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WS-19-1341
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-06-19-1341 G Permit Type: Windows/Shutters I .Classification: Window/Door Replacement ?j�Permit Status: Approved Issue Date': 06/19/2019 Expiration: 12/16/2019 Location Address Parcel Number 177 NW 96TH ST, Miami Shores, FL 33150 1131010250140 Contacts DIANA ROMAN Owner 177 NW 96 ST, MIAMI SHORES, FL 33150 Other: 7865128541 ASTOR CONSTRUCTION LLC Contractor CARLOS PAESANO 4720 SW 74 AVE, MIAMI, FL 33155 Ins Description: SUPPLY &INSTALLATION OF IMPACT WINDOWS Valuation: $ 15,912.51 ection Requests - AND AND DOORS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $3.20 Scanning Fee $12.00 Technology Fee $4.75 Windows/Shutters Fee $140.00 Total: $224.40 Payments Date Paid Amt Paid Total Fees $224.40 Credit Card 06/11/2019 $50.00 Credit Card 06/18/2019 $174.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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_Futhermore, I authorize the above named contractor to do the work stated. 'A ed Signature: Owner / Applicant / Contractor / Agent Date June 19, 2019 Page 2 of 2 vo\ �\O . Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PER IT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVEID JU 1 1 2019 BY: FBC20t-- Master Permit No.wS- fib -! `- 13 q Sub Permit No. 0 REVISION 0 EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 4l. CONTRACTOR DRAWINGS JOB ADDRESS: 11�y N City: Miami Shores County: Miami Dade Zip: 52) ISO Folio/Parcel#: Is the Building Historically Designated: Yes NO^ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ��� � Phone#: ���2"` M41 Address: 191' City: MAW li;♦IDS-t State: TLI zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Qwk��Ilj 1-�1 Phone#: Address: City: I/kkkk State: ��-' Zip: 75-571%:S;- Qualifier Name: 1 �7 Phone#: State Certification or Registration #: Gam- (06 39 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑New ❑Repair/Replace ❑Demolition Specify color of color thru tile: Submittal Fee $ r Jl) Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ __ 1-1 Double Fee $ Bond $ TOTAL FEE NOW DUE $ I '�'f 14 - 110 (Revised02/24/2014) Bonding Company's Name (if applicable) r Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat re Signature OWNE or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 2-0 day of • .I'y 20 19 by JAN A- � °cN who is personally known to me or who has produced The foregoing instrument was acknowledged before me this ZO day of M " 20 19 by s11�117, who is personally known to as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB C: NOTAR;PUBLLI Sign: Sign: Print: �� Print: Seal: ,�''"° DIANA M. SANCHEZ Seal: , P' 0-* DIANA M. SANCHEZ MY COMMISSION # GG230282 MY COMMISSION #GG230282 �F�� EXPIRES May 18, 2021 �oFn EXPIRES May I8, 2021 *********************************************************************************************************** APPROVED BY tt 0 • Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-025-0140 Property Address: Owner Mailing Address PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 1,761 Sq.Ft Living Area 1,305 Sq.Ft Adjusted Area 1,404 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $199,444 $189,543 $189,543 Building Value $107,055 $107,932 $100,976 XF Value $30,517 $30,885 $31,253 Market Value $337,016 $328,360 $321,772 Assessed Value $134,799 $132,286 $129,566 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $202,217 $196,074 $192,206 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Vet Disability Exemption $5,000 $5,000 $5,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RESUB OF BLK 3 OF BONMAR PARK PB 42-60 LOT 14 BILK 3 LOT SIZE 75.000 X 115 OR 18421-3171 1298 1 Generated On : 6/11/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $55,000 $55,000 $55,000 Taxable Value $79,799 $77,286 $74,566 School Board Exemption Value $30,000 $30,000 $30,000 Taxable Value $104,799 $102,286 $99,566 City Exemption Value $55,000 $55,000 $55,000 Taxable Value 1 $79,799 $77,286 $74,566 Regional Exemption Value $55,000 $55,000 $55,000 Taxable Value $79,799 $77,286 $74,566 Sales Information Previous OR Book - Price Qualification Description Sale Page 22638- Sales which are disqualified as a result of 08/01/2004 $0 2308 examination of the deed 21496- Sales which are disqualified as a result of 07/01/2003 $0 1344 examination of the deed 18421- 12/01/1998 $90,000 Sales which are qualified 3171 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 hftp:/twww.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 6/11/2019 I Illill IIIII IIIl1 iIII I IIIII IIIII IIIII IIII Ilil CFN 2004R0783876 OR 8k 2263E Ps 2308; (1ps) RECORDED 09/08/2004 18:48:38 DEED DOC TAX 0.60 HARVEY RUVINr CLERK. OF COURT Purred by and return to: MIAMI-DADS COUNTYt FLORIDA Marci Lowman, Esq. LAST PAGE Kim & Lowman, LLP 10800 Biscayne Blvd, Suite 725 Miami, Florida 33161 F13N 0383295 Above This Line For Recording Quit Claim Deed I This Quit Claim Deed made this 24th day of August, 2004, between Esther Y. Acosta, is single woman and Diana Roman, a single woman, whose post office address is 177 NW % Street, Miami Shores, FL 33150, grantor, and Esther Y. Acosta, a single woman and Diana Roman, a single woman, as Joint Tenants with Right of Survivorship whose post office address is 177 NW 96 Street, Miami Shores, FL 33150, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) r Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO/100 DOLLARS ($10.00) and other good and valuable consideration to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, does hereby remise, release, and quitclaim to the said grantee, and grantee's heirs and assigns forever, all the right, title, interest, claim and demand which grantor has in and to the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 14, Block 3, REPLAT OF BLOCK 3 OF BONMAR PARK, according to the Plat thereof, recorded in Plat Book 42, Page 60, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11-3101-025-0140 a/k/a 177 NW 96 Street, Miami Shores, Florida 33150. Note: This Quitclaim Deed was drafted and executed without a title search and examination. No title insurance is being issued in association with this Quitclaim Deed. To Have and to Hold, the same together with all and singular the appurtenances thereto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of grantors, either in law or equity, for the use, benefit and profit of the said grantee forever. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: itnes e:Pei Witness Name: • itnes Na046 Run Witness Name: If)" Low"itet State of Florida County of Miami -Dade -� �L 'I (Seal) Esther Y. Acosta roll The foregoing instrument was acknowledged before me this 24th day of August, 2004 by Esther Y. Acosta and Diana Roman, who [ j are personally known or [X] have produced a driver's licenses fication. [Notary Seal] Notary Public Printed Name: MARC1 LAWM NOTAIMMM 1CSrArEOFF1ARIDA My Commission Expires: OFRCIAL COMMISSION NO. DD0.i9 M MYCOMM156IONDt-. ULY5 Book22638/Page2308 CFN#20040783876 DoubleThnee Page 1 of 1 M I A Mi I•DADE MIAMI-DADS 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.aoy/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of covixtruction materials. The documentation submitted has been reviewed and accepted by Mipii-ode County eRER - • • • • • • Product Control Section to be used in Miami Dade County and other areas where 0115weli by tteRMority •, Having Jurisdiction (AHJ). " ' This NOA shall not be valid after the expiration date stated below. The Miami -Dade 7ouply Producf Control:....: Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade <ounty) rese;ra tlla right • ' to have this product or material tested for quality assurance purposes. If this prg4i1q:qr material jails to..:..• perform in the accepted manner, the manufacturer will incur the expense of such te„ 4vand tIC "Mf may..... immediately revoke, modify, or suspend the use of such product or material withir6tl"ri3urisdictiog. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade:Counly Product Control....:. Section that this product or material fails to meet the requirements of the applicable building cod0 * • • * o ...... This product is approved as described herein, and has been designed to comply wtth the Floridq,0U lding• • Code, including the High Velocity Hurricane Zone. "•' DESCRIPTION: Series "PGT" Clipped Extruded AIuminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 1 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page I 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 . . .... ...... . . .. .... ...... .. . • .. • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ...:.• 2) Uniform Static Air Pressure Test, Loading pgt FK, TA�.JQ�-94 3) Water Resistance Test, per FBC, TAS 202-94"" ' 4) Large Missile Impact Test per FBC, TAS 20rj; ;4: : • • • : • 5) Cyclic Wind Pressure Loading per FBC, TAS203:94 • • 6) Forced Entry Test, per FBC 2411.3.2.1, and ZAS 202-94 ...0 0 along with marked -up drawings and installation diagram ;of • dipped• aluminum • mullions, prepared by Fenestration Testing Lab, Inc., Test IZepoA No.: FX46443• • (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/051ffesigned and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014) and with FBC 6te Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 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`11 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 lndustries,.Le. for their Series. "PGT" Clipped Extruded Aluminum Tube Mullion — 1: s1VlE I. approved on:*"': . ..... 04/14/16 and expiring on 05/26/21. 0000 • • • • • ...... . . ..... .. .. . ...... . . . . ...... Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E - 2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING MOTH FCR VERTICAL MULL MULLIONS I / -� SEE DETAIS A.D,G,H; ,SEE 24 SEE DETAILS I/ A TFBLU 4 / I SHEETSN L4ULL LENNGTGT \ H I HORIZONTAL MIILL /SEE DETAILS A-0,G.H; SHEETS 24 LENGTH HORIZONTAL MULL 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 UNDUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS 1F USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANOIAAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 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 I$ THE RESPONSIBILITY OF OTHERS 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 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / SHOTEET S 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. OPBLNG HEIGHT IG 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). M M L 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS. MUST SEE DETAILS, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-OW; ELCO U LTRACONIAGGRE-GATOR NONS PRODUCTS MAY —BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BULID N MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH LIANOFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BY PGT. 10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HVH7_ 11) QUANTITY OF UNITS WITH'.N A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHlHEIGHT OF EACH INDIVIDUAL MULLION COMPUES WITH THE REQUIREMENTS OF THIS NOA ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1--HOR¢MULL LENG H--j --OPENIN-1 —I LENGTH G MLENGTHH f p r � f HEIGHT {� {• OPENING MULL r r HORIZ- / 1 i �. HEX LENGTH MUD. L L I J OPF"NG WDTH SINGLEMULLION SINGLE MULLION FOR YERrIGAL MILL OPENING MOTH FOR VERTICALMJLL ., SEE CJRRESPONCNG DETAL4 MULTIPLE MULLIONS FROMFIOLRE 1 ABOVE CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL_ ADM-2015 •AISI SJOD-12 •AISC 360-10 INSTRUCTIONS: 1) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LBSlFf) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULUON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATK)N PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR'TW/WGULARITRAPEZOIDAL-. GENERAL NOTES_..__.._...__..._. 1 INSTRUCTIONS. --- _...._._-_._._... 1 ELEVATIONS.__...._.-__._..__.__. 1 MULL TO 2X WOOD...__._..._._... 2 MULL TO 1X A MASONRY._.._._... 2 INSTALLATON NOTES. ... 2 MLILL TO MASONRY-._..__...._..... 3 MULL TO STEEL STUD --- ----- ----- 3 MULL TO MULL ..... _......... _..._..._. 3 ALTERNATATE CLIPS ............. 4 BAY MULL INSTALLATION .... _..... 4 1 X 2 X .125 MULL SPECS. ........ 5 1 X 2 X 375 MULL SPECS _------ 6 1 X 235 X 375 M1SL SPECS..__._ 7 1 X 2.15 X .65 MULL SPECS_.__..3 1 X 3,125 X -Sm MULL SPECS._....9 1 X 4 X .125 MULL SPECS ..----- ..._ 10 1 X 4 X .375 TUBE MULL SPECS.... 11 1 X 4 X .375 'T' MULL SPECS. -11 125 X 3.188 X 266 MULL SPECS...12 125 X 325 X .100 MULL SPECS..... 13 1.25 X 325 X.624 I41LL SPECS__ 14 125 X 394 X .624 MULL SPECS.... 15 2 X 4 X 25 MULL SPECS_.___._.. IS 2 X B X .25 MULL SPECS......_.__.. 17 128 X 211 X .125 MULL SPECS_.. 18 30- X 325 BAY MULL SPECS ....... 19 45• X 325 BAY WILL SPECS..._.._ 20 MULL" & CLIP DIMENSIONS__. 21-23 EXAMPLES 1 & 2- ........... . ..... _...... 24 LOADING EXAMPLES.....___._.._25 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBSIM FROM TABLES 1A THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LSSIF P) FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MUWON CAPACTY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEElOA14D QSRN6 YOUR •iCTU,* SUBGTRIbTE CC*IwTION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CUP PATTERN MAY APPLY) SELE:T AN ANCHOR CtIp i •ARTI. RT.INPVE: FY#HAT THE REQUIRED ANCHOR CAPACITY IS MET. • • • • • • • • • • • 7) IF THE MULLIONMULLION CAPAC3TYlLBS� OBTAINED IN THE TABLE ISFWC'HE7;TjIaV THE�S_ NPAE�R� REQUIREMENT (IESIFT'1 FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE it AN Fi0 ACITY REQUIRED. WON THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FF ES TION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY CAPACITY(?'(LBSI ' OBTAINED FOR THE MULLION SYSTEM- T41 LW THE T1Rd�NALt }LY FORTINE: NT:RE: MULLED FENESTRATION PRODUCT ASSEMBLY. • • • • • • • • • • • • • • w� I:ORA PERMIT. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPEOFIC AWWCATION WWN TERS NOR-o ryi ` • • • • .. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp gig with the Florida Butlding Coda NOA-No. 17.0630.D7 Expiration mate 05/26/2021 •Y * No. 58705 * - ATE O�'.((7��: . "t OREDP,.�G\�: IONAL A LgKNM"AFI 'ii.E. FL P.E.# 58705 DETAIL A MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITVBt THE . STANDARD O OFFEET MULL < CLIP INSTALLED LE lE \ THISK IDBY G THIS AETMm. • d � • d d a ETHER OR , TYP. ANCHOR PER SUBSTRATE SEE TABLES 13-1E8 AND ATTACH — . - Br OTHERS, ,. SEE NOTE 1, SHEET 1. FRONT VIEW i l MULLION I I � I SEE SHEETS i 21-23 FOR HOLE LOCATIONS EDGE m o DISTANCE I FOR SCREWS / SCREWS L 250-MAX FOR ALL MULLIOHLS d • DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) d �•d da ETHER OR a EDGE DISTANCE FOR M SONRV Ti¢ OFFSET CLIP 6 ANCHORS REcaMM smm FDR FIN-FRAI.'PD WNDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR jjDISTANCE ER SUBSTRATE EE TABLES 1&11iB DGE'END EE TABLES S-138 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HD(HEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI"DADE COUNTY, USE ONLY MIAMi-DARE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS MU10N LLO TYP. ANCHOR p BUCKPER SUBSTRATE o2 U AIID MENT SEE SEE TABLES 1B-13B ^ ATTACH BY OTHERS. 04 SEE NOTE t. N SHEET 1. e U I " {Cu cn 1E,4 3 LUU Z LU g I M 2.7 KS1 EDGE W 0 2 CONCRETE OFt CAJi I DISTANCE Ili, j [n ,I F--�SFE SEE TABLES I EDGE DISTANCE 19-1313 fA Er 9 = I a FOR WASONRY L7 LL oO S 1 SIDE VIEWANCHORS in m 0 a GTHERTHE V I- m Z STANDARD Z U$ _ OFFSET MULL ? "U A• OLIPMAY BE W 0 INSTALLED BY ~ t aZ • THIS AETHm 1-J q Z r` 4 7 .� a 2 Z O Q N W ~ Q Z co 1D a ' F U LU F ¢ e E a"O �O Y Y Y B U y Z < U) Hn O tr Q a.Z O a s 2'O TYP. ANCHOR O PER SUBSTRATE SEE TABLES 18-13D PRODUCT REVISED BLICKSTR as complying with the Florida Auilding deAND B T ATrACHMENT NOA-No. 17.0630.01 Expiration Date05/26/2021 BABEDM1E� - SEE NOTE 1. SHEET 1. By NDami-0a Oct Control eroTHERs, MN 2T 1-1 CONCRETE OR emu FRONT VIEW •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 906 • • • • • • • •• • • • • •• •• •• • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11\t II I11111 apN....... NMI'',. �N, ' LtCENgF'•. (�� * 140.5870S a Q: ;�0' �u; „n ' • P IONAL1EaG� A. LYNNS �IIL�ER , P.E. FL P.E.# 58705 DETAIL E: MULLION TO MULLION • DETAILC:—+r—.lzsNw INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO �l� (U�LIP) 1) MAY BE INSTALLED IN "TEE' OR 'CROSS' g o MASONRY STRUCTURE.,-MULLION INTERSECTIONS d z (STANDARD CLIP SHOWN) VARIES ^x 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. IL N I PER sueslRATE, 3) SEE U�LIP DRAWINGS, SHEETS 21-29 tt U LE�13� SEETABLES 15-138 FOR CORRESPONDING MULLION. z � LU 6TOP VIEWMuuoN O w P I I EDGEDISTNN=E WFOR MASONRY VARIESI ANCHORS I #12 STEtR. SCREWS. :3 I I�° SELF-DRIWNG OR PRE -DRILL M j = MILLION AM USE SMS o W Do O H- ul MULLION F7-' z !f �< It o z �o EXTERIOR a THE OFFSET CUP 5 Z U z e U EDGE DISTANCE ° RECOMMEND® FOR ` �j e $ L FOR MASONRY FtiFRA1ED LIMERSECDON ` W D' O ANCHORS WINDOWS, BUT MAY U-CLIP \y\ 1-� Z ALSO BE USED FOR 8 , OTHER FRAME TYPES. EXTERIOR Q z rvP. ANCHOR ° • ? z Z PER SUBSTRATE, .d Q • CD I.- �yZcO c0 SEE TABlE51B-1]8 — - SEE SHEETS 21.23 FOR o (n _ _ -i S 50 PER SUBSTRATE. TE, HOLE LOCATIONS J O Buc IP SEE TABLES 18-138 FRONT VIEW DISTANCE w J Ly 1 ATTACHMENT ® ~ I BV OTHERS. SEE TABLE = U z Z `- SEE NOTE I. Q O 0 EMBE IDMENT - - SHEET 1. EDGE d m O 1D T-Ul . , DISTANCE ~SEE TABLES SIDE VIEW U s��� MIN 27 KSI CONCRETE OR CMU INN 73 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO - —plying with th• Florida STEEL STUD Building Code on -No. 17-0630.01 (STANDARD CLIP SHOWN) w expintion Data 0512612021 S'RUCTURE INSTALLATION NOTES' BY ivP ANCHOR ANCHOR 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE, ® Mlam a Product �t M �$EE TABLES IB-138 2) QUANTITY OF ANCHORS AND MILLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A. SEE SHEETS ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS. FOR DETAILS A-0, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LounolRs ulnl lON 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. A) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. `\ EDGE 5) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED • • • • • • • • • • • • SEE TABLES `� `apNY LYNN ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. I ObR STEELSTUft ihl•BJDBTTIA� • • • • ,B-uB . '�' �LGENS•' FRONTVIEW 1 11 GA AND L•OMI•.IANT Y•T• THWL 4O • • ` ��.' F•'•. !� CC•E. A 2x WOW BA6KER/MISrbUSEP ••• ATTAGHMEHT B•OTF& • • • • • * : No. 587D5 EXTERIOR IgwDOCSVAPUDaSP" • • • • •SIDE VIEW = - *_ NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD eMR•:NES MAAMWSE14•• • • � C�` •-:c�ORIDP,.."G\�� tg�EICORIESPONDINQMLJLLION TABLES.• • • • ///S�OA( `� S 5- ,fOftUAN:ITYOFISCREW6. • • • • A. C�xll�yy�vl • • • • • • FL P.58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR (D DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D, \ SHEETS 7 AND 3 FOR INSTALLATION y� TO SPECIFIC SLIBSTRA-ES. STANDARD UP TO BE MODIFIED WIELD. '��A EDGE DLSTANCE PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X 2.11- X.125' MULLION. 2) SEE TABLES 10-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CUP) DR 45' MULL O O O TOP VIEW TYP. ANCHOR —PER SUBSTRATE. SEE TABLES 15B OR 160 EXTERIOR 7 % ANOLE CLIP. 2 PER MULLION END, SAY INSTALLED INSIDE OF BAY MULL. W PRODUCT REVISED as compJ with the Florida 8u8dir3 Cod • NOA-No. 17-0630.01 "T. wOOD, STEEL, ALUM OR MASONRY EXTERIOR Expiration Date $!26/2021 By ` Y MIam1-D Product ContFoF ®\ WCE O ti z_ In 1111 NOTES FOR INIINA.A 01•TIOItG 8I• • • •• • W N � apNY.LY/yN� " 3 �( • • • • • • 1} USE 2 ANCLIPS PE: MULM E9I0. CLIF6 M•ST•E INSERTED INSIDE OF MULLION. 0 LIGENS 2) DETAIL G4"E TA%"1B-?,g C)R"FC.U:1 `IFSIAND SHEETS 21-23 FOR HOLE O _ * No. 58705 •.. LOCATIONS.�/_ AND SHEET 22 FOR HOLE _ ��Q� :, ! E J �: '• 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES 0 TATA W LOCATIOV. • • • 000 000 • • • • • • • • • • i Fs ' F7ORIOP,.-' `C1�� ''.,`SzONAL •• • • • • a • • • • • • • • • • • • • Ix > a L A. LYIVNIMIILttt P.E. • • • • • • • • • s • cOi FL F'.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 1A t1ulBon C Table Opening Wrc161(for vartir�'aperri79 rmAom) or Oplxei4g Hdght (iorlu N+P ns°ns) SO 1.80. wrbn•Aer Tlep/Tne•. p..W4yA. TmWTA-g. 701, Ra UM"r TIW Wsn9. go %-U-PAr LOedng In Tr9pITAarg, L� 90 Ibcta+piYr Lasdnp F 1Yrpr04a4 L-Ahm 100 Iicnnple Load,9 h TrapRt►np. L-am 12D h R6d TrARrienp. LoadW lwAn9 740 RedivyUlet Lwan9 F TIrWT- . LmQr9 160 Rselelyle LmNG h Tr6P'7Nes i•ordnp Alum. Tube L�,p F g P Load119 Lnsfo9 F g o` Lmd1p § €� Syg £L{g �� 1S a' ,C_ rim yminion d_ ale S a Tlltl dy 6S €p$$ o_ _g° Tii� TH 3 �� a'>y t3 $ c7Y is $ $`� a L� a € 6�? €@ a g ss E wi<I s'� s'� e a d#z i� s f� 2c a an duo s@ x 42h 111.p 408 129.5 332 93.2 406 115.5 325 79.9 406 107.8 321 89A 408 104A 319 621 408 55.9 406 104.0 3/9 46.6 406 101.D 319 2u 39.8 I08 20.6 312 104.9 319 81.0 244 ]5.0 !08 214 312 101.0 719 61.0 2M !8h 71.9 712 W8 258 824 312 73.4 25i 53.5 3T1 67.0 248 4&e 312 572 216 41.6 312 37.6 312 81.0 214 312 31R 81.0 !9.3 219 22.6 281 49.3 219 20.0 251 4&3 211 50.626 in 54h 61p 201 7a6 231 52D 247 57.5 207 532 981 43.9 247 B1S 716 4p.8 202 4S6 RDt 379 Z47 55.7 72{ 49 199 39.9 261 32.9 247 52.1 222 41S 10 ]15 281 M2 247 E244 31.9 251 26.3247 tl.] 219 ]&4 1W2f9 29A Rat 247 3&1 193 t5.6 247 38.1W 16.{ 2473&{ $ 200 47.2 170 320 200 35.4 165 VA 200 31.6 163 24.0 2W 2L9 1B0 21.3 200192 200 25.9 157 1&O 200 25.0 156 'J63 h 33.1 181 35.3 IM 27A im 3a3 152 217 1512&919 20.7 151 24.5 146 i&4 181 16.6 181 21.7 143 66F 25.6 1e5 .0 165 28.1 139 20.6 186 A.1 736 78.0 165 21.0 134 77 h 222 130 .5 130 1991141591191751"78 F 1&9 125 423.312D .7 t26 16.6 107t8k, 17.5 11a TABLE 10 S.wbom Arch type 27k CglC 9/1f t3oo Ut¢m An ,H•EYm Ubscm horCapaeltV Table 061 15k Cae. Niel B. ucapan 3't6'F7ro lxbaos5 lobe OAU 1M'f3O Ulpsem 1If S6 Ebe ApprsGaxw Fi1ra C4N PT WaOD 'J1C E. 1.4' S8 EACO 910 Seal u- AW.Gak, B-LG5)S-LCS) 012 S� kwul 912 Sled 2 8-(G5) Anchor COP Paltema Eepr lO+anN (n7 EmOrBoeJA(h7 2 MCMrs®4.iMh. O.C./ Bonded or0ase1 r21p(F'µ 1 k Mh. O.G / StamaU (m 06e0 Cpp 01a R1 4 A,clen ®]` Ann. O.C. / Q) 255 AnpY Caps 10•ip. 3I 2 Aro11as ® OAS' W. QC.1 U"CW 91N .1i5'Akan. (Fp. 4): nc1a 1 AA FLkp (Fl0. SY 2A/K6oe•1.15'M'v1. O.GlFa4lll9-6T 1' z-, R' I-&V 1aN' 3W IDs 390h 450 ba 700 h IBO bs 780 6s WA WA 195 Ox 1056s 2d0� 350M 1• z-12' 7JM' tall ISOd a10117 WA WA a. 1580 m WA WA 2ri IG 445 tla WA WA ,,.., ..., , 3-1IC 1• ! S 1-VP 1-V4' 1M4b 2706s 2B0 he WA N/A 380 Ea 1895 Os 540 7a 580 to WA WA WA 271 Ob t15 b 140 4 WA WA I 190 bs „z..� n,r eTwwinwon r•1 ,o 1-1I4' t-ill 754 es 1498e WA WA WA 7W bs WA WA 177 be 770 bs WA WA 1- 371105 WA 748 6s WA 7871a WA 11nr 7 ¢IO' 1-1/f 7 lafB' eelb 9/8h 341b WA WA 982 ba BBJ b 1Bp2 2e lBl bs N!A WA WA ]7215s 173 R 170 bs 1401 WA ]t1b ax feel M25a BO5 Oa SOS IOa 0. wise 5606 1120 b 112010a WA 715 as 2211bs 160 M 4/2lbs 550 bs NUM ___. _. MENT FORMULA: (DP_) X (ANCHOR CAP.,o„�,\ ANCHORCAP.- `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN rT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF "'HE SELECTED MULLION. IT WI-L. 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: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. IO SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -j 1.000' r 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2DDO' [I- • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAT7 S•. AO &GROUT -FILED • • • • 'LJ•�`p .125' • • FIGURE 4: FIGURES; FIGURE 8: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C190. WOOD iFLL.L LSE P ERfEip YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6 J5 AND M IF1 • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STR • I I*V X .125' MULLION • 11LL�� LEAST .125' THICK AND A36. ALLANCHORS INTO METAL SHALL EXTEND RTtEASi316LREWATie EYYD• THE MATERIAL #10 6 #12 ANCHORS INTO WOOD MAY BE STEEL 18.8 S.S. OR 410 S.S. • • •• ••• ••• ••• • • • • • • • • • •• • • •• •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED complying with the Florida Building Code NOA-No. 17-0630.01 F.rzpiretlon Date 05/26/2021 By MIamF-0 Product Centro LICENSE No- 58705 z STATE F ANAL E�N3 A. L'SNN"lullEK P.E. FL P.E.# 58705 TABLE 2A Mullion Capacity Table aM= Opening Width (for terticaflysparri 1pmi10--)or Opening Height(WhDri ly4;par9ing 7W i1 muIfD ) 120E 140n 150n 1 a 2 a.375 Alum. Tub cTi onTV01 50• T1apR1t•p. L--*V ��p Redvp4e Lbadbe 3g W'a1 TwpTnary. Loadino s` tl S Rd-umT18p'Triap. Load,V 6 70 $ in LNdry ;tea RachnpWar Loadry 3 Wn T•fYTAaa L.Wkv fig (�' fg y Red•i0dx ,badn0 _� 90 in TrLo., Loadtp c p. ■ E RaWM" LaadBy T.PrnUnB. ttad'v 1� c L Y 9 R teWaf ln4dh9 cp s TnWT..v. Load'sta k R•duW/ LBadn9 ToNT-M L +�9 d� I i an l7`9 R•etrquGf L®OYV T1aW1nsi0 l"d'p o- z Redaplar Loadgp 1; 1700 SM 17C.0 435 151.3 an 170.D 47a 1291 6@ 17an 506 113.6 6@ 169.5 518 1mB 852 18a9 517 908 ma iB8.9 577 767 582 1659 517 99.0 3% 848 434 862 i89B 5W 98.0 577 31B 59- 380 60 1889 507 99.0 817 386 42 in 507 135.0 419 101.4 507 119.2 410 Bell 5M 108.7 403 78.0 W7 I020 399 67.8 57.8 507 98.8 458 '91.3 3B7 357 �B bta f 9D.0 456 800 3B9 358 50.7 431 Sm 436 80.0 335 37.0 458 B0.0 9E6 324 465 358 46 in 1215 50.823b 1IX4.7 458 114.8 379 96.1 71.2 468 400 88.9 a09 371 324 74.1 61.0 45fi 4W 90.5 72T 364 >Z2 61.9 534 456 84fi 4W 67.3 33D 318 47.5 400 64.0 315 Q7 4W 8].3 319 3S8 400 61.8 31I ]Oi 400 61.B 3U 237 o 4W 81.8 ]13 S C 51 N SO In 63n a51 623 538 4W W.3 324 65.9 294 67A 336 278 752 51.9 44B 321 2B4 575 4B3 270 246 44.5 M4 324 294 51.2 43.a 264 241 X9 AB 324 469 a 99.8 20D 237 346 29.8 3Z4 4L9 294 257 734 9t.1 269 324 420 254 ]82 2S5 232 26.0 224 324 W5 253 191 33.5 D0 222 19] 124 405 299 A4 27.7 253 AO 209 t9.5 158294 145 324 405 331 280T7.7 253 r3D 208S 288 K.8 22B i7.B 2@ 920 230 iBfi t77 39.0 30.0 2S3 2BB 725 'd72 424 32.2 272 225 ,et 173 A4 Z57 219 2fi8 225 202 31.5 1A4 23.B T2t 188 1N 79.2 r25 19.2202 mi 275 258 215 218 1B6 197 250 200 17.0 137,1 78B 225 202 215 182 t65 23.4 180 113 2. 298 725 227 T@ 1a4 212 tW 163 1B5 1S0 128 2M 2S0 210 273 203 1T 2@ 16.7 180 t@ ,52 152 167 729 10.9 791 Me 225 198 i02 15B 192 144 176 15a 150 tt3 8.8 a.9 275 196178 202 10.B 1@ 142 158 150 fEti 72 ii 468 36.D 78h 30.6 736 1@ 251 165 212 1@ 220 182 11.7 192 137 13B157 1@ IV 14.2 1@ ISO 155 17.8 78In 28.3 1@ 29.8 te0 go in 7a5 144 19.0 128 154 I" I&I IM 86In 15-2 IN 158 113 9, ..e nu1 TABLE 28 S1piRt4: 27M Cuwmte Anchor Ca c Table bS 1lolbw CM Filled CMII PT Wuatl McMI Arch Type Y16• Elm 1ABaeon 1u• E1cu uttm: Eft Y78' FJob lltrarrn 7/4' Eko l9traem 1/4. 66 Elm AppaGa Y1C Ei- 1/4• SS Ebn L"" AB1F e^,0 S1ed 012 Sled C2 Sted Sx rA Sa 0) r- (GS) ctior CUP PabmsE1• 2-Irr r z-vr r a1/r r 3.1/e' r 0.49o.xD.3xEmbed-dIi1T 2-1/r r I.YP 144• I-W I.Y4•1-1I-7IC2 I-- M2t. S10 Antlwo ® 4.75' Me. O.G / StandaN of Cdhe1-lp9BO W 380 ba 8w WA WA WAWA WA Oat d 885M t4 1120 Ata4ra®3}9aOC/ ArroSon ®1.15 MbL O G / Stand•b (orCMce,) Olp (p10. 2k 4a0 bn TW ba WA WAWA DW M 740IBa 8B0 Be 1882 ®a 682 beB83 b 11201bsU-am. Q) 2t5 An9k C7Ip4 f (Fe. 3) 780 bs 7a3 W BW W 13W IN540 in SW Iba WA TOO WA WA WA WA 713 bs1AtCMrIf42•(f•.SY teb .125• Arras (FIB..Y WA WA WA WAWAWA WA WA WA b 3W ba 411 bt 770 b 221 Ib ZW ba 185 - 1951Ba 225 b 443 bs I I. b WA I 140 bB 190Ibs 177 Wa WA 370 QK WA 16l WA WA WA 34, BY 4421be sm ba 2 Anaa9t4 ® 1- was. u.w Fup i^0. u/. - ._.. