expiration Date 05/26/2021 P�\1�.'•LIGENSF���� No.58706 O� S TE F. �4Cj 'ONAL e A. LYNN1A1161E'A. P.E. FL P.E.# 58705 _ Mullion Capacity Table balR2J _ Opening Width (Ior "l ic99y-sparring morns) or Opening Height (tor hodwr4ely-sparring rWors) 50 i0 00 In To In 00 % 901n 100 in 120 in 140 in Ica n �� 1 x 4 2.125 Re9lmPir Taa61r9 Trea7dr•. L-ding Recyg4r Lord. TraF T-M. Load. Rect.grdar Laos. TrelrlTnen9. Loadr9 I�ctmpder Lwdr10 T1aWTGng. Loa ap Ra1rg4'r Leadhg TRyRWp. Loafing fa<elanpdr Loafing lle•+illan9_ Loedrrg ReconpMr Lcad.9 TrepiTn'xp. toad. ReCta$AM Lo"m T•epJTderq. L-*.g Re9tan9hr Lowing Trap9Mn¢ LMdng Alum. Tube T11 s a se bg ? �,- :� 11 �� �� ul 3 5 Z• hl _ FFu11 ffi i a"Q 12• 77C.0 529 /70.0) 139 1T0,0 TN 170.9 4T8 7T0.0 88e 17C.0 SWD 1To,0 062 770.0 579 170.0 ills 170.0 521 170.0 1240 170.0 621 170.0 N88 170.0 521 145A 1489 170A 621 127.6 14M 17C0 521 40 h 170.01 no 170.0 S24 170.0 e50 170.0 6" 110.0 992 170.0 030 170.0 1133 170.0 Wl 170.0 1273 1700 677 159.3 1303 1700 680 130.3 1303 170.0 680 Ill.? 1 1303 170,0 Set 97.7 1303 170.0 e80 s3.s25n 1T3.0 747 170.0 563 170.D !95 170.0 631 170.0 7018 1T0.0 664 170.0 1195 170.0 723 me.1 1236 170.0 747 140.5 1235 ITos 756 117.1 1235 1T0.0 758 iW.4 1235 170.0 759 67A 12M 170.0 758 64 kr 1T0.0 797 170.0 842 170.0 P36 i7C.0 e91 I70,0 11% 17e0 754 154.4 1168 170.0 023 1372 115a 170.0 $37 123.5 1158 170,0 5W 102.9 1158 170.0 461 get 1158 170.0 451 77.2 1180 170.0 8e1 00M, 170.0 '"T 7700 701 1657 td1 17C.0 797 U20 id2 101.1 e32 t25.4 Id2 1467 919 1112 1d2 138.e 001 f00.0 fd2 130.2 T91 t3.4 1012 175.1 702 71.3 id2 f25.1 M 623 iM 125.7 782 BSh 470,0 '130 170.D 745 151.2 992 103,f. 910 129.8 97. 144.4 799 173.4 N2 131.0 782 100.8 992 121.{ 756 00.7 N2 114.E 754 758 992 iC8.4 745 81.0 992 109.0 7" 69.7 992 106.0 7N t•k7 165,4 047 1T00 Tell 137.8 94T 148.0 7M 118.t 917 130.3 730 103.4 947 117,7 753 81.3 94) 108.T 736 .2.7 Y47 1022 127 63,9 947 05.1 71] 50.1 917 W. 711 Y.,7 947 94.0 711 72 in 1]6.9 849 142.7 T77 113.I B49 121.8 722 97.0 84 106-8 700 B49 649 964 696 75.5 D19 00.7 696 67.9 840 02.7 575 56.8 849 75.3 659 40.5 µ9 72.5 632 42.6 049 77.4 667 76 to /157 792 1 12D.7 605 96.3 M 1028 6M dZ6 .762 90,0 840 72.2 762 809 820 84.2 762 74.2 C&0 57.8 762 692 613 4e.1 7U 62D 602 413 762 50.9 597 36.1 762 52.4 WS g lab -_ 890 TN N.e 021 76.3 724 M9 BOB 88.6 7N 694 2 . 1 ]1 2614 563 44.5 21 673 57] 3B2 721 546370 75241] SSS 6374.4 9pti 89.5 6/7 71.D 103 SBO 6 607 174 497 SS 488 43,5 E 47,1 458 38.6 643 428 452 NA so 39544629.0U3149 436 543 342..11 2331..47 3.7 4' 081n 67.3 470 50.9 427 47.8 47D 49.7 479 {0.9 478 4J.2 1/2 75.D 47e 38.5 400 31.6 478 UA 400 20.7 470 321 395 23.0 473 28.1 3" 20.6 476 26E 3W 17.9 478 242 375 ice in 40} A7 11.1 ...Nt 33.5 ]'TI 34.5 3YJ 28.6 377 00.0 330 25.2 3'7 261 925 22.4 171 ]77 22C317 185 377 19.0 ]10 14A ]77 17.1111h 37.4 367 37.6 37} 30.9 351 31.8 318 26.5 357 27.8 313 23.2 357J09 2063575 424.0ulf 35T 20.t 307 15.4 757 17.{ 294120'rr 293) 306 29.8 219 24.6 308 Ze.1 274 27.0 308 21.7 270 19.3 US 102 297 183 309 144In 17.0 212 17.2 196 TABLE 6B BULelrs:e 2/k .'brcrefe ~rv•33k Cv%q ••• •_ � •^ F h w Cull --_ FIW CW P' W.W Mehl 5118'Eko IW 88 EI%O; 5,18• El.. 1/4.89 El. 9108Ie 0129V»I Dt28tW A,nOMr type' WIS' E109 Uftwon 1/4• Ekeo Lll . Uvxan :V10• Ek0 Llb.MM 1N• Eb0 ll10acu1 AppeGatw' Wren AOOreraalor 8cn:w(G5) S.-;GS) S.-(GS) ARchd C6p Pitllfil{ i Edgy OltiaMelhL ?' 2-LT f' 2-V2' 1• a!R• Yi/8' 1^ 2-1rt r 3-12' 2 0.4E" 0.34• 0.324• 1 i E`Ilbe.fnent 0n) idN'. 1-3'4' tVV 1374' 9• 14hr I-1:4• -No FIR 1414' 1di1' 1-1/4' !-174' r 1_J3 1..f8' u74a 2 Ancfsxe 11J 1.75' MN, O.G / 61Mdatd ar C•SBt CEP (Fig. 1E2k _ 390 M 390 bs /501W 050 bs 18N ioe 270 J54 be 710 0n 371 0A 6341Da 916 341 Its N21bs 56310s 4 AnCNms Q 226' M:n. O.C. ! BLtnderd (IX OOaat) CNp Fb. 3T 700 EX 70C ka 5" 111, "4101bs 95210e WA �� 5601be WA 830 be WA WA BEO lba NA WA WA WA 682 aX 13631os BB5 Ibe 17N Ibe 1170 fl.5 2240 Its e grxlron $ 1.7T Mh. O.C. I6ixidsd (a OD4e1)1yk'f (Fig, Ik w901be 7400 ®e WA WA WA WA T60Iw WA 4 Af4ilgrJ 3" Mkr. O.G / U) 2a5 Mob dlpa ! (Fkl. 5I 790 t» T60 ba 8+f0 0n 1560 Bat 1896 he 540 bs 560lba WA 700 be 748 lb. 8B0lbe IN2 9a M2 Ibs B95 IDS 1120 iLx - 3• Atn. 0.C, / 245 An91e 0V f (FV 6)- 11TO M 1170 ba 1020 8>a 1:u0 C9 29" ba $10 be f 840 ks MIA 1140 I0s 11221M 1329 W 2835 bs 1022 Ibs 132110k teM 4a e Aneta6e 0 (3) N/A N/q /05 bs WA 478 ba WA WA WA 1S0IM 3M IDe NIA WA NIA WA 3:5 ba WA WA WA NIA u0 pia WA NiA WA 341 Bn WA M2 Ibs 143(1 'M 880 bs /Anebak L9045'Mr. O.C./Il-0Ip, Inla.l IIS'Abr:. (:ro. l)' 2 Ancba• A 2,2r Min, O C / F1]Ip n. S). WA 300 W Nlq :.0 b 2901ba 1 Arxhwa 1.15' Mb. O.0 / FI.Tb ( 9' 480 700 Bre WA NIA WA WA WA WA WA get ba 8851te 1110 IM NO fE: FOR THE OFFSET CLIP, USE THE SANE ANCHUK HAI I EHn ArvU 7wr, " vALUEa AS r FIGURE 1: FIGURE 2: + FIGURE 3. FIGURE 4: FIGURES: FIGURE 9: FIGURE 5: FIGURE 6: FIGURE 7: I.A.• • ••• ••• i ANGLE CLIP (FIGURES 5b6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUJ I MEN 1 FUK•1UlA: (DP- ) X ( MANCHOR ULLION CAP.,,,,,,,,,, _\ _ANCHOR CAP.,,,, `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 THL TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY RE USED TO QUALIFY AUDI IIONAL 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)1-1NEAR INTERPOL/1710N BF�INEEN MUL�LEIEG•T�S A:D/ :? O:EN: G `IDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS VOWN 11E 1:)T O tAL�g1. F CT &JENSKNNS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD WALOW#i!9 WMEN&I NAL FZ-STR TI S 61&)9VN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (C%U) SH Ff.ONFOFF��M��T ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AI*SGpF '. '.%1LUMINIThf ff 063-T5 AND49E A MiINIMUM OF .125- THICK. STEEL STUDS TO BE A MINIMUMCR.0E 33�114D .046- TF)( (18 UGE), STRO&URIkI. SJEEL TO BE AT LEAST .125- THICK AND A,.1F.. ALL ANCHORS I,NTb METH SI IA16. E)VENOATL ST VCRQ I" BEYOND THE MATERIAL. #10 8 412 ANCHORS INTO WOOD M*Y BE •IEEL, 18-81S.S•011 41* 5,5. f • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • --i 1.0w �- 1 f 4 4.000' t � .125' 1'X4'X 125� MULLION ov! PRODUCT REVISED as CCmpbing with the Florida B.11ding Code NOA-NC. 17-0630.01 Expiration Data 0512612021 Y LYNA, ;��'t .�' C10ENyfi'•���� � * : No.58705 -AQ� SATE /QNAL E: 0:' A. LYraN MILLq!k P,E. FL P.E.# 58705 Mullion Clipecity Table IbeAl--_-�_-- Opening Width por vsmc69y-gmrnrg muisom) or Opening H•IgId (Tor horimllta"pannirg mUllon!) 1 a 4 a-]78 so in 80 in 70 in W 1n BD in t001n 12111, 1406, 180In Rec1ar48• Lnedrlg TraPl7aa^0 Laeang Rec"atpAal Leadng TradTArm9. LmdIN Rmn naAea Lowing TaP/TdtnO Laedog Reetmpdar Lcnan9 Tlap7atat9. 1." RedengtMI Inadng llrgdTn,W Loadn9 Rwien9.Au L-&v R4YT,1 r . L-ding RaetonpWa L.44 TrapRAeng. Lnadng P-4.0uar i ting TfepTTnena, Leednn9 R-1•t•As L-d g Tm TTtia19. LwdnO Alum. Tube & „T„ Mullion Pp14 OL Dq$ 6'g$ Lg$• if_ F yLp ti� "gLg rtg7 $�3 I$ Fg B 2_ _ rg S $ cz O 3e 3- �y. da 1 c7 �• �pgC day r�� i, r7 ay "1 - 42 k1 170.0 620 1TOA 435 /70.0 744 170.0 47& 1700 Na 173.C1 Sae 170.0 992 IMA 519 170.0 1116 1m.0 521 677 170.o 1240 170.D 521 170.0 1498 170.0 621 S70.0 1733 170.0 52'. 1700 1983 170.0 521 48 in 1T0.0 706 170.0 524 170.0 B50 170.0 170.0 Se4 170.0 992 170.0 630 170.0 1133 lmo 681 170.0 1275 170.0 170.0 1417 1700 6B0 170.0 n6Q 170.0� 6aG 170.0 I9W 170.0 8E0 151.E 2324 570.0 OBO I. 50.825w 170.0 747 1J0.0 SB3 1704 696 831 170.0 7Q96 17D0 684 .1700 1193 iT4.0 rn 1no 1345 170.0 747 170.0 149/ 170.0 738 170.0 17W 170.0 736 158.0 IB79 170.0 750 136.5 1919 1T0.0 54 :n 1700 79/ 170P $12 170.0 956 t700 661 iTD.O 1116 170.0 764 1T0,0 1275 170.0 803 170,0 1434 170.0 537 iro.0 1594 170.0 IM 139.8 1798 170.0 861 137.1 I799 170,0 561 12D.0 1799 Im.0 b1 80!n 170.0 865 170.0 TOf 170.0 1083 170.0 70/ 1111 1240 170.0 e76 1711) 1417 1T0.0 944 1T0.0 t'J34 1T00 I'm 15i5 1111 1710 1133 1198 1619 170.0 1053 11n.0 ling 170,0 1063 97.2 1819 170.11 1063 W fn 17D.0 wo /70.0 745 170.0 1118 170.0 850 170.0 1302 770.0! B40 1T0,0 1488 770.0 1015 156.7 1-2 1 00.0 /076 141.0 1642 170.0 1122 117.5 1542 166-5 115I 700.7 ld2 167.e 115i NAId2 767P 1157 a 1mc W4 1700 769 /70.0 1180 mii 903 170.0 1364 170.0 ID02 IW B 1472 170D IM[49.5 /472 16l.6 1148 128.3 tq2 1581 1130 107.1 1472 147.8 11M 11,8 H72 f46.0 1104 80,3 1472 116.0 11d 72M 170.0 IDW 170.0 878 170A 1275 170.0 1008. 15Q.8 1]20 1R6 J. 1101 1320 1329 1/9.9 f0&2 1320 737,8 1088 105.8 t]20 128.8 7d9 88.0 /32D ill'A 1024 75! 1320 111.E 1013 68.0 1320 it2.5 1012 J a T8M 170.0 1122 170.0 Wi 119.8 11M 159.4 1013 128.2 11d 139.0 901 112.2 1181 725.7 978 1184 ili.3 B64 89.8 1181 t0i.3 952 71.H 11&1 W.0 B75 6{.1 118/ 93.' 927 58.1 716! 82.3 I B25 I$In Im.1 112f 17a.0 967 136.4 112! t17.0 9G5 118.E 1124 126,E d7 LOTS 1124 115.E W1 1124 105.9 R16 63.0 1124 96.5 996 692_ _iT2! .69.0 890 59.] 1124 84.] 631 51.9 1121 &32 &76 9Din f0B.1 BM 111.6 750 W.1 $44 94.3 738 77.2 144 82.1 724 6T.6 8N 73.3 712 844 605 M2 64.0 8M 81.4 6W 48.0 844 343 676 36.8 BM 5C.0 066 338 644 177 862 BB In 89.1 742 91.3 683 742 712 77.2 852 63.8 742 87.2 841 65.7 T12 SD.B 631 712 1H.1 622 4l.5 742 19.8 814 ]71 742 43A 500 31.6 741 39.8 ; 500 2T.8 742 A5 584 108In 62-6 586 63.9 53D 52.1 695 53.B 821 44.7 568 Ifi.6 513 39.1 46 41.4 W5 508 bTA 49! 31.3 5M 342 492 2'6.1 5W 20.6 481 22.3 ISM 26.6 472 9.5 686 247 !66 11/W S7• 555 58.a 5D3 480 555 49.5 495 41.2 655 12.0 4&7 36.0 P5 38.0 4&0 32.0 858 342 473 29.8 555 31A - 487 24A 555 27.1 457 20.8 SSS 24.3 NB IBO 537 11.1 442 12AIn 46.6 473 46,4 433 38.0 __. 17S 39.0 a16 a2.6 175 3I,7 {30 _ 26.5 475 29,6 1/4 25.3 175 26.8 109 2za 475 21.5 4d 1i.0 475 2/.1 395 18.3 475 16.7 367 14.3 415 17.2 3B/ iH In Ze.4 330 28.7 3116 22P 330 224 301 11.B 339 19.3 297 16.5 33D ma 297 Anchor Ca aG Table Sla»IwteV'!-'�4' 2.7k C-de 3.5t rand. Hoft-CMU Filled CMU PT worn Mebt1 7i16" Eko 1/d• 66 Mn 5/18' Elco tiT SS Eko 6t0 Sbel BI1 S1ee1 •12 Sintl Arld10r Clip Palhm6 Ambor Type:El. L9lmcan IW Eko Uaraem Ulaacon T16" Eloo tAEaton 1l4' Eko lllheem AWnOAtw urtnca; A001sOeWr StnSr (G5) Screw (CAN Screw (GS) E3ps 1]sifawe Ilnj 3-it8' 1' 2-1,2 1' 1nlY Y 3-1t0' 2' 0.46" D.S!" _ _ 0.324' Emiw.dmcA lWj / Y4 7.Y4" 1-3N" 2" i-1/4• 11H• 1 1W 1 114, 1.114' 1-11M 2"' 13lR' t-316 ,sties2 A.l B 47Y Min O.C. I Stef ni or ORsel Clip IN, 1821, 390Its 4E0 a BBO ba 1044 IN 270 r" WA 29C WA 354 Ox 740 9a 374 IEe 6641tn 940 We 341 Ibs1426n4 A.0- Q 2.W a6t O.0 I Sanded (a OOtel)Cdp dip3j 7w im 56a Ws 14iot n 952 ibe 5601Es WA 870 Poe WA 6B01ba NrA [E2 We 6W Ib4 1/10 to- I .. ..,,._--- BAnciwa Q 1. tY MY1.O.C. I SumWd (Qr OBSN) CBD IFIO� 4j 140C IDf WA N/A V00 iW __ WA / WB Brs WA Sq0 Wa _ -- 760 M 987 bs WA WA N/A - --WA WA WA 1363 t• 1777 Mu 2140 hs IA- 3" LOn. O.C. / 215 Arpk t2iDa I (Fig. Sj 760 Ws 7N0 Rn Rao Ws 760 Wa _ 748 W4 8B0 ka 18921Ee 632 We 6951ER 11201. .,.