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �TMENT FORMULA: (DP-) X ANCHOR CAP.,,e•,,,,1 _ ANCHOR CAP.,,. (_AN 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 OUAUFY ADCITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 Doc - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. [70= =0 0=02� FIGURES SHOW SUGGESTED, APPRQ)9MhTBIH1l E LQFA1�NS. • • • MUST BE USED IN PAIRS. 00 4) SUBSTRATES: CONCRETE SHALL CQNFORM 1-8 ACI 3iIIBSPUiCIF` AT OW AND GROUT -FILLED .375' ANGLE CLIP CONCRETE BLOCK UNIT (CMU) SHALL CQNFO O IfST* GfO. vino LL RESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH ANLOOF 0` UAR7N11A SM11L46E 6i8.4j5 AN A MINIMUM OF .125 TO BE A MINIMUM GRADE 33 AND A5- TFRCK (1*GAYGEj9ZT UCTURAL STEEL TO BEAT V X 7 X .375 MULLION �--�j�j ff--O�01 THICK STEEL STUDS LEAST TERIAL #10 & D A36. ALL ANCHORS WTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL 168 S.S. OR 410 S.S. •• ••• ••• ••- • • • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • •• •• • • • ••••• PRODUCT REVISED " complyi.sl with the Florida Building Code Non -No. 17-0630.01 Bupimtion Date BY ��.aoNY LYNNM���, * : N0.587051 Q-tTE r '•4Y . '., �"4%9/ A LYNNINIILLER, P.E. FL P.E.# 58705 TABLE 3A Mullion Ca e' Tabk (PosltT') Opening Width (tor terticaN-R-Tiny r um=) w Opening Helgld (tor horlmrda6y-Bpal'6'Bn9 -Abrs) soh soh lm in 120E 140h Isom mF i e fi4ctOno'w np/T Alp. soh Reearpla r T�7fday. 7pq Rvftnmlr TrWnirg- ReeullOAr 1�-4 RW12,01T A•9. Rects4,ler irap?den0. L_&V RecbnOWr 71eP/1114fq• toem,a Left RedenpW T•P/7dap. LAemp Lnedn9 RshrpAar T1L-chq. Lnedw Leednp 7 x 275 x Imd!q Lnedrq L9em�0 L.&v i-*v l db, L0edn9 I-.. laadnp L9emp .37a Alum Leedro 8 e•Tubs „ � 8 tS -"gdS` 1 $�@.Murton is 5� u_ �p fi ti` 5�E�gg� li` Ali$ c5 �� jt Q 9 g Z..Z/2F s�.zi€isa iro.0 870 t700 435 1ro.0 7N 1ro.0 47e 1R0 eB8 1709 Sue 1R0 SM 170.0 519 1R0 IN .0 621 17GA 1240 170.0 521 14al 13a 1ro.0 S21 117.s 1301 iroA Sit 111A 1301 170.0{ertm 1Too SN iro.0 m0 1R0 5N 170A 902 iR0 m0 iro0 1133 1ro0 681131-e.0 677 138A1178 1R0 fim 1119 1139 Iro.O 880 97A 1179 1ro.0 Qe0 ed.4 /1391R0 6mso.6291ro.9 170.0 70e 170.0 563 1ro.0 ®0 1R0 sot 167A 10R 1700 eea 148.e 1032 170.0 T2] 130.5 .0 747 117.4 1032 1R0 750 91A 1072 iro.0 7so 03A 10R 1ro.0 756 n{ t032 1ro.0 7so 7Q 797 S4F 1R0 612 161.3 %J 1R0 �1 1782 907 184.7 7]0 120.9 807 1525 720 107.50 714 %e 907 141.1 710 mA 907 140.0 709 80.1 907 140.0 709 80.6 907 735 140.0 9fA ro9 574 1700 mm 775 151.5 675 117.8 T35 im.3 ell toae 77510.0 i99 e82 T35 1082 590 7eA 5 Se3 RS7Y %1 575.91.e 75.8 571 t01 so.4 4].S 775 95e m.e 76.8 37l @1 44.1 38.1 6Bfi 75.8 SZI I41.1 121.9 K U0.0 Sro 701.8 8to 111.5 557 e7.0 fi88 9e.9 547 782 66fi 9a1 536 67.79 $31 60.9 tE8 79A- 526 SOA BB6 m.4 476 37.9 607 62.7 474 33A 607 827 4 74 t 68 F 112{ 922 %7 80T 06.t 511 75.7 807 e5.0 501 sot soT 77.1 497 5&9 607 71.5 4W 53.0 W7 67.e 481 442 mT 106.0 sol W c 84.3 428 51.0 510 57.9 {19 4i4 510 53.3 413 40.0 510 50.0 408 34.0 510 45.9 402 222 510 44.4 399 25.5 610 44.3 399 J 71F 78F etb W.4 510 458 85.e 72S 443 WO fa.0 57.0 S10 45B 73.0 61.7 434 392 56.J 49.8 10 450 54.1 355 434 458r2L3 Re 36.6 458 44.8 373 34.7 458 41.6 365 2DA 455 37.7 ]fit N.e 438 38.0 ]� 21.T 438 35.7 356 436 67.0 381 53A 438 58A 373 45.9 435 WA 366 401 415 ]m 3i7 435 409 355 72.1 415 361 351 76A 4'g 71A 3M 229 435 326 341 M1 435 322 340 78h 90F 642 41A W 43.1 Z90 34.B 317 W4 2A5 29.9 327 316 2W 2&1 327 Z75 212 ]27 2i7 271 2D.8 II7 237 2tE 17.4 727 Z1.0 262 14.9 327 1a] 256 34.4 2B7 35A 257 26.7 297 2" 252 24.6 NJ AO 243 11.5 2e7 2M 191 287 2DA 240 17.2 2d7 19.] 7]7 14.4 2B7 10.910e F NI 227 N.7 206 202 227 20.6 e0 195 1111n ZL] E. 22.7 1. Is.8 215 1B1 75A 1t5 18.8 te6 120 in 1 17.8 1 164 17.9 167 TABLE 3B SWm 27N CMPee Anchor Ca a 3.5N C9n9. Tabk Ibs mom cmu Filed CMU PT 1AbOd A1ed Anclw type 3119' Em0 ulncri UP Elm Ulir_ 3116- EW Uv-e I W Elm LN- 1/4. 59 F7cc ApoeC•. Sn6' Elio 1M' 89 Ek9 LM- ApoeGelx OIO Sleet 012 819d a.- (G51 S.- w iJ12 8:W Saes r") Anchor CVP PaCems 2-UZ S }t/e' 7 0.% OS4' 0. Edge [S4114ee(mt2-1?1' Dkd Z t-vf 1-tA' i-1M' t-IM' 1-1/4' 1-i/Y Z 1J/e' 1J•' eede4 Ee 9 1-314' 1JN' 390b 1-3M' 4mb 1J/P e90 be 1G4b T70b �b 954b 710b 974b 669b 946b 347b 442b 3sob 2 Mrclmn®1.75'Mh O.G/Sa!gadrOpd Op IFB1k 39ab 3m b WA WA WA NIA WA 862 b B85 b t110 b 4 AMhm 9 1.15- Min. O.G / SN04fad OfOBteS) CNp Flu 4 480 b 7m be WA WA WA WA 7m b 748 b em b 189'L lb 682 b %VA 1110 4 MWc Q 3' Alin O.C. / (2) 26 Atpb (AM / FF47. 3k Im be 7m b 6m b 15m b 1898 b 540 b Sso Ib NIA WA WA WA 7t5b e 2 ArCNae Q0.45'Min O.G/Udp, mfD.t25'ANm.(F•. {r WA WA NIA WA WA WA WA WA b WA 370 b WA 1871Be 3321be 473 b 170 b 221 b to 2m bs 1 AINw / F-Ulp ff+0. 5): 1B5 b 195 b 225 b WA 440 b WA R210e WA 135 b WA 1401b 190IM 177 WA NIA WA NIA WA 1!1 b 442 b 5so be 2 Andve 1.15' 116L O.CI F411p o-lp. Br 240 b 1H1 b NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND AN VALUES AS.THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FI�7 GURE 2: �61 O FIGURE 3: 0 0 F 1=0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: Pp-) X =ANCHOR CAP., MUWON CAP.,,a„�, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SAECTED 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 BETWEfiIjMULL j-6NG=HS D/O: OPENING WIDTHS IS ALLOWABLE • 4. • • •• 3) MULLION AND MULLION CLIPS6HOWN ARTiN0�7p PO E. RO(AST DIMENSIONS, SEE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLQMG&[MgN. N •RLS�R: TIQNI. SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. A ppftIMATE•iO(>E LQCA.TJ NIj • • • ••• •• 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 S. CJF&T&S•tbLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6D63-T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE "Nit" GRADE � P� : STIR-ICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125* THICK AND ALL ANCHORS INTO METAL EXTEND AT LEAST63 SCREW THREADS BEYOND THE MATERIAL 910 & #12 !rg RS IRTO WOOD Aw,Y BE S , 1&8 �4.S. OR 4Q S:. • • •• • • •• • • ••• • • • • ••• • Jn F PRODUCT REVISED as compfYitlg wtth the Florida Building CCoodde NOA-No. 17-0630.01 Expiration Date05/26/2021 By Miami va roduet Control tilifi/, IV aO� GENNF U S A. No.58705 �CSATE; "S"ONAL A. LOAN kh ---ER P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table b37R 1 x 2.76 x Opening Wdth (far verllmly-9P8r911g in 70in SOh f+eclanyair Tray Td m obr9alar Tnp7Teare. Radrgdr TnO,lnarg. r T1aNTrYn9 Lpedmp idadrg Lpedn9 LAadre lmdlp Lpadn9 Lmdn9 I-" m kris) orOpenhg Height (for horimreaD}-6Perrin8 mull-) so in 1o0in I Imh 1401n Min re Iixlag,lr Tre/Trir1y ReclrpWr TrrpRdane Rrchn•dar T19WTMe1C. RectsOdr TrL.M.. RxMPrler TrL..dng LmduO Loan Ladre W-ft Iaad9g Lnadre Loeft Loadn9 LpeQ 9 Loein9 .660 Alu1n Tube €� _ $^ e 6.a l� g g a ate? o _�' r ��� t �a s` r��+ �a TO: T-10-1-5, e g o� �� r " S8. ae T-0111, aS 3�Mallon S i@s� uh Nix SO.R3 in S1h 80h 63t 68h c J 72 in 76h S 78 in W In Ba in fi 170.0 5m 708 7Q 7B7 885 670 1700 170.0 170.0 1740 170.0 i5Y.9 f/D.0 105.5 135 @4 563 612 rot 710 MO 552 498 474 361 320 170.0 1ro.0 1ro.0 1TO.D 1168 128.5 110.0 64-8 72.1 86.7 43,4 11.1 744 850 699 956 915 830 757 B76 -5 542 40T 311 �� 170.0 7R0 1R0 1ro.0 1@.3 1369 119.8 91.0 Ra 70A 45A 311 478 581 631 fi91 7e1 W4 636 540 t88 465 355 314 170.0 170.0 f740 170A 1258 105.5 948 888 992 7049 1116 975 530 757 170.o 1RD 1R0 170.0 iM.S 1232 106.9 BO.t 6/.4 fi21 39.0 - 4 SOS 630 654 75t 746 Gal 624 S10 179 45a 34B 309 t7o.D 170.0 1ro.0 150.7 109.9 94.9 @-S m.b 54.1 5D.0 325 28.0 02 1133 119i 1130 975 030 757 fill 571 542 407 158 170.0 IM-o IRO 170.0 7327 1122 95.1 721 50.8 Si.7 35.3 288 St9 661 123 am 735 670 854 52t 471 449 W 70/ 170.D 1ro.a 1828 133-9 87.8 54.4 73.4 6a5 /60 44A 28.9 2 -8 Ilia 1275 t2Dfi 1130 915 an 757 636 571 642 407 756 17 0 170.0 170.0 170.0 123.8 104-8 59.1 668 55-5 51.0 321 2.6.1 521 677 747 837 728 6@ 50B 514 4B4 442 33a 300 17oe 170.0 746.7 12DD 87.8 75.9 W.0 50.9 431 40.0 25.0 21.5 t240 1417 i2B6 1130 B75 1Ki0 757 839 577 542 407 758 1Ro 170.0 170.0 170.0 118.5 98.4 K2 !Q3 St.B 473 2BB 24.D szt 680 758 555 7m B58 600 SOB 459 437 334 298 77n0 141.7 127.e 10D.S 772 fii3 55.0 42.1 36.0 3J.7 217 179 tale 1417 i2aE 1180 B15 830 757 636 ill Sa 407 358 no.D 170.0 170.0 170.0 114.4 99.5 79.0 572 47A 429 28-1 21.0 m 680 758 B6t 715 819 S93 500 451 429 3P 2aB 155.7 121-5 101-5 88.1 @.8 5/1 471 368 30.9 78.6 18.8 15.3 /8m 1417 1285 1f30 915 830 757 676 571 542 407 358 Iro-o 171L7 170,0 iro.0 1U.4 941 78.2 55.3 u-6 4D.5 24.7 191 521 OW 756 867 775 84B SBi 497 447 425 322 284 f3e.5 1063 91.4 75.3 S4A 47.4 41.3 318 27.0 25.0 188 tam 1417 1288 t170 975 830 757 69fi 571 4m 1ro.0 1roA iR0 1R0 114.4 84-1 76 55 14.a 23,0 @+ 650 758 861 775 84B 446 31B iT0.0 170.0 f70.0 170.0 +51.8 1721 157 on 101.7 72.7 638 571 542 I07 311 86.5 571 SQ 407 358 90.4 63A 55.7 44.1 81. 57.1 771 701 80.0 521 42.8 108n 30.1 283 30.8 255 25.1 263 25.9 251 21.5 287 22.5 247 76a 287 19.9 214 167 264 iBA 240 15.7 253 16,5 237 117 h 27.8 Z67 �.7 242 211 267 23a 236 10.6 267 20A m5 17.3 267 18.3 231 16.4 267 10.5 M tmh no 229 728 m9 167 220 18.6 205 75.7 229 Ifi2 202 TABLE 4B Anehor Capacity Table bs 7 5k Gala H.0- CMU RI d CMU PT Wood Maw chorClp Patlems 2' 1-1M 1-V4 1-VO 1 V4 11/4 i EmSeanaa 0n Clad Clip (Fig- It j4A 1a74' 1-3N' 390 ms 99010r 1-3/4' fa/4' 450 tc 990 ce tfi44 mr 270 V. 200Ite 354 It. 740 tx 374 to 65415s 946 br 747 ma 4421b Sfi0 b haa 1, 4.75' Mtn. O.C. / Standard r En 700 ma WA WWA WA 300 On WA WA WA NN WA 6821Ea BB5 1 n®1.1S Mln. O.C./Sgndmd(r0%0)C8p(F4�2i 4B0 1560 ms IB96 is 5401h 550 mrWA 760 Ss 74a me B9D ma 189210a 6B21a B85 w i 120Ibarag0.4S Mrhon 3' Min O.C. / R)275ArykCM4 / (Fp. 3k 780 bb 730 880 5a WA WA WA WA NIA WA N Mt. Mh. O.C. U-C9p, irdo.12S Alun.(Flg. 4)_ WA WA WA WA WA WA WA iT7 bs 3ro mr 187 ✓w 3321be 173 to 1T0 Im 221 be 280 ms I Ar,* I F4:lip (FII- 5k 195 mr 1951be 225 b 445 lm 872 me 135 ba 19015a WA NIA WA 147 ma 442 0a 560 a 2 Anrlkrs ®1.15' Mk. O.CI F-C1W (Tip. eY 240 la 75010c WA NIA WA WA 190 la WA NIA NOTE: FOR THE OFFSET CLIP, USETHE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. SuheOaK 2.Ik Cprcnde - tl4' S9 Ek0 516' Eko 1/4' SS M. 410 Stetl W29/d at2 Sled Antlrr Type 7r1B Eko IAIr iM' 9ta LWamn 5,18'Eko y/4 pen Illracm iM' Eke Utreom A�eGatn umeon A�re0a01r Sc" (09 6aa�w 165) 9 via) 3-719' 1' 2-VI T' 2-1rI 2' 3-1/a• 2' 0.4a' 0.54' 0824' Ede pawka MY 1' 2-1/7 -va• r tare ,a,e' wra TMENT FORMULA: (DP ) X ( ANCHORCAP.,• - =ANCHOR CAP. - `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A M NIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2- TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 0 FIGURE 4: . _ A O ANGLE CLIP MUST BE USED IN PAIRS. - FIGURE 5: FIGURE 6: • � 3) MULLION AND MULLION CLIPS SHOV✓N AR?4b TdSCIkE. FOR E(PGT rVFN O S, SEE SHEETS 21-23. HMrS SHOW SUGGESTED, APPROMMATE 4IM�7�7N� RMTACTIgNS:�WN ON SHEETS 21-23. • • • ) • ••• • 4) SUBSTRATES: CONCRETE SHALAANFOfNWO ACI 3p1 SP9Wf6A N1 HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOO�SH�1 &VRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND A45' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST TE THICK AND A36- ALL RS INT 11 jOOD M SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCF�RS INTO•NOOD MST7� 1!!-e S.S. O)i470 S.S.• • • • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • l' X 2.75' X .fiW MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-Na. 17-0630.01 Expiration tDate05/26/2021 ltli 11 iill7 NO.58705 0 . 6 ATE 0 �",,'ONAL 1EN•�• A LYI•IN hfILLER, P.E. FL P.E-# 58705 TABLE 5A Mullion Capacity Table bse) . Opening µfldth (far 4erlirayaparir9 m A'ons) or Opening Heigh (for tnrimrlla9/-aparrirlg mllfions) so In soh ao to imin I m 1 140M 1501. Recmgde TrWfTAe19. Redanyle T-Plffi A7. Rec wi. heprTRmg. Recim914er TnJTden9. Racfet.'TeplTdeng. RL-drgr TrL-ci 9. Rdn9Ne TrL dng ldn0 Fi ..Ilm TnNcling1" Loed,g Loadlp.500"Alumr Laedn9 L0edn9 L-ft Ldr9LmJN LOednD L®d,b Lbedry Leedr6 L®d9 LdnO lwdrq Loadxl0 Loadn9 x 3.125" tE 7d z$Tube g a e g0 $ 8 ne o ge L o3B r Mug VRTr4fide4. fig of ga8 a$ g u � o o �� u'u � o i o ou� o g sr t �� ags`c� s �g.sPE s a3g�� $ 5$a �a ��12 =� ��� a sa���o ���� e1 170.0 435 170.0 7" 1R0 475 1R0 86B 170.0 SW 170.0 M 170.0 519 170.0 1116 170.0 521 1700 7240 770.E 521 170.0 1488 170.0 521 1R0 1735 170.0 521 154.4 iE@ 170.0 521 170.0 708 170.D SN 170.D 850 1R9 58/ 170.04717.... 630 1]0.0 1133 170.0 664 T70.0 1275 1R.0 677 1R.0 1417 170.0 EEO 157.7 15T7 170A f100 135.1 7577 170.0 880 itE2 1577 1TO.a E00 4Eh SO.6Yah 770.0 747 1R.0 563 iR0 896 iR0 631 170A 70. BU 170A 1195 170.0 723 1790 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 1R0 756 121.5 1495 170.0 7W 105.3 14SS 170.0 756 54 in 1R0 7S/ 170.0 8f2 170A 958 lR0 �1 170.0 ilia 170.0 754 170.0 1275 17UD 80.1 186.1 14m 170.0 837 149.5 1401 170.0 856 124.6 7401 170.0 561 106.8 1/07 170.0 861 f13.4 1401 170.0 861 1R0 865 1R.0 701 170.0 1093 170.0 797 15E.5 115E 170.0 878 138.7 1159 187,0 828 123.3 1156 tifi.3 917 111.0 1156 149.7 910 92.5 1158 1K5 903 78.3 1156 744.5 9W E9.4 1158 111.3 903 601n 930 170.0 745 159.E 7049 1R0 ESD 777.0 1049 155.5 aW 119,E tU9 i4,.7 E48 106.5 1U9 1320 836 .a 1049 125.3 BM 79.9 1019 110.3 620 Ea.S 1049 1tB.9 819 59.9 9049 118,9 81B L 6dh 170.0 789 139.0 -955 1513 M 119.1 955 133.7 738 1042 956 121.4 775 Sze 955 112E M 93.4 00 136.4 757 695 9S 99.8 74➢ 59.8 955 98.7 74E 521 955 80.7 b p C BB t, 1E6.8 655 170.0 &1.3 803 91.2 659 71./ 803 E39 618 E42 80.i 79.E 642 575 9a1 722 832 f59 E03 89.0 828 40.1 803 �. •j 72 in 126.5 8m 134.9 W7 107.0 bD3 114.9 M 91.9 803 101.1 85.1 ER 605 06.3 721 7&5 50 $0.7 721 70.1 580 54.6 721 654 5MM 45.5 721 69.4 588 39A 721 Sae 5e4 34.1 721 59.1 563 f 7E in f09.2 721 114.1 629 81.0 721 97.0 616 T&D 721 551 421 684 54.1 541 3E,7 6E4 51.3 536 31.8 684 76 in 101-D 6E4 105.4 599 842 684 59.4 581 722 684 794 570 611 684 70A 5" 56.1 654 54.4 568 50.5 664 59.9 514 50.0 440 41.1 514 44.8 433 38.i 514 427 32.9 Su 373 421 27A 514 33.0 412 25,5 514 30.4 4D6 20.6 514 29.0 403 90 i, ESA $14 BT.9 458 54A 614 573 448 47.0 77.1 4M 30.3 373 22L8 452 2&6 3e5 19.4 452 241 359 4S2106h 98 M 51.2 452 35.7 4U 45.2 452 47.0 39fi 38.7 14 40.8 J80 33.9 4S2 38,4 184 30.1 152 !401 .8 378 31l 27.2 357 28.4 312 23.0 357 25.2 308 21.1 357 .7303 15A 357 18.0 293 13.8 357 18.2 357 15.0 283 3E1 367 30.0 322 M.7 357 32.7 33B A 258 14E 338 58.5 Z70 125 358 74.E ;2.t11-7 338 13.fi 26B 15.1 33E 35.E 306 28.2 338 30.1 301 25.D 33E 281 296 219 338 231 1@ 18.5 i19013�57U20.e2qq 23.7 259 19.8 289 2715 236 17.3 2M 161 252 154 269 t8.3 249 11.8 289 12 E 240 9.9 286 1 f A 2eB 10A 232 120 h 27.7 2E9 262 2E3 2i f 28B TABLE 58 SubstRie 27k Cdl[eie MehorCapa 8.5k CaM. Table ) Ndb/f}4U F1k0 CNU FT WOW MSS 6'1B'Bc0 ,A' SS EYo 5n6•Ek0 1/4•SS W. 410 Steel IF1251 1 "2SMd Me- TypE WI&E1c01M,a:an V4•Ek0U1rc0n UM- 3'tC ElcO UOQa1 US EtoUtR[On AQ7aG1 Ul- AgVaGatr 6CRW {C-Xr)SVCI (G'6) Screw(G5) Anchor C9p PAtlema 1' 2-Vr 3A/8' 1' 2-Yl 1' 2-Vr 2 3V8' 2- Od6' 0.54' 0.324' Edp.'6s1arte0nT i' 2-t/2 13'4' r 7-V4- 1-VC i-vC 1-t/d' FJnOeQneB n ,3/4• 73'l' 2 ARtras ®4.T8' LYrt O.C_ / SHlned R DEeI Cb 0�9 1T 390 bs 390 R' 13/4' 4Yl be No 88 1644 bs 270 W 2PD tb 95d 10.t 7d0106 374 Ibs 664 m e46 to 3d1 ICs 442 b4 %DAB 112D 0x d Arcnars B 1.15• Nh O.C. I Stard (a 07801) Cap fR9 2T 4M be 70D d- NIA WA NM N/A 9BO r3 N/A NIA NIA WA WA %216! B86lot 1720 bn 4Na Ann 3 NIrt OC.1(2) aS Argle Clps J 019 $ 7M b5 730 b 6a0 to /579) R6 189E Ib3 540 es 5B7 be NIA 7EO It6 7481m 68D tN 1892 to 802IDs 8 10731bt 3 ARhbn®0.45'nlrt O.C./ULllp, 9tln 12S AYaa {Fq. d) N/A NM NIA WA NIA WA WA WA tVA N/A WA NU 473 M WA nobs Wass WA 227 Ins 280 to f ARI'o!1 F['ap (Rg. 5T 19a Ib5 iB5 to 2Zi m 4d5 Ot 8221be 13511p 140 0s 177bs -Im 197 th 31111 9411M 41210s 5W Rs 2AWN)M 0 I.7S Ma O.Cl FC9p(Rg 6T 240b9 3:A1 b5 N0l^•,^^WA , «.4ATure mee mho N!A WA NIA WA WA NOTE FOR THE OFFSET CLIP, USE I HE SAMt A UNIJ,1 r/a, I -- FIGURE 1: FIGURE 2: FIGURE 3: Fel = =0 0.... 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4, FIGURES: FIGURE 6: ILNCHOR CAPACI TMENT FORMULA: =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN If 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 f-1.00r--i TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEE%MU : LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 3125' • • • 3) MULLION AND MULLION CLIPS $MOWN ARE IbT VD S6ALW FQI2 E1ACDgER4AONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELT�OLLO DINIll�IONALitES�21 F SHOWN ON SHEETS 21-23. - ar FIGURES SHOW SUGGESTED, APPROxMAT� �OCATI IIIS, • • • • • eve • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACMI SPECIFICRT'IONS. BCli.LOW AND GROUT-F91ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" 1•X3.125'X.5"MUWON THICK STEEL STUDS TO BE A QIVM DE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT (I- VF MULLION) LEAST .125• THICK AND A36. LLL ANC 1 5 INTO Mc?A! SFNIY.4IXTPND A'`LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCIeORS INTQ WOOD MA: BE STEEL, 1" S.Se Of&41(6s% • • • • • • • • • • • • •• • • •• • • Of O m PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 . Y LY/y7y''.,,, P��'. •''vGENSF ••,'(tom No.58705 •-.� Q: V �.' �O�•-•- ME (4` i FS '•FLORID P�: ' �� ;7ONAL EN.. A. LrYNNIPoHIL0 P.E. FL P.E.# 58705 TABLE 6A Munon Capacity table (E76lRx) Opening WMdth (for l•194a9y-rpaMrg rxmone) or Opening Height (for forlwiteiy-5perring muftes) Soh 60h 70. wh 901n 100h 120b 140h lea 9 Rwteg4a' Laad4a Tn.I M-V. L-dm R-taWw• Laafn9 T,*T-a. INda R-t.VA r L-Im TrWTnaa. LaadM RaRan•/ar L.adn9 7Fap7rMra L-*g Rr>;1•tptbr lmdn9 heWTllay. Lwda Reebn•1af Lorain➢ RaWTH•a. Ladro 11IX•1WW La41n9 Taa7✓7daa• Loado9 lhO+a�tlr tcadn9 T-WhbnO- 1-.adn9 ftc. pbr ..ad, Tt44Tf•a Laaft x4i.126 AkmLTuba Mullion c�� X. E sa 3$ L b' s,5g$5}$IF iO �p� eta a a .. etae a f5$ Jv ad Fa f✓a.¢E €.-. qq u .-. }g < fie ia. yS 2rc a f - dd 3 3ae 3 £ 2 g 3 `E -. v f a .. d i$ �d .. Z� i� t` <¢ <¢ 429E 1T0.0 6ID 170.0 435 V0.01 744 170.0 478 17U0 0% 170.0 WIS .170-01 ➢P2 170.0 519 1R0 111E 170.0 521 17D.0 1240 1R0 621 1R0 1489 770.0 s1 14i3 140 170.0 521 12TS 14M 170.0 521 48 ii 170.0 709 170.0 524 170.D 850 170.0 Se4 170 W2 170.0 630 170.0 1133 170.0 681 1R0 1275 1R0 677 156.3 1303 17MO SO 130.3 1303 170.0 650 111.7 1303 170.0 680 97.7 lam 170.0 650 W e7Sh /70.0 747 170.D SW 1R0 e% 170D 611 170.0 1046 1R0 N4 IM.0 1t95 170.0 723 15&1 1235 170.0 747 14M5 12M 1R0 IN 117.1 1235 170-0 7W 100.4 ln3 170.0 750 57.8 1276 170.0 756 64h 170.0 797 170.0 612 170.0 0.9 1R0 691 170.0 1116 1R0 754 154.4 1166 170.0 SM 1372 1158 170.0 637 123.E 115a '70.9 656 102f 1158 1R0 B61 882 77% 170.0 861 772 it0e 170.0 661 9011. 1R0 005 170.0 701 166.7 1042 170.0 797 142.9 IOU MIA e32 1211 1W2 14&7 615 1112 1042 136.8 $01 700.0 1042 130.2 791 83.4 tOl2 225.1 7. 71S 1042 125.1 782 625 1042 12LI 782 63In 170.0 no 170.0 745 1512 ➢42 1m6 91e 129.6 992 144.4 799 113.4 922 131.0 782 1009 992 VIA 706 90.7 892 114.8 758 759 902 70&4 745 FA 992 1®.7 74{ 3&7 ➢@ 10&0 7N 68h 16&1 9/7 170.0 7M 1379 S47 148.0 788 it&/ f47 1J0� 786 103./ ➢47 117.7 75t f19 94] f0&7 73a AZT 947 1022 727 SU 947 %.1 T13 5aA 947 94.0 711 51.7 047 94D 711 c 72in 13i9 $49 1427 737 1132 819 121.6 772 47.0 an 106.9 703 04.9 449 $6.4 ON 75.6 e49 ae.7 586 87.9 6/0 R.7 675 66.6 f/9 75.3 659 NS 649 725 652 42.8 649 Rt fi61 = 76h it&5 7& 120.7 %5 %.] 762 tOZb fi52 825 762 $0.0 640 72.2 712 90.9 Rf 64.2 762 71.2 620 A.a 7R 882 e13 4&1 762 62.8 602 41.3 762 649 597 E1 7R 59.1 5% M 75in 10&9 7N 111.4 634 89.0 724 9t8 621 76.3 7N 82f 60➢ 68.D 7N 7/.{ 774 5A4 7N -4 503 N5 7N 673 573 %2 7N 54.3 567 ]3{ 7N 9D"n 69A 543 71.8 18J 6a.0 513 60.7 QI 48.7 5/3 62.9 466 t3.5 64] 41.1 458 466 39.6 J9.6 513 42.6 42. 452 45 34.8 %3 39.5 446 29.0 543 349 436 N9 543 371 430 21.7 543 30.7 428 %h 57.3 476 56.9 427 47.9 478 49.7 419 40.9 179 432 112 359 47a 3a5 4% 31.9 470 34-8 400 21.7 476 310 398 239 as 2e.7 Jae %S as 25s 360 17J Ile N2 3M 100h 403 371 11.1 S•i 33.5 m 3{.6 3M 2&8 377 30.0 330 252 m 78.6 715 22.4 3TY N.0 .1 241 m 220 317 1&3 377 19.0 31D 14A W7 17.1 W4 111 h 37.1 351 37.8 ID 30.9 35T 31d 71e 28.5 357 ZI.O 313 23.2 357 NA 709 20.6 357 22.0 ]OS 10.5 357 R7 301 15.4 357 17.4 294 12oh 29] 309 2s.a 279 24.5 306 25.1 274 21.0 US 21.7 270 18.3 ]08 7➢2 187 %3 306 17.3 1fi3 1Hh 17.0 212 17.2 196 TABLE tit Anchor Capacity Table 01161 9u05NateR-- Gamete 3.5k Coro. II.Mv OIU FlIIe. CW F'i tAbod Llol 5/1e• E3e. W SS Ebo 5115 Eko 1L4- S9 Eft Wo Std #12 Sled 912 8ttl Arche Type. Uaaaan ll4' EIrA UCaem � 31/S Ek.119raan t!4-Elo. Ub'aam AO•aGSW Ubstan AzXeGa Sava (G51 Saw' PS) S- Anchor Cip Pattem• x-tor }EIS 1 &1 ' 2-id 7 11.'S 7 0.45 0.54' 0.3N'En•aolw/0nT E.pe 0lalance pl72-1d 1-13tH• 1• Wtb2 A.- 0 4.75' A151. O.C. / 97aa04a1 ar pbni LIp (FI9. fa2j 11D b 450 Nr 890 b 1644 b 270b 28010s ]34 b T40 b374 8a 654 IN Mb 341 b 442 Im NO b4 Anotaaa Q 22Y Nh. O.G/ 6laM•d laf Olkep (.IID �. 31 7r0 b 590 b N10Iba 9521ba WA 560 ba WA 690 b WA a80IM WA d4 b B&5Ib i12E1 baAma1n 01.15 Yh. O.C. 16bNad (ar obe0 G14 M4i: 1400 ba WA WA WA WA 7wLb WA WA WA WA 1 b 2240b4 Anc00w 0 3't4l OG 1 R) 2a5 An9b Crpa / (FC 51' IN27k 760 A• fi60 0s 1360 R 1a%b 5/0 b560 P e WA 7fio b T46Ibsa60 O t m. 1892 bs 2 a 66x b Bw e&510[ tlSArolwa03• O.C.1(2)2R5An91a Ob4/f67 1170IN 1020b 2340Ea 2544b 910b 94Db WA 1M0b 1122b 1.3Mft 2SMb 1022m 1327b 1660b 4 A.b• 0 0.4S Wp.O.G ! LLO1 kO.12Y AAan. (F-9 7j WA WA WA WA WA WA WA WA WA NU WA WA WA WA 1430 b 2 Ancttaa 0 215' Mh. O.CI F47h lFb. 8): 3t0 b 3re b ZBO b 705 •a .78 b WA 290 b WA 315 b NIA t40 W WA 341 4 442 I1a SM bs 4 Andoia 1. W Mh. O.C2 F-(0p9k 4a0 b 7W b WA WA WA WA J80 b WA WA WA WA WA e9x 16a 865 b f f20 b (DP-) X ( ANCHOR CAP .,,s„�!\ _ANCHOR CAP.- `MULLION CAP.,,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION',i CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. 17 WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY'., ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 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 IftTtIfpOLS fj(:4 B"ENJAW- L4G:IS WMR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • • • • • • • DIMENSIONS SEE SHEETS 21-23. HOLES S E. FOR EXACT H N T•TO QW- 3) MULLION AyD MULL" CUPS Fj OW ARE Y0 TO BE DRILLED 04 THE FELDIFOLLOWINGI1)IM[NS90NAL RI6TRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW FIGURES: FIGURE 6: FIGURE 7: SUGGFSTES,PPPRQA'Ar111TEHOLELOCRTIONSI. • •• • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-Fil I CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHEFW 4VINFOVl l-I AN SC•qfQ.55•A WAINUM SWL BE Q63-T5 AND BE A MINIMUM OF .125- THICK. STEEL STUDS 40 BE A MW:MUM GRAW 33 AN0.045- THICK (if GAUGfs. STRUCTURAL STEEL TO BE AT LEAST.125- THICK ANGLE CUP (FIGURES 566) MUST BE USED IN PARS. AND Ail LLl ANCIIIORS INTO METAL SI•eLL EXTEND Ai LEST • SCREW THREADS BEYOND THE MATERIAL #10 a #12 ANMH0AS INTO WOOD MAYBE STEEL, 182S.S. 0514106.S. • • • •• •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code'1 NOA-No. 7-0630.01 Expiration Data 0512612021 ---� 1.000- 01 ANY LYNN • UICENSE'•. 4.000' ••.� * : No.58705 4. * _- 0:= .125' ,n'.. SATE . • !(F` T ' �o eNG` 2. NAL 1`• rx4 x.1zs A. LSM 4MILLEK P.E. MULL Kxi FL P.E.# 58705 9NU6on Ca CKV T41bk (IbsAA Opening Wkm(for a r0cati-spamm911nioro)or OpenbV Height(firhorm7nfeliapaming mfO714) 501n BO in 71) in Win So In too In Imb 140h 180 in 1x4 x.176 Peetalgla Lad10 TAIOTkno Lnadng Reoteefar Lowing T2Wrde14 Lmdno R--U.Ular 1-oa0F0 T-PRdsn9. Laae9 lbclxWa loadng Tnp/fllellp. fadP Ped o", L zo Tmrolerd. Le•n9 ReCbtW4ar IAadn9 Trap LWV' Ladd A bnPb L-dnO TrL --a. tmano ftd-r9l• lcaan0 T-PITwV Loadm RM•iWle L-cing T-OTnn9 Laadng AYIm. Tube & "T" r s `' a a 2 gn r 0a r � a ti r �� 2 �� r 2 agd T90121 �� a3NMgWn �-� 2 �`� aa� a a£I3I 421n 17D.D 7DA 435 1710 744 tA.O 178 170.0 Me 1700 SM 1R0 992 i70.0 579 17o.a 1t% IR.O 521 17o.0 1240 IRO 521 170.0 1488 170.0 621 170.0 1735 17D.D MI 170.0 19B3 f7D.0 521 48In 1R0 70.0 524 WIIX 650 1J0.0 s84 170A am 1710 630 170.0 1133 170.0 661 170.0 1775 170A 677 IRO 1417 IMA 650 170.0 1700 170A 600 1IDA 190 17D.0 ON 151.8 2024 170.0 690 50.625E 170.0 iR0 563 170.0 B96 iR0 631 170.0 1046 173D 654 1R0 1195 170.0 723 17U 1345 170.0 747 17D.D 1494 1R0 7W 1R.D IM 170.0 75a 158.0 ling 17MO 756 136.E 1919 170A 756 SIF 170.0 1RA 812 170A ON 170.0 661 17D.0 ilia 170.D 754 170.0 1275 I= 803 17U 1434 170.0 637 170.0 1594 1R0 8ga 159.9 1799 17" 061 137.1 17N 1RD e61 120.0 170 mo 8a1 60n 1700 1M0 701 170.0 1063 MD 797 170.0 1240 170.0 678 173.0 1417 170.0 944 1RD 1594 1700 096 155.5 1619 f70.D 10.33 12DA Isis 170.D 1093 111.0 1619 1R0 1053 972 1810 170A 1053 63In 170.0 1R0 745 170.0 Ills 170.n 8W 170.0 13W 17aD 940 1710 140 170.0 1015 156.7 15G 1700 1076 141.0 16WQ 17D.0 1722 117.5 15Q 168.5 1154 1W.7 1542 1679 1157 46.1 1542 1679 1157 L 68F 170A 179.0 759 170.0 11s9 170.0 am 170.0 1384 1710 1302 190.6 1472 170.D 1086 142a 1472 1654 1148 1245 1472 15a8 1130 107.1 1Q2 147.5 1108 91.5 1472 146.0 1101 80.3 1472 146A liD4 72h 17D.D 170.3 878 170.0 1. 170A 1. 150.6 1320 1662 11. 1320 132D 149.9 IOU 117.3 137E 137.9 ION 106.6 1320 126.6 1049 p.0 1320 117.0 1024 75.4 13M 14 1013 66.6 137E 112.5 1012 mm 170.0 170.0 1911 937 149.6 lift 159.4 1017 123.2 11a4 139.9 994 1122 1154 10.7 975 90.7 1164 1153 a64 a9.8 1164 10.5 94 741 1134 97.6 935 64. 1184 83.1 927 58.1 1184 92] 1 92s `t 70h te51 1R0 B87 1354 1124 147A B65 11D.6 1124 1258 94T 1015 111A 1t5B 971 92.] 1124 105.8 918 87.0 1124 Bay 908 fi92 172{ 69.0 880 1•.7 1124 M] eel 51.9 1124 812 87e Soh 108.1 It" 7W W.1 844 94.3 738 717.2 614 821 724 Q.6 844 73.3 712 60.1 844 66.5 702 64.0 544 61.4 693 45A 5N 54.2 676 ]8.6 B44 5" aaa 31B B44 47.7 S62 e6h 697 911 663 742 742 772 652 61e 742 02 541 55.7 i42 SD.6 637 49.5 742 6lf fia uS 74 19.5 BU n.1 742 43.e eW 31.8 742 399 SBO 279 742 37.5 S84 108E 618MA 537 52.1 596 53.8 627 44.7 585 4" 513 39.1 556 41.4 505 348 56a 37.3 498 31.3 599 M2 492 26.1 5B6 29.5 Ial19.a 586 2t.] 466111 h 58.8 50349.0 555 415 495 412 555 429 487 30.0 a&5 3a.0 4e0 32.0 656 342 473 25.6 555 31.3 447 24.0 5552f.1 457150 566 22./ 44246.4 433 38.0 475 39.0 426 326 475 33.7 420 28.5 475 29.8 414 253 475 2a.8 409 22a 475 24.5 4(; 19.0 475 21.1 395 187 175 1f7 387 14.3 475 17.2 3e176.7 309 22.0 330 21.4 3(n 11-1 330 11.3 297 76A 330 17A 293 IMOLC IO Anchor Capacity Table se 94bba4: 27k C.I.W. 3.5k mra.1 14611-CMU Feel CMU PT woad Meal Anchor Clip Patterns AnGlaTypa' 3/18' Fh0 Ulteaal 1/4' Eks Utresan ytr Flw lDtaOm 3'ta' FJ00 UNatOn t/4' Exo Ueaem Ite SS Etc.5H6• AD01eCatlor Eb. lAMaan 1/4- 36 Ebo AppraGatr #10 Sled Scma (GS) H2 Stei Scmr4G5) #12 Stee Scnw (G5) E-0De CLkrae PnT 1' 240 1' 2-1? 3-1/3• 1' 2-tr2" 1' 2-1/7 2' 3-Il5' 2' 0,48' O.SY 0.324' Eeee•nenl Onl 1.9/C 1�4' t-3/4' 1.Y4" 7 1-Y4' 1-1/4• 1-1/4' 1-Y4' 1.114• 1-VI" 2- 11w /-3Ar rib 2 Anam 0 4.74 MF. O.C. / SkMad tr 071M4 CIIP (FIB. 1a2I 390 b 390 b LO It, NO It. 1644 b 270 Its 280 Oa 354 se 740 ba 374 fl a 664 b 001 * 341 is 442 b 5601. 4A11d1ea 022Y16L O.CW1 / Sded W001-0 CDP Fd. 3T 7001- 7Wb 560b 14100a am ba WA 580b WA 030b WA Bea be WA 682b am Ita 112Cb 8 Andn-01.1S M9L O.C./ SWdad(O OeaeO CIP O:V. 4I 960 bs i4W bs WA WA WA WA 7WI. SaOb WA WA WA tYA WA 1383se 1770In 2NO ba 4 Ansleae 0 Tl94. O.C./M h5 Amok Flbtf d.5l 8MW1•s0YA9M1 O.C./PJ Zs5 Angle Cap /(Fla. eT 780b those amt* 75M1. 1896b 540b WA 7Wse 74db sea 1aS2b 682b BD5lb. 1120b t1701ba 1/701bs I=b 2340 ma 2844b &tob 640b WA 11401m 1122 Its 1320b 2838b I022 be =se Ilse 4 Archon 0 OAS Mr, O.C. / ULI9, ht0.125• Aka (Fla. 7I WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1/30 b 2 A-f- 0 22F Min. O.C/ FLIP (Fla. Bi 350 b 350 b 29D b 7DS b 478 b NDl 280 b WA 315 0a WA 440 b WA .1 b M21Ds 560 b -4A.1.15 Mn. O.CI FCil9 ". 92 1 b 7W b WA WA WA N01 380 ha WA WA WA a9A WA 6B2 b B85Iea 11Il1 b NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE FIGURE I: FIGURE 2: FIGURE3: FIGURE 4: FIGURE8: FIGURES: • • • • • • • • • • • • FIGURE & FIGURE 6: FIGURE 7: ANGLE CUP (FIGURES 5&6) MUST BE USED IN PAIRS. L liw ANCHOR CAPACITY AOJl1S1 Mtn I FUI43AuL (DP-) x (MANCHORULLIONANCHOR 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 MULUON. IT W ILLYIELD 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 INTERMLA•IOIOBE7NERN MUOL LENGTHS AND" OPENING WIDTHS IS ALLOWABLE. 3) MULLION ARD MULLIONCUP•ARaO�WAI NIST 101-1-10KI-l'. S&.OR EXACT DIMENSIONS, SEE SHEETS 21-23. FIIU}ES T D�alLyy i� Fl DIMENSIONAL RESTRICTIONS SHOWN ON S� S 2y IG Fly S I U EED XIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE•TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMNUM SHALL BE 6063-T5 ANN1913t A%R4RAUM OPA2!1' TIM STEEL STRD TQQ�@ MINIMUM GRADE 33 AND .045' THICK (1 FR'i�tUGE). y`•fRUCTURALeSTEEL BE AT L�S 12�iH�FC AND A36. ALL ANCHORS INTO MET�,L S�1ALL ENS AT LLAASST 3 REW JH B p1.� THE MATERIAL #10 & #12 ANCHORSINV WOQEMAY BE SJEL, 18,0Z.S. OR 410 Sea. • • ••• • • • • ••• • • • • • • • • • • • • 0% •• •• • • • •• •• • • • ••• • • w PRODUCT REVISED as comp) ing with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY * No- 58705 -�O�'. ATE �� : (V�� G� 101VAL e A- &VA NI4hEP, P.E. FL P.E.# 58705 I MOLC (N'1 Mullion Capacity Table bsAl ) Opening Width (for vertmily-sparring mUAa16) or Opening Height (for hodmrta"arring mWWrs) 50 In 63 h 701. so fit so In too in 12O In 1401. 160 h 126" x R...VWa L®dn9 T pfTdarp L dn9 R.M1 For. I LoedtV Trq.rrftN. Io.dr19 R<c1.nplier I L-&v Inef "12- L.Adna 1lecbnalt.r La.dn9 TnyTdana. L-din9 RaeWo9w WeanLeadna T7ap✓Tna4V. FA-npfir L_.V Tnp/rdanp. Iwdrlg R-ftVtr Ln.dnO MWMd.n9. Loading rb[1r<VWr LaadeV Tapffd-V- L-&V R�/WIN Loafing T-Orm-9 tmdh9 3.188" x >:• = jv�grarEra da 2?� drc 7 i� a �� �� aa �� 10 a sa a d areaMI7esZ'21 a >:� $a a ie ��. $ �i g �� eg dra s� e9$e� d¢ sue. � s� �8 s� do fo Z� sB d a� $rc �� � L3 � Zz` a� �o: 42 in 17Q0 820 170.0 435 IM.0 7" 1r0.0 478 170.0 eee 170.0 5% 170.0 w2 1170.0 519 170.0 1116 170.0 521 170.0 iZ40 170.0 521 17a0 UN 170-0 621 170.01 1735 170.01 521 151.61 1769 170.0 521 461. 170.0 7W 170.0 624 170E e5D 1M, 554 170.0 M 170.0 530 170.0 1133 170.0 W 17D.0 IZ75 170E 677 170.0 1417 170.0 6E0 154.8 150 17a0 690 132.7 150 170.0 an iie.i ima 17o.o wo SO.e25'v 170-0 747 170.0 56I 77oD 8% 17a0 631 17a0 1016 170.0 684 170.0 1111 170.0 - 1-0 1-1 1-1 7.7 167.0 140 170D 756 138.2 14M 1700 756 il" 1469 17UD 756 104.4 1468 170.0 758 54in 170.0 797 170.0 612 170.0 95e IRO W 170.0 1116 170.0 764 17MO 1Z75 7T0.0 803 1611 1376 170.0 837 1468 1376 1700 855 122.3 1376 17a0 861 104.5 1376 170.0 eat 91.7 1376 iR0 eel 601n 170.E $85 170D 7<71 170.0 1063 170.0 M 1S69 1158 170.0 M 139.0 11W 107.4 930 123.6 IIW 156a 919 1112 t158 15CO 912 SZ7 1158 144.0 9C5 79.4 Ilse 144.6 WS 69.5 1158 144.8 SM 63 In 770.0 930 170A 745 160.1 1-1 170.0 550 137.2 1051 155.9 662 120.1 IMI 142.0 80 109.7 1051 132.3 837 961 lost 125.7 6m e0.1 1051 116s e22 NA 1051 118.1 921 80.0 1051 719.1 921 6 a6h 167.1 967 170.0 789 130.3 957 151.6 905 112.4 957 134.0 7W 1044 257 121.6 777 W-8 957 112.8 767 33-5 957 106.6 759 69.5 07 1000 760 50.7 967 98.9 748 512 057 98.9 748 721n 128.7 804 1352 6% 107.3 ew 1152 6a4 81.9 W4 Im.3 671 90.4 604 91.4 660 71.5 904 84.1 fi50 W.4 e0t 78.9 643 53.8 aot RS 633 4e.0 804 689 e29 402 604 89.8 87a 3 76h IM.4 M 114.4 630 912 722 072 61, 782 722 813 e% 64.4 R2 767 5W 80.8 7a 7a3 580 54.7 722 65.5 5a0 45.5 722 5e.5 570 39.1 722 36.T ass 34.2 562 64 sm a 75h 101.2 Qa3 105.a eoo 81.4 885 89.6 559 73J 805 79.5 577 WJ 69e 70.5 She %2 SS B4.S 560 50.6 665 60.1 553 422 ee5 54J 643 762 6e5 61.4 A7 31.8 60 6e5 50. gain g5, $15 69.0 W 54.9 SIS 57.5 40 47.1 515 50.1 441 41.2 515 44.7 434 36.5 515 406 428 33.0 515 37.4 422 775 515 3&1 413 23.5 515 305 407 20.6 515 29.1 404 %In 54.3 453 55.6 404 45.3 453 47.1 397 3e.6 463 41.0 391 33.9 453 36.4 385 302 453 33.0 379 77.2 49 30A 374 22.a 453 Xfi 366 18.4 453 24.3 300 17.0 453 22.9 356 109h 33.1 358 39.0 323 31.8 356 32.8 318 27.2 368 25A 313 25.8 35a 25.2 3oe 211 358 22.7 304 18.1 368 io.e 700 15.9 350 18.0 293 111 h 35.1 338 354 306 29.3 336 30.1 301 25.1 338 26I 297 22-0 371 232 293 19.5 Me 2oA 2e9 17.8 SM 19.1 2115 120 h Z7.8 290 28.3 264 232 2W 218 2M 19.9 ao 20.8 256 77A 290 182 257 154 280 164 24a 1441, 161 =I 15.3 186 MchorLapldtr Table (be) C=Ide SSe cA Hdl .Ulu FAeecmtj PT IV= uda MchorClip Pattem9 An16'L-7[OUIIACaI Vr BCOUIea[91 y16 ElcO U�� Y16'OceIRWCOI t/r FJ[oUard[oR yr 9S Exo y18' BCO Utrdtal ur 55 Elco AWMGaa MO Sir9 SC ((�SCcea(GZ) 4N2 sicl 912 S1cY S-(GS) F.[kF De+' 2-1/2 1• 2-u2' SITS 1• 2-VT 1' 2-trl 21 &11R 2• 045' 0.N 0.32r F7nI3>311. M- 1.Yr Tarr i yr r I -we I-ve I-vr I-vr 1-1/4• ,-vc 2• i-W I-W ;sirs 4AnC-07Mft0C27r 2Anc M' 47S 69rt O.C. / S1a11180 o asm d 4 Akin;]. 1 t kitStadre (w CraM) Clip0 4AnC-07MLOC./(2) rz AnIe LaIs0 D9 In ft. 3a1 t4 7m ® ]eo to -4501a NIA 69Db ago N. WA ism lee 16M to NIA INEta Wit. N/A MOW 281 R 380 m 5M 11% 354 IX WA NIA NIA 177 OS 740Its WA 7601ts S74 be NIA 70m 6b1 N WA awn 0" ens WA 1892ti 341 We 692 be ®2 to 442 G4 685 Gt 665 bs 560 b. 11A Cc 1t20 bs 4 Arclm affi'Mdn. O.0 /Ulllp, t•1.125 AYm(5.19Q 1 A2Mr r I-1p R19 s N/A 195 Its WA 195 m WA 225 m WA 44511e NIA 6221et WA 1969n WA 140 Ile WA 370Its NIA 187Ile MA M 6a WA 473 ens NIA 170 is WA 221 bf 7430 bt 200 6a 2 AMM4 1 15' MM1 O.C/ FLI g 67 Mbe 35O b N/A WA WA MIA lop to NA WAWA W 341 ft 442 Its S60 tx NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS I Ht b IANLJA Uu - FIGURE 1: FIGURE 2: s • FIGURE 3: ANGLE CUP MUST • • • • BE USED IN PAIRS. FIGURE 4: FIGURE 5. FIGURE 6: TABLE NOTES n ANCHOR CAP.,e,�,�" (DP`) x AN WON CAP.,,�,,,,,,�� _ 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 1) SEE SHEET 1 FOR INSTRUCTWNS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDADR OPENING WIDTHS IS ALLOWABLE 3) MUWO _; D MULLIO� C �^ JN O �CALE FOR EXACT DIMENSIONS, SEE SHEETS 2N HOLES BE R E�(N FOjL j1WING DMENSIONAL RESTRICTIONS SHOWN ON SHFF4TS 21-2,. F U �O� Sl.`, FASTED, AQPROXAfATE HOLE LOCATIONS. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM• • • TO ACI 30•1 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T �BE[7 IMUM QF .1�5 jkj�Cf�(. STE TMI LA336MD .045' T KAND A. ALL 16 G E). STROQ�ORAC�EEL TO BE T ANCHO INTO M AL SHALL END T LEAST BEYOND THE MATERIAL #10 8 #�2 ALICHOg6 INTp WOOp MAY BG STEFj, 18$�. OR 41p S.S. • • •• •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED s complo with the Florida Building CCoodd.0 NOA-Ne 17-0630.01 Expiration Date 0526/2021 BY Niami-0ad roduct ontml 551 \111t1111II7 P2.•• UCENyF --. (�tr No.58705 •-� ATE �"7S�ONAL 1"N•�` ` A LYNN MILLER P.E. FL P.E.# 50705 41 TABLE 9A Milk. Capa08y T.1,1 (b.W) Opening Width (for wrOCa"Paraft MAO") 0r OPerdng HaIght(forhodzalte8yap r"n0rnUO-a) mh WM 70M BON 90In 1401, lm is iDONI 1201, 1 T �L. ReN oft 7mpTdrry. Rsmtgllai Tr>aTr`q Pa w'ykw Tmp'rdm•. Ra9tmww TnpfTn4ng Lo-ft Raewipam LOedk19 T MUng. Leaft LOa3m Ra6Maplr L..&w T14ridan9. Laaaq 128 i ]25 LO9dk0 L0a0kq LO ft sna I.-dkp L0adn9 I. Lee•• Lad" Lad" L.&V It A00 aN"w° j ,y g # � a{%z � �5a y 8 a Fi b Edk 8 GE �2 d �� s3 RE* I � L¢ G Er �s �@ � y'yQ �@ io tR1LA7711m4 �C1, ����3�C���Z� � Ya <� <� I� 3� Z� 170.1 B]D WOO 495 170.0 744 1MO 06 170.0 an 170.0 MI t7R0 992 170.0 111 17" ilia 170.0 521 15J.9 ilia 1T" 521 117.7 1118 170.0 bR1 M0 521 6a8 ilia 170.0 Oil 48N 170.0 ]a 170.0 521 170.0 e30 170.0 SM I67.8 97s tI0.0 630 U0.1 978 T70.0 561 13R1 BTB 170.0 q7 117.7 978 11oD 680 87.a na 170.0 6a0 70.0 fi80 595 Ti3 BabB27 978 170.0 Bs0 6b170.0 1740 747 17110 583 17a0 W5 170.0 B31 150.7 921 IA.O WI 131.8 927 1886 708 1172 ffi 150.1 W9 1015 927 1Y.9 698 81.9 927 15a7 Wfi 58.] 57.9 BW Y78.8 852 797 1M0 812 1646 Bbf 170.0 B91 1325 BBB 167A Btl 1189 9W 141.e bW BLS into d80 927 BW 129.8 B51 71] 86s 120.s .2 715.s 652 BOM tIJ2 7I6 i52a fi34 119.I 718 132] 610 102.] 718 117.5 BOB ISI MB 1016 599 me T9.6 746 101.0 SB2 71.8 748 OBA 687 fi0.1 IIa p.3 66.1 512 7M 93.] Stl 40.E 748 B3] 5tl tlN 121.7 8T7 1320 5TB f03.1 677 ti12 666 e6A en tm./ f66 77.3 877 81A sIs ",1 677 5b.2 539 61.9 877 e1D 514 51.a 117 IT.O 718 M2 677 16.7 529 31.1 "1 78i 512 5 1071 517 111.1 00 80.7 617 976 519 Ts.9 517 N.3 909 472 817 70.3 am 59.8 617 716 494 515 817 fill-7 IW /4.8 MT 81.1 4B] 79A ate 61T 481 Ile 6/7 817 4B2 87.1 ISO 80.1 518 71.2 440 592 514 B62 9]2 51.5 516 58.a 12b 46.1 51B 612N8 HA 616 !47 It/ ]le Sfe /a.6 /OB t9.8 ate 45.0 105 20.ESill 450 103 u CF-2441 71T {O6 50.7 186 B2.8 99e W.] Ies 51.9 M 141 465 18.4 3e4 302 4W I5.] 97896.R /B5 42P 374 P0.4 165 ]0.1 387 %,R IB638.a 9a4 R2D I85 981 36] k72h 8a0 3B7 SLS 411 67.7 J71.4{t 6Q8 172 108 N1 {6A JW 382 N1 41.6 350 =0 441 Y.7 J55 27.2 1d1 3La ]IB 29J 4/1 33.1 348 M4 Mi 927 345 I3.6 ]51 332 37.8 2W 30.3 332 327 %4 26.5 332 26.8Sm 27.8 532 28.1 276 R12 3]R 24.1 ?n ti.l 31t 11.] R88 18.R 37R 19.6 %213.7 Sig 1W Rai 291 30.] 25e 250 291 Mi 252 27A 28t 215 %5 19.1 291 213 244 176 291 1B6 Nt 1lB..!91 16.8 23R 261 200 M5 230 MI 205 17.5 230 1111 201 15A210 1B1 19811 N 211 187 /89 21a 19.1 191 152 21a 1as 191 f1.1 21e t4.9 1. 201. 17.9 197 1 18.2 1 170 1 14.9 157 15.3 18! TABLE 9B SWSasIe: 2Tk Cameta wr w auq 3.5k Cam. ,. ..ter H.I w tl40 Few cmi PT Wead Maw 3/i6 ElOO U119man 1H' 11 0 L41- �1fa' FJm llmtm V/' EAp•a(ylar 1/4• SS EI** ]h6' Eku Waam VP SS EIrO AaveOab e70 bleat Sense(G5) 0I2 SkdRff1251ftWd SOwW03])Anchor CIp PafterinEdge %Z ]7/C r 2-Vr t' 2-i(C r -2. 018' 034EalOedmeM DW-Int P 2-V7 t.V1' T- 1-V4' i'3Wi-l-i/4' HIP 1114• 1-7K 1-u1 r2 (N) Ndmo ®4.75' M9L O.G I SIaIdRO a Waat QP fFb. 1) 1.3M' 39O em 9B0 B> 150 b W0 eaZ7D b PBO lka 37Alba 8a1em WB •a %1/Antivae Ym4Andm11Gy t.t3Mh O.G /StrWN (0r 004eq C8P (FI0.) IBDb TOOb WA WA N/A WA 3W IN WA NA eaeme WA 1WA 8821M 882Aleh-®0.54'Mh Bab O.C.)(2)2]SAI•b C9O1/019.-1 70D be 7mb 669b IMES taee em 510b 5m as W1173 14516a NU NIA103 O.C./D47+P. Nb .1W A9m. o-h 1Y WA WA WA WA NIAWA WA NIANU 187IN J32 b WA 47715a 170 sm 221 m4 b 195 •e 225 b 4t5 ta 812 b 135 b 140 be WA I WA 1 341 an 1 412 •f I 5W em 2 Anakma 01.15 Mh 0-rJ FIa eT 240 Sm 3W b WA WA WA N!A 1m tla WA FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURES: • ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 6: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND Mi &IOli QLWS SHOWN ARA NOTFO SME.FQR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILSEDON T•IE FIELDFOI LOVIING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FAURE"OV►SUSGESTESas*, AA]ROXIMATE HOLE LOCATIONS. GROUT F LLI�SCONGR BK�IJNR (MHACLIC NO ASTM G9U. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0155. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125 THICK AND A36. ALL ANC _RS NTS 111ETRl.SMLL IX1F'HIDATL�L?f 3 SCREM THREAAS BEYOND THE MATERIAL. #10 8.2 AI�ORS ON�7 WOOD M� BE ST�Fl., 1" S�, O� 41 �5.5: • • • • • • • • • • • • • •• •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • al• ••• • • • ••• • • �NS:r-LFV' -IiP -- (DP_) X (ANCHOR CAP.„e,:) =ANCHOR CAP. - MULLION CAP.,e,... USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER TWIN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.2W 3.250" .100• 125• X 325' X .101r MULLION FOR FIELD•MULLED UNITS F-1 250'� 3.250' .t00' 1.25- X 32S X .100' MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED me come= MCI the Florida Building Code NOA-No- 17-0630.01 Eaplratlon Dat•QS/26/2021 11111 i11) ," QNY LYNA I •�ICENSF'•�(� * : No. Sd705 ;0�TE17(/�� A. LYNtN �JItLL��2,1P.E. FL P.E.# 58706 TABLEi0A Mullion Capacity TBd4 0beM7) Opening Wdth Mr vedleelrspaning minors) orOpening Haight lY6 ((orholizorde(11minA mdA0r1) Sol.6p In 70I0 IOM Nn log in 120M 140M 160 19 Reelagrda Trapirrhm RNtanpda Trapin'. Ranangda Tnpfr"N. Raebngrhr Tnpl7dang. Raq I TnpTdw0. tbrLmld. TrePTIM". Padarrgxtr L. *9 Tvva-9. loadnq Raelaig- LaadMp Tnprre n/. LaaOvg RaclangJu LadMB hap7rla11 LodMB 126It326 lead"/ LodIg LOednq Loadnq Ledh• Inadng Loadnq Lprrd Loa4mB Laadng Ln&g LwJvj x .824 AWm. T11be >�• ;a S ..- _ E .-. '� 'u .-- £ 'B E 9 S h % .-5 ^2 fig la F.-. @A 3$ .,... S- P ., 7: o a ,> 3 g u' 9 @ 0 millan og 6 3 u@ ;>$ ? .^� �@ 8 �� T S uo E'2 1C € € �� �� % 0 �� .� �a' fa =1 Ia 3€ as Mg fa' _ �a g� 4I 1n.o 161 In.0 506 1700 !!2 rn./ 519 17CO 1116 170.0 a21 Iro.9 iN0 17 ].0 5T7 I70.0 Wes Imo 521 170.0 1736 11Q0 521 in.0 il63 170.0 S27 @in 17a0 620 1778 435 170.p n4 T/OB sN TJ0.0 f/T 170.0 GN Im.0 1133 1n./ 661 n0.0 1275 170.0 6R 1roB N77 173.0 Be0 1ro.0 n00 1n.0 611 *9.7 1979 In, 680 141.E 1m 170.0 ft0 Ie In 17a.0 7p1 In.O 521 1100 860 196 n0.0 nO.D 631 I70.0 10W I nA 684 ln0 1195 170.0 723 170.0 1345 17a0 747 in.0 N91 110.0 756 1TD.e n93 170.0 76fi 1625 11T1 1n0 756 17].5 1177 1n.0 756 60.6%h 170.0 T17 in.0 653 1700 %6 1700 691 170.0 1116 naa 75{ 170.0 1276 176.0 W3 170.0 1434 170.0 937 1n.0 15N 170.0 856 156A n69 1T0.0 161 731.1 1769 Iro.O Bfil 111,] 1153 170.0 861 Nin 17p.9 797 1n.0 In lot in.0 170.0 1093 171LD 797 170.0 UO 170.0 678 17111 //17 170.0 9N 161.1 1511 1n.0 996 N5.0 1511 170.0 1W3 120.8 1511 170.0 1063 107.E 1511 1ro.0 1063 . %6 1611 1T0.0 1063 601n 1n.0 Beg 1n.0 1 00.0 1302 170.0 B40 156.E 1370 17aB t016 1392 1370 1TOB 1076 125.3 13ro 164.0 WB7 1NA 1310 155.9 tOn 19.5 LVO 155.3 10T0 n.3 1ln 165.7 1070 63in 170A 930 Ina of In.O 1 114 13..0 550 155.E 1748 1TO.D 1W2 1361 1T/0 161.E 1913 121.1 12/1 147.1 1000 IN-5 1242 139.0 968 90.9 1240 IMA 9n 77.0 VAIN 129.0 475 68A 1248 123.0 $75 u i 661n 170.0 971 In.O 7B9 170.0 1169 in.0 903 JIM JIBS Joe 1321 876 104.9 1N9 119.1 e60 932 1N! 1007 148 919 W49 702.7 e7B 69.9 1019 9d.3 17a 69.8 W{9 91] e20 524 1N! 91.1 820 J nM 1678 1049 17/.0 179 179.9 iB19 150.T 71.4 N7 85.5 757 69.6 141 ne 744 S1.0 $41 74.0 731 N.e N7 n.3 736 o nM 112.7 Nt 1N.1 D7 1L9 9di 1268 106 1019 Nt 1112 n1 992 9/1 100.8 777 79.3 NI 91.7 766 767 M.3 B14 102-4 753 a6 894 91.9 740 13.3 e94 84.1 170 66.0 8N n.] 721 %.0 B9/ 70.7 707 /7.1 19l 87.0 A7 413 61 88.1 699 3 nin 172.1 BN i3Ts TO] 110.0 B94 1169 D7 629 558 431 671 41S 551 36.8 671 431 6l9 30.7 6t1 3A7 At 26-9 D7 901n ,S.9 611 88.7 696 71.6 671 749 585 61A 671 66.3 97S 63.7 671 58.2 666 d7.7 VA 518 50.9 SOD 53A 609 N.3 690 47A 60 39.3 690 43.4 4N 36.4 690 396 40 29.6 590 3L1 177 75.7 690 71b 469 Yl.l 690 29.e IN 91 in 71L1 630 72.1 627 69.0 690 {02 27.6 466 20.T 3% 24.9 168 27.1 R7 ID.7 4Be 236 3C2 17.B 166 2J1 PS I55 466 19.fi 3T0 100In 19.7 d68 50.1 421 41A 166 422 4N 36.6 466�11. 405 31.1 40fi YL! 400 719]!7 397 3T.1 N1 ]e7 2e.fi 441 30.2 3B2 2fi-/ 1/1 T72 77fi 229 N7 2/.9 312 19.1 4I7 21.5 363 16A N7 19.3 75614.3 441 17.e 351 Inin 783 3n 1fi.9 N4 30.2 37t 77.0 739 ..B ne 774 22.7 3n fl.7 3T!20.1 3n 21.]]25 18.1 3J1 1!5 721 16.1 3n242 175 262 17B 239 15.0 262 fl6 TABLE 10B Suk 27k COIxe3e "S51,Cal!.w _ -_ Holm pN FNM CJAU PT Wm0 Mtla Anctro Type: 3118•BcO JAMo1 Vr EYUU1Wm ytg•Fjcp 0lracm Y19 B[o tlllrzfpl Lr Ft000racdl V4"SSBco A8 0r O'FYo UtrYm Vr 93 Etco Aggrxltiv 0106i® 9CRM (OS)rar 1G5} Anchor CAP Patkms FA¢palalxe Yl- 1' Em1YdnCi ) I31r 2 Arxtan @ 4.7Y Min O.C.I SWUni 4Odd Cap (t i) 39D CA 4 Arc hag@1.15'MK O.0 JSialtiid 0xpeefl QDOI4i �� 4AKtars@3'Mn. O.C.I IZI hS Ar(/e plpfl61g 9)i not. 3Alxh GO-WMh O.C.IU(7p•MO,IOPA 9-ri4), NIA 1 Arc fort Fi3lp �17 5Y 1D5 D9 2Ammn ®1?e' NNL O.CI FCp �13 67 2Q 3-Vr 1.9'r S90 0)8 706la 7801n WA t96.9 1" iJ/4' 450 Wa WA 68D•3 WA 7751a WA 2-I/2' 144 8q0 W4 NU 156D 108 WA 4/6 qs N0i 1U8' r 1644 IM NM 7e%p9 WA b221a N/A i' 1-Vq' 270 m NIA N01# NIA 135 G NIA 2-VT I -VI• 2W - 980 eb 56010a WA iN b t W m 1' i-lA• 364 He t151 NIA NK I7/ g9 NM T-ll7 1-tIr 74o G WA 7601ffi WA 3701. WA 7 1-tlr 3741N WA 748 •s WA lam WA S1/C 664 9a WA 8B0I00 WA 332 bs WA r r W6 p WA 18fQ a9 WA 4T3 6a WA a48• 7-3'8• 3411D9 ®TIa 682 Aa NIA tno9 >L1 M A129ktl vrMa eks M nR 113]EO 1121m 9501a 2801a �01a FIGURE 1: FIGURE 2 • • • • • • 3) MULLION AND MULL" CYFISSHCWN ARE NDT TO DCAYE- FOG GXACT DANENSIONS• SEE ANGLE SHEETS 21-23. HOLL16 TO BE DRIN-EDW THE YIELD FOILLOWINO DIMENSIONAL RESTRICTIONS SHOWN TOR N SHEET921-23. FIGUf�S SHDlY SIfiiGLGT�. A*PRSXIMATE HOLE LOCATIONS. BE USED CLIP MUST �• • • • N • •T�• • • ��••},r,E�jlF•� • • W PAIRS. GROUT -FILLED CONC E UNbfl}( N Sf, LLOI FORM TOkASTM G00. WOODASHALL FlGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063T5 AND BE A MINIMUM OF •100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND • .D45" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12e THICK AND A36. ALL ANCHORS INTO i.,t a-ALt EXTENt1♦-RE1"'-PSCREW TRREADSEEYOND THE MATERIAL • #10 & #12 ANC4%S INTO FOOD MAY Et STEEL` 8-8 S.S.1 4T S-t. • • • • • • • •• • • FIGURE 3: FIGURE 4: FIGURE 5: m 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. ••• • • • • ••• • • • • • • • • • • • • • •• •• • s • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X (_,AN CAP.,or,� = ANCHOR CAP., MULLION CAP.,,o,,,., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1,25" X 3.25' X .824' 1.25" X 3.25 X .624' MULLION FOR MULLION FOR FIELD -MULLED LIMITS FACTORY -MULLED UNITS PRODUCT REVISED as comprip with the Florida Building Code NDA-No. 17-0630.01 Expiration DateQ5(2612021 �.�' ANY Lxry7y •.,. _ * : No. 58705 ']'/SDI NALj11113``\ A. LYNN MILER• P.E. FL P.E.# 58705 2 U) } 0 TABLE 11A 7111ibn Capatlty Table (U1sfft j CpeNn9 Width (Ur7edicely5partity m ilit m) "Opening Height (=fnmorts" elain7 m11hom) in TO In Win I n 700n in In 140. 160. so in RSWnpla Traplh•n0. R,- W TIOTA". !i Ir TnP'+d�o- Ra 14" Tnwr--g Recna9dv TrWT=q. A-raile TmPT=ra R-91Wr TI*Td-ng- Re UN" TIWTr-% L4aliq lmdq Lwdn9 L9adYq 125 i394 Recwgrda TropTriarq. Loa19 Lenin Lwdeg WMnO LOadn9 ,emv L9adm Laadaq Waling L..Ug L."N Loadtq L9adng x.124 .b o % ..._ ';s- � ., ._ sAWn.Tube euproa v e Sg u s .@ :d T-H g ,.,_ a _ tip tgi t`i$ se� c @ i 8 f� drc $@ d`a fc � �rc sfl �rc iE i1 8a i2. �e io d ac' �a' drrc Bp R00 W6 f709 992 770.0 519 1700 111t 170.0 521 170.0 1240 170.0 511 170.0 1411 170.0 121 In-* 1735 770.0 521 170.0 1983 7T00 41 42k, 110.0 by 170.0 4m 1R0 T14 179.0 IT/ 110.0 170.0 b70 1700 113] 1700 661 170.0 1275 1700 6n 170.0 7N7 1700 WO 17].0 1700 7700 6W 170.0 1983 1709 6B0 170.0 226i 1T0-0 fi80 1M.0 70B 181n i70.0 621 170.0 850 171.0 5& 170.0 932 7Gd6 170.0 6B1 IT00 11% 1700 723 170a 1316 170.3 747 170.0 td9d 1T0.0 7'_f 170.8 1793 1700 79 1700 2092 170.0 766 170.9 2391 179.0 79 170.9 50.625m 747 170.0 SB3 110.0 t96 t70.0 671 1T00 170.0 754 1700 INS 110.0 907 IT0.9 1434 170.0 B77 1T0.0 169/ 170.0 856 170.0 1913 1T09 161 1700 2231 170.0 881 1W2 2473 170.0 861 54 in 170.0 797 1T00 612 170.0 95b 170.0 691 1790 1116 I7I 170.0 1417 IN0 944 110.0 15S4 170.0 196 1T0.0 1n1 170.0 1g33 170.0 2125 170.0 1063 MILS 2163 170.0 106] 1210 2163 1700 7BG1 Win 170.1 605 1700 701 110-0 7063 170.0 7B7 1/0.0 12a0 1700 ti0.0 1859 1700 1122 19.9 2160 170.0 ltp TS/9 z060 170.0 1171 117.7 27W 170.0 1171 b3 in 170.0 SM 1T00 745 1 00.0 1 116 17D.0 850 110.0 1702 173.0 940 1700 14N 1700 1016 170.0 1613 170.0 7076 1700 903 170.0 196! 7T0.0 1W2 1709 191 170.0 1086 170.0 1753 170-0 119 1700 WI T70.0 1210 113.0 1966 170.0 1n5 12L6 1%6 1700 11% 1072 1966 179.0 1286 771I.0 9T4 u 661n a 1T0.0 /B9 170.0 1169 170.0 use 179.0 1126 170.0 1790 1702 12M 151.1 1T74 1700 U15 738.7 173d 1618 U86 1156 1734 766.! 1361 99.1 1731 19.4 1352 t6.7 1736 1W 1 352 JJ1170 1063 170.0 87B 1T0.0 1275 1700 ion 17m0 409 U7A t556 1652 12% 13L1 1566 15L6 1266 1173 1556 4n1.3 1.1 981 1655 128.3 12M WI 1656 1723 1279 73)159 1212 '1216 0 1122 179.0 937 1700 U46 170.0 tOW 1685 196 7693 12/5 17fiA 1ln 152.0 1224 1212 1477 139.1 12H 109.1 Un USS 1191 W.9 un 116.t 1164 n9 Y77 1109 /79 69.21d!/ 109J 1761 O 1151 110.0 96/ 170.0 1787 1700 1116 155.9 un 7t.0 11W W.7 1'0 92 1110 71.! B91 60l1110 65.6. 871 NI 1170 627 B70.0 0 1110 1465 9K it04 1110 127.9 969 /01.6 1110 f079 %1 88-6 1t10 %7 9M Tag 1110 97.5 922 366 9T5 493 767 1019 8% 83.6 975 BIJ Bd2 TJ2 976 7¢6 US 66.0 975 712 Ili 505975654B07488975S7A 7B9 11A 975 SL7 nfi 975 720.3 On 97.5 975 771 51-3 664 15.7 nl 49.D 69 41.1 n1 44.9 617 313 771 78.9 632 29.1 1T 35.0 621 26.7 7T1 IIA b12 7 MO 6% 68.5 nt n-7 686 9.7 n1 613 fill 6L1 622 3I.9 130 11.1 fill 31.5 1. 366 600 27.0 730 319 99 Zl] Tl0 295 91 T 73t nJ Bb1 611 T31 650 650 W.1 730 66.3 NO Il.]a 631 4LS T31 43.0 519 21.4 624 24.6 519 1071MW 12D in 59.9 04 61.0 Sm 49.9 624 512 SW 42.8 62l aa.3 662 31.6624 36.3 537 300 62A 322 631 250 624 117 34.7 133 35.1 400 28.9 433 29A 7!5 21.1 43] 25A 990 21] 385 19J l3] 20-0 711 1T.3 473 182 316 TABLE 11B Anchorcapscily Table (Ibs) 9tb099e' 2h COrcbe 15k Cmr. Hm-CLU F9ko rJ4u PT WOOL Mite AOrhu T'pe ]'1E BOLA- Ur EkOft- 0 Ui�cOn 316'Bro Utram vv BOO UIum vr35BC A�eG81Of S16 3c0 UV.M VrssBm Ag¢rtia[or ato3ted a12SIBN #12See SCR•(OS Sera S-035) A1lchor CBp Petlema 2•Y2' 37I0 r z-v2 1' 2-Vl 2' 11.5 2 0.B' 05Y ome Edge OsLa e M 1' 2-VT 13'r 1' 15/r 13•r 2' t-v4' 1-Vr 1-1/1' 1-tlr "'r 7-vr 2' 7-.•VB' t.YB' tetll9 Em5[a71 t n 2 AI1GMa ®475'YIA OC./St0b01N01Se1Cq D7¢1) 13V' 390M 990b 4'Db oWt, "MI 270b 2Wb Sb1Ix 7101m 37d Os 661bM4- b 4ArcOOn®1.15•Mat O.C./Sta1mN(OC16e1)Clpg2T 4rob700 bNA ILA NIA NM 3m b WA WA NU 74Bb WA66 880b OSb Z2012b /(l12]5 AI1Pa CApb/$fig.$ i80 Cs T10WOb 15Wb i806 on 540b 5WbN7A 7501bn WAWA I dAKMe A 091• Nbt O C_ / II471p. t00 f00' Mai F4. 4) NJA WANIA WA NIA NM 195b WA tp 173 NM 1T. Y79 WA 370IIN N!A 187b 3]Ib711b 1 MOOfl FLlpQi¢S) 195b 1%b Mft 446b 8"1b b N7A WA NIA WA4Q b 2AWM 0 1.1& NIA O.CI FLIP � % 2 3le 331 b NIA WA NG NM190 FIGURE 1: FIGURE 3: o FIGURE 4. FIGURES: No* FIGURE 2 FIGURE 6: ANGLE CLIP MUST BE USED IN PAIRS. ANUHUK L: AU IILLAIua r mcry rr (DP ) X ( ANCHOR CAP.,,e„�,\ _ ANCHORCAP.- MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPAL;11 Y REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INT•E.RPO: N 99 BETWEEN BULL LENGTH S :ND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLIO0.AND MULLI Ctl H OI TdSCAL - FOR EXACT DIMENSIONS, SEE SHEETS 21-2T. HOLES, �N FiF �(j7 F%OWING DIMENSIONAL RESTRICTIONS SHOWN ON SHrDETS 21-63. F+GU�ES9$H(yN SV STED, �pPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-T5 BF•A, NIMUM �OW T l iK. STEELiTUDS T BE A MINIMUM GRADE 33 AND .045- TjIIGK (18 G&ITGE} S •S-i�El TO 125 THICK AND A36. ALL ANCI-IW$ INTO WTAL SHALI�MEN4AT LEAST S TH�EADS BEYOND THE MATERIAL #10 & 01,12 ANCHORS INTO WOYD MAY %E STD., 1806-S. pR 4+0 S.S. • • •• •• •• • • • ••• • • • • ••• • • • • • • • • • • IS • • • • • • • • • • • • • ••• • • • ••• • • 125'X 3.94' X .624' MULLION PRODUCT REVISED as comp)y7ng with the Florida Bwlding Code NOA-No. 17-0630.01 Expiration oats 05126/2021 �•3a�NY LYNN T. ��� • OCENSF'• 1�� * No. 58705 0 TE ''.7SZONAL E��•�• A. N.N NY.11Eh, P.E. FL P.E.# 58705 TABLE 12A ' Mu15on Capacity Table ) Opening VNdth (fortefliwEy-spennn9 rt ficro) or Opening Height (for TorfzOilb! 2rini g rtnYors) -sob 70in i Doh soh IDOh 120h 140h te0b 50 b Recffpilrt TraWhisry. Trapmen0. Reclarlpilr Tnp/TO•p. x.mrq/s TnpllBanp. Rxtrptr 1' ddro. mar Tom. �� Tlaadf9 Le.rgulLaadxp Laadr9 TLD••p L9adxy Loam9 L-kv L-&Q loadf• oft 1o9 L®dry io+drV 2 x 4 a 25 Alum Tube �Es° %a � Mullion g ax§3' $p `� sa $ la ° 1 6 A is $F 42h 170.0 620 170.0 435 1700 714 1MG 478 170.0 1168 170.0 506 170_0 992 170o 519 1710 1116 170.0 521 17D.0 1240 IM0 521 170G 14M 170.0 41 170.0 1735 17DD 521 170.0 1%3 iR.0 S21 SN 170,0 850 170.0 SN 17D.0 992 /70A QD 1R0 till 1R.0 Gel 170.3 1275 170.0 677 1R.0 1417 1ro.11 680 170.0 17W 170.0 lIEO IMO 1983 170A 6a0 170.0 ZM 1R.o 680 Mh SO.t251n 1R.0 1R.0 709 7Q 170.0 1]00 563 1ro.0 8% 1ro.0 631 1R0 10tl 1710 6N iro.0 11 Be 1M 723 In.o 1346 1 00.0' 747 17.. 1, 1A.O 758 177A 170 1710*:1 2092 1R0 756 i L 2391 770.0 756 54h 1R0 T97 170.0 612 iro.D VA 1700 621 170a71ER07% 1R.0 1275 1ro.0 BM 17IL0 1434 /R.0 837 11110 fi94 1R0 858 tA.O 1913 170.0 2231 iro.0 861 170.0 7'SIO' T70.0 -891 W. 170.0 583 17&0 701 Iro.o 1063 1ro.0 7W 170.0 1240 1A.0 678 IM.D 1417 rero.0 8M 170or514 1700 998 170.0 17/1 1R0 I= I B 2125 170.0 2479 iR.0 1063 160.8 2880 1R0 10M 63h 170A 930 170.0 7a5 1R.0 111b iR.O e5o 170.0 1302 /R.0 940 iR.O 148E 170.0 1015 iR.O 170.0 107E 1R.0 /859 IRO 1122 IRO lilt 170.0 1161i 1bre.7 T553 170.0 tilt 745.9 259 171D lilt 11a9 170.0 9M 170.0 1364 1RA 1002 1710 15M 170A 708E 170.0 170.0 11% 1R.0 1948 1R0 7310 170.0 2338 t710 1275 171A 2477 170.0 118E 132.9 2477 170.0 138E 5 66h 1700 974 170.0 1R.0 789 e7fl 170.0 1R.D 1T75 7R0 1008 170.0 1489 170.0 113b tR.O 1700 170.0 122E 17.0 170.0 1315 1R.0 2125 tA,O 13e7 145.8 21N 170.0 14eB 124.8 21N 170.0 1529 1082 21N 170.0 7530 Tl in 170.0 1063 134E 17MO 1080 170.0 15ro I70.0 7209 170.0 1794 170.0 I= %&1 1ro.0 1421 748.E 1960 172.0 IW5 12L0 19M 151.8 1548 1%.1 1Be0 154.0 1A5 829 19W 152.7 1A7 75h 170.0 1122 iR.0 937 1A.0 13e1 7R0 1119 1T0.0 1671 1ro.0 f250 170,0 7N2 iR.O 1XII /527 7R.0 1474 1361 IQL1 7300 111.5 1861 147.3 1173 942 11151 139.6 /459 65B 1861 137.8 1454 78b Soh 1T0.0 iR.O 1151 1378 1700 170.0 967 11M 170.0 149.1 13N 1SB.0 1219 tn.e 1399 135.0 1195 111.8 13% 121.3 1179 09.4 1398 110.2 1162 Iles 101.E 1147 74S 1398 89.9 IIM 63.8 IM 827 1105 559 13M 789 100 98b 147.4 1 229 1 11.5 1D" 1 229 1229 1Z7.6 1079 1053 1229 1112 1061 921 1p De.9 104f 81B 1229 89.6 1029 k477 1229 824 10113 61.4 1II9 722 993 52.7 1229 65.9 977 46.1 1239 62.1 %7 'i71 10e b 1035 971 105.8 877 89.0 882 71.0 971 712 N9 N.7 •71 68.E 877 57.5 971 61.e e25 971 56.5 e76 /3.1 39.7 971 919 49A N.6 7% 758 37.0 N.1 B71 919 N.D 402 783 74 ]24 299 971 919 49.e 371 732 111 b 954 919 97.3 832 1___ 81S 819 6fl.1 919 70.8 906 e91 59. 47.2 919 185 62A 49.4 7N Gee A.0 17.9 918 786 58.7 "A 7N 617 919 7B6 519 40.5 77{ 60 315 798 349 653 Z7Z 736 31.o N1 239 780 25A 631 786 76.8 T76 84.5 005 53.9 786 5SB 172 465 1].7 546 155 448 1Mh 43.] 546 N2 504 37M 491 31.2 6tl 31.• 481 27.3 546 2e2 {e5 24.3 e% 253 479 21.8 5M 22fl 4T4 tat 548 19.5 4N 156 me TABLE 12B Anchor CaW411y Table (Iba) 27t C-t 35kCmx HoeO•f2dU F7t0 CMU PTWaOd Met• MMorC9p Patlems Emh IItleH Pot 2Anda8 @475• Wn O.0 I U-wVAWw0QWtCUPn 1&27 A A2N[4e 268' MR O.C. 1 SfaldW Bz ) 01¢ 3F 6 Art00s $1.71' Mh QG I $MI10am (ar f7891)C,1 F7¢ 4j 4ArtIM0YMb+.O C.f QT 2[S AnjG cape/(F1¢Sj 6AMh"03•Min O.C. 70')2[SAryle Cps/1F196T 9ArtIn18 ®1 31' MA.O C. / liLlp, tea .124 Aaaa �I¢ 77 6Artr01300.6r Min. O.C./ UCrp. 111E 12SAIa O`1¢6T 2Ancron 0 26P Yrt O C/ F4:YP 019 9{ 9 Anxtm ®171• MOt O C/ Fop lR¢ 101: iJb' �m 740 b! 9e5 M 7®1a 1170ta NA NA 370 to 449 Da 1.Yr 3901. 740 to 053 it0l ty WA WA 3A d 525 b 13N' 450 to 630 M 736 m 6d18a 1@0ta NIA NIA 7151n 379 ea 19'/' 9%be 1485 an 191E to 15110 Bo 23Z to NA NA 74s m 9/9 to 2• 16Mb3 I44 be WA 1�"i D3 29" bi NM NIA 7121E NA 4v4 2A tS NIA NA oM DS NIA NIA NIA NA 1-vr 250m 590 M 705 Ee iD b6 6tl II7 WA WA zeD Gs 353 Be 1-Vr 3541E NIA WA xA NA NA NA WA N/A 1-dr 7400n 645ile 7991flt 7W 1. 11.0 bS NIA WA 348 Me 30910E 11/4 37410E NIA WA 7tl he 112E bs NIA NA NIA NIA 1-ll 664 ha em Da WA BeO as 73�ta WA WA a• Ie WA 9168E WA NIA 180E as 7BM Cs NA NA NA NA 8x11a 6e2 to 5M21fa 6928E 102210E WA HIA 311 e» 448E ens Be 139 Ee S60 to tl?a b 7680 B05•e 1]27 bs WA WA {4 80 1120 Ia 16e0 He 10T0 21 Ax 550 ht 511 M 6N Ee e40 m She v4•sS Eto SI1P FYo yr SS Bco e10 Sten rl2 Sleel 9t2 Steel Axr3+rt Ty[rF YIP ElcO Uarsm Vr BxoutrA[m y1P ex9 UR'i0n s'i6'fl7co cram VC BxOUDTCg1 UIm[m Ag1e1o41(r Scatty (OS) Sctea lGS) scram }1IP 1' 2-v2• 1• 2-v7 7O.tl• 05r o.S2r Eo(IG f3stmlce Ortk 1' 2•Y7 1' 2-v2' r 2• 1-3re• 13'£ ledee NOTE FOR THE UFFSE I L.lr, Ux I nca7vrrcw.x. mom.., ..,�•.