__.T_. S AncMn T Mln. O.C. I (21293 Anph Clips ! (FIB. BT t170106 _ f 1T01ha 1C20 Ws 23101bs 2841b, N' A 610 Wa WA 84516a N!A WA WA 11401D, WA 112213 WA f7M ate NIA 2838 CM WA 1021 tw 1327 Ws i8W W4 1d301e { Archon 0.45 MIn. O.C. UQIp, MIo .125 A3xn. (Fig. 7j WA WA WN WA WA NIA ._ 7 Archon •225"Min. O.GI F{OW IFp. 6T __._.._...r..�._ 350IEe 35010e ._._.___.' 290 Wa 7DS Ibs tJfi Ou WA _2801M WA 3159n WA .___ 440 Abe ._.....__ WA 34t Ra ._. M21t4 .__ SFA 9n __._. -_.._ 4Anchon 7.1S MIn.O.C/FLOp (Fig. sj 080 Re 7001M WA WA N!A WA 3&O IW WA WA WA WA WA 652Ibi !&5'Os 11208e NOTE: I`OH THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANOHOK VALU" Ab I E1tn S I ANDARD CUP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • L!I ♦ • FIGURE 6: FIGURE 8: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. Nnlrn Vrt 1-111 1- (DP; ) X ON CAP. /ANCHOR CAP.,e,,,,,,,,� =ANCHOR CAP.- MULLI USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSUREREQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION i. 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 BETWFjjF jj M"LJNCJ'FIS AND/qp OPE6NIN J WID-WIIS ALLOWABLE. 3) MULLION AND MULLION CUPWHOWN ARFONOT JWCZE. `D."T ItAENSIONS, SEE SHEETS 21-23. HOLES TO BE DR!LVED IN T168111FIEND FOLL*VIIW DW" ONP6 RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES%HOW AGGIIESIVD, AMIND)(MATFS HOLE *CATIONS, •• ••• •• • • • a 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. LLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRFSSURE-TRFATF,D YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF ,125.1611CK. STErjV fWD*TpjpE A MIN IML-jo GRAPE 33 AND ,045" THICK (18 GAUGE). STRI JCTbR,* STER. TO BEAT LEAST JW THICK AND 706. 4LE 41CHORS INTO METAL SHA' L EXTEN&ATtEASA SCREW THREADS BEYOND THE MAWEFOAL.d10 & M12 ANCHORS INTO WOOD MAYOA�IFEL**14-81S. (♦ 4 S,&: • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)yIny with the Florida Bulldir4g God. MOA-No. 17-0630.01 E3fpl-tion Veto 05126/2021 . Y LYNiy,�ii`• tyy��. •' LICENSE:'•. C��` i' * : No. 58705 SATE FAL A. M tkti. , P.E. FL P.E.-N 58706 - ---- - - - ---- - - -- - MuiRon Ca 9eity Table Ib Opening NRdth (for NRnlmlly-sparring muRlors) or Opening Height (for hDlimrBalyepanning rmAcins) 50 M 60 in 7010 Win 90 in 1001n 120 in 140 M 160 n 125" Y Ractalp . LWaOn9 Trep MW4 1-6.0 RuYrp/lx. Ln"'ll Tmprrr". tmdn9 Reco p iter Loedrq Tr. P f Ve Loedn9 Reelan914R Leadn9 TYW ITnmle. Leedrl9 It tar Lm hV 7enipgoYfria 19. Wadn9 RedmpA. L9edn9 TrWT..,-% L.4.0 RettenaWx l.&V Tr49✓Tderp, U."" Reote VUx tmdna Tr9pl0ienB. Leading R-90nr Loadn9 Tn pTr. L.vaOkq .28b" Tube IS i�$j$ Y S Zr Z is rd6 $ 7, d� g 8C S d c iF 2 3 3d.Y IS S K 42M 170.0 820 170.0 435 170.0 7N 170o 479 170.0 899 770.0 506 170.0 992 170.0 S1B 170.0 _.. 1116 172.0 621 170.0 1240 170.0 521 il`OX 1498 +70.0 $21 170o 1735 170.0 521 151.E 1760 1T3.0 521 _ NM 170.0 706 Iro.O 524 1ro.9 950 170,0 504 170.0 B92 _ 170.0 630 17o0 1133 _....._. 170.0 ..._....... Mt 17D.0 1273 1700 8T7 170.0' 1417 170.0 860 15/,6 1545 170.0 680 1 32.7 1348 Iro.O 880 itl.i 1548 170.0 650 83A251u 170.0 147 170A 603 1100 896 170.0 631 1700 1046 1700 6M 170.D 1'05 170.0 723 1700 7345 170.0 747 181.0 1468 1700 75e 139.2 1468 1100 756 119.3 1488 17DA 756 104A Use 170.0 756 61M t70A 797 170.0 612 1700 -2W 170.0 691 170.0 1178 170.0 754 1700 1271 170.0 802 1611 1376 170.0 837 1461 1376 IMO SSR 1223 1378 170A S61 104.8 1374 170C 88' 01.7 13TO 170.01 eat I WIn BT0.0 98s iro.0 701 170.0 1063 170.0 797 1564 1150 1700 " 139.0 1158 187.4 930 721.E list 156.0 sit 111.2 1158 15C.0 912 921 1159 IN.6 905 79A 1156 144.5 905 69.5 1158 144.8 095 Win 170.0 930 1TC.0 745 150.1 t061 1700 550 137.2 1D51 165.9 $62 120.1 1051 1420 bt5 f08.7 1031 132.1 53" W1 1051 12!.7 $30 80.1 1051 119.5 522 BSA 1051 119.1 121 80.0 1Cbt 119.1 821 SS in 167.1 057 170.0 TOO 136.3 957 151.E 805 119.4 957 134.0 790 104.4 957 121.6 717 92.8 957 712,a 781 53.6 957 196.6 759 69.9 857 100.0 750 98.7 957 90.11 748 52.2 957 88.9 718 S721n 125.71 504 1352 898 107.3 eo4 4152 694 91.9 SC4 1011 671 WA eO4 91.4 WWO 71.5 80/ 64.1 650 64A 804 78.8 60 53.8 804 72.3 633 46.0 604 69,9 629 40.2 804 69.8 628 70 n1 109.4 722 114.4 530 oil 722 97.2 61S 782 722 951 ON 68.4 722 76.7 596 00A ra T0.1 Set 54.7 722 65.5 580 45.0 722 59.5 670 39.1 722 56.7 565 34-2 722 562 564 70 In 101.2 SOS 105.E we 04.4 885 99.9 58e 723 968 M56 577 633 05 70.5 568 562 SO 04.1 NO 50.6 685 60.+ 553 422 1685 54,3 US 38.2 683 51.4 $37 31A 585 __.... W.7 _._ $36 __..._.__... 90M 65A 615 i.0 457 54.9 S18 STS _ I N9 .___ 47.1 .. Sit Sol Nt _.W._...... 41.2 515 N.T 434 38.6 Sty 40.6 � 423 310 S18 _...... 37.4 .._..._.... 422 27.6 $15 33.1 A13 23.5 5+5 30.5 407 20,6 515 29.1 404 961n 54.3 453 W 404 45.3 453 47A i 397 36.8 453 41A 391 33.0 453 36.4 385 3 22 453 33.0 379 271 4e.3 304 ]74 22.8 453+ 26.6 366 19.4 453 24.3 I 360 MG 453 22.9 356 10810 38A 355 39.0 323 31A 356 32:8 Sit 27,2 35S 39.4 313 23.5 358 232 306 21.2 35S 221 304 19.1 358 20.2 300 ti9 358 18.0 292 111 h 35.t ]38 158 ]06 7C.3 ? 336 30.1 30t 25.1 338 26.1 29T 22.0 338 232 293 ._ 19.5 336 20.8 259 17.6 135 18.1 .-....._..... 285 120 M 27,8 290 M.3 2e4 232 !_.. 220 23.0 260 101 .-._........._.... 290 20.6 258 ITA __ 290 .__- 132 263 15.4 290 16.4 249 144M 18.1 241 103 IBB TALI C O42 ._..-._.................. ...- ... - ......... _..___._-_ Anchor Cepoetly Table R» Sua19aia 27k 0OK19e 38k cim H.db. CMU Fled CMU PT WOW Mda AnchorClip Patteme NHhU T7pe' Yt6^Elw UnrKm tIS E4:OUNairin 5'16'EkO U6rae0n t Y76'FJtONOrx9n yr Ek DU@ZCM U4"SR EkO P¢grYiaOr, 5'16'Eli. Ut18Ca1 V4•SSEho AgOrcc;av #10ffiee1 9tiee IOSj M251eW s[Ky (r5) M231CI scan R'i5) E031 g9GKe An7 t' 2-Vz 1" 2-1!r 31lY r 2•Vr I• 1.47T r 34i6 r 0.40' 0.54" 0.32r FmtA'.f3nea n IWV lzr 1a•4• iyN I-1J4' 1-vr 1-1:4" 1-1%r 1-414" 1 1-ti4' z 1.318 IZr Yr1e4 � 2Ai!clrxs a 47Y L6t O C.9aWS0 ----- a OeWN Clip ¢i9 t)'. 590 M -- -- 3m ae - 495 9! BJO IK 160M 270 A>a 260 C6 351 M 7401M 374 � 659105 9l6 rtt 311 915 Ord M 990 6M 4 AKIror9 t3 7 15° MIR O.C. (SUa W 4Tr 016et) CJp ffi¢ 2) 4B0 M 70C m WA NIA 1J.M NJA 311111 11A N,A N,A WA WA W ift See. 96 lim It. 4 AKKN9 Y NM. O C r 2t5Aryk C8p6 f (H¢ 3l 190 M 7e0 m 600 M 15/% roe 1995104 640Ib] 56) M NA 76010s /� M 86D DA 169? M f>^2 ea SB_ 9s 112q l09 4AKMA4)I015'MIO O.0 rU{11p, Mto 125'7em1. (Ila 4). NIA WA N/A N1A IVA NIA NIA NA WA NIA WA WA _ NIA_ WA 1430 eK 1 AKMI t Fglp 6-1D 5) iLS en tAS M 225 er. 4 NfA •- - 793 Af NtA vo'in - 167 ex I dV lte 3'3106 - 179 M 22i 6e 2W ka 2 Mt11913 116' k9!l O.Ci F . 67 MJ AS 350 Se NIA WA NIA WA NU i tvA WA 31 t Sa I!2 a9 :60 M NO] E: I V1 I M U"bL I cur, Uaa I lie -n nlv5. - I enr.......+.•,.r1.1- ....- _ __ , ­_1 - -1.1 . /ANC I OR CAP. ,s cn (DP ) X \ > v ANCHOR CAP.,N MULLION CPP...,,..n, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR TIME 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. ice S N9 PRODUCT REVISED as comp1yinpp with the Florida Building Lode HOA-No. 17-0630.01 Expiration Date 05/26/2021 Miami -Da roduct �trol U FIGURE 1: _ FIGURE 2: TABLE NOTES: •1 7 • Lie i 1) SEE SHEET 1 FOR INSTRUCS'IONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. 1351 i t i t 1 f i J r7; 2) LINEAR INTERPOL41JN FWWE.%MU6L LENgTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •.. •-•..,• �i� FIGURE 3: • • • • •�_,�""" ��•• • • '� u ENS --- �� -- --- ANGLE 3', MULLON AND MLA.LION CLIPSi>HOWj70RE;O4TO*CALF. FTlR EXACT DIMENSIONS, SEE 3.189' 4?. SHEETS 21-23. HOLES40 BE ORR9LEP IN 44E SIE F N IMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21.13. FIGURES *How SUGc%ST60, AQPROX4ig4ATE HOLE LOCATIONS. - T} : NO. 58T05 • • • • BE USED • • • • • • • • • • • • -265' IN PAIRS. - •0 : (�'� y 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 _B�A� '- "f ?' FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE T '1p ATE •'• lV�� • • W63-15 AND BE F•MINIK" tOF 125 �TyiGK S(F�- STUDS TO gE A MIN MUM GRADE 33 AND %�jp `- �ORtDP•,'• .045' THICK (18GA(�E). S•RUCTURAL SYoEL TQ BE AT LEAST 25' I K AIJQ A38. ALL 125" X 3.188• X.265' MULLION ,;ts�O -- �NG �" • • • ANCHORS INTOMERAL SMALL EXTENC•1T LEAST 3 SCREW TH�EAI�S B�1'OND THE MATERIAL (i-1/4' VF MULLION) i"I'll I' l l II OWN • #lC&#12ANCtIO%INTO%OEPMA:B STEE:1 8•,S,.Fi410S*;. : A.LYNN MILLER, P.E. • • • • • • FL P.E.# 58705 • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE9A --- Mulllon Ca soily Tell le VIEW Opening Width (for verfica0p60amdrg m1rRons) or Opening Height (for horizonte6y4parrlig rnuiPors) 5010 63 in 701n 601. 901n 1001n 111h Agin tEOM 12a83.25 P-letlwLar Leed'm9 T Prlaeng. Laedw pen!elptanr Loerbg L2edn0 P.4e1m9vier Ladhq L.am Re21en0ulet (AedMO Tterr'We9 1-tq Rc1r9Wr Leedrt9 TnprT" Le1B80 ReelatguW' Loedho 7r4WT•Mn9 LOdite Ronenpaer I-dIN Tnp'd-7 Loadtg R..WMt Lowlin TreprTder, U,Ukil Reelelgder Lwdlnp TreplTWa. Lowing N .100 Ahrm, Tube Mugbn 4 lSdd ITr6pir6m, �ys$ I{ TIT.r"" T�F �' 0� 6 tlH tl� 421. 170.D 820 170.0 435 170.0 7U 110.0 478 1. a lag 170.0 1 7700 692 1700 SIB 170.0 11 f0 iTP.O b31 i613 1110 110.0 121 127.7 1Ill 1700 32f 1093 1110 170.0 121 958 1118 Ima 521 18h 1100 700 170,0 121 170.a 150 170.0 5aA 1$7.8 9T6 1/OA 630 118.7 9T8 1TOU 861 t]0.1 876 927 11(1.0 159,1 67I mB IIIA t05.6 971 927 170A 6M 97.9 970 1"0 080 13.8 @76 t70.0 E90 /23 976 170.0 960 SOS2ah 170.0 747 170.0 583 1700 age 170,0 Wl 150./ 027 170.0 MI 131.1 027 f08.5 708 It7.2 156.3j14 07.0 927 168,3 695 73.4 927 5881 LBS 86.9 027 /50.3 616 14M 170.1 797 170.0 612 M4.5 060 VOV e91 132.5 Ede 109 663 1115.9 Beg 141.a $89 1030 8W 134.0 860 927 0w 1299723 969 118.6 00P 65.2 flH9 !2tl.6 652 57.8 B6B 1288 652 SD 1. t43.2 146 16]A 634 119.1 716 132.3 b20 10231 746 117.E 606 68.S 746 107.E 599 79.8 746 101.0 502 71.6 746 90.6 69.7 746 03.3 583 51.2 746 93.3 583 44.8 746 913 513 03M 127./ 071 132.0 ST9 103.1 07T ti?Y ti66 68.4 877 10D.1 596 77.3 977 B1! 516 89./ 877 85.7 5a4 81.9 871 61.0 $1,6 677 11.0 520 44.2 pi M.7 528 98.7- 677 76.1 529 68M 107.6 61T 11/.1 830 a9.1 817 9T.6 519 70.9 bfr 86.3 BOB 67.2 011 783I am 599 all 71.8 494 19.8 817 88.7 14.8 677 6/A 403 38.1 077 63.7 402 33.8 617 63.7 112 72h 02.1 I. 8T.1 66D $%1 St6 74.2 440 Oil" 510 65.2 432 51.6 41B 38.6 425 le.t 518 412 119 11./ 611 50.7 ]d.5 510 40.9 406 Y9.6 67B /5.0 103 26.8 'i18 130 4ofi 78M I0S 465 73T 406 58.7 466 62B 398 W.3 465 S4,9 390 441 465 19.4 36! 39.2 165 453 378 35.2 405 422 29.4 465 a9.3 361 1 25.2 405 36.5 3U 22.0 A65 36.7 1 363 7ah 54.7 IN 880 ]17 54.9 Nt 57.1 3A 48.8 4/t 50.8 312 10.6 !dl /6A 3M 36P 441 416 3W 32.6 441 3b.7 M 27.2 141 31.8 __. 349 ._ 213 N1. 33.1 348 28.A A41 32.7 248 90h A2./ 332 43.1 291 381 092 37.0 2B9 90.3 332 32.I 280 28.5 332 26.6 280 2].6 9]2 28.1 21.] 270 249 41.2 332 24A 272 1T.7 332 21.9 266 18,2 332 19.8 262 17.3 332 18./ SSU a8h 35.0 291 35.8 280 2o.i 291 309 758 25.0 29< 281 252 21.9 ?Bt 13.5 240 19! 