�.•-•�••..•••-•- FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE 5: FIGURE 6: [•A • • ni • • • FIGURE 7: FIGURE 8: FIGURE 9 FIGUREIII: ANGLE CUP Me me (FIGURES USED MUST BE USED IN PAIRS. ,CIRCLED VALUES ARE U6EU IN I Ht r�Uvurl.c - ancc l c9_ CAF USTMENT FORMULA X (ANCHOR (:AY.,os,\ _ANCHOR CAP.- Ml1LilON USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIREC- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R 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 METHODJ, • 009 • • • • •• • • 2) LINEAR INTERPOLATION BETVJEEN MULL 149NGT*-:N&PZPE:IN:W4THS IS ALLOWABLE. • •• • • • • ••• • 3) MULLION AND MULLION CLIPS SH.11 ARRINO• T015C.E.•OR4EXp*CT DI..SK)NS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSICRAL RA610CTIORMHOVA ON SHEL•TS Pllk& FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FlLLED CONCRETE BLOCK UNIT (CMU) SWILL CONFORM TO A" C,"V400D SFjW"E "SURE-TRF#TED YF*LOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-'15 AND BE,•MINIMUM OF.125 -WICK STE�SVD%TO&EA MINIMUM GRADE 33AND.04ti THICK(18 GAUGE). STRUCTURAL STEM-fO BEA* LEAST .125•THICK AND A36. AI•. AICH(i2S 64TO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MA Rl1r♦ .. #lC%2"CHOR INT::00/ MAY%@ST IEL,08-BS.S. OR 410 S.S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-aao. '17-0630.01 Expiration bate 05/26l2021 By Miam 1}el Product Control a�NY LYNN'//,. ` , / �1 ............ * ; No.58705 �= ST TE O T .S�ONAL e • • A. L'4NN MIL$I� , P.E. FL P.E.# 58705 TABLE 13A MuFon Capacky Table be Opening WidC1 (fors' -SP•1Xt1>0 mhom) or Op•nuq Height (for Ilxowte6J-eper7111g 111AA ) so In Wh mh 1aN ltadinero. Realpna Tr•p/7iiep. R•Ca•IJa TItWTn Rwtap T-01l'a y. so in 1o0N 1min 1401. 10DN 1tcteiple MWT-N. R• Iwnplar 7h071eq. RecIaW 7rep mwv. FAetapl . T.OT*.W. TMffnarp. L-dnp Loadro L-*m la•dv Lnadro Rac1•rW1e Loafing L-*V L°ad+p Load• Inadq L-&V L•4d19 L••da In6ro I La•a'c Lwd• 2 x 6 x 36 ALM Tube Loaft g :s =E ' £ rLA �, €oQ > .. dWilon 9 as 3e v `E asgg "e Tilt iii Ei $p i ci ii c5 c3 0' [iEy�� S 11 i5 SjB agu yfi � 5 E E- � o�9 58 rp��2{ <C 5 f Z� �eg�8 <K S6 yq�y �C �� 8c : g� �¢ f� tss 1m.D 7u Imo 4R 17aD me ImD SD8 1m.D 170.D 5+9 nag 1116 1ro.o 521 1m.o 12a 1mA m 1mD tom tm.0 521 170.0 1735 170-0 sr 1RD : 17D,0 521 ar, nag em tm.o f7o.o sz4 1T0.o aeo 1m.o SM 1m.0 992 t70.o 630 1m.o 1133 1m.a mi nag 727s fmo 8-n 1m.6 417 170.0 6eD 170.0 170D 1m.0 fieo tm.o 19w tTD.o Beg tm.o eat no.o mD tm0 706 16h 5w 170.0 0® 1m0 631 IRo 101E 170.0 M4 1700 1105 1R0 m 110A 1345 17a0 747 170.0 1494 1m0 756 1R0 1793 imA 75a imA -2W1 1m.0 758 170.0 2391 nag 758 170.0 iR0 50A625In SIN 747 7fA 170A nag e12 177.0 g78 1R.D e91 170.0 1116 1m.0 754 170A tZ75 1m.0 m3 170.0 1434 1700 at7 1To0 1594 1R9 W8 1mo 1913 170.0 061 17C.0 m1 1m.0 mt nag 2550 170A ml eDN 5m.0 6m 1m.0 mt 170.0 foal +m.0 797 170.0 +zoo i70.0 arm 170.0 1477 1m.0 944 Imo 1594 170.0 ON 7 a till 170.0 1033 1m0 2125 17ILD 10w 7m.0 2479 tm.0 1063 1m.0 - 170.0 1063 745 1mA itt6 Imo Im.0 1302 170-0 9W 170.0 tom 1m.0 1015 1m.0 16T3 t70.0 1070 tm.a 1: 1m0 1122 I a0 mt 170.0 1169 in.a 2603 1m.0 1171 in.0 2D75 170.0 1171 1m.0 g70 +RO min 7m Ina 111N im.0 !!! SM 17D0 1364 170.0 1002 170.0 155e 1m0 1me 770.0 1753 170.0 1!SS 171.0 1B/e 170.0 1210 IRD 2736 1m.0 1275 1A.0 Z727 1m.0 17m 1m.0 311r 170.0 $ mN 1700 W4 170.0 IRO 1009 170.D 74m 170A tta 1mA 170D 170.0 122a 170.0 1913 1m0 13" 170.0 2125 1R0 1387 1R0 2550 im.0 14m 170A 2g75 im.0 1529 1R.0 34W 1m.0 ISM 1530 170.0 G 72 in tam 1m.0 e7e 1m.0 1ZI5 IOm no.0 tslo no.0 1209 1m.0 1714 ttD.o 1322 t70.o 20I9 nag u21 1m.0 2217 tmD 1505 tTa.D ze9x Im.D 7629 1700 s140 n0A 1�4 1m.a 75.9 1m.o nos tm.o 79N f n22 IRo 937 t7D.o I3/0 7R.0 ttts no.DX170.01211 12M tmD 1842 170.0 I31t9 170.0 2072 na0 1474 Im.D 2702 IRO t5ti4 170.o nw tm.0 nog 170.o szz7 1m.o 1m tto.o Sew 1m.0 n9e 170.0 1151 761• 1R0 957 170.0 1351 1594 170.0 1m.0 1326 1m.0 149e 170.0 218 170A /853 170.0 2391 170.0 1m 170.0 2856 170.0 191e 170.0 31m 170.0 2125 Ise.0 3413 170.0 2273 1365 3413 170.0 Z761 gOh 170.D 1320 170.0 11M 170.0 1[74 1m.0 1622 imD 2267 7T0.0 1794 170D 2550 1R0 1952 170.0 2w3 /R0 iW5 iea0 3199 170.0 Zile /77.1 3199 1mB 2(70 1m.0 3199 t36.1 2/ie im.0 96h 1417 IR.O 1272 1m.0 17W im.0 16/A 27e1 1T0.0 2271 148.3 2N7 181.9 2733 1236 Z7et 140.4105.9 2m1 125.9 2234 927 27B7 716.0 2190 10eN 170.0 158/ 1m.0 1409 Im.O 1D73 1m.0 16N iR0 1670 1m.0 2550 170,0 170.0 207e 2140 151.3 262 192.9 2245 138.E 2w2 14B4 221E 1170 2832 12e.4 21m 87.6 2651 115.t 211e Bi4 2532 108.71m.0 111170A tfim 170A 1451 1m.0 tm6 1704 1700 170.0 19U 170.0 =1 2252 61.41445 1771 1m.0 15m im.0 2125 170M 1m9 1i149 1991 1m 7152 141.4 19" 120.1 2252 1272 193e tm.t 2252 11a1 IBIS9a1 274 99.6 1072 772 7152 Bag 1w6 67.e f04.3 156/ 109.1 1425 59.4 1407 7e.2 1564 547 1300 Bay 15M T2.3 1373 62.8 756! m.7 1]58 521 1584 58.0 1370 14.7 1564 !a2 13051n ^�rwnwr`iv wn TART F 13B -- - wncn4x ca c uo•: Iblow boll FBed CMU PT NN00 Metal SO6sin44[ 2.7k Cable 7.Sk (:•m. v4. 6E EIEo `J16' Eku v4• ss 910 xrz An W TVW - 7/78' Fuca lNiraeon 1W Eko Ua_ WIW El- Llfrecrn 3'Ir EJ o LWWW 1/4' Ebo I.Ik•aai AppreGatr Ulwi m.Ei- AppreGamr (G.5 scow 815T (i sear lo5l 6vew (cs1 . (G5 Anl'J1or CUP PaCema 1•1• 2-1? 2 }11B' 7 0.46' OX D.]24' EOpa Gaanoe (NY 1' bt7! 7' 2-12 3-UB• t-1/4' 1-1l4' 1JI9' wri•4 ,n, a ox /mil' i-3/4' }YP 1-YC 2 1-1/C 1-1/q'1-1N• lab 374 b ISM b l 910 b 4111 Nib 442 b 50011. 2 Archoe ®1.75 MN. O.G /Belled or OOaet Gip L'10. 182Y 3w i 390 b 450 b 1a0 b 1644 b 270 b 280 b 36l b b teat b 652 b m51b4 1120b I AMnan ® /.eS Mh O.C.1 San0anl for O.4•p Gb ff0C 3Y 7B0 b 71p b 900 b fTeo.Tx 7232 b 540 b 5E0 b 706 b t480 b 74a 11x 1272 WA 1707b i770b a AncMe®1.7M Mh O.G/9arMe0 (a GEat)Gb 0'•. 4Y 118Db H00b 1010b 2595b WA WA 9Wb WA tomb WA I/1A b 1892 b m2 b ms b r. 1120 b 4 AriolmM1 (l T k•rt O.C. / R)?ts Anpe Clpa I ff•. 5): 700 b 780 b fill b t560 b 1380b 31mb 1496 b 9792b 5/0 b SBG b 1Deob 117Db WA 760 b WA i52ab 7401b 149e0e m0 17mb WA 3ril+Ibl WA 1353Ile 2045 R. !TICb 2fi61 b 1240b 3360 b eAwraaQSWrtO.C./�2A5Mtpl•pplfPo.BY 15e01M 7560b 12 Arrly+ A 1S Mhr O.G / (� Za3 Allele C0q / (Fi} TC low b 21001M 1440 b 37M ff. WA WA 1320 b WA 450D IN WA WA WA N14 1430 b 4 Am1ba 013C Aal O.G / U471F t-I25' Aln- (Fq. BY WA WA WA WA WA WA WA WA WA WA WA WA HM 2m1 b 6 Ard1o• A OBI• Ilkt O.G / UOip. kdo 12s Akm. (FlO. 9Y WA WA WA WA WA WA WA WA WA WA 9T4 b r9A 1i16 b WA Dffi b M1 b 442 b 3e0 b 2 AtaOaa ®LAIC Wn. O.CI FCy lPo. 1OY 990 b 990 b 450 b t190 b 1816 b 2/0 b 780 b 351 b 71O b WA 662 b 865 b 17m b / AacMa 1.77' Hh. O.C/ F471P flip. i i 590 b no b 5D5 b 1298 b WA we ruc WA 4m b crwwtl 0M ri ID WA 537 b WA rl1A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUE FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8' • FIGURE 5: FIGURE 6: FIGURE 7: TABLE NOTES: STMENT FORMULA: (DP ) X ( ANCHOR CAP.-'-) _ ANCHOR CAP.,a `MULLION CAP.,,,,,,, USE THIS FORMULA TO OBTAIN THE'ANCFDR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN ri IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 9: FIGURE 10. :GURE 11: 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. • • • 000 • • • • • • • 2) LINEAR INTERiPLA - BE�vE%"1Ej-11 Al)j OPENING WIDTHS IS ALLOWABLE • 3) MULLION AND Mt%ON CU*4 S104 A'= NDT t%CkLE. ft EXACT DIMENSIONS, SEE SHEETS • 21-23. HOLES TOd3Q DRIL" IN THE@FIJLD FQLL0V6NG471M"1ONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS ANGLE • • CUP (FIGURES • • 5-7) MUST BE • • USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FI CONCRETE BLgqC UFA� U) S � M TO ASTM G90- W� BE PRESSURE -TREATED YELLOW SOtYH FTII ITH DFIrS.�LUMINl71Y16.("'c'$.H7M,JYLIfLE& TS ANDBEAMINIMLYM OF-125' THICK STEE1•$TUI)S T%BE A MINIM M G 33 AND HI (7 GAUGE). STRUCTURAL STEEL TO BE AT LEAST• 256THIC16AND 436. AW. ANCHORS 1NjD ME414 S D AT LEAST 3 SCREW 2• X 6' X .2S THREADS BE1fON• THE"TERIAL. #W& #12 A WHORS INTO•WOOD IdAY BE STEEL, I"S.S. OR 410 S.S. MULLION • • • • •• • ••• • • • • ••• • • • • • • • a o s • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comprying with the Florida Building Cods NOI-No 17-0630.01 Pxpiration Date 0526I2021 CEN6' M/l�F:i * : No. 58705 %p0, (C`s'. "40RIOP.. 'A LA/WINj+�tff� P E. FL P.E.# 58705 TABLE 14A MulBon Capacity Table ' Opening Width (for 3ereraktspllnrirg nahAere) or Opening Haight (brlwlzomaly-sparring m1Aon6) 50M So in 70in mh mh 1min 120h 140h 10DN Rdatpubr T.oTaaV. R 1YOdar TyMM00 ftct. llr Tijo -lolo . T.Pffmm Lama Racfarqulz Imwe Trapnowe Loadry RaC*VtA.1 Lrodm TnprT-V Lo"m Recbptr Laa6V TrAp7ftM Laadro RatllpWr Lodro Tnlp�Tnap Loads RedtqulY L,o drg Tnapmhary. laadro 126-xztt^ L4adro LoadkV ta4drg Loadro L>VV laadLoedha xTubeMWm TMoeMMg �S 3` S 'p Sy L O6kFr �aE s i pe93#g 2c' f7E Z8 a3p sEYc�.Zc $Raja ES i� 1`aEF d dc9 d �` o f c�$ a8 ddP'E < s� b € ayg 5�_ S_E I 42h 1442 S26 167.0 42a 528 14a9 419 icao SM 1399 1 SM 1346 411 m.1 S28 7341 411 72.1 5% 134.1 - 411 314 fx11 40.1 SZ6 4W 134.1 76.6 411 314 51.! 345 32B 1P3 134.1 )ae 411 314 4S7 30.2 SA 4N 1341 7fl6 41t 371 48h 96.6 4W 1o&o 333 4m 947 7a 89.0 403 W.4 a4 403 81.4 317 637 103 ]a1 315 4a3 403 1.5 IM 3B 67.2 2M 45.7 362 64.6 254 41.2 362 WS 703 34.3 3@ 63.6 2S7 E.4 7S2 635 2S3 25.7 362 B:LS ?s3 82.3 362 91.0 Sot 3B 79.J 294 Sae 352 7'Lg 248 21.2 310 49.1 245 G7.6 318 74.1 267 f42 318 642 2M 4a5 318 57.7 2-4 3" 53.6 263 37.7 31 660.8 250 33g 319 4a5 249 293 310 49.1 24a 24.2 318 49.1 49.5 25a 63.1 218 258 457 214 353 258 40.7 a9 258 372 Z07 27.5 Z58 3t9A7 255 334 203206 Z59 32.2 20t t7.7 258 322 2m 1S5427 234 456 2x 234 3g1 t85 3a5 234 J4.7 ] 234 31.6 lag 237 x34 2a4 166 21.4 234 240 te4 17.8 234 ffi6 l83 15.3234 24513.4372 t72'�. 213 38.4 183 213 33.7 179 2d5 211 29.3 32 2'13 21.0 lT3 MB 213 2S1 170 tab 213 237 1W 1S5 2l3 22.2 167 13.7 2t3 220 tE8 11.6 2f3 720 1 56 29.6 179 30.1 155 219 179 258 152 2a4 179 22. 7.9 179 20.9 /47 15.9 579 18.7 145 -..3 161 ?S.4 140 -3 781 21.8 137 17.4 161 190 52 16t 17.0 t17 225 /62 21.5 133 lag 152 169 131 181 152 17.5 TABLE 148 Anchor Cap Patbma 4 AMVM ®S MN.O.C. / Anchor Capacigr Table a 27k Ca1cnlfe 35k Lac Hob-CMV Filed CW PT Wooa Mtle Ea1DN9a1[ i 215AnW CAS / 1) 134• 1Sr* 7m IDS 7m bs lsf ty4• ®0lra 1� IDS T 169616 i-W 1-V4 ^..70 h Sm 9n 1-11-1 - 1 V4 WA 7m 9» 1-1 /4• 7461Da 1-v( BB09a r t®2 Nc 6!2 pe 985 m td30 m sdnirrC - - 3I76•Eko 1/S S9 Eko Snfi• Eko lIY SS Flo 4nZ StCI1/4EkoUNanlulvamA99aGattrp51 �S[.d*,12.ySrWW ratrrz-z a3Cs ,NCHOR CAPACITY ADJUSTMENT FORMULA: (DP„m))(( ANCHOR CAP.,e,,,.,\ _ ANCHOR CAP. - `MULLION CAP.,,o„� USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. F--1 268•�I I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DQdf3tSKNdS, SEE SHEETS 21-23. DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED WQQp•4HAL4E PRWSSWRE-TV4TED NIL 12S r CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TWTN"% SOUTHERN PINE WITH AN SG OF 0.55. AIWMINUM SHtj.L W 60jt3-ThANP BFsA MjNINWM bF.12S 1 YELLOW THICK STEEL STUDS TO BE A MINIMUM GRADE 334AND .045' TICK ('IB 4AUGE), STRYCTWRAI•STEELTO BE AT 1.25' X 2.11• X .125 MUWON LFAST THICK AND A36, ALL ANCHORS INTO METAL SHAILE)CWND%T (WAS• 3 "SW THREADS BEYOND (INTEGRAL FIN MULLION) .125 THE MATERIAL #10 8 #12 ANCHORS INTO WOOD M•A•Y E �T:E�. i8ft S-�.OR4.DS.: • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • yo .c Lu Lu N° S 8 1 y O ff X � U ~ N � g age O c03 S� s e� is F 8 ova PRODUCT REVISED as com ying with the Florida Building God. NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miam aoProduct Control L L10ENgF' . l�F :� * No.58705 ATE- �(! /I '3Z�OINAL A. LV&MI�1ER, P.E. FL P.E.# 58705 TABLE 15A IIuS1o11 Capacity Table (IbsAR) Opening VYdth (far wficalb�spitrring millions) or Opening Height (for hNizorb]"Penn g na9cre) 50 h 60 in 70 in 80 h Sol. 100 N 110 N 1401. 16D 1, 1LebngY• 1�9 T2p�i8api. lnedne, F CMPdfir U-6,11 T �9 Recf. . TmWTdan} Lad 9 F3�0p�1r Ladn9 imp/idsiu Loadro RxtnVlhr Laedn9 TMMda�B. L-ft RManP4rr La•n9 TroP'7denB- Laft PrctanWV L-ft T+oat'li TtLmdnga �OPb Laolm �da^F ng 326'30 DEG. AL BAYMULL z• B r $ r Eg E Tm ;� 6 r �g 2n4 +$�� i� f d"a �2 �$ pTH °p'qP3 dd r r p `6�j� r nfe 42N 170.0 00 170.0 435 ilOA 7H 170.0 478 170.D ON 170.0 506 170A 992 IM.0 519 170.0 1116 170A 01 17D.0 1240 1R0 521 1R0 14N 170.0 621 170.D 1735 170.0 EM 149.1 1740 170.0 01 18h i10.0 709 170.0 SN 170.0 850 170.0 5& 170.0 982 f70.0 830 170.0 71>1 tA.O 661 170.0 127S 170.0 677 170.0 1417 1R0 660 152.2 1522 170.0 No 130.5 1522 170.0 SW 1142 1522 170.0 No 50.06N tR0 7{7 170.0 SM 170.0 06 170.0 631 170.0 1016 170.0 fill{ 170.0 1195 170A 723 170.D 1345 170- 747 1842 14q 170.0 755 135A 14q 170.0 756 117.3 1443 170.0 766 1026 1M3 170.0 758 Nh 1M 797 170.0 812 1T0.0 956 17D.0 at iR0 11t6 170.0 754 170.0 1275 170.0 s0 160.4 1353 170.0 637 144.3 1363 170.0 855 120.3 1353 1R0 581 1m.i 13ST 170.0 861 902 1357 170.0 N1 OOh 170.0 68S 1R0 701 1Mo 1063 1R0 747 1570 121E 170.0 679 14fl1 1218 170.0 941 129.9 1210 139.E MS 116.9 121E ISM 924 97A 1219 140.1 913 83.5 1218 148.1 91] -1 121E 14fl1 913 6l in 1R0 970 iR0 74$ 179.0 1116 7R0 e50 1502 1150 168.E 933 131A 1150 153.0 914 1168 1150 1419 No 1051 1150 1342 665 67A 1150 12fl7 471 75.1 i150 1262 670 65.7 1150 1262 070 6Bh 170.0 871 170.0 768 f0.4 104E lf>SA 661 170.6 1016 /48A 9fi4 1N.3 101E 133.1 650 tOtA 101E 1_4 839 efA td6 11flfi 830 762 101E 109.4 01 65.3 104E 1082 818 571 101E 1082 818 e 72N 88D 141.9 781 117.4 860 12fi0 749 100.E 6W 110.5 734 No 880 100.0 T22 782 880 92A 712 70.4 BBO 802 7W 56.7 860 792 983 5D.3 880- 7fl5 666 44.0 680 7fl4 666 ® 76h 790 125.1 890 99.5 790 106.4 676 65.5 790 93.3 fill] 74.8 790 $3.9 60 6flS 790 79A 00 502 780 71.7 835 49A 790 65.1 04 42.E 790 0.1 618 61]617 76h 750 115.5 657 923 750 88.1 6M 79.1 760 85.E 832 68.2 7W 771 821 61.5 750 A.e 612 55,4 760 65.7 6Q5 462 7W WA W4 39.8 75D 56.2 Ua T34.8750 65.59Oh 686 [41.7 5a7 74A tq0601SW 829 491 51.3 Ss3 54.4fl1 45.1 5W 45S 475 40.1 563 NA 458 3fl1 553 40.9 40 30.0 561 982 462 25.E 693 33.3 4f5 31.E 442 93h 495 61.1 443 49.5 495 51.5 4M A24 40 44.E 427 37.1 495 39.9 421 33.D {95 36.1{75 29.7 496 3]2 4W 24A 4W 29.t 400 212 493 i6.6 394 25.0 390 106In 391 42.6 353 34.8 791 35A 348 28A 342 25A 391 27A 737 ?u 38f 24.9 133 M.9 391 728 32B 17A 36119.T 321 14.9 >01 17.6 315 370 392 ]35 320 370 17.0 3]0 27.5 t3l 32SZ4.0 370 2S.] ]27 21.4 3T0 22.8 316 192 370 20.0 312 16.0 370 18.1 J05 q:4 717 30.9 289 2S] 317 26.0 264 21.7 5 260 19.0 317 10.9 276 Ifl9 317 17.9 Z73 1M N 220 17.E i07 TABLE 150 Anchor Capacity Table bs DAD 1a2.7k CdC7ete 3.SM Crne. Flaor/ CMU FiNd CAN PT VYUa5/76' Ek0 1IP 96 EtAJ16'ElW tMSSult 81C Sred rig Snd t12 StdPe 3116' Eko Lll a 1M' Eko Unaoan lixm Lam• Elco UDta 1N'Ek. A9piCibLIft- A0pe0•msaNw iw"") 6r+R' 1�)AnchorC6p Patlems 2-12 1 2-1L-1'7TI. 0.]N gEdpffo&W� OnF (F¢V P /- i-N' 1-11-1/C2' 7-9Ai' 1. r I.W2 Mallon SMIM1 O.C/R). 1T ]50 b 390 b 430 b 890 b 1700 h 2T0 b 26011. 354 t. 740 b 3T41'x 720 8a 916 b >•14<216s 5603.S Ah O.C.1 R). 2} 780 b 7fi01h 780 Es 1670 3• 72461d 205 b 540 b 580 b WA 11201Dt 746 Ib BBD b 1882 b 682 b BBS b 1120 b 6 Mdiars ®2.71' Mn O.C. / R) 215 Anye Cip 112011a 1127 b 950 b 2251 b WA 840 Pot WA IOSB Its NIA 1310 b WA /022 b 1727 b 1080 b ONCHOK WWAW I T FWU IMtNI I-K.- (DIR ) X ! ANCHOR CAP., ::) _ANCHOR CAP. , l MULLION CAP.,,,,.,/ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: SESHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. S S SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 2 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. .125 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRR,'TKM SHOWN ON SHEETS 211,23• • • 30' • • • • • • • • • • • • • FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICA%NS. Hb O • • • 3.250' FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WQW SHALL$ PR T • • • • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL 70 BEAT 30' BAY LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.iS. OR 410 S.S. • • • • • • • • • • • • ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. • • • • • • • • • • • • • • • •• • • • • •• •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration onto 05/26/2021 By Miaml-0 • Product Control t 11111111/// UGEN,pF •- �(� � � �.*.: No. 58705 O STATE (V ",,'ONAL EN.�`• A LYtSIY4A L'" P.E. FL P.E.# 58705 w W W TABLEIBA ilWOion Capacky Table sm Opening Width (for mri®Nepannr9 MAWS) or OP9nelg Height ('ar h0r=t34-4arff ir6 mAora) SON Wen 70 k, BON Win 1001. 1 120E 140N 180In (4e tlrlpaa L-1*9 Tuprin'a9. Wain RrxtrgJa Lmde9 Tlapr'da9. Lffi9 ReeLnpla Lso39 irlplida9. Iradry Rl 4nRtr LasQ q Tr ✓T-w Loaft RWW oA. 19tln9 7faPRda19 latln0 flw Wvda lm�v Tmni-l• IaadnO RleunWa ImdtV T-PMEaq. todro RKWULd r La�B T oTd. 9- lm3q RKbng" LcaArw TraWT n9. lmdr9 325" 45 DEG. AL BAY MU LL g n z g�> r r r �,B T011 cS S a a 1Sg d`K` ji2 3 g _r $ fc D "e 4i� a` T11i, TIM 1 r a z � r n a r r _r _r WIT 42M 1704 63 170.0 435 171.1 111 t70.0 111 110.0 BE 170A 508 170.0 9@ 170.0 11. 170.0 1116 170.0 521 170-0 12w t700 521 170.0 14H 170.0 521 IM.0 1735 170.0 521 1503 1871 17(LO 521 4aN 170,0 i06 170.0 524 170.0 B50 17a0 td4 170.0 992 17MD 63D 170.0 1123 170.0 6B1 17DO 1275 170.0 fill 170.0 1417 17f1.0 6e0 163.7 1437 170.D 6W 1w.3 1837 17I1.0 SW 122.8 1837 170.0 6B0 SOS15N 170.0 7Q 170.0 563 1]0.0 090 170.0 631 170.D 1016 170.0 ®/ 170.0 1185 170.0 773 INLD 1345 170.0 747 170.0 1484 170.0 750 147.1 1562 179.0 756 125.1 1552 1M.0 756 110.4 1552 170.0 756 SIN 1T0.0 797 170.0 812 1TD.0 956 170.0 891 170.0 111E 170.0 754 170.0 12T5 1R.0 D05 110.0 1w4 170.0 837 1552 1156 1700 658 1293 1455 170o 081 110.8 1455 170.0 B81 8T.0 1/55 1709 661 60in 170.0 US 170.0 7f11 170.D 1063 170.0 797 170.0 1240 170.0 SM 157.1 1300 170.0 9M 130.7 13D9 170.0 996 125.7[1247 103.5 952 1%9 13 982 1308 157.1 9ffi 78.8 1309 157.1 902 63It 170.0 970 1T0.0 745 170.0 1118 170.0 650 1829 1247 170.0 940 14ZS 1217 164.5 983 120.7 1247 1520 905 114-0 141.3 952 95.0 95.D 1247 1381 We $1.8 81.4 1247 135.7 91S 713 1247 1367 93S 68N 170.0 97{ 170.0 788 170.0 1189 1T0.0 W3 1184 11W 18i1 985 129.9 11W 147.9 945 115.4 11W 1365 928 1C3,9 12a4 916 56.6 11W 119-5 B98 742 i1W 118.1 SW 8{9 11W 178,1 BW C RM 161b 1010 /68.0 or 134.7 1010 144.6 859 1154 1010 1272 942 101.0 1010 114.7 W8 89.5 1010 105b W17 BOA 9W.B W7 873 1070 W.8 T85 57,7 1010 e7.e 7W W.5 1010 67.7 7B9 m 76N /]T.4 906 143.8 702 1145 006 122.0 775 95.1 W5 107.1 761 85.9 AM 95.2 749 76,3 SW 88.2 738 60.7 B23 729 573tM641,5 718 49.1 906 712 710 a29 906 70.f1 708 S >eM 127.1 061 1725 T54 1059 867 1125 7% 909 e81 BB.B 725 79A eel 003 713 70.0 6e1 01.0 703 83.6754 694 510 BBl 45.4 WillK343 39.7 $61 03.WM B2T 016 051 574 6a8 646 711 564 W., 5a V 51] 516 Sal 545 48.0 846 $0.9 537 41.4 47.0 530 343 519 21.5 6W 25.0 MB 36.5 507 70.1 500 55.8 5M 59.1 489 46.7 586 51.4 481 428 561 453 4a7]7.9 56B 41 .4 QB 31.1 5t• 381 470 78A 4� 24.] a80 27.3 566 26.7 1447 105h 47.9 449 489 405 %9 449 412 399 341 449 357 %3 299 448 31.7 357 25.6 4w 2a-B302 23.8 448 281 377 20.0 ]80 17.1 449 15.0 449 169 356�1* 44.1 t25 45.0 3aS %.W 425 57.9 379 ]15 425 RB 37327.0 425 29.1 367 24.5 425 282 382 221 425 24.0 35a 1a4 3W 15.9 425 34.9 364 35.5 ]31 29.t 76/ 29.0 221.0 364 228 317 19.4 364 205 313 17.5 ]W 107 30D 201 253 Z1.4 237 16.! 253 17.1 730 TABLE 16B Anchor Ca C Table ba 9vtaa'ala: 27k Colercfe 3.5k Cmc ADOW CMU FOW CMU PT 51bo0 Meal 91� Vr Sr79' Elea 7N' SS EYm a1D S1aa1 !72 teM Antler Type 1/6' t7co la6aam 1A' Eka L.fbmn na 11C Elea UI' m 1/4' Eke U6sm UOotm A9•eGdx Sneer (GS) 1 (W acme R33) (05 9ua e1G5) Anchor CAP Pattern! 2-1/2't z t z 31N r x-ur r 2-1rr r st c 2'D.4e D.sr 0.324 EeDe a: a ee mz EB e.anan in z 1 ,era• au too 1a r r 1-1rr u 1 N 1-1 r yr yr r to 11 er r erne 2 Aienaa 0 S' Mk C.C. I R) 2r<5 An* Cape 1(F9. 1) 3Wb 3Wb 450b 890 by 17Wb Mo. 2 2! 351b 7wb - 374b Tdl lha 1Mab 341b H2b SWb Apt9a Nin O.C. r (-1213 Male (Sp r 111, 2x 760 b 7W b 7W b 16T010a 25i5 b 540 b WA 360IfA WA 1120 b Toe Im W6J b tear b 0e2 b BBS b 1R0 b 4 a,, 0 Anch9n 271' 90n O.C.I QT 2x5 A191e Cap I (F9. 7J: 11201ha 1720 b 950 b 7246 b r26/ bb B40 b WA 1059 b w'A 1R0 b WA 1D221W 1>a b 1800 b FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 2: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESMIRTION&M-I0DWN ON SHEETS 21023. • • • • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 0 0 0 0 0 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFK:AtWIS' . H&:OYS41,14GR= -v • • FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. W� SHA1�84PRE,%4gE-TF TE4 • • - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063T5AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • n THE MATERIAL. #10 6 #12 ANCHORS INTO WOOD MAY BE STEEL- 16 J S.J. "410 S.S-, • • 000 • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • • • • • • • • • • • • • • • •• • • • • •• •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RNLHUK1 A4.117 A-1lacn1rvnarV- (DP ) X ( ANCHOR CAP.,� =ANCHOR CAP., MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED as complying with the Fbrida Bugding Cod- NOA-No. 17-0630.01 Expiration onto 05126/2021 * No 58705 _-01' _ ,-;)0 . TATE iF '•R� ORIDA..''GN � lr qA 'ASLrYNNNJ LFFZ,tP.E. FL P.E.# 58705 ,.DOO• r- , 25" 2D00' 126' 11- 1' X 2' X .125' MULLION BW3-TO ALUM. XSECTION {-I �A 25 STANDARD CUP 6063-TS ALUM. 2. i ' XSECTION 11 -.1zs• q 5.500' COT HERETO .37$" .375" 3.125'-{ _CREATE FCLW, SEE MN. MIN- - -------DETAIL F. SHEET4 --------I I A L-_-_____STANDARD CLIP 6063-T6 ALUMMUST LIE TOPMEW DPRY. BEE SHEETS 5-17 FOR THE ANCHOR O.0 DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 11:6'. 5.375• .375 MIN. MIN. ----- I I [ I I I B I I I I I I I 1 I I I - J I C OFFSET CLIP 6W3-T6 ALUM .125 I TOPVIEW V X 275' X .375• MULLION 06 63-TB ALUM. XSECTION { { T -T I 2.125' ULLIP SOMT6 ALUM. X-SECTION 125" I 1 .740' F•� r A 1U-CLIP ..,.T6ALUM. TOPVIEW Z NTEROF ANCHOR LE MUST LIE HIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER i 1116 . TAR[ P R 1' X 2.75• X .650' MUWON 6063-T6 ALUM. XSEcnON W ANGLE CLIP 6063-T6 ALUM. 2 XSECTION 125' .375'MIN F- FDAMSX. -- --- 2x5ANGLE CLIP 6063-T6ALUM. TOPVIE'NHOR HOLE MUST LIE WITHIN THEARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR MWETER - V76•. -- - Mull Dimension (sheet AT) PGT Part 11 Mullion Std. Clip LIAxtGip ULYip Angle Clip 1" X 2" X.125' (5) 66W5 666113M SM1118M 666243M 666511 M 1" X2" X.375- (6) 666OD6 666114M 6661119M 666244M 688512M 1' X 275' X.375" (7) 66607 666115M 6661120M 666245M 666513M 1'X2.75-X.657(8) 666DB 686116M 6661121M 666246M 666514M 1' X 3.125- X.500' (9) 411 6M -49 42�1 15M 1.25 X3.188" X.26S (12) 1M 11i 66Q1l jM 0411h 66B516M 1.26" X211" X.125" (18) D j 9 •wR • C L41A �68517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. •• ••• ••• ••• • • 2) SEE SHEETS 5-9. 12 8 18 FOR SUGGESTED, APF1.hOXIMATE••HOI-E LOCAftNS 8 ANCHOR 0t. D: TA:CEP 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION "DS. • • : • : • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE A Dimension Value On) For Mullion: A 1.625 1" XZ X. 125' Aluminum Tube Mullion B 2 65d C 0.895 D 0.740 A 1,125 1' X 2" X .375' Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1' X 275" X min .375 AlFIN Tube MI Non B 3.000 C 0.757 D 1.118 A 1.312 VX2.75"X .650' Aluminum Tube Mullion B 3.000 C 0.476 D 0838 A 2.000 1" X3.125' X 507 Alum Tube Mull B 2837 C 0.853 D 1.137 A 2.625 1251X3.IW X.2W Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1.261 X2.11• .121" Alum Tube Mull PRODUCT REVISED as c-PiYing with the Fln tda Building CCoodde NOANo. 17-0630.01 Expiration Date 05126/2021 By Mlaml-� Product Control ........... 1?CENSF • . �( * : No.58705 44/ TE �i FS •'• FLORIDf" �4� IA'd.E- FL P>705 125'X 3.25' X .100" 125" X 3.25' X .624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM XSECTION XSEc-nON 74(r n j-{ F.125 -•i 1--. 125 9R' .XI II .125' STANDARD CLIP ^Y 2.ODO" 6063-TU ALUM. I 2.125" 2.000' 2X5 ANGLE CLIP X-SECTION U-CUP6063T6 ALUM. BOBS-T6 ALUM. N .125• I X-SECTION XSECTION .125 U U) N O 1" X 4" X .375 5.500'� T-MULUON CUT HERE TO 6063-T6 ALUM. .375 3.125�•j CREATE FLLIP, SEE '�5" XSECTION MIN I DETAIL F. SHEET 4 1.250 I I I I I I I I I I I I I I I I I I I I I 1 I I I I 2.875� I 1 I I I F I 3.94' I I I I I I I I I I I LL .100' I I I I _-____J I --------- 624• rt STANDARD CLIP -J- CENTER OF ANCHOR HOLE MUST LIE 6063TG ALUM. -1 .520' h^ WITHIN THE DASHED BOUNDARY. SEE TOPVIEZ^! 1.25' X 3.94" X SHEETS 10A7 FOR THE ANCHOR O.C. .624" MULLION DISTANCE. MAXIMUM ANCHOR HOLE 6005-T5 ALUM. DIAMETER: ANCHOR DIAMETER ♦ 1N6". XSECTION 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 + 1116'. .375 CENTER OF ANCHOR HOLE I MUST LE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM I ANCHOR HOLE DUMETER ANCHOR DIAMETER - 1716". U-CLTP 6063T6 ALUM. TOPVIEW TART F r` 2161'.-JVALU .375'. LL __ __f __•____�.•.,I1II • •• I.375' Q3-MIN .125'LION1252.?SO30* 50'4SBAY M3W BAY MLL I-6083X-SECTIONX-SECO•OFFSET Cltl• •••• •• • 4 4 .125• •ee•1�-Te ALOW•. G PVIEWa2s• -.ser28"1 i .2-981•--740• •• •• •• 4 • • • • • • NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1C, 11. 13-15. 19 8 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• •e• ••• ••• • • • • • • • •• • • • • e• •• •• • • • Dimensln Value (In) For MWllw F 3.687 1' (4" X G 1.000 .125• Aluminm H 2.680 1 3.000 Tube Mullion F 3.187 1•X4•X G 0.757 .375 Aluminum H 2430 1 3.000 Tube 8 T F 2250 12S X 3.25' G 0.750 X.100• Alurnm m H 1.500 1 3.250 Tube Mullion TARI F C CnNT Otmenslon Value (In) For Mullla0: F G 1.938 0.500 1.25• X 325' X.624' Allanllem Tube MWI n H 1 1.438 3.250 F G 2.625 1.125 1.25' X 3.94" X.624' Aluninum Tube Mullion H I 1.500 3250 F 2.813 30'B 1. F 2.875 45' B Mul 2X5 ANGLE CLIP g L,'O s,( 60833 ALUM. � mC TOPVIEW 1 1- PRODUCT REVISED as compV with the Florida tlulldhg Oode NOA-No. 17-0630.01 expiration Data 05126/2021 BY Mla ade uct Control IR` E O U z ..111111111 //�, Mull Dimension • fleLll• POT Part Mullion Sid. Clip Offaet CN UClip M91e Clip •1' 125' (10) 69364 W6111M 6MI122M 6OW41M 666518M •1•XM' X.3ib" (11) 68810 686112M W61123M 686242M SM19M X X. S (11) 125- X32S X.10W (13) 12T X3.2T X.e2e (14) 8t1853 201O 20312 2016120316 6MOI12M 8681127M ON1128M 6691123M eee1124M MB1125M 688242M 6602410M S662411M 666619M 6665115M W0116M 12T 20182 Be6i7M 22e1126M 690241M 866517M 300egrte (19J• 88849 WA WA WA OW110M ( ) 86650 WA WA WA 6685111M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • * :• No. 58705 •.• a = r 0' s6rrEo NZ 10NAL E?G�� o: o A. LYNN .0 LLER, P.E. O FL P.E.