281 tl.b 791 103 211 1l.8 191 77.1 736 11.5 181 16.6 132 101M 244 270 26.1 100 206 130 21.1 2o5 /7.5 230 163 201 ISA 130 181 1" _-- 11 Ill A 194 18.2 216 18B 191 14.1 218 14.9 lag - _ 12 107 16,E 170 14S 167 16.] 167 TABLE 95-- - AnchorCa actly Table Ib1 Subedala: 2.Tk C-le 15k Con:. Holew CMU _ Filled CMU _ PT WOM ..._ mow 5756' FJao 114' 98 Ek0 b11r Eko tld' 99.Wr d10 91 5 6129IGS 612 BIOS ARI.Tyw 3/15" ER 1N12000 IW Ebo U8Y tAheoon 3/lr EMo A-. 114" Eko U6noon Agon;G.I - la9a.^.o0 A0We0elof screw (G5) Screw l05) so"P57 Anchor COP Patterns Edge ONteme 0N: 1' I.1/2' 1" 2-1rY 3-1/B" 2.172" _ -, 1_ 2.112 _._ Y 3•t!r Y 0.40" 0.54" 0.324^ _. Embedmn I0* 1-Y4' 1-YI' i-Y4" 14W Y ..-.-t'......- ldii" 1,114• I-1r4' 1.1N' 1-I/r 1-Ud' Y h3/0' 1�,8' t0tbe - 2 Atehon O 4.79" MI0 O.C, / aw; r a Cy7ee1 T]IP (Fp. 1); 3R0 be --]0016e 450 bo FW be 1644 ibe 270lbe 26D roe 354 ata - 710 be 3/9 ihs 054 I. Ma lb3 3/1 bR N2188 580 be WA 1892 roe OB2 Nn 6B2 be _ 803 ba 8851bo 1120 Ero 1120 ba d A.M. R 1.75" M64 O C. 16tendr6 M qNN) GIP (Fp. 2T 480 bn 1001be WA NIA NIA WA 9001bs MIA WA WA BBO IM 4 Arrotton 0 3" A9n O.C. / (2) 2-5 AIgM IMP / (FIO. w 70D Iba 7B0Ib6 080 be 1580 be ieg8 an ,640 roe S00 roe WA _... 780 M -7A01be_ NM NIA NA WA 950 be 3 Arohan �, Om"Mk, O.C, r U-Gip, Mlo .107' AMn. (Fi9. IJI WA WA WA NIA WA NIA NM WA NIA NIA 1 AlClvl FLAP E19 571 195 ba 19310a 275 be IA3 6B 81216a 135 P. 1401be 180 be 1771ts 310106 NIA 1a7lb8 WA _332 bo WA 47] bs 17U be 221 Ine 7&I Ihs --- 2 Atpnm A 1,1r ABn. C.[„7 ft3 IT4- eT.' 210 rob 330 Wa WA NIA WA NIA NIA WA 947 be IIS lbe 5W •e FIGURE I: _ FIGURE 2: 0 r -I*. FIGURE 3: . . - i FIGURE 4: FIGURE 5' m ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 8: • • 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 SI ]OWN /dIE UOT j0 $CAL . Fl:1?DIMENSIONS, SEE SHEETS 21-23. HOLES TOASE DRILLED41N TH[OF•EL[bFOIr_OIWINCi�PININSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. RIJURE-'ftft1'1 SL* EGTEr• AWWWIMATE' HOLE LOCATIONS. • • • • • • • • •• 4) SUBSTRATES: CONCRETE SHAWNFOFSlfO ACi 301 I'EgFIG•TNDNS. 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 0.5S. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRACE 33 AND .04W THICK (18 GAU E' TRSM@RRAL ST" W BS &Ti.EAST .125" =HICK J�Nt1D A3& ALL ANCHORS INTO M - L TEND AT LEAST 3 SCREW THREADS BE4YC 1V THE MATERIAL WO & #12 ANCHOR11WT , MAY•BE CJLIM 18-8gS.S. OR 410 S,9 • • • • • • • • • 4,• • • •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • glNl:nVtt I:AYNI"111 AUJUDI mcnt r (DR.) X r ANCH_0 CAP.,a,,,,,, ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 3.250" Aw- 1.25" X 3.25" X .106" MULLION FOR FIELD -MULLED UNITS I--t250"� 3.260" .1oe•- 1,25"X3.25"X.iW' MULLION FOR FACTORY -MULLED UNITS F=- PRODUCT REVISED a1 Compl9ing with the Florida Building CCoodd• NOA-No. 17-0630"01 Eapirlation Oate 05t26/2021 1ltll lltl�� - ANYLYNN ��•'' �,10ENAt �Y * ? No. 587,05 =A0 ATE ,Cr ''•20Rto. lop A. LYMf tLLtEK,P.E. FL P.E.$ 58705 TABLEWA__.�__......_._._....__..._. -- - -- mwon Capacity Table (Itts1lt2) Opening Wdth(h!7trol1ica0r3P3fN1Ex2m11ft0m)orOpen!ng Height(IOrhOrizoltallysPoilf ymdli0m) S8 n EO In N in It rc 90 h 100 b 120 n 1401n I60 in R4clm9ulu TrapTbnp. R9ctanpula TIaP,Triap. Rfr.OnPGu T.T.rdu0, RnNnpular T1-pr70an9 R4Canid" T,apRdfn9. R4cay�lu Trfpl7nup. R4aun9ulal Tnp'rdon0. Lofdin9 Ra11.9011 Lolling Trop!(Iun9. Luod-ag 1Lcu19uln L-Ug TI TIxnp. Lwleg 125X326 Le4dM9 Lu.dN9 L.&g Loading Laadfn9 I.Dft:419 Lnu9n9 Laedna Lon4n9 Londin9 L-&q Leadin3 Lc &q X .824 AWm.Yuhe B .F .&_ 3_ .0 I _ - o 8.. �.. E 'I3� „ .a k'.,. '�J„€� MuUlan F. �'� 8 fi 8 �8 SEt RB £ a a 11--- kk bQ gg. 4E' aa� a sae �aSa F sae fi& 42 in 170.3 620 ITOA 436 'T0.0 4T8 INA NO 173.0 506 1700 992 'To.$ SM /70.0 1116 IIOA 521 170.011d9 1TJ0 521 fiD,O 7488 17tl.0 521 170A P35 770.0 621 170.0 19¢7 1N.0 521 40 in iN.0 no 1/0.o 624 1700 684 1700 992 115.0 630 7700 1133 '700 E61 INA 12117006771100 uJ7 IlDo RD 1700 1700 11a0 EDO 1691 079 1701 600 148.5 1975 179.0 SH U94 sn'"s In 8T0.0 N7 1T8.0 563 1700 631 1700 ING V(11 fi84 170.0 1195 Uoa 723 170,0 INS 1700 747 170.0 1TOA As 110.0 1793 110.0 766 162 F. Ten i'101 766 133.6 1811 Tf1A 758 61 in era-0 797 1700 812 170.0 956 1700 691 1701 1118 170.0 �711 111-1 1211 1700 803 170.0 143A 1700 937 1T0.0 1594 1700 Us 104 1760 170,0 661 INN 1769 170.9 061 11],3 1T69 170.0 G51 40 In f70.0 BB5 1T00 707 1700 tOW i70.0 79112/0 179.0 E70 1700 1417 17a0 9W 161.1 1511 170.0 996 I15.0 1511 i70.0 1073 120.8 8517 170.0 t063 103.6 751/ t7a.0 1063 90.6 1511 17D.0 1E63 1078 125.J 1370 1640 t002 1W.4 1370 83 in 170.0 930 1T0.0 ids 170.0 111A ITOO 830 t10.0 1302 170.0 140 156.E 7370 7T0.0 -._ 1016 139.2 1370 _ 1T0.0 155.E 107T MS 1310 -._. 1553 1070 16.7 1310 155] tGTO { b MIn 170.0 9T4 I700 789 1700 1169 ..- 170.0 903 155E I.. 1TBA tC01 176.1 1298 i5G.9 1013 721.1 121E 147.1 1000 los0 1249 /J9.9 962 900 1248 730.1 978 77.8 U4A 124.0 9I4 68.7 Min 167.8 1049 1a0 . 16 1 1 V 93 825 8 i9 91,2 80 62 9 9?1 82 C J o T6 in H2.T H1 tAl.1 R2 tU.9 9di 116.E GM[26' et1 7171 791 893 941 100.0 777 70.3 911 91.7 766 71.d !If 05.E 76/ 69.5 941 77B TW 51.0 9t1 7d.0 737 WA Mt 7J.3 736 741n iJ2.0 e9d 1770 783 1100 B9d 1109 76T 854 1024 75J 82.E 891 91.! 740 733 894 &.1 730 66.A 994 7G3 721 55.0 194 70.7 707 47.1 G94 87.0 tat 41.3 B94 00.1 690 901n G5.! Blt Be./ 596 77.E G71 710 586 671 65.) 5T5 5J.7 611 W2 sea 47.T 671 62.9 558 410 i 511 486 657 36.8 671 43.1 539 307 W 3s1 531 26.9 67) y399 37,E 626 16 in 70.1 690 72.3 627 59.0 690 GL4 618 am 63A 609 441 590 41.6 Sf�2 39.3 690 430 4U 36.4I 690 796 480 ?1.6 690 31.7 477 25.7 690 31.E 169 21.1 29 P. 464 /Mein 49.7 4R 60.9 421 41A 466 42.9 414 486 37.1 408 31.1 4M 12.1 402 27.6 466 29,7 396 243 488 27.1 311 20.1 460 215 302 17.8 166 21.2 176 15.5 465 19.E 370 il!UI 46.9 44 5 400 31.2 441 31.3 393 441 34.1 387 28.6 441 30.2 3A2 25.4 4 A 1 272 3'76 22.9 I 441 24.9 312 19.7 141 21.5 38J 164 W'. 19.J ]56 N.7 Wt r._...... 1T.8 J51 120 in 38.3 ...... 3T8 36.1 .. 31/ _..__.. 302 711 31.0 779 378 2E.0 _. 374 11.7 37H T7.7 7T9 20.1 378 T/.3 325 18.1 ( 37G 195 Jt1 15.1 370 _18.1 31/ 1W In 71.0 262 21.2 212 11.5 262 17.8 239 85.0 26215.3 236 TABLE 1UB-- '- AnchorCepacity Tahie{Ihs) SuDfilalc 2.7E 0oncn9e 158Cmc. m-cmu FIBea CMU PT Woo, Lida 5119'E110 %WS8 EkD 519'EkD llY 9S Elce #108ter/ W2$1ee1 #129foel PatYme Atxhuc rypD: &W Elco fAmm 1/41ECOU11mcon UIWd,m Y7C Eco MWW t/Y Eko Udacm AggflG•M UBmtm A98T3.Yaf Su_w(m) 5c1ex(05) at,.(05) AnchorClip a54N¢e0 i" 24t2' V 2-9?' 1-t1G' 1. xli:r Y 1 2.117 T "is. 1 T 0.49- 0511, 0.3241 E Ert11Y17na11 n' 1 y4' 1-&4' I-W4' 1S'Y Y 1.114. 144' 1-1/4' 1-111r i-7/4" 1-114' 2' i-1'8' 1d•C !Z- 2 Alrchxa 461.79' M{rt O C.! 9tafd•0 a C)hel C:Ip (Fig. 1) 3B0 0» 390 gib 450 Aa 3901D1 t4lA 1614 Wf N/A 2111 Cs -._._,..... NIA 2801br --- 3W it. 354 b NIA N!A 7101h+ WA 'ICO ft TId ID2 664 aI0 wR F. 341 IDf 4d2lbs fR3 b 4 AKlwf ®t.t5' MM. O.C. ! 9ts1e9d (o! 13 O COP Tq n ;- IDS TOD b WA NIA 741 os I0A 89908 WA - C4 f•21Df E821tn OM Ya BASb 1120IM 8/7A!Uf --_- _.. 4Art.tKln 63'MIn. O.C.1Tl1 Ix5Argle gp9l (iiq A) _ 7A0 Wf 780b GBDiM i5a3 Ms 1806IDf NIA NO Cf f.6QIW __...__ WA NIA ILA NIA WA ._1890 WA HN WA 9S0b 3 At81as00.5/"MBt OC./ULtlp, 9!tD.100'ANOL Ir'p 41 N/A WA N/A WA 141A 197 HA � 3J2 05 - 471 In 1701Df 221 b 280 b -�-- 1 A74 DOr/FLOP(R9 `5) 1051D9 /95 0a 225ID3 WA ga A22 M _ i38 Df i40 Df ..__.- 177 an J70Im 2 Ancn019 L1S' Mirt O C l fCap - 2q D! 35n 9x WA WA I11A NIA Ilium MA NIA WA WA WA 41 IDf 4/210e t%5 of FIGURE 1: FIGURE 2 • • • 3) MULLION AND MULLION CLIFE•HOW11 EEREdBOT•TO 34LE. FpR NCT 121YENSIONS, SEE '- ANGLE SHEETS 21-23. HOLES TO BEbRILLED #N'ME MELD FCYLOWINQ DIATASjj�•11IL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 24.-23. F%RES SHOR' SUG6e6Ti3n, AIPRYXItyITEjiOLE LOCATIONS. . � BE USED •• • • • • ••• • B PAIRS. 4) SUBSTRATES: CONCRETF.SVIFS-L T4RO-LO!4CIS01 SPE@IFICORTIONSAIOLLOW AND GROUT -FILLED CONCRETE BLOCK U. I ( MU) $nALLLL CC14FORM TCPASM*;-90, WOOD SHALL FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALLPAINUM SHALL BE 6063-T5 AND BE A MINIMUM OF ,100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND • .045" THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125-THICK AND A36. ALL ANCHORS INTO METAL F}A ERIM AT LEAST S SCWW&THREADS SWYONLiTHE MATERIAL ff-70 4, % % 0 .0 : : #10 & #12 ANCHORS INT� WDOO OtY BE STEEL 15-8 SAP 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 2-4 FOR GENERAL INSTALLATION METI ZOOS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CM; ) (w".,) X \ 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 MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.25" X 3.25' X X24' 1.2.5" X 3.25- X .G24" MULLION FOR MULLION FOR FIELL-MULLED UNITS FACTORY -MULLED UNITS PRODUCT REVISED as comp)yln with the Florida Building Code NOA-No. 17.0630.01 Expiration Date Q5/26/2021 ��'��.•' �ICENSF M/l�F is * ; No.56705 STA tom: rs''.�LORIDP.••'G��: �''/4751 ON�!AL/111 e �•�• A. LYNN MILLER, P.E. FL P.E.# 56705 TABLE11A __...-_-....-..__........_�_....._........-__--"'- --- .__ -_-- .__..___...._-.. -- Mullion Capacity Table (lbeJH7) Opening Widh (for vile iceyepatni, mtftn9) crOpening Height (for hodzortalyspalmBg mtilirim) OO m 6a in 70 in a0 a 50 in too t, 12o r, 710 in 160 h RectalgWa 'Rgffrbr6 RaelangWar TmpR1s1g. RettanpAur Tmgi'dmI Ratlavp Tnpn..Il. Raaengldat T p/TnanO Ra..4 Tmpnrie'n. Rec polar T1aWN3M RaclangWar Laaft2 Tmp•T6m, Loafing Peclang A., Lmang TraprTr 9, L.An 1.26 ia94 UedinU Loading Lmdnp Load'mq LmdlnO UadinO L..*v Lowing Laaeip Loading La.Ang Lmdinj Loading Laeding AIIAn. Tube 0 ST10,1- Mahon 3 Y' _� . g Y>sif� fiY .s� &a:€ �as�a� _ �a@ 436 1n.0 70/ in.0 4/0 170.0 068 770.0 506 n0.0 992 inn 519 11q.0 1116 170.0 $21 1TOa 1240 tioa 521 t70a 14C8 1700 527 170.0 1735 t70.0 521 in.0 1907 '10a 52f 421n SO In i1D.0 170.0 isJ TCB 170.0 170.0 i24 170.1 850 1n.0 584 1700 992 170.9 son 1703 1137 1n.0 661 174,0 127$ 170C 977 170.0 7417 170.Oi 68D 170.0 1700 170.1 6a3 T700 1983 1?03 Rao 179.0� 2N7 ITT 610 7'e3 17q.0 S4.6251n 1T0.6 747 170.0 803 1f0A B95 t70o 831 1T00 ttd6 170a 634 77001 1195 170.0 _ 13d5 170.0 jai 174a; 1494 iT0.0 154 170.0 l79) __ 110.0 T55 170C 7J92 170.7 76E 1 s "__.. 51in 1T0.3 T51 170D 612 170.0 966 17Da 691 _ 17G.0 It's 170.0 764 170.0� 1275 170.g Bc3 1?Oa 113i 170.0 137 170.0 1694 170.0 MS 170.0 1913 l70.0, R61 1100 2231 11/.3 161 1700 8616Fnn lot 17e0 loss 1700 To? 170.0 1240 1700 @I8 170.0 U!J 170.G °46 inn Is93 1n.0 991 Ina': 177t 110.0 1433 Van 2125 170.0 1063 148.3 2163 1711.0 1063 +*23$1 1700 Intl63 11q0 115 t7111 1Oa 1122 1589 206C 170.0 1169 'Jd.S 2060 tn0 1177 170.1111 ip1T00 $so tT0.0 7a6 1708 Ills 170.0 150 in.0 1302 170.9 910 0IIBe 1700 lots.10?