# 58705 Mull Dimension (sheet #) PGT Part Mullion Sid. Clip U-Clip Angle Clip 2' X 4" X .25" (16) 66602 666261 M 668271 M 6665112M 2' X6" X.25" (17) BB604 666262M I 666272M 6665113M rt STANDARDCUP 606346 ALUM. 42.000,k.1 X-SECTION NOTES:1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 90 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 5 ram• CUT HERE TO 3.500" CREATE F-CUP, .375 2.000' .375 E _ SEE DETAIL F. uiN r SHEET4 MIN. 4.000" .250^ 2^ X 4' X .2s MULLION 6063-T6 ALUM. X-SECTION .25D' r_______ I 1 I I I I I i I I -I-' I 1 I I I --- -I- I I I I I 3.4 I STANDARD OUP CENTER OF ANCHOR HOLE MUST LIE 6063T6 ALUM. V/ITH,N THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 18-17 FORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER • 1116'. CUT HERE TO �j -3.500' �-I CREATEF-CUP, ("-2'� .375 fL I _ SEE DETAIL F, MIN. r SHEET4 __ _______�. I I 6.0100- I I I I I I I i I I I I I I I I 1 I I I � I 1 I I I I I 2^X6'X26' MULLION j 606378 ALUM. I X-SECTION ------------ I--- U-CLIP I 2X5 ANGLE CUP 6063T6 ALUM. 80T6 ALU 2.125' XSECTION 2.000• I .125 L .125 I-5.000' 375' MIN. .375 I T_____________________I I 1 I I I 8' + 3.438" I I I I I 1__---_—_� aa3B• I I I I .375" MIN. L -CLIP, 6083T8 ALUM. /CENTER 2X5 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 6063-TO ALUM. R 7 X 4' MUWON SHEET 16 WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER + 1116'. SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER - ItI5". F nnn•- I .375 MIN. rY I I i .375' 5.438' _ 4.688' 5.438• I 5.438" • • •• • • • • • • • • ••• • •• • • •• • • • •• TANDARD CLIPL • • • • • 6C6 �III.UMC • • • • e063-T6 ALUM TOP VIEW • US FOR 2' X 6' ULLION HEET 17 • • • • TOP IEW • • • • • • • • •. •• •. • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 2X5 ANGLE CUP 8061T6 ALUM. TOPVIEW MIN. a U) Q ZI o 1, 3, G UJ Y j J U) Q ¢ O ZO -s( U — x i• PRODUCT REVISED as comprq with the Florida BuDding Codo NOA-Io. 17-0630.01 Expiration Dai 5/26/2021 13Y - Miam' a Product Control 1111IItA �,0a�p1.. L..... .375 MIN. 0� RID �"i/ �0NAL 1���' . - LYINfiI MlI IL -=P, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF .60.01-60.0 PSF. -SHEET 25. THE COLUMN USING ^ E NO ANCHORS N HEAD 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS-72' AND THE OPENING WIDTH IS 32"+32+1"=65'. REFERENCING g MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-1/4" AND WILL MEET OR EXCEED THE REQUIRED RECTANGULAR LOADING DESIGN PRESSURE OF +80,01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE -SEE SEE 1 FROM TABLE 3A, SHEET 7, THE 1' X 2.75" X .375" MULLION (LENGTH - 72", OPENING WIDTH = 7D") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD s a FENESTRATION DE7AttS, t NOT BE SUITABLE FOR THIS APPLICATION. cz PRODUCTS SHEETS APPROVAL sa FROM TABLE 4A, SHEET S. THE 1- X 2.75" X .850" MULLION (LENGTH = 72'. OPENING WIDTH - 7(o HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. � N 72' _ LENGTH—� E U 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE YJ000 SUBSTRATE. BOTH THE STANDARD CUP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. N Z U SEE S, DETAIL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL 7 SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE �- 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 8 IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/E0.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W o F ANC I NWINDCW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 0 Cn U ND ~ C —HORS 32 --I F- AULL w1DTH fi36 LES (60 PSF) X ( - 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE ae) OPENNG W'DTH 7P.7 PSF) s 7 Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A g �C 'C •� ld DESIGN PRESSURE OF+50.0/S50 PSF. r FOR THE VERTICAL MULLION: F- Q C 1) INITIALLY ASSUMING THAT A 1" WIDE MULO)N IS SUITABLE, THE MULLION LENGTH IS 32'+72-+1" 105' AND THE OPENING WIDTH IS 36'+36-+1'=73". REFERENCING SHEET 25, LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL Q Z 0 U) W 8 o ac THE COLUMN USING RECTANGULAR MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2: MULTIPLE MULLIONS FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .375 MULUON (LENGTH - 106', OPENING WIDTH = 801 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF LU 0- '2 SEE DETAILS, MULL WIDTH—+f- sHEM 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U FROM TABLE 12A, SHEET 16, THE 2" X 4- X.250" MULLION (LENGTH =108', OPENING WIDTH = 801) H!S A DESIGN PRESSURE OF+/54.7 PSF WHICH EXCEEDS THE REQUIREMENTS 1�' EL U) 0 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �O 'C 37 .SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38'+36+2"=74', NOT 73' AS PREVIOUSLY IT a IT FENESTRATION DETAILS, PRODUCTS SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR TH?_ADJUSTED OPENING. ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 2-4 THE 73- DIMENSION (35-12'+35-1lt"+7=73*). as complying with the Florida _ 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED Building Code NOA-No. '17.0630.0'1 CONCRETE HEADER AND SILL ARE 8" WIDE IF THE MULUON CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE WERTIAL L I USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GOES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER AND Expiration Date 05/26/2027 MUIDON � _ MULLION LENGTH SEE SEE THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. � By 3 DETAILS, DETAIL E, 24 SHEET 3 FOR THE HORIZONTAL MULLIONS: w Mlaml-f� de Product Contro OPENING SHEETS HEIGHT BECAUSE THE VERTICAL MULL WALL BE A 2' X 4' X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER FOR u' I ION n' �/ �/ MULLION TYPE COULD BE CHOSEN MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32'+72"+2'=1 DG. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDALITRIANGULJAR LOADING MAY BE C? 1)THE USED. FROM TABLE 12A, SHEET 16, THE 2' X 4' X .250" MULLION (0 LENGTH = 42", OPENING HEIGHT =120� HAS A DESIGN PRESSURE OF +)-170.0 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 REOUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' Z SHEE WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH I 1 I I I I 23 (4) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GOES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED L. 1 ' ANCHOR CAPACITY OF 521 LBS. �,� jAY LYIV/V 38', HDRIz. �� 34', HDFiIz 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTIC71j Ml1lU0� 11:E T;E ME (�10 • G tP521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR TH�REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE o `� C1�; • �10ENSF '• �C� '; z Q: •, MILL LENOTH MULL LFN j DPENING WIDTH FOR VERTICAL MULL CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GTIIEATER, AND j-IEREj(WE SUIT48LF•FO ANCHOR TYPE IS A #12 STEEL SCREW. • • • • • • • • • • • • r *.: No. 587D5 * • • • • • • • • THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: •• •e• •• • • • •• +1-64-7 PSF FROM THE VERTICAL MULLION; a _ �`� ' ,FROM r (j' +1-170.0 PSF FROM THE 36" HORIZONTAL MULUON ATTACHING TO CMU: +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION} STATE(- (C/ o T '•. <(/ �i '• ZORLDP. THE LOWEST DESIGN PRESSURE IS -1-U.7 PSF AND WOULD APPLY TO ALL OF THE MULUONS. •• ••• ••• ••• • • _ lCs • •' G\�: C7 i - VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PROO@CTS USEOAIMTH THIS MILLION SYSTEM. THNM LOEREESR5N PRESSURE, OF MULLIONS OR FENESTRATION THE FENESTRATION PRODUCT BE INSTALLED IN K ��S,�ONAL E? ra P•E. PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL D N PRE&URE REQUIRES THA*THE BOTMRiEWU&JOIPAND SPECIFICATIONS INTO ESgECTi j FttjSTM%T10NQ1kODE•CT ' O MULLION,, O A LvWIWA1LLi U FL P.E.# 56705 . ACCORDANCE WITH THE INSTALLATION jUBSIRATCS tND ••• • • • • ••• • • e e • • • • e s • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • jim,00., �I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALRRLANGULAR LOADING: r n� HINGED DOOR W > z Z N yN ° ryj W W O 0: W o a m m w 0 g z U LOADING OF VERTICAL MULLIONI. T O w8 �z H ¢ J m I. o F a z � G rn rn z ZN i^ a N W y0 Sp PW 0 a 9 `o W z Y 0 a� Q U) i Q Z O I 2 D N I SH/DH 0 a` m m L 4 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration pate 05/26/2021 I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By I MULLION ffllarnt ija a Product Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I 1 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I I t I SGO m m 001 S 4/ �'� ADING OF HORIZONTAL MUL I pW CONFIGURATIONS. L CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT ` ��0 N`( LYN1111', • BE DETERMINED. USE ` �.``,•�O •' EN ' • 't!//' • RECTANGULAR LOADING. `� P�,-' L� SF '•.Y�'� 3) SEE PRODUCTS' APPROVAL FOR * :' No. 58705 • • ACTUAL ANCHOR LOCATIONS. * _ • � ., sib - EN - ' •014DINOgF VE•TICAI• • • • • • :0 NG OF HORIZONTAL A.�L^(NNIMILL EY�� P.E. • MSLLIOM • • • • • • • • MULLION FL P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - ' •014DINOgF VE•TICAI• • • • • • :0 NG OF HORIZONTAL A.�L^(NNIMILL EY�� P.E. • MSLLIOM • • • • • • • • MULLION FL P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COUNTY :._:... MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qoy/economy CGI Windows & Doors, Inc. 10100 N. W. 25' Street Miami, Fl. 33172 SCOPE: .... This NOA is being issued under the applicable rules and regulations governing the use of cogs"Ctjon materials* The documentation submitted has been reviewed and accepted by Miami -Dade County RER-ProcAfct Control.Sgion to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdic$od (AHJ)' • : • •..:. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County roouct Control Section, (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resetyq $D'e righ4" have this! • product or material tested for quality assurance purposes. If this product or material fails tp.perfgrm ins he accepted';' •. manner, the manufacturer will incur the expense of such testing and the AHJ may immedia1Wy"revokF'm;iify, or ."' suspend the use of such product or material within their jurisdiction. RER reserves-6%*right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product► or material fails tq . meet the requirements of the applicable building code. : 0 0 0 *' This product is approved as described herein, and has been designed to comply with the Florida Building (: r&, including the High Velocity Hurricane Zone. 0000 DESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by A]-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control. Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall beconsidered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1226.05 MI,4MI DADE COUNTY i Expiration Date: August 08, 2023 bL'Iel2vi� Approval Date: February22,2018 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last rj;i.ed on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. 000 'ease' •e • .... B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FM.T.4S 202;94 •: • 3) Water Resistance Test, per FBC, TAS 202-94(+5@vG A F, sill.S-I pnly) 4) Large Missile Impact Test per FBC, TAS 201-94 •ase e 9 e e " 5) Cyclic Wind Pressure Loading per FBC, TAS 203'94': • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202; 94 e • �...:. Along with manufacturer's parts and section drawing marked -up drawings df atuiiinurrl ou4 w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.0f=dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE of C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5tn Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E - 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. ••.• G. OTHER ' . . . .... •....• 1. This file NOA revises # 13-0226.06, expiring 08/08/18. • • • • • • ' 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12'a�45ved b�I Ek. ••••:. .. .. .... ...... .... . ..... 2. NEW EVIDENCE SUBMITTED • • • • • • • A. DRAWINGS • • .... 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswir 4 Mor (L.".I./S.M.I.)",•' sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooc Cor95ratiolp daLd • • • • - - 01/03/13 and last revised on 02/13/18, signed and sealed by Javad A a1d; P.E. • :....: B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E - 2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their `'Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS Statement letter of conformance to FBC 611 Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. E-3 . . .... ...... ...... .. . .... • . 0. ...... . ...... .... . ..... ...... . . .... . .. .. . ...... . . . . ...... orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LOES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHAM BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 6' ANN. GLASS 3/16- HEAT SIREMD GLASS .075' Saflex CP Wlth PET Core .075- Saflex CP With PET Care By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090' Saflex Clear And Color Gloss .090' Saflex Clear And Color Close NNTERLAYERS By 'Eastman Chemical Co' INTERLAYERS By 'Eashnon Chemical Co.' .090' SentryGlos .D9O' SentryClas By Kuroray America, Inc.' B)' Kuroroy America, Inc.' .090' Trosifol PVB .090' Troseol PVB By 'Kumroy Americo, Inc.' By 'Kuraray America, Inc.' 3/16- ANN. GLASS 3/16- HEAT STREWD GLASS SILICONE SILICONE DOWSIL 995 DOWSIL 995 DOWSIL 699 - DOWSIL 899 WW GE-1200 WW GE-1200 ca \ / 38 O \ / \ 53 AT 1/4 POINTS \ 53 AT 1/4 POINTS GLASS TYPE 'A' GLASS TYPE 'B' 7/16- OVERALL LAM. CLASS 7/16' OVERALL LAM. GLASS GLAZING OPTIONS INSTRUCTIONS • • • • • • • • • • • USE OWUS AS FO•DW'•. • • • • • • STEP 1 DETERMIRE DESIGN RINDQOM RPOUIRINAEM S LED • ON WIND *LOCRY, !L"- HER.FfTPWINR ZONE • • USINGPAPPUCNOUPACE 74MNDARR. • • • • STEP 2 FOR SINGLE (X) AND DOUBLE ()X) DOOR C&PACITES SEE SHEET 2 STEP 3 FOI;fjDEL1=E•PeNEL (0)•CjPf%SjXSHEET 3. • • STEP 4 FOR SIDFIDE•COMBINATKIN•NFTH DOOR • • • • S!L•MULLION•CAPACITY CKAFT" ON SHEET 4. • • • • • • • • • • • • • • • STEP 5 1VE LOWEST y/rUE RESULW FROF`!JEPS 2. 3 • • • Mrs4 SMA 4APPLY TO EWIRE SYWM. • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Data 0808i2023 Br Miami-D'ide Product Control DOORS/SIDELTTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. W. FES 1 5 BID � , _ � g =SY No0592 drowing a no. 3/16- TEMPERED GLASS 343/16 8- AJSPACE EALED GLASS Intedayer Gear And Color Gloss astman Chemical Co.' 16' HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 i XL EDGE SPACER ST. STEEL BY 'CARDINAL'OR DURASEAL BY 'OUANE%•OR /SSUU(PER SPACER BY 'QUANEX' KODISPACE 4SG TPS BY 'KOMMERUNG' /4 POINTS GLASS TYPE 'Cl 1' OVERALL INSUL LAM. GLASS /16- TEMPERED GLASS 3/8- AIR SPACE 3/16- ANNEALED CLASS .075' Intedayer Saflex CP With PET Core By •Eastman Ch.mieol Co.' 1 3/16' HEAT SiTiEN'D GLASS SILICONE DOWSIL 995 �GOV/SIL 895 DE-1200 z 12 1 \ n } XL EDGE SPACER Sr- STEEL BY 'CARDINAL' OR O \ DURASEAL BY 'OUANEX' OR \ / SUPER SPACER 13Y 'QUANDC / OR / KODISPACE 4SG TPS BY 'KOUMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS .00 • • • • • • • • • 000 • • • • • • • :0: • .00 ... .. 000 . . .. •• ••• ••• ••• • • . . . . . . . .. . . . . •• •• •• • . • ••• . . . . .•. . . s • • s • • • s • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16' TEMPERED GLASS 3/8' 'AIR SPACE 3/16' ANNEALED GUMS .090 SCnby(7as r INiERLAYERS-{r By Kuroroy Americo, Inc.' L Troe'ifol PVEI By ' By Kuroray America, Inc.' r-3/16' HEAT STREN'D GLASS DOWSIL 899 GE-1200 — \ 12 \ XL EDGE SPACER ' OR STEEL BY 'CARDINAL' o \ DURASFAL BY 'QUANDf OR \ / SUPER SPACER BY 'QUAND(' \ / OR / KODISPACE 4SC TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'C3' I' OVERALL INSUL LAM. GLASS U nl � C n rn n 0Ow O ~ C N 30 n d a 3 � zJ W 3o_R per.. PRODUCT REVISED 5 s complying with the Florida m 6ullding Code ItOA-No. 17-1226.05 Expiration Date 08/08/2023 - 671- mia j' act ntml - / mo c ```\j11tt1111111AAAA'i n ........ - ��AH FIB 1 5 1919 , At a g -� - OF :��� drawingo no� �.. Sn. •• "•.'��.�� W13-01 42• 2 ANCHORS 81 1/2- DOOR FRAME WDTH TYPE A', S' OR'C' DOOR FRAME WIDTH AT STILE ENDS 6• MAX. 3^ 3' 6' 3' SEE CHART FOR QUANTITY HEAD/SILL HINGES HEAD/SILL �����qq\;; HINGES CORNERS I'I I_I SEE NOTE -CORNERS I �- SEE NOTE A JI II' � II^ BELCW BELOW I I A C /I u 1 1 J/ II t l n a io II n II \ II \I I\ 1 II A II \ 1 HaZ II \ I I 1 I A ACTIVE - J 1 � B 28 1/4' D.L. OPG. 2 ANCHORS TYPE 'B' AT STILE ENDS / 1 FLU $111, BOLT C / i DET SEE 34ET I I o 3 POINT LOCK i SEE SHEET 10 1 __ II \ If \ 1 /il 1 1 u ACTIVE 1 NAC TYPICAL ELEVATION ( X ) DOOR OPTIONS �w K YI 28 ,/,• � 28 ,/,• D.L. OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( XX ) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSP CLASS TYPES 'A'" '8'. 'CI-. 'C2- k 'CS FRAME WIDTH (X) WIDTH (XX) HFJGM LEAF WIDTH WIDTH THRESHOLD TYPES LOCK SETS INSUL CLASS SPACERS STD. ADA SCH CC eLDW CXL KOD QUAN 37-1/4' 72^ 96' 50.0 70.0 60.0 80.0 .O 80. 42' 1 81-1/2' 1 96' 1 39-3/4-1 80.0 70.0 80.0 80.00 70.0 4?0.0 4 Sao.0 1 • -• LOCK SETS: SCH = SCHLAGE CC - COPPER CREEK BLD - BALDWIN eGLAS1 INSULATORS: / n*-- CARDINAL XL ODe= KOOSPACE NOTE: • • • e • e • • UAN - eOUANEX DURASEAL VERIFY COMPLIANCE %Y" EGRESS LIMITATIONS WHERE REOUIREE? • 000 • e • • • • • OUANEX SUPERSPACER NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING • • • • • 000 • • • • • NOTE: PERIODS OF HURRICANE WARNING. DIM GLASS CAPACITIES ON THIS SHEET ARE • pOO 1�--I 0 �0 • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) a DrmL.O �0GH-ra= FI;-E HEjHT -• 1�qj,t e • AND FLORIDA BUILDING COMMISSION • DIL.O. 0WH (X DOODS)=eFF.AME WIDTH*- 63.76' DECLARATORY STATEMENT DCA05-DEC-219 *D.LO.'AIDTH (XX DOORS) 0 (FRAME WNTH - Les)/2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD ANCHORS OUAMlTY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C• T/4 4 4 4 3/8• 6 6 6 1/2• SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL HINGES: 4' X 4-1/2" BU1T HINGES TOP AND BOTTOM HINGES AT 6-7/8- FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35• LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35. LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) FEB 152018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Eye no. ng Expiration Date 08/08/202301 D.L OPG. TYPICAL ELEVATION n 1 SMELUE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME CLASS TYPES 'A', 'R•. 'Cl. CLASS TYPE •C2' GLASS TYPE 'CS WIDTH HEIGHT EXT_(+) INT.(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) 30" 33• 36• 37-1/8" 39' 42• 84' 80.0 80.0 80.0 80.0 80.0 80.0 Bolo Bolo 80.0 80.0 80.0 80.0 Bolo Bolo 80.0 80.0 80.0 80.0 80-0 80.0 80.0 80.0 i0a Bolo 80-0 80.0 80.0 80.0 Bolo Bolo 80.0 80.0 80.0 80.0 80.0 80.0 30• 33• 36" 37-1/8• 39' 42- 9o• BO.o 80.0 Bolo 80.0 80.0 00.0 Bol o BO.D 80.0 BO.0 80.0 80.D 80.0 Bolo 80.0 80.0 80.0 80.0 ..a Bolo Bolo Bola 80.0 80.0 80.0 80.0 80.0 BO.O 50.0 80.0 - - 70.0 70.0 80.0 80.0 30• 33' 3a 37-1/B• 3g• qy i SS• 80.0 00.0 80.0 00.0 80.0 80.0 Bolo Bolo Bolo 80 .0 00.0 80.0 8OD 8C.0 Bolo ROO 80.0 80.0 Bolo 50.0 Bolo INTO 50.0 Boloif - - 70.0 70.0 80.0 50.0 - - 70.0 70.0 80.0 80.0 165 1/2- MAX. 42• 81 1/2" SIDELITE WIDTH DOOR FRAME WIDTH MAX. , , � I --fir-- w I FWSL� J � i DETAIL / I sEE s 11 I SEE SHE`LTO 10 Y /_r LI O \ u - n / 11 \ Y Iv I a 1 1 I II ACTNE INACTNE i 37 1/8 28 1/4• 28 1/4- D.L OPG. D.L OPG. .L OPC. 4 ANCHORS TYPICAL ELEVATION TYPE 'B' C OXXO AT STILE AND % MULLION END'- SIDELITE OPTIONS CLASS INSULATOR LMITAT h5 FOR SIDE7_1TES WIDER ?HA.N 37-1 /8' ONLY. 90• & °6• Hf7GFIT5 FOR GLASS TYPES 'C2' & 'C3' OUANEX DURASEAL & SUPEJ7JCE% %01 AIVWW • • • • • FOR GLASS TYPE 'C3' • • • • • • • • • CARDINAL XL (LIMIT MAIL LOADS TO ±700 PSIk) • • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • 000 • • • • • • •2(y$ID51•EL(1vj,LiD..0•DIMS. • • • • • • D.LO. HEIGHT "FRAME 41EICHT - 1R.875• • • • D.LO. WIDTH i SI:EL7TE%DTFT - eo •STANdALONT SI.1-1SNL • D.LO. WIDTH = SIDELTLEo"DTH - 4e875 SI�LTTE TO.P0 O�.l,' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SEE CHART FOR OUANTITY HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 'A' 1/4• 4 4 4 6 6 6 1/2• FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 mw a0 37 1/8• �c�i o.L OPG. SURFACE APPLIED FALSE MUNDNS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SO. FT. U� Z ^- 3 0 • g � • IX IL C of z� a 01 A L a � � � OC Vq� O1L ei 00Ro 0 CI� S aF1y Q W j LL h IL ZO=O w o J mQ Quz H Li m � L 1 J - S 0 Ci oLLJ � 4 -O N c m -00 3 cZ�o 30 _ 0 :2 i2 U W FES 1 5 2018 L PRODUCT REVISEDas complying with the FloridaBuilding Code NOA-No. 17-1226.05 _"O 1 •' X. Expiration Data 08/08/2023 'T_E Il/ drawing no. �r �1 r��� W13-01 DESIGN LOAD CAPACITY - PSF I ST. WIDTH INCHES DOOR LEAF WIDTH INCHES I SIDELRE FRAME HEIGHT INCHES SIDELM TO DOOR I ULUON (SEE NOTE BELOW) ExT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 84 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 90 80.0 80.0 80.0 50.0 80.0 50.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 24 30 33 36 37-1/8 39 42 1 39-3/4 1 96 50.0 80.0 8D.0 80.0 80.0 6C.0 78.3 78-3 77.2 77.2 75.4 75.4 72.6 726 SMELTTE TO DOOR c i E DOOR DOOR FRAME SIOELDE SIDEUTE FRAME S7DELM WIDTH' WIDTH /i/i 'K i \ WIDTH WIDTH WIDTH / H J DOOR DOOR / \ C N \ K / (xD)) (oxo) (x0x) (Ox) SIOELRE DOOR FRAME SIDEUTE DOOR FRAME SIDEUTE WIDTH WIDTH 'oil 'oil LN 11. 1 o- MULLION { Oxx ) DOOR STILE END ANCHORS l xx0) END ANCHORS SEE SHEET 3 SEE SHEET 1 WIDTH WIDTH WIDTH ( Oxxo ) NOTE: I GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) NOTE: • • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 o W FOR DOORS CAPACITY SEE SHEET 2 I` FOR 5 DEUTE CAPACrr1ES SEE SHEET 3. • • • • • • • • • FOR SIDELTTE MULLION CAPACITY SEE CHART ABOVE • •• • • • • ••• • ``\t11U1u11r1jh7 LOWER VALUES FROM DOORS, SIDELITE. DOOR/SIDEUTE. OR DOOR/DOOR MUWON CHART WILL APPLY TO ENTIRE SYSTEM. �A"'UOENSF ."•• PRODUCT REVISED t44.70592 I g. as complyying with the Florida FEB 1 5 2018 wilding Code •• ••• ••• ••• • 17-'1226.05 A • s • • • s s •C-xplration Data OW08 �023 VA2TA OF .� ` drawing no. • • • • • • • • • • 1 • • • • • • Illfia t-Da roduct Control AL 1L����\` sheet 4 o113 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DW. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING NCRL 11�'er III O 49 I POURED B HARDENED HIGH STRENGTH GROUT I'c - 5 D00 PSI MIN. NOT BY CGI WINDOW MUST TRANSFER SHEAR LOADS TO STRUCTURE I 41 LOAD BEARNG J9 i 10 (SOLID SHIMS OPTIONAL TO GROUn Q , ' TYPICAL ANCHORS . ` EDGE DIST SEE ELEVATIONS FOR SPAGp,G SW'DARDTMIRSFIOID APPROVED FOR WATER INFILTRATION RESISTANCE •• ••• ••• ••• • • i• SAD ADA 0 ♦,,'' • • • • NOT P W TER:1.9LTRAy�yv RtSISTAA� DOOR DETAILS UMfT W4L DESIWq LOADS T% t70.0•P • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expimtlon Date 08/08/2023 By-- Mialhi-D?Q2'Product Control FEB 1 5 1018 Po ai I , I : -L a iffy' WOOD BUCK SEE NOTE SHEET 1 41TYPr-AL WOOD BUCK EDGE DIST.. STRUCTURE °CONCRU OTE SHEET 1 - ,TYPICAL ANCHORS HORS SEE ELEVA710NS ONS FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS. SEE ELEV. FOR SPACING TYPE 'A'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) MIN LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN- PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4- MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'B'- 1/4" DV. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) MIN LENGTH = 2-3/4- DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8- THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PIATSD OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2- MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4- MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS is - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. •• ••• • • • • • •• • • • • • •• ••• •• • • • •• TYPICAL ANCHORS •• ••• ••• ••• • • • • • • • • • • • DQOR DETAILS ••• • • • • ••• • • Is ••• • • • ••• • • L9 METAL------------------- � � STRUCTURE jI MNMI-OAQE COUNTY APPROVED URI1 11 Z m m USEE SEPARATE NOA O Z y/ Y W I I � p ------- Q __- O W O my tw IO,�iN� O TYPICAL ANCHORS ofO SEE ELEVATIONS C IL 0 FOR SPACING d It z QWEg4 wN o n J 0 < Qwai: PRODUCT REVISED as complyhg with the Florida q` al5 Bunding Code NOA-No. 17-1226.05 I _ a Expiration Date 08/08/2023 By Miami' -Dad roduct Control ww FEB 1 5 1018 `\1,,11111T1u,,y i a`9 ..!�'Ri 11 SETA 0 4V drawing no, 11 t r �u 3/8- MAX. 19 2 2 O , /2. MAX_ 111 o C LOAD BEARING SHIM 'Y LOAD IMINC 3�1 242 SHIM ,BY WOOD BUCK Q 41 fi OR 1 • SEE pp1E SFiFFf 1 Q p 3 4 --ACTIVE LEAF-- -_ F WE 2 N a TYPICAL ANCHORS Q IL < 2 39 SEE ELEV. �' O O ` o U TYPICAL ANCHORS FOR SPPDfNC a W h SEE ELEV. FOR SPACING d Q O t 49 39 rr IV O>A 7 W a R S m O O I I 0 ILO gA 00rj 3 36 35 7 3 ] 33 47 l a 4 �j'I W? 0 n D.L OPG. J z m g W METAL EXTERIOR Q w m i I - STRUCTURE O LEAF WIDTH i r DOOR FRAME WIDT•i = Lj C O o f/2' MAX. ING ,9 2T E �V 1/2 LOAD 2 SBEARs O HIM © LOAD BEARING n CONCRETE -OR 4t ©op , 4 2 SHIM O N n i MASONRY _ —ACTIVE LEAF _ _ iNACI79E LEAF BY WOOD C Zi TYPICAL ANCHORS — J9 14 _ - — _ W STRU RE " 3 C, = R SEE ELEV... _ SEE Y37E EET 1 O J FOR SPACING _ ,7f lU -:2 49 _ I —1 1 y 49 S 7 7 W 3fi 75 34 7 3 11 7 3 47 18 D.L.OPG. TYPICAL ANCHORS 11 4 4 18 7 11 _ D.L OPG. SEE ELEV. 3i35 FOR SPACING ? a U a'"iLL W LEAF WIDTH EXTERIOR LEAF WIDTH 0 o $ DOOR FRAME WIDTH •• • •• • • • • ••• • `� �{'�4f"1 i PRODUCT REVISED FEB 1 5 7�0l p u comptying with the Florida [U18 Building Code NOA No. 17-1226.05 •• ••• •••� ••3 • : V ��_J • • Expirayon Dated 08/ L • • $TA OF •� y I drawing no. 3-01 • • • : • Wlie • 1•f`1ct con o • 290R DETAILS '77AS,�1Y l � � sheet 7 or 13 ilnnnl ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •EDGE•D15T.' °CONCRETE. CONCRETE. kin v I 10 3 S S M � � CCNCFtTE. I v e EDGE .DIST. • a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MAX. BEARING O 3HIM - O MATING JAMB FASTENERS •• ' FOR LOCATIONS 45 CONCRETE s 15 3 SEE DOOR JAMB ON SHEETS 2 h 3 SPACING OR '' I MASONRY. r L O L D.L. oPc. TYPX'AL ANCHORS SIDETJIE WIDTH 4. LONG SEE ELEV. • • • • • • FOR SPACING •• • • • • • FRAME WIDTH 1 • • • APPLY ANT SMMAATI •• • • • • • • • BEFORE G ••• •• • • • ••• ••• ••• ••• ••• • •• NOTE! SHIM TO METAL OIICTURE AT JAMBS TO 3/8* • • • • • • • • • • SIDELITE DETAILS ••• • • • • ••• • • • • • • • • • • IS NG PRODUCT REVISED as complying with the Florida Building Code MOA-No. 17-1226.05 Expiration Date e00810812023 By Miami 7a roduct Control EXTERIOR LEAF WIDTH DOOR FRAME WIDTH 42" MAX. SINGLE (X 81_1/2- MAX. DOUBLE C i J 0 O CJ Q W D =N _ ; NM I 0 d € EZJn a U 05 d ��'• 'cKENSf ••.• % a n FES 1 5 sz = .. E. (i,. drawing no. II w i 3-01 II ITEM PART No. QUANTTT'Y DESCRIPTION MATERIAL MFG. / REMARKS ___2 T-----_-------3 DUMMY _H-6 71 ACTIVE LEAF �__1 INACTIVE LEAF5AL-198 1 AL-189 AS REQD. FRAME HEAD h SNl 5063-TS KEYMMK / S4PAr�-____ AL-190 AS REOD. FRAME JAYS 6063-TB KEYMARK / SAPA IL w V p of e1 C C 0 6 O .R I Q m I, Z ry _ Q mLOCK LL J i 1mr1 Q w Q '" Le f r AL-196 AS REQD. SIDEUfE HEAD h SILL 6063-T6 KEYMARK / SAPA 4 AL-197 AS READ. FREE STANDING SIDEIITE JAMB 6063-T6 IO:YMARK / 9APA AS READ. MATING SIOaJITE JAMB 6063-T6 KEYMARK / SMA6 AL-193 AS READ. PANEL TOP h BOTTOM 6063-T8 KEYMARK / SAPA - _ ii_ LIIJ 7 ALC, AS REQD. PANEL VERTICAL STILL 606}-T6 KEYMARK / SAPA - - - 8 ILL-199 j AS REQD. SHEAR BLOCK 6063-T6 KEYMARK / SAPA 9 AL-191 AS REQD. FRAME HEAD k SAL SCREW COVER 6063-TS KEYMARK / SAPA 10 AL-192 AS REQD. FRAME HEAD h SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA OPERATION OF DEADBOLT J1 (WITH KEY FROM THE _-_-_ EXTERIOR OR THUMB7URN EXTERIOR I I __ FROM THE INTERIOR) �_i___- , ACTIVATES THE THREE-POINT L___—__--__--_-- REGARDLESC SS OFMLOCK SET OPTION INSTALLED. SECTION AT DEADBOLT LOCK 31 IFAF IILNGIiVE IFAF 11 AL- AS REQD. GLAZING BEAD (7/16' LAM.) 6063-T5 KEYMMK / SAPA 12 AL-123 AS REDO. GLAZING BEAD (1.000' I.NSUL-LAM.) 606.T-TS KEYMARK / SAPA 13 AL-200 AS REQD. SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL-195 AS READ. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063-TS KEYMARK / SAPA 16 AL-540 AS RE00. SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA 17 HD-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL OPTIONS) METAL cGi PROPRIETARY LE �1 00 'O InACTIVE a C O ~ N a 0 u] � 2 3:N rMj i Z n i 3 o g n CD O :5 F 78 HD-1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL USED BY ALL OPTIONS) ALLOY. STEEL CGI PROPRIETARY 19 HD-5455 PASS AS READ. LEVER LATCH LOCK AT ACTIVE PANEL DUMMY LEVER, AT INACTIVE PANEL DEADBOLT (THUMBTURN), AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HD-5455 AS REQD. 21 HD-8231 AS REQD. 22 J1O TOR605 AS REQD. LEVER LATCH LOCK. AT ALINE PANEL DUMMY LEVER, AT INACTIVE PANEL DEADBOLT (THUMSTURN), AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 00 TORS05 AS REQD. 24 JD60 AS REQD. 25 HD-34-10176 0.S REQD. LEVER UT(J1 LOCK, AT ACTIVE PANEL DUMMY LEVER AT INACTIVE PANEL DEADBOLT (THUMSTURN), AT ACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK 26 HD-34-10118 AS REQD. 27 HD- OB2410 AS REOD. - _ - - _ _ - - 28 HD-537 AS REQD. LATCH LOCK STRIKE PLATE S STEEL - 28A - 2 /PLATE (8 X 3/4' PHA. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 29 HD-538 AS REQD. DEADBOLT STRIKE PLATE S.STEEL - 29q _ 2 /PU7E /e X 3/4' PHP. FH SACS (STRIKE PLATE ATTACHMENT) S. STEEL - 2 EXTERIOR SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. REVISED \\\ 1111ifill,N with the Florida Code- i7-i226.i15 : y®�.•' N`'• Date 0 8/2023 -` % FEB 1 5 1018 - a ro uct Control - •' �� • :(/�� . '''ssIol 11111\1' ``\ 30 HD-536N AS REQD. LATCH LOCK STRIKEPLATE SHIM NYLON CGI 31 — HD-390P AS REQD. LATCH LOCK do DEADBOLT STRIKE PLATE TRIM NYLON cm 32 HD -STRIKE BOX AS REQD. LATCH LOCK 8 DEADBOLT PROTECTIVE DUST BOX NYLON CGI 0------------ o O G � glg W p 33 HD-525-9-REV 2 /LOCK MECH. BOLT LOCK ASS13ABLY S STEEL CGI 33A H0-5J3C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP k BOTTOM) CAST (ZINC) C',I 34 HD-CH-108 4 /LEAF 4-1/2' x 4' HINGE ALUMINUM CGI PROPRIETARY 35 HD-ABBOO-US32D 4 /LEAF 4-1/2' x 4' HINGE BRASS HALER 3fi HU-A8800-US 4 /LEAF 4-1/2' x 4' HINGE S. STEEL FN GER 37 13/8'-16 ROD 2 /LEAF e3/8--16 FULLY THREADED ROD (ZINC PLATED) STEEL 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS REQD. .157- x 320' ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD s SILL PVC - 41 HD-12-10042 AS REQD. .350- REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY lo` e F� o 8 e ri o 42 WS-32011 AS REQD. FOAM-1TTE CLOSED CELL FOAM COMPRESSION SEAT - AMFSBURY 43 HD -CLIP ANGLE 2 /EACH 2 x 2 x 1/4- CLIP ANGLE (AOA THRESHOLD TO JAMB ATTAZlRYE" 10 •iUMIt1�lY N 45 - - 3 /CORNER SEE ELEV. /10 x 1-1/4' PHP. PH. SMS. (PANEL k FRAME ASSEMBLY) /14 x 3/4' HH. TEK (MULLION ATTACHMENT) • • • •5. FEEL• •S. -• • PRODUCT as —Plying - • Buildirg -• NOA-No. -• • • Expiration - By o ,r c -- o` ; f drawing no. W 13-01 sheet 9 of 13 46 8/HINGE . 4/CLIP /12-24 x 1/2' AMP. FIR. UC. THREAD FORMING • • •S. ITEE• • 47 - 2/EACH #6 x 1/2' PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. 48 - 1/EACH /10 x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSH90LT GUIDE ASSY.) S. STEEL 49 03/8'-18 NUT 4 /LEAF •3/8'-16 SERRATED -FLANGE NUT (ZMIC PLATED) STEEL - Miam 50 51 - Hp -DOOR SWEEP 2 /FLUSHBOLT 1/EACH Y 8-32 x 1/2' PHP. PH. I& (FLUSHBOLT ASSEMBI� DOOR SWEEP (OPT70NAL). SECURED W/ j6 x 1/2'•PIIP. PM. 8MS • •S. •TEE• AAiM�URi - S �:H 52 HD-34-'.0003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLl1G (AT DOOR FRAME ONL • • NYLON • - • 53 - 2/ LITE SETTING BLOCKS • • EPAR• OUROIETEp 80�6 SHORE A • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• •• LVGfN05111E m y.0 OCR �I O � I z 3 /STR/�G�L y ? J \ _ n II Pnr. ! !I Y 0.450.1oD1 • 1V 1' 11 1 0 m O 0 N NnoN wNsnee i! !!I 0 a ! IJS II 1 o.255 it i.7 Z SO co+ II i ii ; 5.5TEELSMPoit Q W W .v.ln rne� W m _ O 0.45(T I Qil' 1 IL I. ; NnoN wrsnr3t It ''' II 1 jlror nEx aoowrtn iI i ;; 1 J o m< II l I it 1 GC%:Hlf1G NUf y �L:; f � 47 Q W Ol f Ij i 0.�`-TIIE HT: 49.0757 '1 4 I1 i I c n I � N NYIDN 51kf C I M n EMLCIC ° 0 Ci U 03.5 S.5TM YMEII tr 3 r cn O 0 21 42at I � � CZ�n ® 3o it i I � Q O N ° it 'I 2 PRODUCT REVISED 3i I ! as complying with the Florida u O it Building Code '! 1 1 47 NOA-No. 17-1226.05 v i o 3 0 ! Doroou nex loco f o Expiration Date 08/08/2023 N9CWn1NG NUT i II I N N t IID`+Grn 347 1,By fi i I M' a Product Control o o = $ t 1t 11 �1 � I 'm o a $ up t li •• N j • o • c M jq • as `ttullurrrr 11 M I • • . �• • I ��.� '�,, it M • • o �pD,RH p ;1 I`tttt a i ° • F j • i • 1 • `` )P'uceNSF g 1 •• FEB 1 5 2018drowing no. = Na = I n s • • ': p 1 • e •. rit _, ��` �� L . . - • •��• 46 .. • • r�'i7%rSL ' I W13-01 UNLOCKED POSITION LOCKED POSITION • • - •• • �r rrlillllt4t sheet �0 of �3 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • �TRAC� 1 K11NATW)5T" UNLOCKED POSITION ,or LOCKED POSITION • R .cn.- w i I • •• • . •I • i • ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia i-Ds roduct Control NOTE: FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN. BOTTOM END SIMILAR) FEB 1 5 2018 7p- I OF bTh = -<L � drawing a no. I 1 it'�`�.� II W13-01 �i 3.025 .125 .750 1.590 .100 O DOOR FRAME HEAD/SILL F•9 6. 062 1.625 F-1.587 -^•� O FRAME COVER 1.625 062 10 SILL COVER 465 .075 O SIDEUTE TOP & BOTTOM FRAME t5 SIDELITE JAMB COVER 135 0�11-245 5 805 F--1.6. --i� 1.060 O 1a ASTRAGAL ADAPTER SHEAR BLOCK is DOOR FRAME JAMB 10 SIDEUTE FRAME JAMB O TOP & BOTTOM RAIL 5.500 �•I oeo 1.62a 1.440 4.495 O HINGE & LOCK STILE 125 1.500 II ,185 I 500 �•I F—.115 I^— 4.000 13 SHEAR BLOCK PLATE 16 SADDLE THRESHOLD 1.061 1 r.675 99� .050 .310 • ••f • • • • • • • f • r.184 • •4.0.0 • GI=SS• •STOP (LAM. GLASS) 1.465 .995 .062 ,050 70 - • • • : ® • • •—i .184 • •• •SIDELITE MATING IAMB • GLAS•S�P•OILL. LAM. GLASS) PRODUCT REVISED as plying with the Florida Building Code NOA-No. 17.1226.05 Expiration D2te08108/2023 sy Mia roduct Control FEB 15 2019AN r Y n g N 02 ®�•. � A OF � •�/�/ drawO W113-01 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS HOLE CAP MATING JAMB DOOR FRAME TOP & BOTTOM CORNER SIDELITE JAMB CORNER TOP & BOTTOM 46• 1 •/ • ' . . • • . IIII • • lenD E"G RFSH a •�• : • • f •ff • • • • • • • • • • • • • •• 6041, •• • • • •• •• 00 K ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS / p 3 SIDELITE MATING JAMB CORNER TOP & BOTTOM PRODUCT REVISED as complyyingg with the Florida `u Buliding Coda Noa-No. 17-1226.05 Expiration Date 08/08/2023 BY =un- Mia Product Con o 0 _ N 0 0 � to FEB 1 5 2018 ollAH''�,,� �qqyy 1 •� ��•''vGENs,�''"TO g • � 8 s 3 OF draw1ng no. W13-01 SIDELITE MATING JAMB CORNER TOP & BOTTOM PRODUCT REVISED as complyyingg with the Florida `u Buliding Coda Noa-No. 17-1226.05 Expiration Date 08/08/2023 BY =un- Mia Product Con o 0 _ N 0 0 � to FEB 1 5 2018 ollAH''�,,� �qqyy 1 •� ��•''vGENs,�''"TO g • � 8 s 3 OF draw1ng no. W13-01 M IAM 1-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of co"ction materials. The documentation submitted has been reviewed and accepted by Miajni-1Vt& Couhtp RER - • • • • ; • Product Control Section to be used in Miami Dade County and other areas where alidwed by tWA:i%ority • Having Jurisdiction (AHJ). 000 : • 6 0 * • ' •"' • This NOA shall not be valid after the expiration date stated below. The Miami naae County eproduct :....: Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami pgde Coup ty-reserve • • • • • the right to have this product or material tested for quality assurance purposes. IQDj%product•or naterial •; • • • fails to perform in the accepted manner, the manufacturer will incur the expense of a"tdSting *tcttWAHJ • • • • • • may immediately revoke, modify, or suspend the use of such product or material "414i&.their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade:Coun;y Product Gontrol • • •.: • Section that this product or material fails to meet the requirements of the applicable tuilpig coder • This product is approved as described herein, and has been designed to comply with the FloriVa•Be�ding • • Code, including the High Velocity Hurricane Zone.- "" DESCRIPTION: Series "CA-740F Fixed Casement" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details - LM", sheets I through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT• The NOA number preceded by the words Miami -Dade County Florida and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0629.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIFDADE COUNTY ...• NOA No. 17-0614.15 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.11) 2. Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details — LM", sheets l through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. ' • • • B. TESTS 1. 2. •.•••• Test reports on: 1) Uniform Static Air Pressure Test, Loading panFM, TAS 242-94 2) Large Missile Impact Test per FBC, TAS 201R94•• ;.•.;, • 3) Cyclic Wind Pressure Loading per FBC, TAS'ZQ3-94 along with marked -up drawings and installation diagram of a Pe, j�ding �*asa door, • a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS . • spacer system, Duraseale spacer system, Super Spacer® NXTT4 spacer system wd XL .. •.:0 EdgeTM spacer system at insulated glass, prepared by Fenestratipn 'Acting 1! aboratory, ; • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8990, 'dates: llnk/15,' 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,*P.If. (Submitted under previous NOA No. 16-0629.22) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740F aluminum fixed casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5111 Edition (2014), and with FBC 61h Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Man , P.E. Product Con rol Ex iner NOA 614.15 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/29?% expiring on 07/04/18. 0000 ..0009 F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 E0itien (2014)..� with• • FBC 6th Edition (2017), dated August 29, 2017, issued by maflhfacturer,'signed and* •: • • ...... . • sealed by Anthony Lynn Miller, P.E. • • • • • • ..... 2. Statement letter of no financial interest, dated June 9, 2015, 4j4u 4•by manufacturer, • •, signed and sealed by Anthony Lynn Miller, P.E. : ....:. 3. Proposal No. 16-0125 issued by the Product Control Section, d;ted March 0: M 6, • signed by Ishaq Chanda, P.E. ' (Submitted under previous NOA No. 16-0629.22) G. OTHERS 1. Notice of Acceptance No. 16-0629.22, issued to PGT Industries, Inc. for their Series "CA-740F Fixed Casement" Aluminum Fixed Window - L.M.I. approved on 08/11/16 and expiring on 04/11/18. C Manuel P I P.E. Product Control xa iner NOA No. 1 - 614.15 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E - 2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MLAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7063, 3579. 3580. 3724: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA, ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E13DD-04 •ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 6-10 RATED FOR LARGE 8 SMALL MISSILE IMPACT RESISTANCE fi0' WIDTH LE 53' VISIBLIGHT WIDTH (DLO) B, SEE SHEET 2 A fiI VISIBLE I LIGHT / HEIGHT (DLO) 23' O.C. MAX. IF HEAD OR SILL IS 6T OR LESS. 4' MAX 19" O.C. MAX. IF JAMB IS OVER 60'. A, SEE SHEET 76' HEIGHT 23' O.C. MAX IF JAMB IS 60' OR LESS. I 19' O.C. MAX. IF HEAD OR SILL IS OVER 60". TYP. ELEVATION OF FIXED CASEMENT WINDOW Glass Types Sheet # 1 5/16" Lami (118 An - .090' PVB - 1/8 An) 6 2 7/16" Lami (3/16 An - .090' SG - 3116 An) 8 3 7/16" Lami (3116 HS -.090' SG - 3116 HS) 9 4 7/8' Lami. IG (1/8' An - 7/16' Air - 1/8" An - .090' PVB - 1/8' An 10 5 7/8" Lami. IG (1/8" T- 7/16' Air - 1/8' An - .090' PVB -1/8' An 7 6 7/8" Lami. IG (3116" An - 1/4' Air - 3/16" An - .090" SG - 3116" An B 7 7/8' Laml. IG (3/16" An - 1/4' Air - 3/16' HS - .090SG - 3/16' HS 9 8 7/8' Lami. IG (3116' T - 1/4' Air - 3/16" An - .090" SG - 3/16' An 8 9 7/8" Lami. IG (Yl6' T - 1/4- Air - 3/16' HS - .090' SG `.an 6• UMNAACK GLASS STACK .WD' TROSIFOL PVB BY KURARAY M !tICk INC. IV ANNEAIm GLASS ,1/ 61 GLASS 118' ANEALED EXTERIOR 711GLASS STACK GLNATED ASSSTACK SGO BY KURARAY 3116'ANNEALED OR .090' AMERICA, INC. HEAT -STRENGTHENED GLASS 3118' ANNEALED OR HEATSTRENGT.ENED EXTERIOR 3B GLASS I 11/16' GLASS GLASS TYPE 1 GLASS TYPES 2 & 3 7/8• NOM 7A3• NONL GLASS STACK 5116' LAMINATED GLASS STACK 7n6' T,ED GLASS STACK � GLASSS SSTACACK IV ANNEALED GLASS HEATANNEALED OR 7/19'AIRSPAC • 1MAIRSPACE HEAT -STRENGTHENED GLASS .090, TROSIFOL 090' SAY 9Y KURARAY 1/6-ANNEALEDOR PVB BY KURARAY X16'ANNEALED AMERICA, INC. TEMPERED GLASS AMERICA. INC. GLASS 38 1/8' A HEALED 39 3n6• ANNEALED OR GLASS I HEATSTRENGTIENED GLASS EXTERKM EXTERIOR a 11116-GLASS a 11/16 GLASS 37 BITE 31 BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 71W NM GLASS STACK 7nB' uA#NATm ...-.._Y. GLASS STACK .3ne• ANNEALED oR 3116" 'PVB TROSIFOL PVB IN ERLAYER BY KUHAHAT A ML^ LIVE. 'SG'= SENTRYGLAS®INTERLAYER 13Y KURARAY I .......... N, f�' • . • . • GENERAL NOTES ............................ 1 . : ` ?.•' 1' Nile �• • • • • �: .F ELEVATION ....................................... 1 Q: •. P • • • GLAZING DETAILS ........................... 1 _ * No. 58705 * • • • • ZI INSTALLATION................................. 2 ,0 3n6' ANNEALED OR 4EAT-STRENGTHEN. 11/18" GLASS GLASS TYPES 8 & 9 3R: :05/25/17 UPDATEDANCHORAGE PER FBC 2017. ile0 jWY I Dateq Rn7m- A • • • • PRODUCT REVIS68 m eempTYIt4S with the FTe I& E14•e•e•Dtol - '�� By ASSEMBLY TUBE DETAILS ..... ....... 3 ANCHOR SPECIFICATIONS ........._. 4 ae _ ;p -. I �; 6 De ijaft., GENERALANCHOR NOTES 81 ELEVATION J ROSOWSKI / . DESIGN PRES�RES.ITIES �-... 6.10 ��"C�ss, gORIO•��G,�2�• rlk: • • • • Date: .............. ASSEMBLY DETAILS/BOM.............. 11 7.,7 •70 N1d q�p-L 3W5 FLXRQ VAFE:AENT WINDOW DETAILS - LM 08/08/12 ONAl. 11'\ • A. LYNN MLLER. P.E. IGH1I••Ut7 PGT1N0*ME6.r4A AIL RIGHTS REST • Sene18k . • G'A-740 SN NTS Sheel: 1 OF 11 D7a.iny Na. MD-CA740E-LM Rer. C P.E# 54705 CERT. OF AUTH. #2929e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION EDGE OPTION 1 DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 INSTALLATION — EDGE DISTANCE OPTION 2 INSTALLATION CONCRETEICMU ANCHORS DIRECTLY PER ANCHOR EMBEDMENT INTO MASONRY. REQUIREMENT i TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, \ SEE TABLE 3. SHEET 4. /1 EDGE DISTANCE •• J EMBEDMENT OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS SEE DETAll Al. B I I NOTES: WINDOW 1) USE ONLY SUBSTRATE -APPROPRIATE HEIGHT VISIBLE ANCHORS LISTED ON TABLE 3, SHEET 4. LIGHT FOLLOW EMBEDMENT AND EDGE HEIGHT DISTANCE LIMITS. ANY INSTALLATION (DLO) BUCK OPTION SHOWN MAY BE USED ON ANY HEIGHT SIDE OF THE WINDOW. EXTERIOR G] 2) ALL WOOD BUCKS LESS THAN i-1/ 2' THICK ARE TO BE CONSIDERED 1X TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. 1I4' MAX SHIM BUCK WIDTH AS REQUIRED PER TABLE 3, SHEET4 351 3/F-' -.--- VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A J- 10' TMTAX. /I� I I R/ r— I INSTALLATIONS. 1X WOOD BUCKS ARE 10- MAX. I OPTIONAL. UNIT MAY BE INSTALLED I DIRECTLY TO SUBSTRATE. WOOD BUCKS SEE DETAIL A2, BELOW DEPICTED AS 2X ARE 1-1/2" THICK OR I GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY IT WOOD TRANSFERLOADSDESIGN N AND INSTALLATION 39 WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (� FrA OR ARCHITECT OF RECORD. MAXIMUM Ej SHIM THICKNESS TO BE 1W. 4 I I - 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM CONCRETE •• °• EMBEDTMENT PER ANCHOR REQUIREMENT • _ • - EDGE DISTANCE VERTICAL SECTION B-B EL OW f i NOTES 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Addtbml Amhon Ragtihad on each Silo of the Fame Assembly Tube A H Window Archer Type a - A B, C a D 'LW7ktth r5.7 1 0 26'. 1 1 r Window Anchor pe hai HaIpM A B, C d D = 2r. 1 t INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE T7TI, J_ DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERKX2 STEEL STUD. IG VISIBLE LIGHT FORMULAS WIDTH. WINDOW WIDTH-7 HEIGHT: WINDOW HEIGHT-7 DETAIL PRODUCT REVISBD Al DETAIL as ma$yh16 with the Fk dda A2 &uWm6 No ,"l, II II I I11, 'Z�:':. J�NSF '•. �F • No.58705 - • • • • T •'. 2 • all 0719"MCINOLO(1 SRR/E • STI '•.FL ORIOP.•'• �` • N. NICE. FL : • • g9n,) ao-, soo00n: ALL '1j11111111\\\ • �'Rlchrt�1]I�PGf �16,w A LYNN MLLER P.E. P.E.s SB705 CERT. OF AU7H_ i29296 Acxpaece Da•.• Revision B: DY i 4Z ; :05/25/17 NO CHANGES THIS SHEET. Mhutn i ev, Do e:• Revision A: • • • • Descnpfion: Dro.n By: GENERAL NOTES 8, ELEVATION J ROSOWSKI Lne: Dote: FIXEb 4XAENT WINDOW DETAILS - LM 08/08/12 3wies/Model:• • • Scale: Sheet: Drawing No. Rev: CA-0740 NTS 2 OF 11 MD-CA740E-LM I C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EL OW f i NOTES 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Addtbml Amhon Ragtihad on each Silo of the Fame Assembly Tube A H Window Archer Type a - A B, C a D 'LW7ktth r5.7 1 0 26'. 1 1 r Window Anchor pe hai HaIpM A B, C d D = 2r. 1 t INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE T7TI, J_ DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERKX2 STEEL STUD. IG VISIBLE LIGHT FORMULAS WIDTH. WINDOW WIDTH-7 HEIGHT: WINDOW HEIGHT-7 DETAIL PRODUCT REVISBD Al DETAIL as ma$yh16 with the Fk dda A2 &uWm6 No ,"l, II II I I11, 'Z�:':. J�NSF '•. �F • No.58705 - • • • • T •'. 2 • all 0719"MCINOLO(1 SRR/E • STI '•.FL ORIOP.•'• �` • N. NICE. FL : • • g9n,) ao-, soo00n: ALL '1j11111111\\\ • �'Rlchrt�1]I�PGf �16,w A LYNN MLLER P.E. P.E.s SB705 CERT. OF AU7H_ i29296 Acxpaece Da•.• Revision B: DY i 4Z ; :05/25/17 NO CHANGES THIS SHEET. Mhutn i ev, Do e:• Revision A: • • • • Descnpfion: Dro.n By: GENERAL NOTES 8, ELEVATION J ROSOWSKI Lne: Dote: FIXEb 4XAENT WINDOW DETAILS - LM 08/08/12 3wies/Model:• • • Scale: Sheet: Drawing No. Rev: CA-0740 NTS 2 OF 11 MD-CA740E-LM I C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Addtbml Amhon Ragtihad on each Silo of the Fame Assembly Tube A H Window Archer Type a - A B, C a D 'LW7ktth r5.7 1 0 26'. 1 1 r Window Anchor pe hai HaIpM A B, C d D = 2r. 1 t INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE T7TI, J_ DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERKX2 STEEL STUD. IG VISIBLE LIGHT FORMULAS WIDTH. WINDOW WIDTH-7 HEIGHT: WINDOW HEIGHT-7 DETAIL PRODUCT REVISBD Al DETAIL as ma$yh16 with the Fk dda A2 &uWm6 No ,"l, II II I I11, 'Z�:':. J�NSF '•. �F • No.58705 - • • • • T •'. 2 • all 0719"MCINOLO(1 SRR/E • STI '•.FL ORIOP.•'• �` • N. NICE. FL : • • g9n,) ao-, soo00n: ALL '1j11111111\\\ • �'Rlchrt�1]I�PGf �16,w A LYNN MLLER P.E. P.E.s SB705 CERT. OF AU7H_ i29296 Acxpaece Da•.• Revision B: DY i 4Z ; :05/25/17 NO CHANGES THIS SHEET. Mhutn i ev, Do e:• Revision A: • • • • Descnpfion: Dro.n By: GENERAL NOTES 8, ELEVATION J ROSOWSKI Lne: Dote: FIXEb 4XAENT WINDOW DETAILS - LM 08/08/12 3wies/Model:• • • Scale: Sheet: Drawing No. Rev: CA-0740 NTS 2 OF 11 MD-CA740E-LM I C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE T7TI, J_ DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERKX2 STEEL STUD. IG VISIBLE LIGHT FORMULAS WIDTH. WINDOW WIDTH-7 HEIGHT: WINDOW HEIGHT-7 DETAIL PRODUCT REVISBD Al DETAIL as ma$yh16 with the Fk dda A2 &uWm6 No ,"l, II II I I11, 'Z�:':. J�NSF '•. �F • No.58705 - • • • • T •'. 2 • all 0719"MCINOLO(1 SRR/E • STI '•.FL ORIOP.•'• �` • N. NICE. FL : • • g9n,) ao-, soo00n: ALL '1j11111111\\\ • �'Rlchrt�1]I�PGf �16,w A LYNN MLLER P.E. P.E.s SB705 CERT. OF AU7H_ i29296 Acxpaece Da•.• Revision B: DY i 4Z ; :05/25/17 NO CHANGES THIS SHEET. Mhutn i ev, Do e:• Revision A: • • • • Descnpfion: Dro.n By: GENERAL NOTES 8, ELEVATION J ROSOWSKI Lne: Dote: FIXEb 4XAENT WINDOW DETAILS - LM 08/08/12 3wies/Model:• • • Scale: Sheet: Drawing No. Rev: CA-0740 NTS 2 OF 11 MD-CA740E-LM I C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Acxpaece Da•.• Revision B: DY i 4Z ; :05/25/17 NO CHANGES THIS SHEET. Mhutn i ev, Do e:• Revision A: • • • • Descnpfion: Dro.n By: GENERAL NOTES 8, ELEVATION J ROSOWSKI Lne: Dote: FIXEb 4XAENT WINDOW DETAILS - LM 08/08/12 3wies/Model:• • • Scale: Sheet: Drawing No. Rev: CA-0740 NTS 2 OF 11 MD-CA740E-LM I C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIXED CASEMENT I WINDOW HEIGHT 1 WINDOW —�I WIDTH 740 SERIES FIXED EXTERIOR CASEMENT WINDOW v FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLES LABELED WNDOW ANCHORS REQUIRED' (TABLES 2A & 2B, SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIXED CASEMENT / CASEMENT (OX) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: C C , F740I !40 SERIES FRAME SERIES FIXED ASSEMBLYCASEMENT CASEMENT TUBE WINDOW WINDOW 1 FIGURE 2: 740 SERIES AWNING � WINDOW D FRAME ASSEMBLY TUBE 10', SEE NOTE 7, D THIS SHEET 740 SERIES \ CASEMENT --� WINDOW E — - FRAME ASSEMBLY E TUBE ---!SERIES FIXED CASEMENT � WINDOW 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. #12 X 1' SMS THROUGH INSTALLATION HOLES MIN. #12X R 1' SMS THROUGH TSERIES INSTALLATION HOLES FRAME 740 SERIES FIXED EXTERIOR ASSEMBLY CASEMENT CASEMENT IDTUBE WINDOW WINDOW EXTERIOR HORIZONTAL SECTION C-C FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES SERIES FASTENED TO WINDOW, AS SHOW IN AWNINGASEMENT DETAILS, WITH MIN. #12X VSHEET WINDOW'INDOW METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. FRAMEASSEMBLY —ASSEMBLYTUBE 5) THE FRAME ASSEMBLY TUBE MAY J��40 TUBE NOT EXCEED 62' IN LENGTH (AS USED MIN. # 12 X IN AA 63- FLANGED WINDOW) OR BE 1' SMS USED IN TEE OR CROSS THROUGH CONFIGURATIONS. 740 SERIESINSTALLATION CASEMENTHOLES 6) THE FRAME ASSEMBLY TUBE IS WINDOWNOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TOBE SEALED BY INSTALLER. 740 SERIES EXTERIOR FIXED CASEMENT WINDOW FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E •• ••• • • • • • 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROWTIP FROMITAB@E 3,4 HSFT • •• • • • • ••• 2) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PS17 FOR WINDOWS ATTACHED TOA FRAMEASSEMBLY TUBE- . THIS MUST BE DONE FOF EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED- (TABLES 2A & 213, SHEETS 4 & 5), DETERMINE THE NUMBER (jFVCH8i:lI5EEDEDR AE ht SILL AND • • JAMBS OF YOUR WINDOW. • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME IYTOSTHE SUBSTRATE M4413E REPWRED (SEE SHEET 2), AND THAT MIN. # 12 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). • • • 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE MEMTERLINE. SEE TABLE BELOW: AddiOorel Anchors Requred on wch Side of the Fame Assembly Tube (FAT) Wttlow WidM Anchor Type A B, C & D u •Window �ie4Ft Anchor Type A 1 -25.5 1 0 = 1 1 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVLS6'D suAe v'ma�fae � 'O • {�j 6}, ASismi aa b�Ca f Go Q H 0 J Q J Q EL w D 0 0 Z Ln 00 1— CV � } O 6 CD m Z W Tn O O . ¢ U 0-'0o 2 o 3 W � wX o LL - LL ILL O t` LL O C7 oZ Q U Y LY_NN "I.,' No. 5870,5 ' i l�s ,UF�ORIDP..NG`�: NAL1e "� ' A LYNN MLLER P.E. P.EM 58705 TABLE 2A. p12'JDUCf REVISED a eemptying with tho F$i& A�locepuncc lio `1'•_�� _ E�irratm Date �'�� ay Miem' product 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON U SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2 J 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE to SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. W O J 1} 3) TABLE DIMENSIONS MAY r co J Z Q BE ORIENTED VERTICALLY I r OR HORIZONTALLY sHOR7 61DOE t/j a U AS SHOWN: SIDE w J D 0 Q SIDED SHORT I d Q W r- SIDE I� c 0 U SAMPLE CONFIGURATIONS: Z O Q N � � Z x x x x 0 N O U Lf) OD U) Z off 1) g0 00 Q Z '^Z X O O OPERABLE 4. (XI Y Y W WINDOWS X O MAY M > Ix V _ 4 CASEMENT WINDOWS O O -10 X O x X X OR 4* U) U) o= (' o Q AWNING a O m O a U W\ U WINDOWS 0 o� `�' Z o X OF THE —7 6 g Q += LL h SAME OS O SOS O SERIES. O O W P`�yL P`� k • 'rc $ 0`y o e �'c' &' F E0E Q Eg�c uc�Sm TABLE 3: TABLE 3: cont.o Y u " a 11;O sr p U W p fz Ci K 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE Z cWi THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. t t J I • • • • • • • • • • • NY LYN Jai 2) ANCHOR M15TEXTlNDM Will. Of 3 THREADS BEYOND ANY METAL �� i •• AT&• • • • ••• • _ sF • H ft 1JAY�F•t JO�AI�PANHEAb OR FLATHEAD. �. 3a705 '. P a*� k ••• ••• �r0'��� • • • • • • : • �'�., ZONAL tE ��.. • • A. LYNN MILLER P.E. P.E.# 58705 Window Anchors Required (37"and Less on Short Side Dimension) Shot Side Anchor Type under 23' 25-151t6• 27�4 29' 31-1? 33-1lY J4' 37' �� A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D under 23' Long side ShortSkfe 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2515/18' Long �° Short Side 3 2 2 2 2 2 2 2 Long Side 4 3 3 3 5 3 3 3 5 3 J 3 5 J 3 3 5 3 3 3 5 7 3 3 5 3 3 3 �• Start Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 L Side 5 3 3 3 37' Getup Anchor SWstrata Mb. Edge Dkmnrw Min. O.C. dsmnu Min. Embedment Mchor PYm Requked7 #12, atrl SMS (GS) S. SW 1 1- �}� AYen 3/8' SB' 083' !b A36 Smal ]l8' SIB' .OSD' No A653 Stud. Gr. 33 ]IB' &8' .OdS•, 20 Ga. No A #14, steel SMS (GS) or #14, 410 SS SMS S. Plr• Sl8' 1' 1-3t8' W 608.175 Akrcn 3I8' SIB' .OB]' No A39 Steel SIB' S!8' .050• !b A653 Stud. Gr. 33 S/8' SIB' .015', IO Ge. too 1/4' steel llkconBlock 2.BSk Conueta 2-1? 4' 1-LB' too 1' T1-1//'Holow Block 2-1? 5' 1-1/1•1/4' EB steelUkrawn Hollow Bock 1'1-1/4'Y 1!1' 410 55 CramFln 3.35k Concram 1' S' 1-L4' No Ebbw Block 2-1? 5' 1-1/4' No Getup Anchor Substrate MM. Edge DlfmnC• Min. O.C. Dlatanp Min. Emha•rem Anchor P•m RarlWlad7 #12, steal SMS (GS) a #12, 110 55 SMS k. 1 -Ste• Y. 8061T5 Akun. St8' S18' .0713' Yas A]B Steel 3IB' S/8' .050• Vas A653 $tud, Gr. ]S SIB' S/8' .045', 1B Ga. Vas #14, steal SMS (GS) .61 4, /10 55 SMS S. Pine 5/6' 1' 1-JIB' Vm • 60B7-Ts Alum. SJe• sJe• .oT13• Y. • A38 Steel 3IB' S/8' .050• Yes Mil Stud, Gr. ]3 3/8' SIC .015', 18 G. Yaa D 1/4' steal UBrawn 2.BSIr ConclNa 1' a' 1-Sl4' Vas 2.BSIr Conaata 2.1? 4' 1-3/B' Yss Hobw Block 2-12' S' 1-1/4' Vas Filed Bock 2-1/2' 4' 1-S14' Y. F1.14'4f0SS-���S.SSk ConcrNa 2-tr1'Hobw Bbck 2-12' 8' 1-1/4'].Sk sbel Utocw Concmta 1-tq'S'134' Hollow Block S1/B' S' 1.1/4' Filled Block 2-1/Y 5' 1-S/4' No Material Mtn. Fr Min F. Smsl Screw 92 ksl 120 ksi 10 StAw sl 110 kW ilco UloaCarl� • NS' »I 177 kW I10lS Eko gattlFYs• R7.4 •SI 189.71W Ts e k 2z ksi J6 Sts• k 58 ksl Gr. 39SMI5 3 ksl 45 ka1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE 2B PRODUCT RBVTSDD as c ;ftvm* wick r� P3iida Hui14aB Cadn Accepueeehto� •D 14'�'y Expi -C>✓e +v BY Ni pni 1) USE THIS TABLE FOR ALL WINDOWS PER U THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. J 2) FOR SIZES NOT SHOWN, ROUND UP TO W O THE NEXT AVAILABLE SHORT OR LONG SIDE -J DIMENSION SHOWN ON THE TABLE. Q 3) TABLE DIMENSIONS MAY BE ORIENTED ~ Tn s VERTICALLY OR HORIZONTALLY AS SHOWN: 0 J o0 W ¢ 6� r �0 SHORT LONG D_ SIDE SIDE Z) Z 0 '; 0 SIDE _ 1 SHORT _ v Zj —�I SIDE f N co 0 > Z e i- to 00 $C3 Q Z �Z W W (n 0 a0 a0 0o W SO ^_ W: o yy Z a X e O Q F= EL N EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7116" HEAT -STRENGTHENED w LAMINATED GLASS, 1l4' MASONRY ANCHORS INTO CONCRETE. +701�5 PSF DP REQUIRED p n IF ON L0 9-� i =U� LL CASEMENT ANCHORS ( SEE SEPERATE NOA): FIXED CASEMENT ANCHORS: u � `. a O A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +701-90. A) FROM TABLE 11, A 34" X 61 FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF z o w +701-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE t 10.6' DESIREN ANDGOLL NOT REQUIRE THE•NOMOR PYRE IF USING THE CRETEFLEX C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. ANCHOR. • • • • • • • D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL C) FROh� 7epBLE Ii�6l�ICF�RRREFO IN'" �" JAMB..' LICENSE •',�(��� •• ••• •• • • • • NO.587 E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE AD 8 SILL _ * D5 F) PER RULES ON SHEETS 2 S 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. _ TUBE SIDE OF THE AWNING (HEAD B SILL). ;p .jerr?k�-: a_ 1 17�R RAMN SHECI' ANSTAI•1 ADDITIONAL A ♦CIIOR ON THE FRAME ASSEMBLY T : • ��C7\ 4• V%E SIDE FFTTHE FIXEtCASEMCNT(HEADj Sit). • • 'IFS '•:`70RIDP.••' • • • • • • • A LYN� Ug P.E. P.E.15e705 Window Anchors Required (Over37' on ShorShot t Side Dinenfion) 1 Andip Type\ y 49' 46-t14" 531/B' A B C D A B C D A B C D A B C D A B C D A B C 0 A 8 C 0 A 8 C D A B C D under 23' Long Side Short Side 2515178' Lon Side Shull Side 35" Long Side Short Side 37" Lon Side Short Side !1' Long Side 7 5 1 3 7 5 4 3 Shoe Side 6 4 3 3 7 5 1 3 441!