/ t7O.0 less it iTJO sTd 1?00! Td9 170.0 1i69 170a 303 t10.0 136! 1/00 1001 1m.1 1551 /TO.O 1G86170.0 1753 1700 1156 1T0.0 1148 170.4 1210 143.0 1966 110.0 1276 122a 1956 170.D+1286 170.1 12% nla 1n.0[771 l7Oa R71 Ilo0 12T5 17a.G loss 170a 1408 1J7.0 1126 170.0 1706 170a 1'229 161./ 1734 1700 016 138.7 173e 16981 Ins _- 115.E 1734 155.2 _ 1364 99.1 ____ -- 1544 1362 66.7 173A 1501 VW J___ .._.__ 1266 .................... 11T.➢ 1536 ?Sir 170.0 1n.0 9J7 Ina 1746 :]0/ 1010 16/3 16s5 t70.0 12a9 1474 i6E6 165Z 1295 131.1 1566 ____ 15t5 111.3 1257 983 1556 1213 122S 04.2 /E56 122.3 1179 73.7 1656 12f.2 12!6 pin 170.E 170.0 967 110a l3et 170.0 Ills 15i.! 14TT f59.7 'N5 13G.4 1477 152.0 122+ 1212 td77 139.1 !20fi 109.1 !d77 129.5 1797 90.9 U7/ 116.9 116s T7.9 U77 110,1 1168 In 1411 1 .. i 64 _..._- !ia 14za 1465 a86 Ill 1110 1233 969 101.6 1110 107.9 9-1 68.9 "to 'A1 936 T8.9 into 87.6 922 -. T7.0 1110 10T 910 ss2 1710 n.9 09± W.7 1170 66.@ 871 61A Ills_ 62.7 9O to 117.1 .-..... 1203. ... 872 _.- 97.6 _ 97i 1015 $56 $3.1 975 at 3 142 73.2 975 7R.5 129 66.0 975 711 871 585 9I5 654 107 48.8 975 57.4 n9 411 975 523 77i ]t6 976 43.3 76T 63.5 T71 70.1 615 517 771 61.7 _6T4 '-I.4 T71 54.3 664 aS.T 771 49.0 655 /t.l 771 4a9 6f7 31.3 711 7@.9 632 299 TT± 35.0 62; 25.T nl siA E12 t0@in Itt in a}2 76.7 ND ]7,3 696 081 63.1 T30 650 WD 61.1 130 56.3 ua 47.3 T30 a99 Got 121 T30 1?<_O 622 379 ??a 47.1 614 31.5 7]0 35.5 600 270 _730 ]1.9 519 71.7 170 293 56! !26 in 59.9 624 Eta F69 499 6P1 5/.2 5E0 Ala 674 a/.3 652 37.1 871 39.2 543 3J3 E24 363 311 121 12.1 111 25.0 614 277 519 2f4 6<4 P4,6 509 70T 62d 72.5 507 637 1441n 34.7 433 351 430 P8.9 UI 23A 395 24,1 47] 25W 990 21.i e33 224 His ts3 637 20.0 711 17.3 433 t8.2 J76 TABLE 11.B._- __ AnchorCapadty Table (Itn) _....._.._.- _ $1" a 2.7kOlocm1e Arxlur Type: 3116'Bta Ullr Anehor Cl� Patlems FOg fo hime on 1' 2.1/2' FOP E_10MCIIT llt n ±3+4^ 1yr 2 AtKltons � 47 W O C. l St0rCa0 m oauN CNp OtO. i{ 39D 0» SsO Ax q AraDan ®1.15" uD. O C. 15ta10w (v 1XtsCOCAp (fl 2y 480 D8 700 De _.-._ 4 Arc Min ®7 ND. O.0 I (q 2t3 Able Caps / Qi¢ 3} 700 Ds 7801M 4ARMs ®0,51' MM. O C. l U+MIp, h00 7dP ANm. (FIg-4J - NIA .__ N+A -----• - 1 ATSM7/"Ap On fij 195M i9.3 D6 3.5kCarl SiCE1t0 1 17r Ek0Ue2cx+ UDettal 5'6 EltO UK-. HtlIOVCMU 11d'I:;eCUlmtan 1/4•$$Ek0 AgQecaar ElI1C0CMU Yt6'Fxa i/C 5'S Eito U21aC:91 A{IgmCiaar PT Y1C 9ttd 9t"(05)i$1-(W5) wain uaa 7h2Sltd Y12 Stt41 6tr7 pt) -- 1" 2-vz t3rd• 1'J'r AW ICs i D90 29_. N:A iJ•A- G071W 7%1 Ps NIA WA 225 Ds USlre N!q wA Sirs• 2' -164 !M N7A 7898 _M I!!A E22IM N!A 1" /-114' 270 D! NM '_40!M qiA NJA 2�vz i-V4' 2P7 P.K •tn !M . SW Ps_ - WA _ 1901b! -_____._-____........_..... 7' 2.117 t-if4' 1-Vr 5/ Ds 74011a N/A WA N+A 7501M Y' 1-7:J•_ 3'a lCs N7A 74E Ds &1/5' t.irr 66d to -__ WA 08: Ds 2 7 WE i• TVA .. 1962 �_ o.qs' L918" Ilse 1-YO' offir 491ri S11 Ds __. VI21M 682 Ds - -am Eem qN 5ro m It20 D9 BEd D1 11 N7A WA S/0IM N7A t87 Ds WA 3� 0x N'A WA _ _ 1T9 RA WA _-... FUA t70 DS 911 Ds _..1i(A 221 is _._.__ d42 Ds 126I ex 280 Its - -- 2AOttm 1.14'tgn O.C21'Cip 6' 240 D! 3W D9 N/A 5+0 Ds FIGURE 1: FIGURE2, FIGURE 3: FIGURE 4. FIGURE 5: mT_ ANGLE CLIP MUST BE USED IN PAIRS. FIGURF 6: 1E* _0 ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,k,,,.,,,, (DP_) X ` ) =ANCHOR CAP.,, MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMENT FOR THE OPENING, WHFN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF TI IE SELECTED MULLION. IT WELL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADOfrIONAL ANCHOR OPTIONS FROM THE I ANCHOR CAPACITY TABLE 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) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANUOR OPENING WIDTHS IS ALLOWABLE. •• ••• • • 3) MULLION AND MIILLION CLIPS46H�NN:REj ?I1j1 O C E. F A EXACT DIMENSIONS, SEE SHEETS 21-2.1. HOLLIS TO BE DRRLED lei 9HEIFIElj3 F t.L ViN DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2l-^i3. FICRJRESeHOW S•GGiSTiLyJ_ L WMATE HOLE LOCATIONS. • • • • • • • • RETI 4) SUBSTRATES: COA•SMLL Cd1}ORM TO AC}:i014SPEi161CATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHAI-L CONFORM TO ASTM C-90- WOOD SHALL DE PRESSURE -TREATED YELLOW SOUTHERIM PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .100" THICK. STEEL SPUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (18 G1I.UCE)D9fllUCTURALEiEEI•TQ QE AT LEAST 125" PICK AND A3e. ALL ANCHORS INTQ MEAL SRAI_L EXTEND fQ LEAlaT 3 SCREW T V� IPYOND THE MATERIAL M70 8 #12 ANCFT(i2aa INTO: 00(j MAYBE STEEP, 18-8 S.S. GR 4113 S}4. • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.25' X 3.94' X ,624' MULLION ove PRODUCT REVISED as coin lying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date OS/2612021 BY 01AY LYNN72j'� No.58705 t�s •'•"t ORIOP.. --GN�- S�ONAL eNv A. LMSIN M"g, P,E. FL P.E.4 58705 rnoac ,an ' Mu16on Capacity Table bsmt Opening VNdth (WroergcD(Iy-sp;nn1 g Indians) cr Opening Height (fir flw12ortilklipamirg r ILMOns) 50 in 8D N 70 in OD h 80 kr 100 in 120 i1 140 in 160 M 2 x 4 x 25 R4wtargWr Leading Ti p'Tnrg. raedkg Raeler9Jr Loading /)apfmang Leading Reelanylr Loading Tr4plTdarg.J�rWm+gner Lootingading TiaplTdang. t.�ding Reatrgetw loading Tiarada g, loeenp Reat vier Lxdng ...� Trap(Tnenp. LoaeDg Reeta l; Wrc Le+•w TW-.danO. loading Ractangau` Loading T.plTr-% Leadng Reclrg lr Lcding TWTdang. Loading . Tubs AlumMu S9 s`o� J T 2llon Sp � gy F _ r & p r b 1983 42 in 170.0 WO 17a0 Gs 170.D 7N 170A 470 I'= am 170.0 5060 02 1TC0) 616 110.0 Jill 170.0 Ri 170.E I2/D 1700 52+ 1700 14M 1700 ITO.0 1/0.0 Rt 660 170.0 173.0 1735 1983 170.0 il00 521 170.0 170.0 +$21 44 in t7DA 706 1T0.0 824 /70.0 850 1700 594 170.0 M 17G.D 6300 11_.1 170.0 691 170.0 1275 i70.0 677 I70.0 1417 170A B80 170.0 600 170.0 2267 1700 660 -0.629In 170.0 747 170.0 %M3 IM0 r1A 170.0 631 IM.0 IBIS 170.0 61A0 1195 170.0 7M 1700 1345 - 1701 747 170A - 1494 170A 756 170A 1753 11C.0 14 -541n 1?00 2002 1700 756 170.0 2391 170.0 rye 170.0 111 17oA Sill 111)0 9% 1700001 1700 1116 t70.0 7s4o - Ire 170.0 sm i700 1434 1710 637 170.0 1594 170.0 SW 1700 1913 170.0 Jill 170.0 2231 1TJ088' M1700 Y_f'0 1700 '!N1 Win 770.0_07G7 i7U.0 tOB3 170.0 797 iT0.D 1240 170.0 8700 141T 170.0 911 170.0 13G4 170.0 888 170.D i77t 170,U tU33 170.0 2125 170.0 tOB3 170.0 N78 7T0.0 1083 i00.6 Z680 ti0.0 iC63 03M 110.0 930 i70.0 715 110.D 1716 170.0 8611170.0 1]07 170.0 940.3 14se 170.0 1015 17ax 1673 170O 1076 170.0 1859 170.0 1122 170.0 2131 170.0 1169 166.7 2553 170.0 tf71 145.9 255] 170.E1171 BBM 1T00 97J 170.0 T80 f70.D 11E9 iTOn 903 170.011]84 170.0 1002.0 1558 170.0 1086 1700 1i5J 170.0 1156 i720 I9/6 17C.0 12f0 1T0.0� 233Ji t70.0 12P3 151.9 2437 170.0 1286 132.9 2437 /70.OI t2e6 in _ 1700 08.1 170.0 676 1M.0 12Tr 1700 1009 170.0 1408 i7CA I=0 .._.72 17W 111)0 1226 t70.0 1913 170.0 1315 170.0 2125 f960 170.0 1387 N8.6� 2184 170.0Ilse i24.5 21P4 i10.0 1529 fOD.2 2i84 t70.0153C178i. 76 in 170.0 1122 1700 937 /70.0 134a 1700 1080 f?0.0 1570 170.0 1208E 1784 170,C 1372 165.1 iB60 170.0 1l21 148.E t70.0 i305 123.0 1516E 1tl1A 1346 105.1' 19E0 13l.0 t535 P29 19P0 1R.7 1531 .E 1151 t70.0 667 t70.0 1 331 17C.0 111-8 i/0.0 1611 170.0 1250,0 4N2 170.0 1360 152.7 1.1 1T0.0� 14. IIIA fah1 MIA 1500 1il.S R61 147.3 1473 982 � 1661 1398 f459 651 teat 137,8 1454 .0 1R8 I70.0 11N 1491 139Ji 158,0 121a 127.E 1308 1360 iI99 111.E 1398 121.3 1179 99.4 13Ps IM2� 1182 59.5 1300 101.6 1147 74.5 1396 898 li22 93.9 1399 827 1105 56.9 1796 70.0 IM .4 1229 131.5 1065 122.9 1229 /27.9 /078 105] 1229 111.2 1061 82 1220 96.9 toN 81.2 f29 89.0 1028 73.7 f229 824 1018 61A 1779 72.2 B83 R.7 37.0 1229 971 65.9 44.0 97/ 782 46.1 324 1229 971 62.M1.5 401 771 971 105.Ji Jill IlB.] 971 Ji9.0 882 74.0 971 77.2 SO s4.7 971 68A 8-11 67.6 971 $5.5 Ills 43.1 39.1 971 019 49A T90 4 919 97.3 6R 79.5 918 61.9 819 88.1 JIM 70.9 ECB SB. 919 62.9 7G4 53 V 919 $1.0 774 44.3 796 3l.1 919 40.2 742 29.8 919 771 772 .5 T86 78.6 116 82.9 788 61.5 705 S3786 75.Ji Jigs 471 786 49.4 656 41.2 14.j 7116 4D.S 666 313 796 34.9 P53 2T.0 766 31.0 6<1 23.8 765 26.A 1531 .7 54e N.2 604 36.1 Sb 3TC 498 3t.2 5/8 31.9 497 27.] Jill 262 !66 24.3 510 229 474 loll 548 19.6 4W 15.6 5b 17.E 4e5 tI1.7 518 153 NB TABLE 12B 65p 2.7k Care let. 35kC'B1c. HoH-CMU FmMCMV PT Woo0 Mery 9'tf'Elco leRcm L4 Eke UktscOn Utracnr. 3'i6Elca Ultfcm f!4'EICOVk'ac0nAnchorCllpPetllmJi 114"SSEko ApgGnor selrec0 Ubacon vrss Hie AgpnlAafa *10 Simype' 5cnee(T95) 6crrx(G5) Screx;T3".,) Da} f' 7.112' 1` 2-1lY $-118" Y R-V7 r 2-vr 7 51:8' 7 048' O.Sf TTYPI n 13± 134 1514' I-Yr Y 1-1Id^ 1.1±C 1-±f t-V4'1-14'2MKN;n W 4.75Min O.G. t Slandiaa orONN 82). 30715s 3W Ib4I W pro BOOfa 1U4 M 270BM 20D Ins 35l La 74o igc 314 Ds 6U4 ke 44S 9a DS 4#2N!560 D54 Arc)wa @I 2.60" Mgt OC l swung (a C403) M BH 740 ke I SM Dt 1405 De i l2J M NA Sri? Be HrA - 615Ibi NM 8+1` M WA W2 652 D` OQ3:00 1120 BaArchon O 1.71" MK GC I SUmmni (or Cxeel) 4 Arc Mn 9• Mln. O.C. ! t7) N 5 Anp1e .iP;1 ;FID ST. 6Arc lr i9p x Min. O.C.1(2) 2,5 Argo Gips± 067 3Arcflds®1.81•Mfn. O.G /UC5p, M0.125"Mrtn. 1Fq. 7T 6 AMIOn ®06/"Mtn O C. / U1; DIo.12S Alum, (F79 8) 2 A1KMn D 286' Mln. O C7 F CNp lF14_%: 3A7MWM 171^af1n. ocfF9p(Fq. I' Ills Ds 7D010a /170 D4 NIA N±A 310 De d43 D1 UM - 7 tt• i1TJ 0• NIA WA 37n i¢5 525 D3 72 D3 680 D3 10'20 D4 WA N!A .?75150 6791IM 1946 ek 1595 8a 94-D6 WA WA 74? Ills C,3 ft N!A 1186 D5 26Mta N!A NtA 712 NIA WA 7C5 0a 0 SED De s» NIAI WA NiA W'A N±A 2& M N!A 3538n N!A NM n.A N±A NIA WA N/A 7991xt 7fi01t6 _i7.13 MIA 7.HI M WA �88086 N•'A 1802 Lx 2R'�ex 10221M 632 M 1?27;oa 885 Rn 1327b t603 ks 112o M' 16W Bri 'W,,21bs Bn NIA WA I 3481bs 39D las 11221bs N;A NEA _ NM H:A 1320 sr.. WA WA 44C as ! N!A -H'A- WA _ WA f4A NiA IVA 9i1:D3 511 sM F WA INA d42 " W4" 073 21 Dc :c-0 tte eW Ce NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. Ci) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2: FIGURE3: FIGURE 4: • • • • • • • • • • FIGURE 5: FIGURE 6: FIGURE?: FIGURE 8: FIGURE. 9: FIGURE 10: ANGLE CLIP [1 : I I• : (FIGURES USED MUST BE USED IN PAIRS. n (DP„) X (ANCHON CAP.- „rc ) =ANCHOR CM.x, MULLION CAP.,,,,.,„, USE THIS FORMULA TO OBTAIN T IE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPEN 'LNG, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICHMAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM I I IE ANCHOR CAPACITY TABLE. TABLE NOTES: I) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • 000 • • • • • • L i 2) LINEAR INTERPOLATION BETWEEN MLLENGTHS•AMU/('yitiPEaiIN�WI�THs I�.LOWABLE. 3) MULL ION AND MULLION CLIPS SHOWN ARL•NOT TVSCALE.iOREXkT Q*IME&S*N! jEE SHEETS 21-23. HOLES '10 BE DR'LLED IN THE FIELD FOLLOWING DIMENSIONAL RtS�RICY1flR9!SHOM'ION SHEETS41.27a FI" S SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBS IRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILL FD CONCRETE BLOCK UNIT (GMU) SHALL CONFORM TO ASTM C-909 WOODio11ALL BE jjfjpfSU T$EATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A RIINIMNM OF .125" THICKEL STUDS TIEJIQII�IMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BL*lTTLEAST*125' THICK •ND A36.•4L.L ANCHORS T MEE�=AL SHALT_ EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Jill&*7112 APCHORS INTO WOODiMAY EW STEW, 1S1,S.S•OR 410 S.S. • • • •• • . . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as cemplyyina with the Florida Bulm., Ce7eli NOA-No. 17.0630.01 Expiration Date 05/26/2021 By Miam ProductT- � `t�11111711 (,T aUNY LYtV�7M ��', � . 'L10ENgF'•�C�� N0.58705 ' btA %O Si T'0' A. Ll(i(1N MILL�R2, P.E. FL P.E.p 58705 TABLL 13A _- �`�-� Mullion Capacity Table Rise Opaninp Width (for lertcaey-3P9rrrirg r"lons) or Openiip H•ipht (for Innmrta7y-_vpamrg malm9) so In 60 In 701n e0 Ir gel. IOD In 120 N 1401n 100 N Ihn5rlt0r TrwTrial9. Rxlagliar T6of'-np, Rec1m01dar TreptTday. Rarix�9Jar T1sp7Tmna. Rectsllgul. Trap/T466p.[17. np,4er nap f1 ar10 Rxlapea haglTllany. Loadrq TrgYTdan9 Lmdl9_ Ractryrlar Im&rl9 7}y/7rlan9. L.Wg Redallpdx Lmdnp 2 x6x.2b L9sdnp IOadq Ladno Loa&r9 L"lling imdrq L96do Lsedr9 Loadre L dlnBdn0 L.WV Lmlrirq Ahem. Tuba Marion t 2 2• l F --_. Z' ,�' F' l 2: ,' ^ 2; ,u = Z11 0� �Y•. 170.0 62D 170.0 436 iro.0 744 +70.0 Oa rO.D 868 170.0 506 170.01 982 1700 fill 1700 1116 iro0 $21 1240 ID 521 170.0 14M 170.0 521 iro.0 1736 170.0 621 iro.0 79a3 770.0, 621 4eN Imo roe IT0.D $24 1T0.0 ff0 170.0 584 170.9 DDQ 1TO.P 6]0 1m.0 1133 7(0.0, bS1 1700 iz76 110.0 677 im.D Ui7 - 1ro,0 es0 170.0 1700 170.0 880 170.0 19!7 1T0.0 eeD 170.0 2237 iro.0' 660 50,827N 170.o iR 170.0 583 - 170.0 - ON 170.0 611 1700 IC46 im.0 654 1700 lift - 1700 723 170.0 134S 1700 ._ 747 17D.0 1404 170.0 750 IW.O 170.1 _ t70tl 758 i7I1.0� 2082 170.0 T99 770.G 2381 _._. f70.0 _._.__....__..._ _ -lig- 1275 170.0 2350 170.0 801 170.0 767 170.0 612 __ 170.0 936 170.0 691 170.0 __ 1116 1700 T51 T__ 1700 003 170.0 1434 +700 107 170.0 1694 170.0 a58 1T0.0 19'.3 7T0.0 B81 f700 7231 1700 861 00.0 54In 00N im.0 665 170.0 rot f7O.0 1063 17D.0 797 1700 1240 110.0 815 170,0 W..7 17DO 044 170.3 1504 170.0 9D8 1m.0 1711 170.0 1033 1700 1700 1063 170.0 2479 1m.0 io63 170.0 283J 2125 /70.0 108] Win 170.0 ON 1T0.01 745 InIO i116 170.0 a50 170.0 1302 17D.D 940 170.0 1486 IM,0 1015 110.3 1673 1700 IOV 170.0 INN 170.0 1f12 1m0 2277 170.P 118f 170.0 2601 1m.0 1171 770.0 2975 tiCA if Tt _ 06N _.._ 170.0 974 ti0.0! 789 1To.0 1169 tro-0 809 1700 138/ 1700 1002 170.0 155b 77n.0 IM6 170.0 1733 1100 1155 1m.0 19/a 770.0 1210 170.0 2338 170.0 1276 1770 2T27 7m0 128e 170.0 3117 1700 7 1700 7529 170.0 3589 1-10.0 7530 C 72N 1700 ISM 170.0 $79 im.0 1275 170.0 low 17010 14M 170.0 1128 170-0 1700 1)0.0 1228 U0.0 1913 170.0 1315 1m.0 2125 170.0 1387 170.0 2550 ilU.O +488 f700 7W5 76N 1/0.D 1122 170.0 9]7 170.0 /14a 7ro.0 1060 tTD.O 1370 1T0.0 7208k�2 4 ITS 1322 170.0 2019 im.0 7421 fro.0 7243 770.0 i5U3 170.0 20112 170.0 ION 1700 3140 1'70.0 1694 170.0 35a9 I'f0.0 1705 7aN 170.0 1151 +ro.a O67 t70.0 1361 ti0.0 Ills 170.0 1S1•, 170.0 12502 170.0 1309 170.0 2072 170.0 14Tt 170.D 2302 170.7 t5B4 1ro.0 2763 170.0 1700 170.0 3223 170.0 1T77 410,9 30a! iTOA 1798 90N 170.0 tan tro.o 1144 1700 1594 170.0 1328 170S 195G 170.0 149e5 110.0 ISM 170.0 2391 110.0 1793 170.9 2850 170.0 iB16 1T00 376a 170.0 2125 150.0 3413 170.0 2277 f36i 3413 t70.o 2J6I 95In 170.0 1417 170.0 1232 f7D.0 1700 170.0 1434 17D.0 1983 f70.0 on7 170.0 IID4 770,0 7550 170,0 1952 ITOO 2033 17C.0 2005 160.0 3199 im.0 A39 /17.1 71w t6B.! N7] 1200 3/B9 i5e.1 3426 170.0 207a 164,a 2731 170.0 2271 1483 2181 151.9 2333 123.8 27a1 140.4 Val 105.0 2781 125.0 22U 92.7 2781 IWO .190 1WN fro.0 1591 1m0 t10B iro.0 19l3 1ro.0 1e/7 170.0 2231 17D,0 18700 III In 1700�3;4 1T0.0 19C6 1ro.0 1700 170.0 2Z5] 170.0 19321 17U.0 2449 151.E 2832 i823 2N5 136.E 2852 14e.4 221611D.8 2672 12e.4 2189 97.6 2832 Ifb� 2126 85.4 193i t0B3 2080 170in1TDO iro.D 2125 1roA 1859 154.t 2252. INUI 1901 .2 14fA 1984 120.1 2232 12T7.; 19]a 10e.i 2252 tte.1 1a75 90.f 2252 89.8 1872 P.2 2757 Bag 1836 eT.a ?252 a1! 1808 1900 /MN 125.1 to43 1364 105.1 U73 a9A 1564 913 1177 7a.2 1581 s0,7 fiat t884 tt.311371 62.6 +CN 63.7 iJSa 521 1304 SB.D 13]0 N.7 1564 49.2 1305 36.1 1584 44.1 tI33 TABLE13B - SUN1a36: nncnw 2.7k Carcrala a.• 3.5k CintM. cr. 1rcF ,�. Ildlaa CM.0 _ Filled cMJ PT YWod AiNei 1'Ypn: 317M Ek:o t0lrocsn 1N' Eko L'6r8cm Sr18" Eko ur'ancn Yi6' El- L.4L-eec0 1N' Eko 131taCg1 114' SS Eko A9preOMDr YtB' El- UN -on 1;4' 66 Finn AwW3k. YIO 91eei Screw (c'S) YI2 Ste+Y Screw (G•.1 Y72 sledArchx 6uew (CIS) Anchor C6p Patterns Eo9e D'alanoe tNT EmkMn r 2 A.F Q 4.7r Mk O. C / Btlndvd a• lMsat Cllp (Fi9. t A21: 4 Anorcrs /.6C AM O G. / 9atWad ;or Oe4e0 Cdq (Fq. 3): 1' t-3N' 390 es 700 fie 2-1/T' i-7M' 39C @s 1aC ks 1' - !-3N' 450 Ya 9001bs 2-1ST /-Y4' ego eY 1TBU'N 3-1/8- 2' _1644 •s 3232!N 1' 1-t/4• 270 Ws 510 Ws „-WA 51U @a :f/Z' f.tld• 241) tro 509 Yn f• 11/4' 3641N 'I08 A1s 2-1l2" 1.1 /4' T40 IN 1480 ee r t-tN' 314 @S _ 7401N 3-1,'8" 1.7:4' Wa IN f272 We r 7 Wfi Lb 1862 !N 0.46 1318' 1/ IN nL a 0,54' IJIe' ) 442IN fi651M D.32<' mdea 5CU :N 1120 9n ,940 @a. SBG Ws i1201hs -__ i:12V Ws WA NIA 1085 Wa WA WA N/A 1363 !ba 17T0 ._-_. __�__ B Moon®1.71"L4tt.O.C./ Snrld•d(m Obsl) C ..lEg 4): 1180ka 1<00 W. IDIOM 2'95!N W.>.-,_. _ WA WA !_ WA NIA 760 0n 152C IN __- t5G0Its WA 7d81N eel @a 18421N 6821N 685 We 112U Ih / AncMs Q Y Mir.. O.C. ! Rl h5 A1ple l;Fp� q. 57 IBO 66 180 9.m 660 Ws 150 IN law IN 7498 @s +78D a 37M tN 17a31Ds 17T0 M 2240Ib -- "--' 8 Ancnpa Q ]' uN. O.C. I (Zt bS Aryb Ceps I (Fl9. a): 136p tN teBD lbs WA t3I10 Ws f 360 Ws 71201N 87072 i iC07 We NIA _.._ WA_ WA WA WA WA 2054 ba Wn 7654 IN NA1 3?00Ion 14301N 12 Arc1ron A 1-' MN. O.C. / (212t5 Argk : (Fq. 7): 4 Archat ®t.M' A6n. O.C.I Ui2W, Into .125' M m. (Fp" B) 21CO IN WA 1410 Its WA 3T80 IN WA WA WA WA WA 45010I 5091be -WA WA BBO We 1298 Wa NIA WA WA WA WA N!A WA _ WA - NIA NiA 2887 ibs - 8 Arcbaa ®0.&' k6n_O.C. I LLr]IP, in10.125' ANn. OTC. 9j WA WA t6/8 Y» WA 270 •s WA 2801N 47910a 351 Wa WA 7401bs ii7166 374IN WA 6%IN NM-N%A--682 BIB IN 341 Ws @a- _ 4421b 8851m 580 W 112a iN 2 AnCNrs 80 4.68` Mn. O.C/ F-dip (Fq. tOj 4AIwMn t.i1')an. p.r,.l F4'yp 1Fq. 1t1: 3W Da 590 Ws 390 06 700@s NOTE: FOR -THE OFFSET CLIP, USE THE SAME ANCNU+2 PA I I L KN ANU ANCjiOR vALUE5 AS r "r - TABLE NOTES: 4NCHOR CAPACITY ADJUST MENI FUKMUI (DP•„ ) X { PNCHOR CAP.,,,,,,,,\ ANCHOR CAP_ MULLION CAP.,.„.,., USE THIS FORMULA TOOBTAIN TI1E'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER. THAN THE MUI LION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY V41 I1CH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. w w In PRODUCT REVISED "comp Inwith the Florida Buildirlp Z NOA-No. 17-0630.01 expiration Dat• 05/26i2021 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES FIGURES! FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • LOADWJ, StW SyEE;S 2� FORGENERAL I STALLAT ON METHODS. 111 / 7/ a• • • • �� N,( LY� 2) LINEAR INTEF4OLAT4'BF:Wf••-EN jUL:LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •�a' IY' �y� 3) MU! UDN ANDMU•LIO• CLpS SLFiOjjIN 4E N&JO SCALE. FOR EXACT DIMENSIONS, SEE SfIEETS 9 • • • • • • • -- 21-I3*HOLLt" BE DRISLF-D II•THE GIRL F%W NG DIMENSIONAL RFSTRICTIONSSHOWN ON �.: NO. 58705 Fx,VC- 5: FIGURES: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ b nAT ANGLF.. CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FT',.LED �tFK9URES ODNCRFiEf6LOCK IY`>iT�Mii) yALL CONFORM TO ASTM C-90. WOOD SHALL D[ PRESSURE -TREATED �O�'-, F(,v • • • • • • • • 6.7) •YF.hLOW SOUTHERN PINE WITI A: SG OF 0.5 ALVd1I UM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' IFS •'•. �OR1DI`. •' C,? MUST BE •7.ry}U��•��.K. SAI EL S TUDS i0 BE A MINIMUM GRAD 3 045" THICK (18 GAUGE), STRUCTURAL STEEL TO �7 S/0N/�` • • • • • • • • USED IN 8Ej1T LEST.ti' THICK AND ME AV ANC S J'T 'AETA1. SHALL EXTEND AT LEAST 3 SCREW 2• x 6• X. A. LHDU`I (tf (11I1fiFj,1P.E. FAIRS, • FJ D YOND tl-1i RIATEFW*. #10 & 012 ANC IIiORj'i INTO WOOD MAY BE STEEL, 1B 8 S.S. OR 410 S.S. MULLION FL P.F..# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MulgonCapacity Table sAt3 Opening Wldth(fcrvCltcnfq-soarrir1 -I-) or Opening lit (for hoftonia 1!11sparring mVlons) 1.2r x2.11' 601n fl0 M 7010 60 In 90 M IUD iN in 140 in RMareWr TraPrTdargt L.Mq Lowing 160 ReHw qAr lnaCMp M 7rapRderg. coa&v Reahrv-w LoadBrp TrxF7TtMeg. Loadig Rackrgw! Lbadag Tny7darg LoWing Renttrguw Loadng TrabRAang Inadino Rxteneuror Losdirg TnprTAarq. LoneIg ReclargW4r I-dkv tnPr'7derg. Loadrq Ra0(pnguror Loedly Tr41JTrMg. Loading ReotagWa l.exUrq Tnil-,Wg. L W.v x.128" Alum' Tube Mug g� & _ a _ �1 �a+ >^•.- �y' _ a 8 _ J. �' 42h 1N2 S7s !67,0 420 120.2 S26 148.9 48 1030 525 1389 414 90.1 526 734.5 411 , . __PA1 576 134.t 111 72.1 Sib 1341 411 801 5W 731.1 411 57.3 676 134.1, 411 S.St Sla 134.11 411 491n 96.B 403 109.0 333 Go,S 403 94.7 325 Wo 4W 55.4 3N fl04 403 all 317 63.7 , 403 79.1 375 193 403 19.6 314 40.3 40i 76.6 314 34.3 403 MIS374 30.2 403I68 1 311 - f0.6251n 613 W 91.0 301 66,6 362 79.7 294 566 362 71.9 299 St.S 36 872 2PR 45? i 352 618 ZM .. 41.2 _..... 9a7 ....... 838 293 7a.7 7F.2 83S 2AJ _ 79.4 353 63.5 263 25.7 ?Ill a35 183 S4 M OlA 310 74 267 56.5 31A 64.2 261 4a.5 316 57.7 25e 42.4 316 63.5 253 37.1 318 56.6 256 339 313 495 749 26.3 316 48.1 2de 2d.2 310 491 248 21 7 6 379 4S 1 246 C So In 49 t) 23a SJ.7 21D 41.2 256 451 211 351 258 40.7 210 30,9 758 37.2 ZC7 Z1.S 259 348 204 217 2"i0 37.4 203 N.B 258 32.2 Tt R.7 255 32.2 287 15.5 256 32.Y I 2'17 3 63M 427 234 R.6 200 356 734 381 ___._ 195 - 30.5 __..__ 231 31.7 142 28.1 234 31.0 1BP 233 234 29.4 its 21I 234 280 154 ITa 2N 26.0 22.2 183 157 15.3 133 234 213 21 !1 1A7 13A 234 26.5 1a3 160 06:n 372 213 34.4 163 7t.0 213 33.7 179 2A4 213 298 179 23.2 213 21.0 173 20.6 213 25.1 - 170 ix6 213 237 IM 1" 213 220 1m 11.9 213 270 i 72M 17830 T 225 149 174 19 203 147 159 479 18.7 td5 I --76M 113 181 2S4 140 203 it)1 2t.6 137 174 167 19.0 13S 15.2 1a1 17.0 133 1 _ 7DM 22.8 162 23.5 133 188 152 1P.9 131 1.1 1. 17.5 t2fl TABLE 14B 31Lnrate 2A Concrete J.Sk C- WAow emu Filled CUU PT WobO Mda Antha Type: NIWEro UlRrtPt 7!d'F.kn UtRm _.......... 5/16'Ek0 L'1Aas __._.�-�..._._.....---_ 3/15'EkoUa:rcan Ix Eko Lunvu 17Y 94 E%ji-wr o 1fl'6S Eko AgpreGlor wW Steel p12S1ee1 9c rew G6 9--5) ( ) t Itt25kY1 screw TAnchor lr ;EdOe Clip PetYms miame(M) k 1 AICI'u1s 7 Nn. O.C. / l3f ?cSAtgk C•s 7 (F t 1- 2-tYl' Y 2-12 SV: 1 1',2" 1-174" 990107 _7tl 2' IB92 !m da' 0.5d' t-3rE"�� t°JC� I412 A9•�a ee5 to 0.92d"E01beftn" ales 15N' 7fl01b6 73-P 790 9:! 