{. Long Side 7 5 4 3 7 5 4 3 Short Side 6 4 3 3 7 5 1 3 531/8' �� 10 6 5 4 10 7 6 4 10 7 B 4 11 7 8 Ship) Side 8 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 �, Long Side 11 7 8 4 12 B 6 1 12 8 7 4 12 B 7 4 12 B 7 4 13 B 7 4 Snort Side 8 / 3 3 7 5 4 3 9 8 5 3 11 7 6 { 11 7 8 1 13 B 7 1 Lore Side 13 B 7 5 13 9 7 5 11 9 7 5 14 9 8 5 14 9 8 5 15 9 B 5 15 9 B 5 15 9 B 5 N � Short Side 6 I 3 3 7 5 4 3 9 8 5 3 11 7 6 4 11 7 8 { 13 B 7 { 13 9 7 5 76 9 8 5 g Lap Side 11 9 7 5 15 9 B 5 15 10 B 5 16 10 8 5 18 70 8 5 18 10 6 5 18 10 B 5 18 10 8 5 15 10 8 5 8&13/t6" Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 1 6 4 11 7 6 4 12 8 7 4 13 8 7 5 11 9 B 5 18 10 8 8 Lora Side 1{ 9 B 5 15 9 B 5 15 10 6 5 16 10 8 6 18 10 8 6 18 10 8 fi 18 10 B 6 16 1D B 8 16 1D 8 B 67 1/2' Short Side 8 4 3 3 7 5 1 3 9 8 5 3 10 7 8 / 11 7 6 4 12 6 7 4 13 B 7 5 11 9 7 5 18 10 8 8 Long Side 14 9 8 5 15 10 8 5 16 10 9 8 16 70 9 8 18 10 9 8 16 10 9 8 16 10 9 8 �, Short Side 8 4 3 3 7 5 4 3 10 7 B { 11 7 6 4 12 B 6 { 13 B 7 4 11 9 7 5 Lang Side 15 9 B 5 18 10 8 5 16 70 9 8 18 1D 9 8 18 f0 9 8 18 10 9 6 18 10 9 6 70' Shot Side 8 1 3 3 7 5 1 3 10 7 6 { 10 7 8 1 12 7 6 1 72 B 7 1 13 9 7 5 Loup Side 75 10 8 5 tfi 10 9 6 17 11 9 8 17 11 9 8 17 11 9 8 17 11 9 8 17 11 9 6 7Y Shot Side 8 1 3 3 7 5 4 3 10 6 5 4 10 7 fi 1 12 7 6 1 12 B 7 1 13 B 7 5 Long Side 16 10 9 6 77 11 9 8 11210 17119817119817119817119ShalSide613375431065410T641781128fi1 71' 78'1098171181B11981611981811981611964310654108511178412864�,'SIde1210720121072012107433 9 8 5 3 10 8 5 3 114' 1711 4 3 3 14• I �{ I� 10' y'i 4' 10' 4 � — 14• 1 sr 4' �a _ tom— 26• � 13' + 13" �-{ 34' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • FOR GLASS TYPES: PRODUCTREVISEO as -Mly* ith the Fl-id- 1) 5/16- LAMI (1/8 AN - .090e PVB - 1/8 AN) 13.adogCa� Aaapwtce No TROSIFOL VB INTERLAYER BY KURARAY AMERICA INC. By TABLE 4: T Muni Product SHORT ❑ LONG SIDE SIDE T �U } LONG � I SHORT I I SIDE �i SIDE Li 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. (� � 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY Q r m V OR HORIZONTALLY AS SHOWN. 0 J o 0 w Z Q d Q ~ W TABLE U_ WO :0 N Z w o W Cn S� o� Z NZ W W w d O O Z U o? U) to 0 10 m0 a� w �U W s X _ Y FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME O ^ l(r FRAME SEE SHEETS 1. 4 8 5 FOR WNWW ASSEMBLY SEE SHEETS 1.4 8 5 w w $ a O MAX ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR F > < TUBE LOCWINATIONS AND '8' LOCATIONS AND c z Q cwi QUANTITIES. SEE SHEET T} yr MAX QUANTITIES. SEE SHEET WINDOW 1 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED A• ANCHORS REQUIRED FOR THE FRAME • • • • •: : : • • • • • • ``\�� TT FOR THE FRAME ADDRgNAL O�Y LYNN + I WINDOW ADDITIONAL ASSEMBLY TUBE. typNr ANCHOR ASSEMBLY TUBE. • • • • • • • • • '�� ' • • - • • •' M� IDIMENSION ANCHOR ANCHOR DIMENSION (4). IF REQ. • • • • • • • • • • • �1 (4). IF REQ. •A•13 • • • • • • • • • • • • _ * No. 58705 JQ1 = G� • • • • • • • •• • • /SI-ONAL • • •• •• •• • • • ,L 'I Itt • • • • { • • A LYMf rARLER, PE SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.4 SE7f15 ❑ Design P2awe (psf) far Single Wtm.s, AI ArcMr Gray Slat 9be der 7!' 25-75/76' 31t/2^3r K4&1/4' SStM- uWer23'am-9Dastsla 7a-9D .ma0 .m-90 .roao .ro�o ,roao 70480 .ro-BO.maD.ro�9.mso P14 «701.99 ,maD+7dRlaroa4.1 .roao.t ,7d-BO •m-m ,mAO ,robt.7 aBd-70,6a-7D Md87 r76' .mm .ma9 ,m-cf.z ,7a-n +edatb aea83.z +,roa9 ,7a-7ss .ro-ro.1 atnlela ,7a-Boa7NSflB+/-95.& ,7949D +7d-09.4 am-77.3 NSl2 Design Piecwe IP�)1ar WeiNwt Attached b a Frans Naemdy Tube m WiiCor DYnarl4n'A' u�rz3. 2s-1s1a 2ra/r 33 3r K 1 5a 63' B AnGor Gmw ArcMr aAo Anchor aao Atilo �{ �� �• Archor rigp Mdv Gm�y Maly Gieiq Archu Grwp Melt/ (luq 4NI N AN A B C8D A e CiD A 9 C D A e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ❑ Dslgf Pmsaue 6M711a ShgI. 94tidare, A9 A.h. Gmtpa Short Sloe -d. 23' 1 25-15t6' 27- 4" 33-IZ 3T K 48-1/4' under IT ♦701a0 25-15flW ♦7WaD ♦7W-90 3T +7ry.90 .701a0 .7" .70(-00 +roa0 8 K Fo 4e-IW +7&-90 +M-W +701.80 47" +70f-90 ♦70/a0 +roaD ♦70'aD +70W90 ♦roa0 +mw ♦7UIa0 .7ma0 F�q mio ♦7fYA0 +70YAD +70100 +70/-90 .7a-9D +7b-00 +7d-90 +7aa0 ♦M-87.5 +ro-90 +7Wa0 +70FW +ro272 +7O1-79.9+ro-90 +roa0 +7W-86.3+ro-90 1 .70/-90 +7"1.3 FOR GLASS TYPES: 5) 7/8' LAML IG:(1/8" T - 7116" AIR - 1/8' AN - .090" PVB -1/8" 'PVB'= TROSIFOL PVB INTERLAYER BY KURARAY AMERICA. INC. L T [I SHORT LONG SIDE SIDE 1 I T I F- SIDE ---i SSHOR7DE I 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR Y� LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY QR HORIZONTALLY AS SHOWN. Dwq. Plesaue JW lur WYmwa Atd haewla fd 1. w F-Aay T k. m V*Ww DYrrrrii- ur0ef 23' 2St5'18' Z7J14' 33-W 4B-IIV 531/8• 5r BJ' e A.h. GMW Gap Gmtp Amha Gap A.h. Graq A. W Glop Arch. G-V Arch Grdp An:i r Gap Aloha Gap A9 I AY NI A 1 B C&D A B A B C D A B C D A B C D A B C D Aunder 2r ♦ .8 ++70/.80 +ro + +7W-+ro43.1 ♦ 7 + - •M417.1 -72 •♦7W-M + + .3 ♦ ♦ + a0 +l .1 +140. +- ♦71Va9.2S15r18' .roa0 ♦7ryaD +ro40 .71Y-06 +ro40 +79/a7.6 .ro40 +70/-737 ♦ro40 -7dA0 r7U'a0 +roa0 .7da0 ♦1a1.1 ♦7d6D +70/-W +ro60 +755.9 +7aa9A +7N-00 +7Gra9 +/51.5 .70/325 +70PW +71V-00 3T .ro4D .701-00 +7Wa0 +7Wa4.9 +7Wa0 +7W-00 +lad-76,8 +7W40 H.64.6 +7Wa0 .roa0 ♦7W40 +/56.8 +?Wall .roa0 +70/40 +153.6 +7Wa59 +7W417 +7WaD +l49 +70'-7a.5 +701a7.8 +71Va7.6 +F45.1 -701-72.3 .719-79.9 +7W-799 K .7WAO .roa0 +70/40 ♦roa5.6 .ro4D +7(V40 +7W40 .7Wa0 .7W-76 .7Wa7 +7Wa0 +7W +/a9A +7O1-793 .7W40 +7W4D 46V4' +7W40 +roaD +7WaD +7Wa0 +7Wa0 +71V-W +7WaZ4 .7Wa0 FC& 0.693 ♦7Wa0 +7Wa0 +7Wa0 +/A3.t +M-K7 +7Wffi5 +A'40 6 51V8' +ro40 .ro60 +7W40 +ro60 +70F80 +roa0 ♦7W45.7 +roa058' +ro90 .7W-W r7W40 +roaS.6 .70f40 +7W4o +roa7.e +7Wa7.863- .roa0 +ro4D +7Wa0 .7Wa?.2 .7W47.2 +ro27.2 +ro-79.9 .7W-79.9 76' +701a0 +lam +7W4d3 w +70f40 +70PI0 +70/a1.3 FIGURE FOR VERTICAL FRAME ASSEMBLY TUI 10' FRAME MAX. ASSEMBLY TUBE WINDOW DIMENSION 'A' --�WINDOW ADDTIONAL DIMENSION� ANCHOR '6' (4), IF RED. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME ASSEMBLY TUBE FRAME WINDOW ASSEMBLY DIMENSION TUBEB' I 10 MAX. ADDITKOJN WWDOW DIMENSION ANCHOR (4), IF RED. 'A' SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDTIONAL ANCHORS REQUIRED 0klrHiVF9ME6 • • • • •• OSEMBLY ISO.: • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVTSEID as camdlywgI wdk dw Flands ➢u1MaS Cade /� A orldi a N, :�j' 2, E>tpirdi0n Dale PIMA 11 •LF, a;LF=Z''� a � J WLL C3 Q111 � .n F_ Z Q o kO W (L [� O N Z N o W ii 0$ Z) Z N Z N W Y W Y W O O Z U 00 m O a� w U 5w w aw ix °e '7 0` 80 Z LL y 1mp ® 1 W N 0 o�Jddgg Lu E < Uz` III O r q< aZ qq1 U \\1111 ll/ 0 �� '•L10ENyeF'-�((��i _ Z*: �No. 58705 30 F 40 A LYNN MILLER, P.E. P.E# 58705 FOR GLASS TYPES: 2) 7/16" LAMI. (3/16" AN - .090" SG - 3/16" AN 6) 7/8" LAMI. IG: (3/16" AN - 1 /4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 'SG"= SENTRYGLASeNTERLAYER BY KURARAY AMERICA, INC. Dalgn Pre""u" (P"B for Sh* Wirdo"", AN AmhX GM" Short Side uger2S 25.15I18' 29' 31-1R' x 4P Sf Orfi1' 67-12' under 2S +9U-130 25-15116' +901-130 +90/-13D 6Y .901-130 +9d-130 +9b-123.1 +9N-116.5 +901-110.7 +9pr-100.7 N-89.1 +b Bout +f-83.1 67-1R' +91-130 +90r-130 +9Y-12D.7 +9d-113.9 +90'-109 +90'-97.8 H- 64.8 +/- 60.5 H- 78.3 +/- 76.1 m 77 +W-130 +90/-129.2 +901-111.7 +9d-111.8 +901-105.a +9d-96.1 N-813 N-16.1 W-73B g -/8• +90I-130 +90�-727.6 +90I-117.7 +90(-110.2 +8N-1M.1 +90492 a475 +/-726 9 8/' +90413D +9d-125.3 +9d-114.5 +90r-107.5 +M-1013 +/-699 0-70.7 114' +90/.130 +9b M6 +9b-106.8 +9d-101.4 +90/-95 N- 73 1x +W-130 +901-117.3 +9d-106.3 +90'-99 +90r-928 145' +901-129.8 +M-118.4 +9W-105.3 +w-w L I SHORT LONG SIDE SIDE kLONG I II f SIDE SHORT Y� 1) SEE SHEETS 1, 4 d 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (p4) Im Windows ADadledto a Frame Assw" Tube mWindow Dimmsim "A' under Zi' Zs1916' 29' 31-1/2' 34' 63' e Anchor Group Anchor Group Anchor Group Anchor Group Anchm Group Anchor Group Anchor Group Anchor Group Anchor Group AN All Al NI A B C 8 D A B C D A B C D A B C D A B C D under 23' +7d-90 • b30 -701-90 -90 .701-90 +70186.2 +7b-90 +7d-90 +7d-73.3 +7b87.7 -701-90 +1.67.7 +1-543 +185 +701-90 +181 +148.9 +1585 +/-5BA +1-48. +/ .7 +7d .7 m 25-15116' +701-90 +70'-90 +701-90 +Id-90 +701-90 +7d-90 +70'-90 +701-90 +1d-90 +701-90 +7d-9D +7d-751 +701-90 +7d-90 +7d-90 +187.5 +7d886 +701-90 +7d80 +IS43 +7d8Z5 +7b-90 +71)1-90 c Hi" +7d-9D +7b-90 +7d-90 -701-90 +701-90 +7d-9D +70-90 +701-90 +701-90 +7d-90 +7dS0 +188 +701-79.2 •70183 •7b89_t +181.2 +Id-71.3 *7d-74.7 +7b88.1 N53 +f59.4 *7d-T1.1 +7d83.1 67.1/2" +701-9D +7b-90 +70r-90 +7p1-90 +7d-90 +7d-9D +70r-90 +7d-85.8 +701-90 +701-90 +701-90 +/83.4 +701-73.9 +7d-T7.4 +7b84.8 +157.1 +186.5 -18117 +70'-80.5 +154.4 -183.4 •186.4 +7d-78.3 77 +7d-90 +70'-90 +70190 +701-90 -701-90 +701-90 +7D(-90 +70187.6 •701-90 +7d-90 +701-90 +184.9 +189.3 +7d-726 +7b81.3 +/58A +182.4 +1853 +7b-76.1 +151 +159.4 +1822 -7d-73.8 E b 76" +701-90 a70E-90 +701A0 +7d-90 1 +70/-90 +701-90 +70r-90 1 +70183 +7d-90 +70/-90 +701-90 +/81.5 +701-73.9 +70/-78 +70/-78 1 +155.3 +159.1 +/879 +71Y-725 ac +701-90 +7b-90 a7dA0 •701-90 +id80 +701-90 +7b-90 +70181.3 +7d89.9 +70189.9 a7d89.9 +180.3 +/8Q9 +701-70.7 +70'-70.7 F 114' +7d-90 .7b-90 -.4.+70/.90 +id-90 +7d-90 .7b-90 +7d-73 +7tY-73 +7d-73 +7d-73 3 134' +70f-90 +70-90 +701-90 +701-90 1 +701-90 +7d-90 +7111-90 145' 1 +701-90 1 +7b-90 1 +70180 1 +701-90 FIGURE FOR VERTICAL FRAME ASSEMBLY TU FRAME MAX, � I ASSEMBLY 1G' I TUBE WINDOW DIMENSION 'A' WINDOW ADDITIONAL DIMENSION� ANCHOR 1. (4). IF RED. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 8 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME ASSEMBLY TUBE FRAME WINDOW ASSEMBLY DIMENSION TUIIE B' T 10 MAX. ADDITIONA WINDOW DIMENSION ANCHOR (4), IF RED. 'A' SEE SHEETS 1.4 8 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL OR REQUIRED 31 &SSEMBLY T ..: • • • • • • • •• • • • • ••• • •• ••• •• • • • •• •• ••• ••• ••• • • • • • • • • • •• • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISM .;grnwithftFkwih '3ai�l -O t By M;aari ,� roducl J LL In Q (L Q z '�rr�1 aU ❑ 0 J ; ❑ LU Z ❑ W r o ❑ r LL LU ` 00 CV n- d Z N p 11J Z) Z �o Q°o yZ LL LU C5 in CC LU � � IL < 0 0 Z U .0 m O ouch Lu \U °9 a' i „LU ox _ e �❑ ALLjil v, __a R� p � >- ¢ p= W LYIVtV 111I11 C1 . 1•ICENS,- 4 A �.: No.58705 TE F (V�� 7ss ()NAL fill tENG`: A. LYNN MILLER. P.E P.E.# 58705 ❑ DWDl P-... (Pap tr Single Wnd-. A9 Anchor G-4- Sron Side .der2T 2b15/16 29" 1 31412•1W-�30 40' 5V BV 6S 67-10 ulder23' +9W-130 2515/16' +9W-130 +9W-130 or +90'-130 +9W-130 +901-130 +9W-130 0 +9W-130 +90,430 .90L130 +90d-13D 57-12' +9W-130 +901-130 +90r-130 +90F130 0 +90r-13o +90'-130 +901130 +9d-130 . 0�-130 al n wW-130 +9W-130 +9W-130 +901-130 0 +VY.I 0 +9D'-130 +9W-130 +901-130 76• +9W-130 +9W-130 +90'-130 +901430 +9W-130 +9W-130 +9W-130 +90030 +9W-73D 0 +9W-13o +9W-130 114' +9W-13o +9W-73D +9W-130 +9W-130 0 +9W-130 13C0 14s .9W-13o .9W-t3D wW-t3o +9W-13D FOR GLASS TYPES: 3) 7/16' LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI IG: 3/16' AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI IG: (3/16" T -1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) "SG"= SENTRYGLAANTERLAYER BY KURARAY AMERK:A, INC L T [I SHORT LONG DE Ij 1 SIDE SI-I '1 SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pmmum (pep br Windows Attached to a Frame Assembly Tube mWlrtdm Oillwsicn "A' 23' 25-15/18• 29' 31-1/7 Bolder GrOW AnchorN_+701-90 Anchor Group Anchor Gn W AMW GtcW Archon Gnxp Anchor Group Archon Group Anchor Gr9up All AN A9 A B C& D A B C D A B C D A B C D A B C D hinder 23' +7W-00 410 .7W-00 +70/-00 +70d-08.2 ,7W-00 +7WA0 +701-73.3 +701 + W-00 +/.e7.7 +/-64.3 +1b5 +7W-0O +/81 +/ _9 +/ -00 +-W-1 +/ !a 25.15/16" +7W-00 +70141D +701-90 +7W-90 +7W-00 +7W-00 +70'-00 +7W-W +7W-00 +7W-00 +7W-75.1 +70/-00 +7W-00 +7W-00 +I-67,5 +7W-85.6 +7W-90 +7W-0D +/-04.3 +7W-02.5 +7W490 +7W-0p "r8 63" +7W-00 +70/.OD +7WA0 +TW-W +7W.80 +701-00 +7W-00 .7W-W +7W-90 +7W4)0 +70/-00 +7W-00 +7W-00 +7W-00 +7W-03.4 +7W-09.1 +7W-00 +701-00 +701-79.5 +7W-84.9 +7W-00 +7W-0D 67-1/7 +7W-00 +7W-80 +M-90 +701-90 +7W-90 +701-90 +7W-90 -7a-011 +701-00 +7W-90 +7W-00 +701-00 +701.90 +7W� -70183 +7W-00 +7W-W +?W-90 .7WA4 +7W-07.1 +701-90 +701-00 72" +7W60 +7a-00 +7W50 +7W-00 +7a-00 +7W-00 +7W-00 -7W-00 +7WA0 +701-W +7W-90 +7W-00 +70f.W +7W-00 +7Wd7.6 +7W-00 +7W-00 +7W-90 +7W-03.4+70WA +7W-00 +7W-W 76• +7W-00 +701-00 +7W-90 1 +701-90 +701-00 +7W-00 +70f-00 +M-90 +701-00 +701410 +70f-00 +711f-00 +7W-90 +7014)0 +701-0D +701-00 +7019E +7W-00 84• +7W-00 +7W-00 .7W-0o «7W-90 +7W-00 +7W-00 +7W-00 +70d-00 +7W-90 +7W-00 +701M +7W-W +701410 +7W-W +7W-0Go g 114' +7IN. s7W-00 +7W-90 +7W-0O +7W-9D +7W-00 +701-90 .7W-9D -701-M +70/4)0 +70/-00 134• +7W60 1 +70/-90 1 +70/-00 +70f-00 1 +701-00 +7W-00 +7W-00 145•1 .70140 1 +70/-90 I .701-00 1 +70/-00 FIGURE FOR VERTICAL FRAME ASSEMGLT 1 Ut 1(r [- BL FRAME ASSEMY TUBE WWDOW DIMENSION •A" T I W WLNDOADDITIONAL DIMENSION- ANCHOR .1 (4), IF REQ. SEE SHEET 4 FOR AODRIONAL SAMPLE CONFIGURATIONS FIGURE FOR HORIZONTAL FRAME ASSEMBI. {E FRAME SEE SHEETS 1, 4 & 5 FOR WINDOW ASSEMBLY WINDOW ANCHOR AND DIMENSION LOCATIONS QUANTITIES. SEE SHEET T 10' MA%. 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ADDITDNA ASSEMBLY TUBE SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED amr}{L•p)ME • • • • • • • EMBLY 1*BE• • • • • • • • •• • • • • ••s • •• ••• ••• ••• • • • • • • • • • •• • • • • •• •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mom=-Vmw �> AT7o Ezquallos Dao 1- N By dam [ofi1�Y J LLI LL Q U H Z Q o` 5E cc Q � F- W 0 „a J 0 O u- .0 N p W Z Z C)$ = Z W w Y in Y U)O W � W L) O Z un m0 �O w 0 oFn i :2 �W «X _ 4 e ° 31 Og £ OLL6 'g IC 2- p �> ¢i o � w U .,\r Y LYN "'ptk. ��.•: •LICENSE'•. �(�� * No. 58705 - : C{/ * _ 111 S. aA0,F?_ i Fs •'•Fy ORIDP,..'G��` S A L4kh1A1e-eYet,1P.E. P.E.a 59705 ❑ Delp, Pmsu , Ipsq tr ow Sipe Winds, AN Anchor Groups Snort Side u,da 23' 1 2615/16' I 27-V4' 33-VY I 37' 44' 48-1/4' 53-Vr +W.70 +Op-70 +6W-70 +W1-70 +BW-10 +SW-70 0/-70 +6W-70 +86W-70 +eW-70 01-ro +ON.7o R37' a +e01-70 +W70 +ea-70 ea-70 +SW-70+eW-ro +50W-70 +Sw-7o +M-70 9--i SW-70 +aV-70 +W�-70 +8N�.3M-70 +Ww-70 +SW-70 eW-70 +Wl4l•6 +M-64,9 +ea-70 +6W-70 +SOW-70 6a-ro +6affi.o +60i-70 +601-70 +6u-TO +/-57 54' +SOW-70 +50,-70 +W-ro FOR GLASS TYPES: 4) 7/8" LAML IG:(1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1/8' 'PVB'= TROSIFOL VB INTERLAYER BY KURARAY AMERICA, INC. L r [I SHORT ❑ LONG SIDE SIDE LONG I SHORT I I SIDE SIDE 1)SEE SHEETS 1, 4 It 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. OesV Pressure (psp fa Wind ws Attached to a Frame Asswby Tube mW p,d0• DYnh•r19O1 'A' ,n. 23" 2115,16' 21J'4' 341/7 37' 11 ! e Anchor Group Anchor Gray Anchor Gray Anchor Grail Anchor Group Anchor Group Anchor Group Anchor Grasp Anchor Group Anchor Group All AN All NI NI A I B I A B A B C D A B C D A 8 C D uMer 23" +6W-70 +60'-70 +8W-70 -70 +6U- +6W-70 +Mad6+60'-7 ++6W-70W-61.1 + A +60'-70 +60'S31 +I-50.5 +8Dl4 3 -70 +158.1 +1465 +/55.7 +M-702515/16- +8W-70 +6W-70 +OW-70 +6W-70 +8W-70 +6W-70 +8W-7D 60'S7.1 +BW-70 +W40 +aW-70 +155.9 +8W-70 +u3W-70 +6W-70 +1-5t5 +00-70 +6W-70 +6W-70 3r +M-70 +GW-70 +60/-70 .601-70 +8W-70 +6W54.6 +M-70 +!Safi +eW-70/536 +6W-70 +631-70 +600-70 +I49 -OW-70 +00-70 +601-70 +145.1 +90-70 +BW-70 +BW-7044' +BW-70 +60-70 +6W-70 +6W-70 +8W-70 +6W-85.2 +a0/-70 +I594 +lDl-70-54.1 +0-70 +6W-70 +6W-70 +/-49.4 -601-68 +BWfB.6 +60-BaB -137.9 +WIbD.848-1/4' +601-70 +60-70 +W-70 +fiW-70 +BW-70 +1-%4 +8W-70 X.1 .1541 +OW-7049,3 FA +BIY-658 +6W-70 +601-70 +1-45 +0.602 +M-649 +60-849 53-118- +8W-70 +M-70 +801-70 +6Y 70 +W-70 -0-63.1 -0-70 +15T5 +6W658H-523 +I-W.9 +BWa.3 -0-M.358' +601-70 +60-70 +60/-70 +M 70 +6(YMB +80ffi.9 .8W846 +60/-®.1 +6W54.9 a +BW40 +601-70 +60/-70 +8W-70 +60-70 -0&-a0.7 +600.629 76' +OW-70 +60-70 +8W-70 +601505 +1-57 84' 1 +6000 +60/-70 i +60t-70 1 N55.8 FIGURE FOR VERTICAL FRAME A55EMBLY 7U 1FRAME X A55EMBLY TUBE WINDOW DIMENSION A' WINNOW ADDITIONAL DIMENSK)N ANCHOR .1 (4). IF RED. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE 3E FRAME SEE SHEETS 1, 485 FOR WINDOW ASSEMBLY SEE SHEETS 1, 4 a 5 WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR LOCATIONS AND LOCATIONS AND QUANTITIES. SEE SHEET T.W 10' MAX QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL 3 FOR ANY ADDITIONAL ANCHORS REQUIRED I R QUIRED THE Mays • • • • to FOR THE FRAME �rT�AL SSEMBLY BE • • • • • • ASSEMBLYTLIBE. WINDOW ANCHOR ' • • • • • • • • • DIMENSION � (41 • IF REG. • • • • • • • • • 'A' • •f• to to • • ••• •• ••• ••• ••• • • • • • • • • • •• • • • • •• •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 'RODUC7 REVUM < compllvg wti •e Fhaii$ :,uldinA cede A-pu . Wo EVinrioa DM M, a, Mipmi G J W O }} J F aU 0 J = H Z Q o� ~ W �< n- � ILLD . O 0 W O o0 N a 0 Z_ N p W eH Z Z� E W Y Y W W OO U Z mr`r- gO O .e(n W \U w c _ of „W zX _ ALL Y ® > cl >;gJ i4 gLLd o O iZ Q R wwm p o y$ ��.•.• UICENSF'•. No.58705 •� �� �. 7 7E . k�', •'•'t ORIDP.. •'G\�� if,,, NAL 10N •\``• A LYNN LLER. P.E. tUCT 3UTl ESIC GLA' STRUCTURAL SILICONE OM. FOAM WITH DESICCANT EXT. GLASSti ALUMINUM HOT -MELT BUM REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUTYLENE 5116' NOM. 3116" NOM. 5116" NOM. SEAL BUTYL& SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS � VZ DINT. GLASS �v `INT. GLASS ( v DINT. GLASS �� �—INT. GLASS 75 KODISPACE 7s SUPER n DURASEA00 7s XL EDGE m 0 4SG TPS SPACE R"-�'NXTIM SPACER SPACER AS REQUIRED PER TABLE 3, SHEET4 Item Dwg.0 Description Mat 1 7005 Main Frame Head, Sip 6 Jambe 6063-TB Aker. 2 7071 Anchor Plate 6063-TG Akin. 3 7007 Installation Hole Cow 6063-T6 Akan. 4 7010 Frame Comer Key Steel 6 7078 lFrame Gasket Vinyl Foam 10 7055 Fixed Frame Hols Plug PVC 32 1713 Setting Block 513T x Y16• x 1-1/4' EPDM 33 1714 Setting Block 5132" x 1-7/16' x 1-1/4" EPDM 35 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 6063-TS Alum. 37 7059 Bead 6063-TS Alum. 38 1224 Vinyl Bub Wstp (Thick) Flex PVC 70 39 1225 IVIrtyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Backbeddklg 70 71 134 7004 Add -on Flange Cesemem Frame Assy Tube 6063-T6 Alm. 6063•TS Alm. 86 #8 X 1.112" Quad Pn SMS Stainless Steel Stainless Steel 90 #12 x 1' Ph. Fin. TEK Stainless Steel Part S Description Material 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 77 Quanex Duraseal Spacer Materials 78 Cardinal XL Edge Spacer 5, —� 1.124' 3.54 125" .082' 993' N.M. _ .�, 1.356" 2.701' .439 1 I —{� l Imo— 2.784' .289' J .095 �i .093" FRAME HEAD, INST. HOLE COVER ANCHOR PLATE ADDON FLANGE FRAME 1 SILL & JAMB O #7007, 6063-T6 O #7071, 6063-T6 7D #134, 6063-T6 71 ASSEMBLY TUBE #7005,6063-T6 #7004,6063-T6 .050' .5050'� I .865• .865 6 .87f0' .050' j T77�1 35 BEAD B 36 BEAD C O 37 BEAD D O #7036,6063-T6 #7042,6063-T6 #7059,6063-T6 "" pjY LT Mif ••� • caw • • • • • • No.� • • is�.: •�_ • • • • �` o G �pO�.•' S l �i -•�45: • •107•gwNOLOGY WWC r • • ' QORIDr`. �G\?� i�1s N.•ENICE, FL•127!b • • 9941) 480-1000 • rr»/11RI111i• �1'Bx:� t7 ra=sLri A. LYt� Mx1ER�.E CERT. OF AUTIN79M P.E.a 58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVI.SFD ac xmQtyina wfd me Fwl& A—Pta-N —O6 4. 5 Aarpuese� F.lrpinaioa D•e ,i-d By: Dote: Revision B: 0y. JR 1 05/25/17 INO CHANGES THIS SHEET. Mi i Dade Co"mA ,is d By I Dote I Reris.n A BOM AND EXTRUSIONS J ROSOWSKI Titm: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 series/MOOer: Scale: Sheet: Dro.mg No. Rer CA-740 NTS 11 OF 11 MD-CA740E-LM C loom ORMINOM MIAMI-DADE MIAMI-DADE COUNTY mm 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.00v/economy PGT Industries, Inc. .... 1070 Technology Drive • • • • ...... North Venice FL 34275 • • • • • • • ...... .. . ...... SCOPE: • This NOA is being issued under the applicable rules and regulations governing xUQ.use of, ons.truction: •... materials. The documentation submitted has been reviewed and accepted by Midlx> %)Ade CQ11tityRER ...... Product Control Section to be used in Miami Dade County and other areas where.albwred by the Authority. .; • . • Having Jurisdiction (AHJ). """ 000000 . ...... 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 Miatni—Dae Copp y�reserve• e • o o e the right to have this product or material tested for quality assurance purposes. 11 th0produCt or material• • fails to perform in the accepted manner, the manufacturer will incur the expense of s`i?ch Testing arieft AH? • may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.14 MIAMI-DADE -OUNTYM Expiration Date: April 11, 2023 �FjAg+ l qqI&JI? Approval Date: September 14, 2017 Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Manufacturer's die drawings and sections. 4,00000 . . ••.• (Submitted under NOA No. 12-1218.09) ••••••. 2. Drawing No. MD-CA740-LM, titled "Casement Window DeteQ4 V & 9�t: • .L sheets 1 through 11 of 11, dated 08/08/12, with revision C dated.05L?.5/17, signed and • • • • • sealed by Anthony Lynn Miller, P.E. • • • • • • • • • • .... . ..... B. TESTS • • • ... 1. .. .. Test reports on: 1) Uniform Static Air Pressure Test, Loading p"VRQ, TAS 2Q2-94 ...... 2) Large Missile Impact Test per FBC, TAS 20:-94 : . . •. ..00:. 3) Cyclic Wind Pressure Loading per FBC, TA$ 2Q3 P4 : • • • • • along with marked -up drawings and installation diagram of a PTC sliding glgss Boor, • • a PVC fixed window and an aluminum sliding glass door, using: Kodispace SSG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.21) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P E. Product Contro Exam ner NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. forthZh• "Trosifol® Ultraclear, Clear and Color PVB Glass Interlay;rs'� Uted 01719r17, • • • 0: • expiring on 07/08/19. •••••• •••: ••••0• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amevwe#,J c. for their • "KuraraySent Glas® Clear and White Glass Interla er 'i dot d 06/15/1 S : • • • •: rY ( ) Y Y � ...... expiring on 07/04/18. see* • • • • • ...... . . ..... .. .. . ...... F. STATEMENTS • • 1. Statement letter of conformance, complying with FBC 5" Ehitiori (20141 and with....: • FBC 611 Edition (2017), dated August 29, 2017, issued by nVngfajturer: signed and..... sealed by Anthony Lynn Miller, P.E. . . • 2. Statement letter of no financial interest, dated June 9, 2015, issued by mariuNacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. Manuel P ez P.E. Product Contro x finer NOA No. -0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1f2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579. 35B0, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TAR[ F 1: Glass Types Sheet q 1 5/16' LaTLi (1/8 An - 090' PVB - 1/8 An) 5 2 7/16' Lami 3/16 An -.090' SG - 3/16 An) 6 3 7/16' Lami (3/16 HIS - .090' SG - 3116 HS) 7 4 7!8'Lami.IG(1/8'An-7/16'Alr-1/8'An-.090'PVB-1/8'An) 5 5 7/8'Lami.IG(1/8'T-7116'Air-1/8'An-.09('PVB-1/8'An) 8 6 7/8' Lami. IG (3/16' An - 1/4Air - 3116' An - .090' SG - 3/16' An) 9 7 7/8- Lami. IG (3/16' An - 1/4' Air - 3116' HIS - .090' SG - 3/16' HS) 7 8 7/8"Lam(.IG(3116'T-1/4'Air -3/15'An-.090'SG-3/16'An) 9 9 7/8' Lami. IG (3116' T- 1/4' Air- 3116' HS - .090' SG- 3/16' HS) 7 'PVB'= TROSIFOL' BY KURARAr AMtHII:A, INC. 'SG'= SENTRYG BY LKF Y AMERICA INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 3T WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.4*W (HEAD & SILL 4' MAX. �— B, SEE SHEET 2 i 69' VISIBLE LIGHT HEIGHT (DLO) 1 17-1/2 MAX. A. SEE O.C. SHEET2 III 6' MAX. O.C. USEANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26' OR OVER SI1MTE0 GLASS STACK GLASS .09T TROSFOL*PVB BY KURARAY 1/9' ANNEALED AMERICA, INC GLASS 1B'ANNEALED EXTEERJOR 39 GLASS �( 11/16- GLASS BITE GLASS TYPE 1 71W NOM. GLASS STACK NIB' LAMINATED GVSS STACK 1/8' ANNEALED G 7n 8'AIRSPA .0 VB90'TROSIFOL•PVB 'ANNEALEDOR BYKI1RAr7Ar _ _ �AMEPoCA INC. EXTERIOR a_ 76' HEIGHT C 14-12' MAX. O.C. IF WIDTH IS 4' MAX. 33.476' & OVER (HEAD & SILL) Nr VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E13DD-04 •ANSIAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SIOO-12 •AISC 360-10 I I I I \ I I \ I I \ I I / \ I ) I I I / I I I / I I / I 1/ I I i GENERAL NOTES .............................1 ELE VAT10N....................................... 1 GLAZING DETAILS ........................... 1 INSTALLATION ........................... _.... 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILSBOM.............. 10 EXTRUSIONS/SPACER.................... 11 �2'C�'.•' VCENgf'••��'� No.58705 56 :o. i� �S •.,F(OR1Do`. ��G �� A. I. MILLER P.E. 7/14' ASI� GLASSS STACK STACK Ir .090' SG•BY KUMRAY We' ANNEALED OR AMERICA, INC. HEAT -STRENGTHENED GLASS HEATANNEALED i EN HEAT -STRENGTHENED EXTERIOR 36 GLASS i n I 1 11/16' GLASS BITE GLASS TYPES 2 & 3 70 NOM. GLASS STACK 7/16' LAMNATED GLASS STACK LASS 3nV ANNEALED OR HEAT -STRENGTHENED GLASS 090' SG• BY KURARAY --AMERICA, INC. _3/1V ANNEALED OR HEAT -STRENGTHENED GLASS i 11/16' GLASS BITE 3n6'ANNEALED ,lW ANNEALED EXTERIOR 11/16-GLASS BITE ar GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 GLASS STACK — 1 I — 7/16' UMNATED 311 IE� GLASS STACK 6' ANNEALED OR iHEATSTRENGTHENED GLASS .O9P SG• BY KUMRAY —AMERICA. INC. HEAT ANNEALED OR —HEATSTRENGTHELED GLASS —_ T 11/16' GLASS BITE 3/l6'TEMPERED GLASS TYPES 8 & 9 ,!4sed4Hy: Date: • • [PQOkTE R• */�/�•• ••• GLAZING DETAILS PRODUCT REVISED as : Plling with the Fonda BlvldinI Code Ae ND / EDwc ANCHORAGE B 2017. tzProdtrt J ROSOWSKI N. VENICE, R D4275 • ""` - ( 94'+BKBO.I t �AS�`MENY WINl�O4V DETAILS - LM & SM 08J08/12 JIL a so PGT pDumft. aR. • 3Tie$lmwo • • Saale: nee : D/owing Na. Rev: MU,� Ts � • CA-740• S 01 OF 11 MD-CA740-LM I C ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 ATTACHED TO FRAME JAMB EXTERIOR ATTACHED atata VENT JAMB WINDOW HEIGHT I V SIBLE � LIGHT HEIGHT (OLD) ATTACHEDTO FRAMEJAMB ATTACHED TO VENT JAMB a 38 39 EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT - AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3. / SHEET4. INSTALLATION OPTION 2 INSTALLATION ANCHORS CONCRETE/CMU DIRECTLY INTO MASONRY. PER ANCHOR REQUIREMENT 1/4' MAX ' t SHIM ATTACHED TO VENT SILL �4 --( �8/V\ 4 EDGE DISTANCE tE EMBEDMENT — L0 OPTIONAL ADDON- FLANGE @ HEAD, SILL S JAMBS CFF r1FTAll JAMB NOTES: Al. BE HARD- 1) USE ONLY SUBSTRATE -APPROPRIATE I WARE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE BUCK DISTANCE LIMITS. ANY INSTALLATION HEIGHT OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ATTACHED TO FRAME 21 ALL WOOD BUCKS LESS THAN 1-l/2' JAMB THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAYBE INSTALLED BUCK WIDTH 4 I L ATTACHED VIVENT SILL VISIBLE LIGHH T WIDTH (0 FOR SNUBBER REQUIREMENTS. SEE TARLE 4_ SHEET 4_ LOW I INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE t DE APPROVED LION, ALUMINUM, EL FRAMING OR STEEL STUD. WINDOW WIDTH EXTERIOR HORIZONTAL SECTION A -A EGRESS FORMULAS: ID WIDTH. WASH HINGE: WINDOW WIDTH - 13-12 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 1 1) WHEN INSTALLING COMBINATION UNITS, HEIGHT: WINDOW HEIGHT-6 ADOFDONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 r INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. HEIGHT: WINDOW HEIGHT-7 I1 — f / FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. !'1 SEE TABLE BELOW: I I `\►� DIRECTLY TO SUBSTRATE. WOOD BUCKS 10' MAX. 1�1 DEPICTED AS 2X ARE 1-1(1' THICK OR L—� SEE DETAIL A2, BELOW GREATER. 1X AND 2X BACKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION _ IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/40. l 19 84 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. TYP. ANCHOR TYPE. 1/4' MAX SHIM EMBEDMENT AND EDGE f DISTANCE PER SUBSTRATE, _ f SEE TABLE 3, SHEET 4. - EMBEDMENT PERANCHOR [REQUIREMENT REQUIREMENT OPTION 3 . a INSTALLATION ANCHORS EDGE DISTANCE THROUGH 1XBUCKSTRIP VERTICAL SECTION B-B INTO MASONRY. DETAIL DETAIL Al A2 1111111 AI Additional Anchors Requbed on each Side o1 the Frame Assembly Tube (FAT) LL Window Width Archer pe A B. C 6 D 17' - 25.9' 1 0 28'+ 1 1 H LL Window Hsi9M Anct" Type A B, C 6 D ��R• 5 / � LYrye& 0 - ;s;ow •y GES 6HAN THIS •03/7HFfT. CEN K Q' . •. i> - • wed Dal sio FRODUCT REVISED a complying with the Florida Buildmg Code A Accepuaxe No 17-0614•-14 E retioe Dre /�ff�3 s DWI • • • �v/ * No. 58705 *S lee • • Is • • •: _ ® Descr;plion: Dr.