114' 6001R /3+4" 1593Iba T t906 fbs 1-1)4' BA Is t-Y4' MD an t-Vr- 1-'VY WA TW to 748 as 1d30 Ih9 ANHUK L.A-WITAUJV.)r mcnrr (»„ ) X / ANCLHOIONR \ ANCHOR cAP.CAP._l MUL USE THIS FORMULA TO OBTAIN Ti IE -ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACfTY (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 SHE'eT 25 FOR INFORMATION ON I OADING. 1 2.66' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. T 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND77R OPENING WIDTHS IS ALLOWABLE. FIGURE 1: _ ( 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR F_XACT DIMENSIONS, SEE SHEETS 21-23. • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.11g• FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4 ANG ' F.. CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .125' CONCRETE BLOCK UNIT (CMU) SHALL&WFORi' 0 OSTIJ C-90.,YV �SC,H%%%���LL BE PRESSURE -TREATED - r YELLOW SOUTHERN PINEWITH AN 9fi OF 0.55. NUNYNUII` SHALL of ` A� A MINIMUM OF .125" 1 THICK STEEL STUDS TO BE A MININIPJM GRADE 3! AND•D•5" T*IICI6 (I WA E) TRUCTURAL STEEL TO BE A7 1.26' X 2.11' X 125' MULLION LEAST THICK AND A36. ALL ANCFRJRS INTO RIETAL 9MAL*EX6EN•,bT4EAST•3 SCREW THREADS BEYOND (INTEGRAL FIN MU UON) .125' TI IC MATERIAL #10 81712 ANCHORV%T8 WQO�VA}BE TE 1/-9 %6. C•2 410 S.a • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as eom ying with the Florida Building Code NOA-No. 17-0630.01 F.piration Data 05/26/2021 BY Miam a roducf Eonkiol- tt71117)I, .. `. a��1Y LYNti'4f No. 5a705 '�0, d �., %O,� . ATE (4( , ",, TONAL e A. LLi(11vi111 R. P.E. FL P.E.# 56705 IAtOLt -IDH Mullion Capacity Table (ibslRr Opening Width (for ierfiraly-Varlring mU6a15) or opening Height (tor horOXMI -sparri7lg rlu lams) 32V 30 DEG. AL 50 In 60 9t Sam g01n 100 M 12D In 140 M 180= Reev!pas gLaedra 8 gp - Tra•+7Mep ' L9edr0. - Reexnpb!er Lradn9 Till, Te(Jrnae. Lowing '�@ �5151213 da'! _70In Redsn9Wa L-dng ._.� a`n T-00-0. Lowing -BAYMULL ?�V 1 i` RecnngAer Loedrt9 - UU s rc Trep"rrler0. LwdnQ ' Rectay0ar gLO-*o 5 b.1 oe� i7a".0. Loedn9 E.d Reelengfe £Loedn9 4ne4,.WW TtiTneng, lesdrtg R lnadnp TrWTda•. Loed10 R.W g6er Loedn9 e im:7 Tdn9. LeednO Reclen5uler '�aEng Tle;Jrda,g L-o-e6n�9' 42M 170.0 620 170.0 435 170.0 744 170.0 470 170.0 we 170.0 506 '700 992 170.0 519 17C.0 17t6 170.0 5T1 170.0 1240 :70.0 521 170.0 1458 1700 E2/ 680 IT0.0r 130,4! 1T35 1527, 170.0, 621 149.1 1/40 470.0 521 40M 770.0 105 170.0 52{ 170,0 650 770.0 5& 1T0.0 9B2 1700 E3o tT00 1133 170.0 861 170.0 1275 170.0 on 170.0 1417 1700 no 1523 1522 170.0 170.01 66D 114.2 1512 1700 S50 50.626M 770.0 T47 1T0.0 sea 170.0 69e /70.0' rSit 1700 1046 170.D 6a{ 1760 1195 170.0 723 170.0 1345 1700i 747 164.2 iM7 t70.0 756 138-9 1413 170.0 756 117.3 1443 ITO.0 756 ._ 102.6 _._._._..._...._.. t443 179.0� 756 _. S/M 170.0 791 170.01 W 612 170.0 955 170.0 691 170.0 Ilia 170.0 756 170.01199 1700 6GJ 1804 f353 170.0' $JT 144.3 1157 ti0.0 956 720.3i I36) 170.0 881 103.7 1JW 170.0 561 DG.2 /353 1700 WI 50M 170.0 66e 17C.0 701 170.0 1063 17C.0 707 1670 1210 iT0.0 175 715.1! 17:a 170.0 9N 129.9 1216 159.5 ON 116.9 1218 1511 9M 97.4 VIA 148.1 913 63.5 IZ!8 146.1 B'J 73.1 1218 /461 913 67M 1700 9J0 170.0 743 170.0 We 170.0 850 160.2 1160 108.8 9]J iNA 1130 153.0 9I4 116A 1150 1414 $98 10A1 1150 134.2 885 $7.6 !ISO 126.7 709T4 T9.2 871 dil 75.1 65.3 1750 1rA6 680 5282 B7G lS.T 1150 1781 870 e5 in 170.0 B71 1700 7e0 1Tt.4 1018 16b.6 Bat 730.ai 1043 549.8 M4 1//.3 1015 173.1 B6C 101.E iD48 120-1 838 B7.1 104D 1165 630 76.2 t016 1082 !7A 571 10i6 t06.Z 678 Ua.8 800 14T9 764 117A 850 136.0 746 100.8 6e0 110.E 734 660 680 100.0 722 78.2 88D 92.0 712 704 960 852 703 56.7 680 893 60.] 76.5 E68 M.e 6e0 76.4 e0D S72b. 79M 119.7 790 125.7 .a D9.8 790 tOBA 876 01 T90 D].3 663 74.8 790 03.9 652 65.5 790 76.9 643 55A 711E 77.7 673 47.9 790 65.1 62{ 42.8 790 6Z.1 819 37.4 71IC 65.3 677 a ! g I_.....___ 76M 1f0.6 750 115.5 857 92.] 750 ".1 644 79A 730 85-9 - 632 f9.2 750 T7,1 521 51.3 750 TOA 612 55A 700 657 W5 46.2 760 _.. 59.4 _. 35.2 594 WS 750 _- 56.2 588 31.8 750 53.8 e8tl 9oM 72f 559 7/A 800 60.1 563 629 491 51.3 _.._ 583 54.e /e3 _.. 45.1 SB3 _ 45.9 ( 475 40.1 50 MA 4W 36.1 563 _ 40.6 462 30.0 SB3 452 25.8 583 11.3 445 72.5 683 lt,! 4u 90M 59A 498 GIA 443 49.5 4" 51.6 435 42A 495 44.8 427 STA 496 30.0 421 337 33.D 212 493 39/ 38.7 24.9 415 333 29.7 20.9 405 332 409 24.4 498 29.1 tG0 2t.3 498 26.6 3D4 it.tl 4/NS 25.0 390 IOBM 41.7 '>01 42tl 353 34.8 30 35.D SIe 198 391 31.1 342 25A 391 27A 191 22.6 328 ilA J91 19.7 321 N.9 781 17.8 315 111In 38A 3/0 39.2 319 32.a 370 3].0 330 27.3 37D 28.6 132A Z40 370 26.3 320 VA 370 ?2! 316 19.2 370 20.0 312 160 370 18.t 305 120in 30.4 317 SOA TDB 2S3 317 26-D 264 21.7 3f7 22,5 IBC 19.0 37T f9.e 276 f6.0 317 179 273 u4 M n.6 22e IA 203 TABLE 158 _.__....�__.�..--..--'---- ' Anchor --. -� Capacity Table f7s SuostAte 2.7k CorerNa 15k C- Hdbw CMU Flied CMU PTM0d McAI S118' Eko 1/4^ 33 Eko 9I19- Eft 1f4' SS Ebo 910 St" 1112 5bd t12 Sled Patterns Anchtx type: L18' Ebo Ul6ao 1N' Eko'ADecm an tAerw 37iC E:cc Unrecon 1N' Eko UMeemr AgorW-W �� Ag9RGaW 5crts (W) S.- IGs) Straw (G5; Anchor Clip Edge Dlslree(MI _ 1.___-, t' 2-/i2' t' 27.+T 7.11&" 1" 2-V2` 5' 2-t? 7' it!S' 'L' 0.48' 0.51" 0.324' Embebewd(MY 1-314' i V4- 1-3!4" I-ve 2 AnBlloe (Q 5' MM, O.C.l RI h5 AtAM C1ps 1(ilg. 1Y 39D U 390 ka 455 roe a90 69 1700 be 2701ee 28016 354 r. 740 M 3741be T20 Ea "1 Ma 141 " 4411be 5E-0 4x - i Ardmn Q 3.5' Min O.C. I Q) 2+5 Angks CSpr ! (Fig 2Y T30 kc 1 730 Nx 7DD Ibc fa19 roE E525 Ea 540IDe SEO lh NIA - N/A- 1120 Os '0591ls _74a ror N/A� 990 EOn taB2 !b 832 the BOB lb. 1120 Dxi a ArWd 2.71' 66a O.C, / i2f 2.5 M C' ! pp. 3Y; 1120lb. 112J Ibs B:SB loa 22Ni IM 2241os N!A 840 9x 1320 Poe N!A 1022 Me 1777 be 1500 kw FIGURE 1: F--] FIGURE 2: _ E-1J FIGURE 3: n. ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. FntL11 V K t/NYA4.t 1! AUJ V J r MCIe ! r (DP-.) X ( ANCHOR GAP.,,,,,-,\ =ANCHOR CAP.,,, `MULLION CAP."m„„. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUA'_ PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MU LION 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. _ 1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACI DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIME146•DNM.• ISTFOCTIQNS SIdPWNGN WEETS,2j-23. -30- FIGURES SHOW SUGGESTED, APPROXIMATE HOLE. L •&ATKNIS. ; •.: 4) SUBSTRATES: CCNCRETE SHALL CONFORM TO ACI:t,t* SPEGk'•t,AlANb%FOMOW AWWIIOU F-WLLED 3.250^ CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO "17 C-$p„7y.�ONALL & PRES�1ROTREATEW YELLOW SOUTHERN PINE WITH AN SG OF0.55. ALUMINUM S E60-�ANL%EAIAINIWM".125° THICK. STEEL STUDS TO BE A MINIMUM GRACE 33 ANU .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 30- BAY �I� LEAST .125' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW TIiREADS BEYOND MULUOr4 - TITE MATERIAL. B10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • ••• ••• ••• • • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code t4OA-No. 17-0630.01 Fapiration Date 05/26/2021 Br_ Miam • Product Control 1t5tt5ufl// .*. . No. 58'/05 AO TsrA7E [V441 isi S ONAL EN A. LYAWLLER, P.E. FL P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... IBLAt iUA .__ - _ _ � " • iftlMiwn daC TaDI 1 Op•niny Width (W 15x6 rp mmons) or OpeningMight (tor Mr•onfaIIMPopirg m111i0R6) 501n W in 70 In BO In* • t1,• 12C in 140 in /6O In Rutan6Air T.Wifng R.%Vts T1aWTA-v nfe7tn9Am T'wl"Iap. Rs wft TnvTdalg. Rmhtngnlr tYaplTn•g. Resynpisr Ttgdlrkrg. fW.tsn9.tlr T4ylOieng. ?s01•'yUer Trep/M4rg. L.dn➢ Rtrmrtp4• Lnttdtg Tfeynlen9. L-d.9 328"48 Losd`n9 Laedny Lne6ny LotMny L-kie Loodn9 Lood'i:y Loodny Lceding tooling Loadny L^"d^Fi Losdrg -Losdng Lmdnp DEQAL BAYMULL z zTii� fn £ r r S� a •`uua �� ci u�'�u�F15 �aas 11 y¢ 5g a$ li 1�40 �7tC $c¢0 S21 170.0 1466 4 Sc dr¢ Z11 tlM 170.0 820 /70.0 475 170.0 744 170,0 476 170.0 N0 170.0 SOB 770.0 002 1T00 519 70.0 1118 170.0 7! 17t� 17&0 521 170.0 1735 /70.0 527 tE0.3 1071 170.0 521 45 In 170.0 703 1T0.0 524 170.0 550 170.0 S01 170.0 992 170,0 030 1709 1133 170.0 661 11C.0 1275 1700 677 170.0 1417 Wife 65D 163.7 1637 1700 680 140.3 1637 1700 680 121.611077 iT0.2 6BO 50825 it 170.0 747 tT0.0 563 11tl.0 890 170.0 oil 170.3, J046 170,0 804 170tl 1195 170.0 727 1740 1743 170.0 T47 110.0 IN4 170.0 758 141.1 1557 170.0 IM 128.1 1662 170.0 756 1104 1552 170.01 'J56 54n 170.0 797 1700 612 170,0 958 170.0 691 170.0 life 1T0.0 75/ 170.0 1275 173.0 003 170,0 1434 170.0 $37 155.2 1456 1790 856 Q9.3 t0d 170.0 081 110.3 105 170.0 861 97.0 14SS 170.0 del eon tt0.0 Ees 170.0 rot 110.0 t0a7 f70.0r117 17U.0 724C 170.0 DID 157i 1300 110.0 ON 1391 1709 170.3 096 125.7 1309 163.5 294 104.8 170➢ 737.1 OB2 69.6 13D9 757.1 902 798 1304 137.1 982 63n 110.0 9Y't 170.OI 745 170.011116 170.0182.9 1247 170.0 940 142.5 1247 154.5 083 12E.7 1247 152.81 985 114A1247 f44,3 062 95.0 1247 138.2 036 914 1247 135.7 235 71,3 1247 135.7 935 n 170,0 B74 170.0 )69 1T0.0 1189 1T0.0 116.? 1190 163.1 905 129.0 1101 1479 D45 115.4 11B0 136.5 Y28 1p.9I /190 128.1 914 60.6 ItBO 11P.5 8B6 71,2 11f0 116.1 883 64.9 11B0 118,773in 620 89.8 1010 161.E 10f0 769.1 6T7 13/.T f010 141.0 1754 1010 127,2 B42 f0!.0 1010 114.7 105.E 617 D3.6 1010 88.9 807 0T.7 f010 90.D 795 157.7 1010 87.D 760 60.5 f010 87.i 789 76n 137.4 9C6 143.6 792 1143 900 122-0 N.1 am 107.1 761FIT 982 7/B T6,] 9t3g 80.2 77B 68.7 tq6 82J 729 57.1 ➢06 71.7 71B 49.1 9O8 712 710 t29 906 70 E, 700 _ 127.1 __ Set 132.5 T54 105.9 881 112.5 ..... 90.8 661 08A 725 685 713 70.0 BOi 81.0I 703 838 8B1 754 69/ 53.0 881 �.1 661 tS4 161 61.5 015 39.7 681 637 e'2 1i0 W, 58.1 545 40.0 646 50,0 537 41.1 Brfi 470 Sao 3R5 646 295 B46 362 9!1 25.9 646 365 507 If.S 512 Wn 62T Bib 115.1 574 W.9 8/0 72.1 684 69.1 So 62,9 US 70.1 508 4.6 SBB S➢t 499 46.1 sea S1.4 491 451 463 37.9 t 41A 478 34.1 Sea J91 470 284 We 33.4 4S6 243 588 ]0.5 452 21.3 566 2D,7 N_ 449 409 405 39.2 449 412 3" 342 44➢ .7 303 St.7 37J 2E.8 449 2BA 352 23.9 449 26.1 N9 22.7 368 17.1 N9 204 3E7 15.0 N9 t8.8 356 t371 425 20.7 350 425 45.0 356 36.4 425 37.9 379 31.5 AM 32.8 373 .) 291 367 21.3 425 262 362 22.1 425 M.0 ?5.6 12S 19.6343 - -__ 304 35.5 331 20.1 36/ 29.0 3" 24.9 304 25321 21.8 364 22.8 317 194 304 20.5 313 17.5 364 1D7 ____ _ 1Nn 202 2S3 20./ 233 16.1 253 tT.i 2J0 TABLt 1DB AnCDOf -- ------ -_. Capacity TableIDs 11 2.ik COrcm!0 3.58 plot. Il9pow CMU F71.1 CMU FT vftw____ �e�__ IIuMIrAe: ---- t/4' 88 Eko SAr Eleo 1/4' 8S Eko e10 511N Fi121i A.2 Steel Patterns A.h. T7Pe: 3!16 Ebo UN-- 114" Eka Uiewmi 5!1T Ell* IAfraca, 3116' Lleo LAlnocn 114' F,ko 1JI4BCOn AyyeG4M U A. g!!G 1¢ Scmw (3S)'. Screw 095) Screw IG5i Anchor CBp EOpa pa:era:e (InF t' 2-!IT 1' 2-If? 3-t18' t' 2-U'2' 1' 1-/J7' 2" 1W 3-t,re" T 0.724' EmDetltnml In 1.3 1-314" 1-JI4' T ... iJM' f-018' V011e6 2 AnOTsxa Q 6' Min O.C, / 12) 7s5 A'q* pfpt / (F47 1Y' 3W E6 3B0 D4 45) iba 890 ft i J00 be no-T. 28[ Ib 354 b. 710 M 3T4:b 7201ba 9401M 31 t IW H7.IW MCI Its 4 AtaM• Oy 3.5' Min O C.! R7 2e5 An9'e pips I IF! . 2 7801u 7 i 7B0 6a 111 the 167016s 7525 to StO lba - 5601bs WA t 170 ilrb t4B IDe 6B01bs 18921ba 8821be D95 ks 112D D.s Z2516a MO lbs WA 105911xa WA mo bs WA 10221b. iJ27 1N 10001be ...._.. B Archon 2.71' W, 1J.C. 7 (2) 2s6 AnOh CApc J (F:'0. 77; 1120IDs ....,,._»..._ 1120IOe -___. 95B Ibe .__...... 22481be N!A FIGURE 1: D Ll FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS, TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SKEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION MCTHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AY07OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION Cf..IPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. 1 IDLES 10 BE OWLLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-7.3. 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 SOUI HERN PINE WITH AN SG OF 0.55. ALUMINUM SMALL DE 6063-T5AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL 10 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 MAYBE STEEL, I" S.S. OR 410 S.S. ancnulc ws f T --w m... r.a­ . ANCHOR CAP,,,,,,,,,,, (DP..) X ( 1 ANCHOR CAP., \MULLION CAP,,,e,,.,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY RFOUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE I"ABLE) OF THESELLCIED MULLION. IT W ILL YIELD A MINIMUM ANCHOR CAPACI-I'Y W HICI I MAY BE USED TO QUALIFY ADDITIONAL ANCI fOR OPTIONS FROM T)fE ANCHOR CAPACITY TABLE. Q L Z •• m 1j LU Op w �n a3 p U) v Q( O Z m ; UP d F $ Ns PRODUCT REVISED as complyingawith the Florida 6ulldinBCoodd NOA-No. - 17-0630.01 Expirstion Date 05/26/2021 By tQNNY LY N"'. �'. lt' Nm 58705 p �TSATE�CF (V�� i C�s''•�,� ORIDT•. ' N A. AI4LEF2�P.E. FL P.E.# 58705 2.000" -.126" 1 f 1" X 2" X .125' MULLION 6363-T6 ALUM, XSECTION I -.125' 2.0I00" L_ 5 �f 1' X 2' X .375" MULLION 6063-T6 ALUM. XSECTION (-{ j-- .125" SIANDARDCUP 2.000" E063-T6 ALUM. X-SECTION r--.125" L -5.50C"------.3.---'' 125---'-) CUT HERE TO I -_ 375" .375" 1-- _ CREATE . SHEE SEE MIN.' I DETAILF.SHEET4 N. LIF -- JI-1-f- E STANDARD CLIP 6063-TO ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY, SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1I16". .375' 4" MIN. MIN .1...______ ___ ._......i I I I I I C6T � I I i I _ • ... ... .. .. . . . .. .. . . . . . . . . . . . . . .•• . . . . ... -^1 tACO"�h_� • • s -.1zs• 2.760" / 75• • • 1' X 2.75" X .376' MULLION 6063�T8 A_UM. XSECTION -f I 2.125" U-CL'P j 8063-TB ALUM. 1 X-SECTION 125"-T_ Ij --I .740" F-- .336" MIN. A I U-CLIP 0063-115 ALUM. TOPVIEW ZCENTER OF ANCHOR HOLE MUST LIE WI MIN THE DASHED BOUNDARY, SEE SHEETS 5117 FOR THE ANCHOR 0 C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: AWHOR DIAMETER + 1116". TARI F H • • +• 1.g00 f + • • • T- T Goo 125' ! .125" 2.750` �.125' 3.125" 3.166' • • • • • r.• • • • 265' • •1 1 T 1' X 2.75" X .650• MULLION V X 3.125' X .5" MULLION 1.25, X 3,188" X 265" MULLION 6063-T6 ALUM. 8063-T6 At UM. 6063-T6 ALUM. X.SECTION X-SFCTION X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000" L I X.SEGTICN _ 125' .............. 5.000" . .37b• ----'-- 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW ZCENTER OF ANCHOR HOLE MUSK LIL WITHIN THE DASHED BOUNDARY. SEE SHEETS E-18 FOR THE ANCI IOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DAMETER: ANCHOR DIAMETER " 1118. Mull Dimension (sheet ll) PGT Part # Mullion Std, Clip Oifaetgip U-Clip Angle Clip 1" X T' X .126' (5) 66605 666113M 66611IBM SM43M 666511 M 1" XZ" X.375" (6) 666006 666114M 6661119M 666244M 6665i2M i" X 2.76' X.375" (7) 66607 666115M 6661120M 666245M 666513M l" X2.75"X.6SV'(8) 66608 666116M GWI121M 666246M 666514M 1"X3.1Z5"X.500 (9) 66637M 6661116M 6661114M 666242M 6W515M 1,25" X3.188" X.266' (12) 6WIM 6661117M 8881113M 666241M 666516M 1.26"X2,11"X.125"(18) 69370 WA NIA WA 666517M 1 OPFSET CLIP NOTES: 125' .) 6083-TIIALUM. I � TOPVIEW' 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .740-F-..+--1 e 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (In) For Mullion: A 1.625 1" X, 2" X. 125" Aluminum Tube Mullion B 2.854 C 0.895 D 0.740 A 1.125 1" X2" X.375' Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X 2.75'" X ,375 Aluminum Tube Mullion B 3.OfX) C 0.757- D 1.118 A 1.312 1- X2.75" X .850" Aluminum Tube Mullion B 3,000 C Y0.476 D 0.836 A 2.000 1" X 3.125" X .500' Aium Tube Mull B Z 637 C 0.883 D 1.137 A 2.6125 86" 1.25" X 3.1 X.265" Alu m Tube Mull B 3.282:�] C 0.B62 D 1.762 A 1.813 1.26" X2.1P .121• Alum Tube Mull PRODUCT REVISED •s camp)yiny with the Florida building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlam{-'D-- roduet Control LYNN ��:.•' p1GENSF �.I�LT hlo.58705 1.25" X 3.25' X .100' 125" X 3.25" X .624" MULLION MULLION SM6 T5 ALUM. 6005-T5 ALUM. X-SFCTION X-SECTION ... _ _... - 2.661' -.. _....... _. ...125 1. I .125' 125' 30•-r--_ r i 3.250"q5' BAY MULI.IO 30" BAY MULLION 8063-TO ALUM. 0003-TO ALUM. I X-SECTION X-SECTION . . ... . . . ... .... . ...... . . . . . . . . . . . . . ... . . . . .. . n3l i t 1.D62" I • •••�63"-5" .062• •438 ••• • STANDARD CLIP 625" 2.000" 6C9&T6 ALUM. %SECTION 125"I • • • �..031I • 375' 11X 4'X.375" f "T'-MULLION 6083 N ALUM. XSECTION 0' l-1.25 3.94' .624' --i .820' t-- 1.25' X 3.94' X .02C MULLION 6005•T6 ALUM. X-SFCTON --3.489"-� '125' 7r .228"._1 1-.981°-41 .226"T .375"-.......-3.1 MIN. -{II 740" 2.125" . 2.000" 2X5 ANGLE CLIP ll-CLIP 6063-T6 ALUM. 6U 063-T6 ALUM. XSECTION -,126" X SECTION 7- 125"-I 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 r 1116'. 5.6001-- .-.. III--- CUT HERE TO --.. CREATE FGLIP, SEE .375" DETA L F, S!1EET 4 i I I I 1 ! I I t I i I 1 I I i I I I 1 1 F I i i I I I I I I 1 I I ! I i I I I I I I CL STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 0063-TO ALUM. - WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. --DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 17i6% .375"� I 375' MIN. 1. I I I 1 1 1 I 1 I I I I I I I I I I I 2.259' I i I H 1 I i I I I i 1 I i I I 1 i i I 1 OFFSET CLIP .125'- 3-TOALUM. TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .376 CENTER OF I ANCHOR HOLE I MUST LIE WITHIN THE DASHED F) BOUNDARY. SEE SHEETS 10.17 FOR THE / ANCHOR O.C. DISTAO.INCE. MAXUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16. U-CLIP 6063-TO ALUM, TOPVIEW TARI £ C Dimension Valu• (In) For Mullion: 1' 4" X O N. .125" Aluminum H Y.680 1 3.000 Tuba Mullion F 3.181 1" X4' X G 0.757 .375" Aluminum H 2430 1 3.000 Tube & T F 2.250 1.25" X 3.25" G 0,750 X.100" Abanimn H 1.5W 1 _ _ 3,250 Tube Mulfoll 6.000'-._-- --L375' MIN. I i ...-MIN. I I I i I f 1 I I I __......... .... _.. 1 I I 1 1 1 i I i I i I TAHI F r rnNT olmension.Value (Infl For Mullion: F G 1.938 0.500 1.25" X 3.25r x.624' Aluminum Tube MuBicn _ H _ 1 1.438 3.250 F G _ 2.825 1.125 1.25- X 3.84" X.624" Aluminum Tube ML' H 1 1.500 3.250 F 1 2.613 30' 8a Mul F 1 2.875 45- Bay Mull W M CD 2X5 ANGLE CLIP g 2 VIP 6063-T6 ALUM. - 0= m( TCPVIEV/ o�• PRODUCT REVISED as comp In with theFlorida Building Code NOA-No. 17-0630.01 E.pirstlon Date 05/2612021 Mull Dimension (5heel N) POT Part 0 Mullion Sid, Clip OBaet Clip U-Clip Angie Clip 1"X4'X.126'(l0) 69304 066i17M ON Ii2M ewc-ml 066518M V X4' X.375' (11) 68610 ONI12M W61123M W242M 060519M i- X 4' X.377 -r V 1) 1.25- X 3.25' X. IOU'(13) 1.26" X3.25" X.624" (14) 68053 201IM20312 20101/20315 608112M 0661127M 0601128M 6601123M W61124M W01125101 OW42M 6602410M 0602411M 680619M 6MI15M 0665116M 1.25- X 3.94- X 1624' (15)1 20162 6681117M U01120M 650241M 000517M 30Oeome 65U9 W WA) 0085110M 45 Degree 20 00 WA WA 6065111 M ```��•'C1GENgF •• �C! ' �� *.. No.58705 %�O � � TE o ��•' �w ' 71j7"ONAL ECG 1" 111111` A. LYNN MILLER, P.E. FL P.E.# 58705 Mull Dimension (shoot*) PGT Part if ~ WHO Std. Clip t)-Clip Angle Clip 2" X 4" X .25" (18) 66602 666261 M 1. 8685112Id 2" XB" X .25" (17) 08804 668262M I 666272M 6665113M . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ••. 125" STANDARD CLIP f I U-CUP 6063-16 ALUM. I 6063-TB X-SEN ALUM. C7102.125 X-..ECTNJN NOTES: • • • • • • • • • • • =26'• • • • • .126" 1) HOLES TO BE DRILLED IN THE FIELD POLLOWING i". • • • • • : • • , DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ( • • • • • • • _ -i 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE .0• • • • • • • • • • • t- 1.490".._,_,1 HOLE LOCATIONS.-----1.480"—i 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ....._5.500^...... ........ -- -- CU7 HERETO WCATE F-CUP, I-�-2mo- f _. SEEDETAILF. 375• 3/5"_ MIN. MIN. __ 1 SHEET �...? J--� ---- ' 1 I I I I 4.000" 3.438" 2- X 4" X .25' i MULLION 6083-TS ALUM, X-SECTION _ I I // J STANDARD CLIP / CENTER OF ANCHCR HOLE MUST LIE 6063-T6 ALUM. .250'-' L WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR.THE ANCHOR O C. `—DISTANCE. MAXIMUM ANCHOR HOLE •. DIAMF..TER: ANCHOR DIAMETER+ 1f16. �......_.. 2 000" ...-____I .375' WN. \--- I I 1 I I I i 2' X 6' X .25" MULLION, 6093.T6 ALUM. X.SECTION 1 —.........._5.500' cur ..................-i Ner.E TD CREATE F.CUP, fr �_SEEDETAN.F, MIN" SHEET 4 �.._.__. I i I I I I t I 4.68 I I I I I I I 1 I STANDARD CLIP B063-T6 ALUM. TOP VIEW h - 125' 2X5 ANGLE CUP 6063-T6 ALUM. 2 C41C" X-SECTION .._..___._..._.____.__.5.000"........ .._.__..__._____.._.�.� .375" MIN. Ffl __...... _ _.. 3.438" I.1. f 1 3.438' t 1 I i I .375' 1 L MIN. U-CLIP, 6063-TG ALUM. CENTER Or ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 1647 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + Ill6" U-CLIP 6063-T6 ALUM. USED FOR 2' X 8' MULLION, SHEET 17 I OPVIEW / 2X5 ANGLE CLIP / CENTER OF ANCHOR HOLE MUST LIE 6063-TO ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEN SHEETS 16'17 FOR THE ANCHOR C.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER'. ANCHOR DIAMETER + 1116'. 2X5 ANGLE CLIP 6063•T6 ALUM. TOPVIEW .375" MIN. W O C E J V) Q ..� Z OI i 1 $ �'0. qg p PRODUCT REVISED as comp)yyingg with the Florida Building Cotli NOA-No. 17-0630.01 Expiration Pat• 512612021 BY...._L.._ Miam a Pr uct ontro 1111 I111,h � ���r'' L10EN,gF'• �((� 'i *. t No. 58705 .375* MIN. -0 ST G' ''/S"ONAL EN A. LYVuILcALR,.. P.E. FL P.F.# 587M P . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . EXAMPLES OF RECTANGULAR LOADING: • ... . • • • EXAMPLES OF TRAPEZOIUAL/TRIANGULAR LOADING: • • . 190 . . .. • • LOADING OF VERTICAL MULLION z C o m 1 .W ..� PV'i O t/I 01' 4 SN iiU d jF- W u w o F: jZ, t 10 Z _ ? LOADING OF VERTICAL MULLION w z 2 g g q m x O �F J W ' Z a r: z z E rn rn �--{-. Pw_� r a Fez � W � S� 90 so 8 ` to z 9 E✓ Q to N ¢..0 O O O O s0; SFL'DH ' PRODUCT REVISED as co�lylnyewlth the Florida r1 j NOIA-No. 17-0630.01 j :I Expiration Date 05/26/2021 LOAUING OF HORIZONTAL BY... """-'- ........... .._ _...... _ .. I MULLION MiaM(�b a Product Cont�o� INGS ARE NTATIONS OF TYPICAL ,RATIONS. ,RATIONS NOT SHOWN EXTRAPOLATED FROM IHOWN. LOADING TYPE CANNOT '\, Ny LYNN RMINED• USE \'t`.O"tiI...... - SULAR LOADING. F '•.,���� RODUCfS'APPROVALFOR * N0.58705 ANCHOR LOCATIONS. r Or'. s�TArr 0 LOADING OF HORIZONTAL A. VYYINN, MIL \ P.E. MULLION FL P.E.# 68705 . . ..• . • . ... .. .. . . . .. .. • • . . . .. . . . . • ••• . . . ... . . . . ... _ ................ --- EXP�MPLE 1: SiNGI G VERTI(:AL MULLION THE BUILDING SUBSTRATE I: KNOWN BE WOOD ON ALL FOUR SIDES THE WINDOW FRAME DEPTH IS 2-V4', THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF. NO ANCHORS N HEAD 1) INITIALLY ASSUWG THAT A 1jIWIDE MWLLION i A' ABLE,T L�tULLIQ!fL ENGTH IS 72' AND THE OPENING WIDTfI IS 32"+32+1•:85•, RFFFRFNCING SHEET 25. THE COLUMN USING - RS ....................— RECTANGULAR LO,�IN• MUS6HE U�D. S N T: M LIQN ES f MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED )ice - - ----------=T DESIGN FRESSUR310F 480.01.60.0 PSF. IF TAF TA -I ESTJ IT OW TOE' ACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. xC SEE SEE FROM TABLE 3A, S11.2 7, T*E 1' X 2.75- 0 N•' MLON1(LENAV, O` %ING WIDTH - 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/_58.3 PSF AND WOULD fENESTRA7IDN \ DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. r= PRODUCT'S SHEETS oY APPROVAL_ za FROM TABLE 4A SHEET S. THE T' X 2.75' X .850" MULLION (LENGTH = Te', OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL 72" i OPENING AND MAYBE US��IN �iIS Q?PLI�1TIOt�NiUTE 0:•Ch!O60 ACITY REQUIRED OF 536 LBS. N ENGTH (t------- - i_. --__ ! 2) USE TABLE 40 TO FINDJHE AW449 T:PE• N O;QU ITY AD CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 yN(> U 4J L J ANGLE CLIPS WITH (4) #12 WCFWR4IA'* A6APbi� GF LBS. �GH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. Z N W i sEE • • • • • • • • O — OEtAILS, 3) VERIFY THE DESIGN *!ESSUIE O•THE lENESiRA:ONpwwU'if uS•• ED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL J N ��� SHEEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUCN AND T HE FENESTRATION PRODUCT Be INSTALLED IN ACCORDANCE WITH THE / 2.3 INSTALLATION SPECIFICATIONS IN TO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, Ln 8 IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+F60.0 PSF, THE OVERALL MULLION SYSTEM WAS UE IERMINEU TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 63W8 LBS. ALTERNATIVELY, �� o;o'° � NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CAT CIILAT F. THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m W _..................3r......._ 32- F- --IZ --y :-_MULLWIDTH (60 PSF) X 63E LDS ( , = 524.9 LBS (MAY UE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 40) -OPENING WDTH-- 72.7 PSF Q __......_ _`�..._-_ _— __...__ _ .......-_ - __... .-__ _ .._ ........... _. _._ Z m 2 THBUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND c SILI. TlHE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A Y- OZZ DESIGN PRESSURE OF .50,01- 5 0 PSF, t5 FOR THE VERTCALMULUON: Z~7.� Q N' rn 1) INITIALLY ASSUMING 'THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+1'=105° AND THE OPENING WIDTH IS 3e'+36"-1'=73'. REFERENCING SHEET 25, C Z r THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL N W Y. O O j MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF' THE TABLE. DUES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE, J D EXAMPLE 2: MULTIPLE MULLIONS W 0- SEE DETAILS, FROM TABLE 3A. SHEET 7, THE 1"X 2.75" X .375- MULLION (LENGTH = 108% OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HUWEVER'iHE DESIGN PRESSURE IS +:-15.1 PSF 0" U) N j MULL WIDTH--jr-��311EETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16. THE 2• X 4' X .250" MULLION (LENGTH = 108", OPENING WIDTH = 8n HAS A DESIGN PRESSURE OF +1-64.? PSF WHICH EXCEEDS THE REQUIREMENTS d FLU Z NI O) � FOR THE OPENING AND MAY BE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.�O s'.O \\M/ 0 10 32' jN—I SEE ( � SEE' ' \ \ BECAUSE IT IS NO'N KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UMT, THE ADJUSTED OPENING WIDTH IS 36'+36'+2"=74", NOT 73" AS PREVIOUSLY -4 � �� �-> fENESTRATIDN DETAILS, l PRODUCTS SHEETS \ ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT REVISED / APPROVAL j 2A TIRE 73" DIMENSION (35-12'+35-12.-2'=73'). a•s+ dOm ylny with the Florida r ...._. _ ' \- 2) USE TABLE 126 TO FhND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED u 1 111• Cod r e I --r---___ I CONCRETE HEADER AN[) SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NDA No. 7 0630.01 VER IGA.IT ._.TT MULLION `. - "� L. * < `- i -� USING THE STANDARD CLIP WITH (6) 3118' ULTRACON ANCHORS A'T AN EDGE DISTANCE OF 2-12' GNES AN ANCHOR CAPACITY OF 1�0 LBS WHICH IS GREATER, AND Expiration Dale 05126(2021 LENGTH SEE --SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. S DET/JLS, CET AIL E, �' BY.,,, i FOR THE HORIZONTAL MULLIONS: OPENING SHEETS Y4 SHEETS Minm s Product coritral HSOR R BECAUSE THE VERT;CAL MULL WILL BE A 2" X 4• X .250- MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL. MULLIONS, ALTERNATIVELY, ANOTHER ¢ - -- H01UL MILLION TYPE COULD BE CHOSEN, N MUtt LLION AV i) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32'+T2"+2' =106". REFERENCING SHEET 25, THE COLUMN USING TRAPFZOIDA /TRIANGULAF2 LOADING MAY BE 0 USED. FROM TABLE 12A. SHEET 16, THE 2" X 4• X .250" MULLION (9 LENGTH - 42', OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF +;-173.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" z 3T6 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE O:STANCE. USING THE 2X5 ANGL E CLIPS WITH (4) 3I16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED w 1 I I 1 -J.[ .�.......... _J_ ANCHOR CAPACITY OF 521 LBS. �\`,� Ny LYlyN ......_. 1-E__......+. 3e',11On12- 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLON, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 1213 FOR THE U-CLIP SHOWS TFIE ANCHOR 7 �`C1' �ICFNSAc -MULL LENDTH MULL LENOTH� CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS. WHICH IS GREATER, AND THEREFORE SUITABLE.,FOR THE REQUIRED ANCFIOR CAPACITY REQUIREMENT OF 521 LBS. THE --OPENING w1UTH FOR vERnl;Al AR1LL ANCHOR TYPE IS A #12 STEEL SCREW. ` _ *.. NO. 58705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: -1-61.7 PSF FROM THE VERT.CAL MULLION; - 0 .(/` ( -- .1-110.0 PSF FROM THE 3E' HORIZONTAL MULLION ATTACHING TO C16Ut f° % O SATE p ' • ��� +l-170.0 PSF FROM THE 38' HORIZONTAL MUI_L!ON ATTACHING TO THE VERTICAL MULLION (INTERSEGTpNj. OI .A THE LOWEST DESIGN PRESSURE IS H-64.7 PSF AND WOULD APPLY TO ALI OF THE MULLIONS. '•. tOR10P., f VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION ¢ 1ONAL PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE. FENES'fRAT10N PRODUCT BE INSTALLED IN a A, LYrjf( M tLLR, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. UO FL P.EJt 58705 f-, RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017/ Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE f, DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY-2'BLDG Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50- 60 1.00 0.95 0.92 0.89 ,°0.68 _. •0.86 15 r"40.4 38.5 37.5 36.7 35.7 20 42.7 40.8 39.7 38.9 '---,38.3 .r` 37.8 25 44.6 42.6 41.5 40.V,_ ,,, `40:0/' 39.4 30 46.5 44.4 43.2 42.3 ' `'41.7 41.1 40 49.4 47.2 45.9 44.9, ' r 44.2 43.6 50 51.8 49.4 48.1 ; /1147.1 `-- --- 46.4 45.7 60 53.7 51.2 49.8 '_ ',,48; 8'__ , 48.1 47.4 Interior Zone (4 -Walls) Negative Pressures,- ,, •• •••• Exposure C For the 175 mph: WA -Zone CATEGORY 7 BLDG Height (Maximum) Effective Wind Area (or,.TribWary Area) in SquaraFeet . 10 20 _30,' 40 50 •• 60• -1.10 -1.05 .- -� -1.02f / -0.99 -0.98 -0.94 • • 15 -43.8 -42.0' . ' ' a , 40:9 �' -40.2 -39.6... .. -39.1 20 -46.4 -44.4 `*. . 43:3 -42.5 -41.9 • • -41.1 . • 25 -48.4 -46.4 '-,,-45.2 -44.4 -43.8 • • -43. 30 -50.5 /,48.4 `` -47.2 -46.3 -45.6 -45.1..' 40 -53.6 ,' -5e1''.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 / -52.5 -51.5 -50.7 -50.1 60 -58.2 -, _ �55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls)_ Negative Pressures Exposure C r For the-r 175 mph Wind Zone CATEGORY 2 BLDG Height (Maximum)', Effective Wind Area (or, Tributary Area) in Square Feet I 20 30 40 50 60 '�-1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 ­54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 ,-� 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 ! 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 '50-' -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 _ NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet)_. _ - THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART 0A ` WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY 1 ROBERT MONSOUR. O BEDROOM O Egress Window c I I BEDROOM O Egress Window J L 172018 OEXISTING KITCHEN"' I� . UTILITY -ROOM EXISTING • I i •, L— — — — — — ,r ( I LIVING -ROOM r + I a o C O u - © o (� J FAMILY -ROOM aLiu F=- ZLu �j Lu w 11 m W Q © 2 � o W Li 0- p Q > 0 uj t— o _ 0 - V a z FRONT - REY • 1tC C.' •O. .'n . J {� • LJJ • . Q t• • V LJ W orf Of O V) Ld Q V J r_ CD z oro.n ev RP Dort: 1 s 2018 I scow N.T.0 • : RwAWon: R@vWm: DRAWW. NO. 001 SHEET 1 OF 2 37" L S 1n 335�6" . • . Egress Window Clear opening of 6 square feet. S VJ N (SH) 37" X 59 1/4" GLASS: GRAY IMP. RESIST. QTY. 3 WIND LOAD DESIGN LOAD +40.4.00 PSF +65.00 PSF -43.8 PSF -65.00 PSF FL-16854.12 ZONE: 4 �7� N 37" 37" F MARK B (SH) 37" X 59 1/4" GLASS: GRAY IMP. RESIST. QTY. 4 WIND LOAD DESIGN LOAD +40.4.00 PSF +65.00 PSF -43.8 PSF -65.00 PSF FL-16854.12 ZONE: 4 (SH) 37" X 52" GLASS: GRAY IMP. RESIST. QTY. 1 WIND LOAD DESIGN LOAD +40.4.00 PSF +65.00 PSF -43.8 PSF -65.00 PSF FL-1685412 ZONE: 4 37" t\ M MARK E MARK B (MULLION) 1 " X 4" X 59 1 /4" Anchor - 2 QTY. 2 WIND LOAD DESIGN LOAD +40.4.00 PSF +170.0 PSF -43.8 PSF -170.0 PSF NOA:17-0504.04 ZONE: 4 (SH) 37" X 37" GLASS: GRAY IMP. RESIST. QTY. 1 WIND LOAD DESIGN LOAD +40.4.00 PSF +65.00 PSF -43.8 PSF -65.00 PSF FL-16854.12 ZONE: 4 MARK F 37" 37" F LD "W"•Dwel (SH) 37" X 63" GLASS: GRAY IMP. RESIST. QTY. 2 WIND LOAD DESIGN LOAD +40.4.00 PSF +65.00 PSF -43.8 PSF -65.00 PSF FL-16854.12 ZONE: 4 (SH) 26" X 26" GLASS: GRAY IMP. RESIST. QTY. 1 WIND LOAD DESIGN LOAD +40.4.00 PSF +65.00 PSF -43.8 PSF -65.00 PSF FL-16854.12 ZONE: 4 1M:1►fo (MULLION) 1 " X 4" X 63" Anchor - 2 QTY. 1 WIND LOAD DESIGN LOAD +40.4.00 PSF +170.0 PSF -43.8 PSF -170.0 PSF NOA:17-0504.04 ZONE: 4 16" 36' MARK G (FD) 52" X 36" X 80" GLASS: GRAY IMP. RESIST. CITY. 1 WIND LOAD DESIGN LOAD +40.4.00 PSF +70.00 PSF -43.8 PSF -80.00 PSF NOA:17-0504.04 ZONE: 4 REY .. ..o. ." .1-7 t.i ... ..© ... . • ' W .. r . p N • • LLJ • N� cn r-- O r LIJ z D,o e, RP Dft 7 16 2018 swe. N.T.0 RevWw: Re w": RoWW*n: DRAWING No. 001 SHEET 2OF2