— By: p .• 6 ; ry CROSS SECTIONS & INSTALLATION J ROSOWSKI 1070 TECHNOLOGIF 4ORN[• i see N. VENICE. F• 34275 • T'tl : ,��i l5`SA L/O1TPNN.EAMi a5Il87EI0F`6t ��P,G�.E (.941) 480..�00 • CASEWENf WINd011f IIEZAILS - LM & SM 08/08/12 Cm • caolsTRE.IIA. • • No. "R*""�® F MD-CAC RTCA-740sMPS rPORc: • • • • • • • • • • • • • • Is • • • • • Is • • • • • • • • • • • • • ••• • • • ••• • • CASEMENT X WINDOW Aa HEIGHT WINDOW I WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW rl FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 9NDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) FI ;EE NOTE 7, THIS SHEET GORE 1: / C C \ 740I I i 4 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUIjBE WINDOW 1 1 AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 74 SERIES AWNING I 1i— WINDOW 4 D FRAME ASSEMBLY TUBE 10', SEE NOTE 7, r D THIS SHEET \ 740 SERIES CASEMENT —�- ( WINDOW E FRAME ASSEMBLY, �E TUBE \ 74 SERIES FIXED WINDOW j 'SEE PRODUCTS NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW MIN. # 12 X 1' SMS —THROUGH INSTALLATION HOLES FRAME ASSEMBLY TUBE MIN. # 12 X74 ASERIES SERIES c THROUGH CASEMENTINSTALLATION WINDOWHOLES FRAME 740 SERIESEXTERIOR ASSEMBLY CASEMENT WINDOW TUBE WINDOW lor EXTERIOR EXTERIOR HORIZONTAL SECTION C-C 74 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE MIN. #12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 6 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROMITABLE 3 SHEET; • • •• 2) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. • •• • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLI fte &P-mESIGIf • PRESSURE(PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP - FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES - go ••• ••• 4) USING THE TABLE LABELED NNNDOWANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAS, SILL ANDIUAMBS OF • • • YOUR WINDOW. • •• • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRAT OBE RC11RED (SEC • SHEET 2), AND THAT MIN. #12 X 1- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SER(ES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62- IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CFfJTERIJNE,SEE TABLE BELOW: :;4W4 At6ho Requited on eaoh ilde•f t a Ac bly'tUbe (FAT) LL •VWRIae• 1A)�1th • 17' - 25.9' Awchor Ty A B. C 6 D 1 0 26'. 1 1 H L;l • VA dow Hel9h1• An of Type • /• B, C & D 1P'•25. 0 • 28 * • • 1 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F'^DUCT REVISED R ,u pw.g with the F4cida !lcing-C�de l:<tiir�tirn Dote - Z�':, Hy ;!4i- u Fm3tct O uj n Z U LLLI 0 Z J oc = J U Q ~ J 0 Q LL .O LL) 00 �W N co ti � 04 ~ 0> > LV � O J I c � xZ O W � Z Y V1 Y O7 Q W V _n O mOeQ U u o g 11 U LYNN * No.5B705 11"ONAL �� \ K LLm 4.iI�1P.E Window Anchors Required Window Width (in) under 27' 25-15116' 27-V4• 3P 33.11r 35' 3r Archer Group Archor Group Anchor Group Archon Group Anchor Group Anchor Group Anchor Group A B C D A 1 B 1 C D A B C D A B C D A B C D A e C D A 8 C D J rob 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ardor 23' Hesd/S41 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 4 3 3 3 5 3 3 3 '1a�1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2515/18' Hsad/SI9 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 5 3 3 ] 5 3 3 3 Jsmb 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 383IM Hesd15• 2 2 2 2 3 2 2 2 3 2 2 2 1 3 2 2 4 3 3 2 5 3 3 3 5 4 7 3 Jamb 6 4 1 4 B 6 4 4 e 8 4 4 6 6 4 4 8 6 1 4 6 6 4 4 6 e fi 4 �, Hasd/5• 2 2 2 2 3 2 2 2 3 2 2 2 4 ] 2 2 4 3 3 2 5 3 3 3 5 4 3 3 Jamb e 6 4 4 6 6 4 4 6 6 4 4 8 6 4 4 10 6 6 4 10 8 6 4 10 8 6 4 50.5/6' Hrd/SE 2 2 2 2 3 2 2 2 3 2 2 2 4 7 2 2 4 3 3 2 5 3 3 3 5 4 ! ! Jamb B 6 6 1 10 0 6 4 10 a 8 / 10 e 8 4 12 6 6 4 12 a 6 4 12 8 6 4 6P HeadlS• 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 1 3 3 5 3 3 3 Jamb 10 6 8 e 10 6 e 6 10 8 6 6 12 6 6 6 12 8 6 6 12 B 6 6 12 6 6 6 63' H.&S• 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 Janb 10 0 6 6 12 8 6 6 12 6 8 8 14 a 8 e 14 B 8 8 14 e 6 6 14 a 6 6 7T Has& ill 2 2 2 2 3 2 2 2 3 2 2 2 1 3 2 2 4 3 2 2 5 3 9 3 5 3 3 3 Jamb 12 8 6 6 12 a B 6 14 8 B 6 14 10 a 6 14 10 9 6 14 ID B 8 14 10 s e 76' HrNSr7 2 2 2 2 3 2 2 2 7 2 2 2 t 3 2 2 4 3 2 2 4 ] 3 9 5 3 3 3 ,Isrrlb 12 5 a 6 14 10 0 6 14 10 8 8 to 10 a 6 16 10 B 6 �• HeadlS• 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Corp Anchor Subeoale MK EdgeC.C. Distace DO— A1h EnbedmeM Anchor Pole RequlredT a12, aleW SMS (G5) S. M 5/ 13/8' No 606:4T5 Akan. 3/SA35 t�- Steel 3/T .05PAAGOStud Gr.333ra•.D/S 20 fie. No 014, a l SM3 (GS) SS SMS S. Pk. SIB'13IC No 6081T5 Akan. 3/3• .06r Noaa14,410 A36 91ea1 air 51 .05P No A653 Stud, Q. 33 3/CF:: .045. 20 Ga. No B 1/4' s" Ukaean 2.85k Cororote 2.1? 13B' Pb lkdkew Block V 1-114, No Hollow Block 2-1? 1-114, No 114' a'.W Uk— Hollow Block 1'1-11r YouC 114' 410 SS CmaFW 3.35k C—te 1'1314' No HulbwBlock 2-1rr 1-11r No 91Z steel SMS (G5) 410 SS SMS S. Pku swi-W Yes 8D63.75 Alum. 3/s' .0713' Yesors13, A36 BMW 319' .05T Yen AM SU4 Gr. 33 31W SW .D45, is G. Yes 014, steal SMS (G5) or s14. 410 SS SM5 9. Pkr 5/a' 1' 13/s' Yes 606345 Ak— 3W 5W .0713' Yea A36 SteM 3/8• 5ir .050' Yea A653 Stud, Or. 33 3/r Sir .045 18 G . Yea D 1/4' and Ulbacan 2.a5k Co We 1' 4' 13/C Yea 23%Canffit. 2-1? 4' 1-W ro Holm. Block Frad Block 2-1/2' 2-1/r 5' 1 4' 1-11C 1 13/4• Yes Yea 11C 4109S CrateFM 3.35k Corwr 1' 1 6' I 13/C Yes 3.35k Carrels 2-t/r 6' 1' Yea Hosow Block 2-i/I 6' 1-1/4, Y® stir steel labecon 3.6k Cord 1-1/Ir S 1314' No Ebbw Block 3-11a' S' 1-1/4' No Filed Block 2.1/r S 13/! No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU - 45 KSL MIN FY - 33 KSL Jamb Snubber Locations Glass type: PVB SG (Types i, 4 & 5) (Types 2, 3 & M) B3' 12' max. from and None each end & 3P = lessmax Required O.C. 12' max. tom 12' mac. from °our each end & 3P each end & 30' 63, max O.C. max O.C. 'PVW-- TROSIFOLS PVB BY KURARAY AMERICA, INC. 'SG'= SENTRYGLAS®BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16' HEAT -STRENGTHENED, LAMINATED GLASS, 1W MASONRY ANCHORS INTO CONCRETE, +70/-85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF-70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 11. A 34- X 61- FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF -M-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Matarul Min. F. Min F. S1ael Screw 92 ksl I ksi 410 Scrns 90 ksi 110 ksi Ekc tatrsCon• 155 ksi 177 ksi 410 SS Eke CreteFl•I• 127.4 ksi 189.7 ksi 605345Alunlirlrm 16 ksi 22 kal A36 M.N 36 kal 56 ksi Gr. 33 Steal Stud 1 33 kN 45 ksi SAMPLE CONFIGURATIONS: NOT ALLOWED WITH FRAME ASSEMBLY TUBE 10' 10. 14'� � 4• �4'I 10.6' • • /j . a e •� • • �; • • •• : • •0 a, 4-• 0 'IN �L .,*a _ ••• • • • • ••• • • 006 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t'ROI?UCt R£VTSFD s cemplyirlg with the Fkoride DrilJiug Cede 1-OFoA4.l4- ArcciNxrceNo 7 !?.pirtien Dee Dy Product c � r Cl) W J V H 0 cf) � ZU a o LL � H J `> Z) Q W 0 � 0 .. N .. 00 Z Q 0 u F- s Z rn W Z IL O O ce ..0 W g 0 0U n WU U) a uQ u • 2 ,� ono ��L9 o &W rn h oJ�o•F� x Wi��zo o oZ � U 11\111 1/A 0.6" NO * .- ivo. SE705 `A"ONAL 1"'N isv A LYNN MILLER PE. P.E.0 58705 Deslpn Pressure (psf) for Single Windoxa• All Anchor Groups Window Width under 23• 2515/16• 27,VV 3V 33-1/2' 35• 3T ruder 2r +70f-00 ,701-90 0/40 +701-90 +70/40 +70/40 +70/-80 16' +701-90 +m40 .m40 a701-90 +70/40 a70/-90 +701-90 r a7a4)0 +7C/AC +mAO +70/40 +7a-90 +70/40 +701-90 '+7aA0 .7a-0o +70140 +70/-90 .7a40 +7a40 +7aA1 8• r6311 +7a40 .7a40 +7a40 *7a40 +7D/40 +7a40 +70/$9.• +7a40 +70/4D .meo +7a4B.5 +701.80.6 +7a-77.7 +7D1-74.3 +70/40 +7aA0 +70/-90 +7a44.3 +7a-75.5 +7a•73.7 +7a-701 ' +7a40 +7a-87.2 •701-77.7 -71.5 a6a-624 +WO57. •/-59.3 78' +7NO *7a44.6 •70f-75.7 +/-07.3 +/-56.9 a'W2.9 +l•55.6 84• +7a40 +70140.4 +701-71.3 +60/E2.1 +/-54.2 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1 /8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .0(A" PVB -1/8" AN) 'PVB•= TROSIFOLOPVB BY KURARAY AMERICA, INC. WINDOW HEIGHT L 11 WINDOW WIDTH SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (pan for Windows Attached to a Vertical From Aeaemt/y Tube m Window WK th under 23" 2S15118" Z7-3r4" 30" 33.1/7 35' 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Croup Anchor Group Anchor Group A B C D A 8 C&D A B C&D A B C&D A B C&D A B.CBD A 8,CBD der 23" +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 -15116" +70/-90 +701-9D +701.90 +70/-90 +70/-W +7d.90 +7t0/-9D +70V-9D +701-90 +70/-90 +70/-90 0DJ-90 +70/-90 +701-90 +701-90 +701-9D +701-90 +70/-90 +70/-90 +701-90 +7LV 90 +70/-76.4 +7014D +701-90 +701-84.5 +70/-90 +701-90 +701-79 +70!&0 +70/-90 +70/-73 +70/-90 +70/-90 +70/-81.8 +70/-90 +701-90 +701-78.3 +70/-90 +701-74 +70/-90 fz3tlag" 48" +70/-76.2 +/.61.1 +70/-73.1 +701-90 +/-67.5 +70/-90 +70/-90 +/-a1 +701-90 +70/-W +/•58.4 +70/-90 +70/-90 +/435.4 +70/-83.9 +70/-90 +/4326 +70/-90 +/-59.2 +70/JO 0-518" +70/-723 +/-67.9 +/�.3 +701-90 +/-64 +70/•90 +70/-90 +/59.9 +701.90 +70/-90 +/-55.4 +7IY-88.7 +701-90 +/-62 +701-79.5 +701-90 +/59.3 +701-90 +/-56.1 +70/-89.2 60" +/$1 +/.48.9 +/-58.5 +70/-90 +/S4 +70(-86.6 +70/-90 +I50.5 +701$1 +701-90 +146.7 +70/-74.9 +701-88.5 +/-623 +/-67.1 +70/-00.3 0-60.1 +701-77.7 +/-47.4 +70/-74.3 63" +/58.1 +116.5 +/-55.7 +701.88.7 +/51.5 i +701.825 +7LU-90 1 +/48.1 1 +701-77.1 +M-90 1 +/44.5 1 +70/-71.3 1 +701-84.3 +/49.8 1 +/-63.9 1 +701-76.5 1 +/47.7 1 +701-73.7 1 +/-45.1 +70/-70.1 Ds%W Prewae (ps0 for Wsd-s AOeelgd to a Horizorgal Flame Asm" Tube wrerh ewndow um.r73' 2615118• 273V• 70' 31-1rP 35• 3T A. Gray Anchor Group Arch. Group Anchor Grail Archer Glory Anchor Gmy Anchor Gmup AI All AI An A B G6D A B C&D A B C&D urda 23• 25-1511F .70140 +7a40 +7a-0o .70f-00 +7a4o .m40 +70/-W +70140 +70040 .7014D +7e'47.6 .Ta40 .7a40 +7014D +m-00 +70f-90 +7a43.e +70/40 +7a40 +7014D +7a-00 .70147.E +70f-79.2 +70I-00 +701-00 .70140 30-Vr +7a4D +7a40 +70f4o +70140 +70140 +7ab0 +70f40 +7a40 +701-00 +7a-00 ,70f4a6 +70/40 +70140 P 4r +701-00 .7940 +70f-9D +70/40 +70040 +7a40 .70f40 +70/-90 +70F4D +7a40 +7a40 +70140 +70140 i sosra a0140 +7a4o a7(Y40 ,moo .moo +moo +70/40 +moo +70/-00 a70140 .7(Y49.2 +ro4e.z +7a492 $' 80' +701-90 .70-00 +m-0D +70f4a5 .70140.E +701-60.6 +m40.8 +ro-77.7 +ro-77.7 .ro-77.7 ,701-74.3 +7a-74.3 +70/-74.3 63• +701-W +To-W +7a-00 +74444.3 +m-76S +7a-76.6 +7a-76.5 +m-73.7 +m-73.T .m-70.1 +?W40.1 +7a-70.1 72' +7a-00 +7a47.2 +7a-77.7 +m-71.5 .Ba42.4 .60'84 .6a42.4 *Ba410.9 �+14�7.2� +60140.9 +159.3 N-%3 +T59.3 76• +7a40 +7a44.6 +7a-7S7 N47.3 +/-%9 +1-581 +1511.9 +1472 +/S73 +/a6.6 Nfi5.6 1 HS5.6 W +70140 +7(Y40.4 +7a-71.3 +6018t +/51.2 1 +1-M.2 1 +IL4.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY 1 TUBE 10' MAX. ADDITIONAL ANCHOR (4), IF RED. I 1•�_ I WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME ASSEBLY 10' MAXrM TUBE WINDOWHEIGHT WINDOW WIDTH ADDfTKNdAL. ANCHOR (4). IF RED. • • • • • • S SH TS 1 4 FOR WINDOW ANCHOR L Al•1�AtT Q�S. SEE SHEET • • • • • � �RPNYf1D TI HORS • • • • RWU*ED4FOFbV ASSEMBLY • • • TYBE.• • • • • •• ••• •• • • • •• •• ••• ••• ••• • • • • •• •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED . -ply 2 with roe Fharida B.ddie¢ Code ,.,,.i= a No /Wt I J- Qr, C-.rniation Dstc Nlia' 77 rmducr cr/1fr d U * No.58705 -: 0 6 A �FZ AL 7jl/i1LIr4J+B•1W RE Design Pressure (psf) for Single Windows. AN Anchor Groups WYduw W1dth under 23' 25-15116' 27-314' 1 30^ 33.1/r 1 35' 37' under 2T +9a-130 +9a-130 +9a-130 +W430 +9a-130 1 +9a-130 +901-130 25-15/16' +90f-130 +9a-130 +9a-130 +9a-130C+901-130I9a-130 +901-130 38J/8' +9a-130 +90d-130 +901-130 +9a-130+9a-130 +9a-130 48'+9a-130 +90/-130 +90r-130 +9a-130+ga-130 +9a-130 S Wr +9a-130 +9a-130 +9a-130 +9a-130+9a-130 +9a-130 60' +9a-130 +90/-130 •9a-130 +901-130+9a.130 +901-130 T' +9a-130 +9a-130 +9a-130 +901-130+9a-130 +901-129.8 72' +9a-130+9a-130 +9a-130 +9a-130 --901-122.5 +W-l13-B 76• +9 .0 +9a-13D +9a-130 +9a-130 .901-124.1 +9a-116.7 .91Y-107.8 84- +9a-130 +9 VA30 +9a-130 +9a-130 +901-11&4 WINDOW HEIGHT SEE SHEETS 1 8 4 FOR WINO ANCHOR LOCATIONS AND QUANTITIES FOR GLASS TYPES: 2) 7/16e LAMI (3/16 AN - .090" SG - 3/16 AN) 'SG'= SENTRYGLASPBY KURARAY AMERICA, INC. I ABLt 8: Dd'pr Pressure (mD lor WRdows Attached to a Ventral Frame Assemby Tube w dow Widthorder m 23' 25.1518' 27-N4" 30' 3312' 35• 37' Arwbor Group Anchor Croup Anchor Group Arch. Group Anchor Group Anohor Group Anchor Group A I B C D A B CBD A B CBD A B C D A B C D A B C D A B C D undsr23' +713190 1 +701-90 +70190 +701-90 +290 +701-90 +70190 +701-60 +7a9D +7a-W +70/-90 +70/90 +70i90 +70190 +701-0 +70190 .70190 +70/90 ,7a-90 +7a-80 .70190 +7a,90 +70190 +7019D .7a40 +7W-90 25-15/16• +70190 +701-90 +70190 +70/•90 +70190 +70/9D +70/90 ,70090 +70190 +701-90 ,7a-W +70140 +7a90 +70J90 +701-90 +70190 +70190 +70190 +7a-90 +701-90 .701.90 +70/-90 +70/90 +7W90 +70190 +70190 38.Ylr +7a-00 +70/•76.4 +70140 +7(Y-90 .70190 +7019D +70190 +701-90 +701-00 +70190 +701-90 +70190 +70190 +701-00 +7019D +7a90 +70490 ,70/90 +70190 +7(Y90 +701-90 +70/90 +70/90 +Ta90 +70190 +70/90 x ar +7a-76.2 +161.1 +701-73.1 +ro91) .7a-04.4 +ro90 .m-0D +m-76.s .m90 wa-0o +ro-73 .7a90 +m90 ,7a40 +maes wa90 +7a90 +m-90 +7aas.1 .ro-0o +Ta-80 +m-0D +ro-0z.9 +m90 .7a4o 90 50,W +7a-72.3 4157.9 +/Z.3 +7a-00 +7a-00.1 .7a90 .7a-0fl +ro-74.8 +ro90 +ro90 +/�.2 +7a98+7 +7a-0D +7a90 +7aa4.4 +701-90 +7a90 +m-90 +m-71.2 +m-00 +7a-90 +m90 .ro-78.6 .7a99.9 .70140 +m90 60' +/-01 +/�8.9 +/-58.5 +7a90 +/-07.5 +ro-08.6 *ro90 ,1-03.1 +m-01 +ro9D +ISBA +m-74.9 +ro-09.6 +7a90 +/-02.8 +7tl-83.9 .m-80.3 +ro90 +/-00.1 +7a-80.2 +m90 +m90 +/9B3 +7a-759 +m90 +ro9D 6r +/58.1 +146.5 +/-55.7 +701-M.7 +/-04.3 .ro-02.5 +m90 +/-0p.1 +m-77.1 +ro90 4/-55.6 +701-71.3 •701-05.3 +70t90 1 +1-59.8 +701-79.9 +701-70.5 +m90 +1572 +71Y-76L4 +701-90 +ro-eD +I-nI +7047Z3 .7a-08.5 +7019D Deslpn Pressure (ps0lu Wi d- Attached to a ll m,rtel Frame Asa -by Tub. Width RWYdav uder 9' 2515'16' 273�4' war3}1? 3S 3T Archon Group A.W Gray ArrrM Group Arotor Grail Archer Group Arden Group Anchor Group AM AN AN A9 A 8 CBD A B CBD A 8 CBD ucler 2r 25-1511T +701-00 +70140 +70140 +70140 +7940 .Ta40 +70/-90 +7019D +70/90 +70190 +70t97.8 +70190 +70190 +70(-00 +70J90 +70/90 +701-03.8 +701-90 +70190 +7a4o +70f90 +70576 470092 +m90 +701-0D +70190 39,W +70/4o +70(-00 +7a-0D +71)191) +7(Y90 +70f4o +70t40 +7(Y-90 +701-90 +701-00 +7a4o +7W40 +m4D 48' .m80 +701-90 +70190 +moo +moo +moo .7a-00 .moo +7a90 +7a40 +m90 +m. +m4D 60-WW .moo +70i4o +7a40 +7Df40 +7W90 +70/90 +ro4D +m90 +7(Y-00 +7019D +m-90 +7W90 +moo 60• +m90 +70140 +70f40 +7W90 +7(990 +701-0D +701-00 +m40 +70/90 +7a-00 ,moo +m40 +7M0140 83' *70140 +moo +70f4o .701-90 .moo .7a4o ,L_ .m4o +m-90 +7a-0D ,7a4o +m40 +m90 7r .m-00 +m90 ,7a-90 +m-90 +m9D ,7a4o a7a4D +.40 +701-00 +7a40 .7a'-00 1 +70/40 1 +7&-90 78' +701-00 +7a4o +m90 +m90 +m90 +7a4o +7a-90 +m40 +7a-00 +7a4o +7a4o 84' +1a-90 ,Jtl-00 +70d40 +m-90 +m-90 +m4D +701-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10• MAX ADDITIONAL A1NCF10R (4). IF RED. -�"I •• Y� • WNDONI WIDTH FRAME 10• MAX ---1 L ASSEMBLY I TUBE T } WINDOW HEIGHT WINDOW WIDTH ADDITIONAL ANCHOR (4), IF RED. SEE SHEETS 1 & 4 FOR WINO ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • • •T111BE. SEE SHEETS 1 8 4 FOR WINO ANC*M • • • • • • • • • • LOCATIONS AND QUANTITIES. SEE SHE•T • NO NO • • • • • 3 FOR ANY ADDITIONAL ANCHORS • • 000 • • • • • • • REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• ••• ••• ••• ••• • • • • • • • •i i i • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Mrff)i.)L7 REVISED oy -plying wrh the Ftorida Pns7MgCode ! p ccptrNallo 'O _ _*14- Lrntion Datc .s: OD23 1sr Alipni -?rodu4-0514� OG NSE'- * : No. 5870.5ir •: ���.��; / N1A�l�L A LYIiJ1MLLER P.E. TABLE 11: FOR GLASS TYPES: i'RtTDUCf RsvisEQ 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) Building uildi gC,n& �t�F 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) &"'l pl � N Atupta"ce Mo - p(,pQ•.ki- 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) E. ra"o °a"'' 'SG� SENTRYGLAS®BY KURARAY AMERICA, INC. 61 F.!vucr ode i'mducl pU WINDOW HEIGHT J O wuvoow J W WIDTH Q } 2 6 ti Q SEE SHEETS 1 S 4 FOR U WINDOW ANCHOR LOCATIONS AND QUANTIFIES. U.1 Z o TABLE 12: o d J ILL. U Q O u I_ r 041 d 0 N ow � mH W N O aZ :� In c0 Z 0 0 o°O � Tn In Y Y In to F- Z W _r �tA .. cUn oU W 8Q FRAME e O b 0 n Fn Tn \ U ASSEMBLY n a' ' V W u Q o 10TNAX. -+- TUBE " o M C " U TABLE 13: T >n WINDOW 9 HEIGHT `" o 2 o iWH F _ I WINDOW I_ ADDITIONAL 'I WIDTH !-- ANCHOR W z p (4), IF REQ. �> rn ug¢ o SEE SHEETS 1 d 4 FOR WINDOW ANCHOR v w LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • • • • tueE. ��`�11p1Y LYNN 7/77�i •• • • • • • '�ao'-1GEN .......... MSC SEE SHEETS 1 e 4 FOR WI DPW C;OR• • • • • • • • • Q� '• SS '•- -P LOCATIONS AND QUANT"S. SF4 SHEET • • • • • • • No. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY - TUBE. E •• ••• ••• ••• • • • • • • �� ,C •-.- TE NOTES: • • • • • • • • • • • • • • ''S;S'ONAL EN 1) SEE SHEET 4 FOR ADDITKNAL SAMPLE CONFIGURATIONS. • • • • • • • • • • • A LVI)1111 ALtIiR, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEa5670S a Design Pressure (paQ for Single Willows, AN Anchor Groups wlrwow warn under Z3' 2S15I16' 27�I4' 30' 3}712' 3S 37' under 23' tg01-130 +9a-130 +aa-130 +ad-13D +aa-130 +aa-130 +ad-130 25-15/16' +9d-130 +aa-130 +BO1-130 t9a-130 +sa-130 +ad-13a ,aa-130 3e.YB' +9a-13o +sa-130 +aa-130 tad-GU +a0r-130 agd-130 +gOr-130 m 48• +aa-13o +sa-13o «sa-13o +aa-13o +sa-13o +ea-13o +ea-13o � some' +sa-13o +sa-130 +aa-130 +ad-13o +sa-13o +sa-13o +aa-130 60' +aa-130 +901-130 +aa•130 +aa-130 +aa-130 +sa-130 +aa-130 B3' +ga-13D +aa-130 rap/•130 +aD'-130 ,aa-130 +ad-130 +ad-130 T2 +aa-130 *9a-130 tad-130 *aa-130 +9a-130 +aa-130 +ad-130 78' tad-130 +aa-130 +aa-130 +aa-130 +90/-130 +ad-130 *ad-130 +aa-130 +aa-130 +ad-130 ,g0/-130 t9a/-130 Design Pnaaun (paf) br Windows Attuned to a Vertical From• Assembly 7uoa Wlndow Width m under 23' 2515/18• 27-a4' 30' 33-1/2' 35' 37' Arcfar Getup ArchorGroup Archer Gnarp Anchor Getup Archer Gswp Arctaa Grwp Archer Getup A B C D A B CeD A B CeD A B C D A B C D A B C D A B C D und.rz3• *7a-ao .7a410 gage ,7a-0o +7d�o +7a-0o ,ro-0o +7a-0o +7a-ao +7a-0o +Ta-eo +7a-0o .Ta-so +7aso «Ta-eo +7a-0o .7a-0o .Ta-0o aTa-eo +ro-0o +7a-0o «7a-eo +Ta-0o +7a-ea .7a-0o tro-0o � a1s+1e• wa-eo «7a-0o +Togo +7or-0o +ro•so +ro-0o t7a-0D +ro-eo +ro-0o +lase .Ta-eo «7a-0o +Ta-0o +7a-0o ,Togo +Ta-0o +7a-0o +Ta410 +7o1-eo wa-eo +ro-0o +Ta-0o +Ta-0o .7a-0o .7a�o +ro-0o 3831e' *7a•90 +7a-76A +7aB0 +7a-00 ,7a-90 +ro.ao *7d-90 +7a-00 +7a-0a +ro-so +7a-eo +7a-BO +7d-a0 +7a-00 +701-90 +ro Design Pressure (poi) for WMowa Attached b s Horizontal Frame Assembly Tube NArWow WaiN under 23' 2515/16' Z7�/4' 3D' 7}f/2' 35' 3T Arohor Group Mchor Grarp Anchor Group Archer Getup Mchor Group AncMr Getup Anchor Group AN All All All A CeD A B CeD A B CeD -der 23' +7a-00 +7a-00 +7d-90 +Ta-a0 +7a-90 *7a-00 +7a-00 +7a�3.e +7a-90 +7a-90 +7a-79.2 ,7a-90 25-15/16' +7a-'90 t7a�60 +7a-90 +7a-00 +7a-90 +7a90 +7a-00 +7aS0 +7a-80 +7a-07.6 +7a-00 ,7a-BO 3e-ae' a70/-90 +7a-00 +7a•90 +7a-00 +7a•90 r+70/-W t7d� +7a-0a +7a-ao +7a-BO +7a-a0 +7d-0p +ro-0o r ae� +7a-0o +ro-0o +Ta-so .Ta-a0 +Ta-90 aa-0o ,7a-eo +Taao ,Ta-eo t7a•ao t7a410 +7d-eo � so-sre• +7a-eo +7a-0o t7a-ao +7a-ao t7a-ao +7a-0oso-so+Ta-so,Ta•so.Ta-so+7a-ao,7a-eo60' +70FB0 +7d-00 +7a-90 +7a-00 +7a-so+7a-00 a7a•60 r7a-90 +7a-90 t7a-90 +7a5069' +7a-00 +ro-0o+7a-0aaro4a+7d•eo +7a-0o «7a470 +7a-90 +la-00 a7a-00 +7a-00 +7a-80 Tr +7o/ao .Ta-0o +Taco +ro-so +Taco +Ta-00 +ro-w «7a-0o t7a-ao +7a-ao .Togo +7a-0o +7a-so Te• +7a-so +Toga «7a-ao .7aso +Ta-so .ro-ao +7a-0o +7a-0o +Ta-ao glom +Taco .roao aTa-eo e/• +7a-eo +7aao +7or-so +Taco t7a-0o +Ta-0o .7aeo } WINDOW FRAME HEIGHT ASSEMBLY I TUBE f 0' MAX. ADDITIONAL ANCHOR (4), IF REQ. wwoow � • WIDTH • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure (ps71 br Shore Windows. Al Anchor Groups Window Wroth under23• 25-15/16• 27314• I W 331/2• 3S 37' under 23• +7a-00 +701-00 +701-90 +70140 +70f90 .70/-00 +701-00 25-15116• -701-90 +701-00 +7a50 +70/-90 +7a-00 ,M-90 .70/-00 38Y8• .7a4)0 +71Y-00 +70/-00 +701-90 -701-00 +701-00 +7a-00 u 46• +70f-90 .701-90 +701.90 +701-90 +7a-00 +70/90 +701-00 50-W +71Y-W +70/-00 +701-90 +70f-90 +7a-W +70/-90 +701-00 60• +70/-00 -701-00 +701-90 +70/-00 +70d-90 +M-8&6 +701-04.6 63• +701-90 +7a-00 +7a60 +7a-00 .7a-07.2 •70/-04 +70f-79.9 7T +71Y-00 +70/-00 +ro-06.5 +71 1.s .sa-70 ,6a19.4 +W-87.6 76' +7a-90 +7a-00 +7aa6.3 .ro-76.7 .8aa72 +60/-05.2 +6a-03.3 84' .70/60 +701-00 +70f-01.3 +01-70 +501-01.8 FOR GLASS TYPES: 5) 7/8" LAML IG: (1 /8' T - 7/16' AIR - 1 /8' AN - .090' PVB - 1/8' AN) -PVB•= TROSIFOLWPV13 BY KURARAY AMERICA, INC. 7- WINDOW HEIGHT L wlNDow WIDTH SEE SHEETS 1 S 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (psrD for Windows Attached to a Vertkel Frew Assembly Tube WMow Width m 23• 2515/te• 27-31/' 30• 33-1/2' 35• 37' inchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grewp A I B I C 0 A B C&D A B C&D A B C D A B C D A B Ce.D A B CeD under 23' +701-90 +70/-W +7a-90 +7a90 +70/-9D +70/-9D +70190 +701-90 +7a90 +70190 +701-00 +70/-90 +701-90 +70/-9D +7a-90 +7a-90 +7a90 .70190 +70/-90 +70/-90 ,7a-90 +70/-90 +7a-90 +7a-DO 25-15116• +7a90 +701-90 .7a-90 wa90 +7o/•90 .70190 +70/9g +701•90 +70/90 ,70/90 .7a9g +701-90 .70190 +70/90 +701-90 +7a-9D .73f90 +70190 -70190 +7a90 +7a90 .7a-go «ro60 «7a-00 3&3/e• +701-90 +7a-76.4 .7a-90 .7a90 .7a-04.5 .o 7a9 ,7a90 .7aa9 +701-90 ,7a90 ,ro-73 +701-90 +7a-9g +7a-90 .7a-01.e +7a-sg .7a90 .7a-90 +7aa6.3 «7a90 +7a90 +7aa4 +7ai0 .7a-90 48' +7a-7e.2 +/91.1 ,7a-73.1 +701-90 .1-67.5 +ro90 +7a-90 +/93.1 +7a9g aa90 +r364 +7a-W ,7a-90 +7a90 +F65.4 .70193.9 ,7(Y90 .7a90 «/a2.s +7a-9g +7a90 +/58.2 «70160 .7a9D g SOa/8' +701-72.3 +l-57.9 +/69.3 +7a9D +/64 .70b-90 .7a90 ./59.9 +7a6D +7a-90 +/-M.4 +7a-Be.7 ,7a90 +7a90 .!$2 .7a-79.s +7a90 +7a-0o +/-59.3 +ra-90 ,7a90 +1-56.1 +7a$9.9 +70( 60• +/-61 .11s.9 +1-56.5 +701-90 ./-54 +70/a8.e +7a-90 +/-50.5 +70/al % +90 +1�6.7 +ro-7d.9 +7aa9.fi .7a-90 ,rd2.3 +/97.1 +7a-00.3 +7a90 +/60.1 +7a-90.2 +7a-fi6.s +/17.4 +7a-75.9 .7a-04.6 +/a6.5 +la5.7 +roae.7 .1-51.5 •7aa2.5 +ro-90 +/J8.1 .7a-T7.1 *70l-9I1 +114.5 .7a-7i.3 +7a$5.3 +7a90 +H9.e +l99.9 +7a-76.5 +7a97.2 ./97.7 +7a-76.4 +7aa4 +/J5.1 +1-72.3 +70f-79.9 Design Pm 0.1) b Wswdows Atbched to a HDdZo" Frame Auwnbly Tube Wetlowr WaXh R wader 23' 2StY16' 2734' 70' 331? 35' 31' Arch. Group p I Arch. Group g Arch. Group op rc Ah. G" Arch. Gmup Anchor Group Arch. Gr.p AII1 A9 I AN AN A 1 B C&D A B C&D A 8 C&D wider 2Y .701-90 ♦71Y-90 +70d90 +7a40 +7a-90 .7aa7.6 +7a-90 +70140 +7ad3.9 .701-M +70190 ,701-7 17a90 25-15/16' .7a90 .7a40 +7a-90 +7a90 +7a90 .7a40 +7a-90 +TY90 a7a90 .7a90 +70da7.6 +7a-90 ,7a90 383r8' a7a-90 +7a-90 .7a-90 +7a-90 +70140 +70/40 +7a-M +7a4o .7a.90 +70/-90 +7a86.a +7a-90 +7a40 y, 49- +7or90 +7a-90 .7a-90 .701-9D +70✓-90 +7a90 .70190 ,7a90 .7a-90 +701-90 +701130 +ro-90 +701 f w-us. +7a-90 +7a-w .7a-90 .7a-90 +7a-9D +7a-90 +70140 .M40 +70190 +701-90 +7aa9.6 +7a-9D +7a90 60' +7a-90M+7(Y-90[+�7DO-9D ♦7a-90 .7a-90 +7a-90 +7a90 +7aa6.6 ♦7aa68 .7a968 +7ab4.6 a7a$4.6 +7aa4.6 63' .7a-90 .7a-90 .ro97.2 +7a97-2 +71Ya7.2 .7aa0 +7aa4 a70l-04 +7a-7972• ,7a-9D +70/at5 +ea-70 +6a-70 ,8a-70 +6ae9.1 +6a69.4 +ea99.4 .6aa7.8 +6aa7.6 +eafi7.6 7r +7a-90 +70/-76.7 +6aa7.2 +W-67.2 a6aE7.2 .6aa5.2 +Baa5.2 +60Iffi2 +6a-03.3 +6U'E +Ba93.3 B4' +701-90 +W-70 +=61.8 +8aa1.6 +BaA1.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10 TMAX. ADDITIONAL ANCHOR (4). IF RED. -4 • • • w"'Dw W®TH FRAME SEMBLY 10• MAXTW� TBE WINDOW HEIGHT DDITIONAL yy®TMNCHOR C.J IF REQ. SEE SHEETS 1 6 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ArjCHOR • • • • • • • • • • LOCATIONS AND QUANTITIES. SEE SHEET • • • • • • • • 3 FOR ANY ADDITIONAL ANCHORS • 000 • • • • • • • REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• ••• ••• • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC7 REVISPO as -,-1dyina wits Ow T'wrids Rwwft code �7 t Aorgtrance top i =11 Ex� tiop DNe +w � J 0 v }} Fa- F- U U o � w Z S r 0 m 5 Q Ll.. k -0 dW CC) n C) LO W m F- N O o Z H 80 8o N Z Tn U) ofo O O Z w =^ o o - W Q g O m 0 in U) �U it `so Q' w W u Q _ Jm 4.9 ai D� I •Ls° i o m�q i uia4� a rj �j O LY � � w oz� U t111111 y!/ �pNY I..VA.( jCEN4 •.• (�� i * No.58705 * =_ Of =�0,, ISAITI ((7� ' �CCSs • . ... •"4 ORID � ONA� tE A. LYNN MLLEL P.E. P.E4 56705 Design Pressure (pso br Sirgle Windows, AN Anchor Groups Wudow Width under 23' 2StSn16' 27J/4' 30• 33-1/2' 35' 37' under 23' +90/-130 +901-13D +90/-130 +90-130 +901-130 +901-130 +9a-130 25-15116' +90/-130 +9a-130 +901-130 +901-130 +WA30 +90/-130 +9a-130 363/8' +901-130 -901-130 +901-130 M0f-130 +901.130 +90030 +901-130 4W +9a-130 +901-130 +9a-130 +9a-130 +9a-130 -901-130 +90/•130 50-5/8• +gW-130 +901-130 +901-130 +9a-130 +901-130 +901-130 +901-130 Go. +9a-130 +9a-130 +9a-130 +90fA30 +901-130 +90030 +904130 M. +901-130 +901-130 +ga-130 +90f-130 +9a-130 +90t-130 +901-130 72' +901-130 +9(Y-130 +901-130 +901-130 +9a-130 +9a-124.6 +9a-115.7 76' +90/•130 +9a-130 +9a-130 +9a-130 +901-126.2 +9a-118.7 +901-109.6 84' +9a-130 +8a-130 +91)1-130 +90/-130 +9a-118.4 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16' T -1/4' AIR - 3116" AN - A90" SG - 3/16" AN) 'SG'= SENTRYGLA SY KURARAY AMERICA, INC. WINDOW HEIGHT F_1 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES I Lt 10: Deftn Pressure (psf) br Windows Attached to a Vertical Frame Assernbfy Tube Window Wdth under 23' 25-15/1B 27-N4' 30' 33-1/2' 35, 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I B I C D A B I C&D A B C&D A B 1 C D A I B C I D A B C&D A B C D order 23- ♦70140 +70180 +701-00 +70/-90 +70/-90 +70/-90 +70/-90 '701-00 -701-90 -701-90 +70/.W +70/S0 +7a-90 +701A0 +70f-90 +7a-90 +70/40 +7aA0 +701-90 +70/-9D +70/.90 +701490 +701-90 +701-00 +70160 2515/16' -7a-00 +M-90 +701-90 +7a-00 +70/80 +701-90 +7a-00 +7W'Q +7a40 +71V +7a-W +7a-00 +7a-90 +7a-00 +7a80 +7a-00 +7a-90 +M-w +7a•90 +7a-9D +7a-00 +7a-00 +7a-00 +7a-90 +7a-90 E 38-3/8' +7a-00 +7a-76.4 +7a-00 +7a-00 +7a-90 +70/-00 +7a-00 +7a-90 +7a-90 +7a-9D +7a90 +7a-90 +70/-0p +7a-90 +7a80 +7(Y80 +7a-00 +7a-00 +7a•90 +7a-00 +7a-0D +7a-00 r7a-0p +7a-90 +7a10 48' +7a-76.2 +/.61.1 +701.73.1 +7a8D +70/-84.4 +7a-00 +701-00 +701-78.9 +7a-90 +7a80 +7a-73 +7a-90 +7a-0D +7a-90 +70/-78.5 +7a-W +7a-90 +7a80 +7a-75.1 +701-90 +7a-90 +7aA2.9 +7a-00 +7a-90 +7a-90 g 50SJ6' +7a-723 */57.9 +/-6%3 +701-90 +7ad0.i +70/80 +7a-80 +70/-74.8 +7a-00 +7a-90 +1�.2 +70148.7 +7a-00 a7a-90 +7a-74.4 +7a-90 +7a80 +7a-g0 +7a-71.2 +7a80 +7a80 +7a-78.fi +7a 89.9 +7a-00 +7a-90 +/.18.9 +/-58.5 +70J-90 +1.67.5 +70t86.6 +701-W +/89.1 -70181 +701-90 +1-68.4 +701-74.9 +70/A9.6 +7a-90 +1-62.8 +70/83.9 -7a-00.3 +7a80 +/-00.1 +7a-00.2 +7a-00 +/86.3 +701-75 9 +7a-0D +7a-90 63' +F68.1 +/d8.5 *1�5.7 +7a8B.7 +1-64 3 +7a82.5 +7a-00 +/E0.1 +701-77.1 +7a-90 +/35.6 +7a-71.3 +7a-05.3 +7(Y-00 +/-59.8 *7a-79.9 +701.76.5 +7a-90 */-57.2 +7a-76.4 +70/-w +/g{.1 +7a-72.3 +7a-06.5 +7a-W Design Preewm (pat for Windows Attached to a off rhoMal Fnama Assembly Tube w.dew w am B under 73'FG 273/4' 30' 33-1/2 35' 3T Anchor Group Anchor dap Anchor chip Anehor dare Anchor dap Anchor Gncup All AN AN A 8 C&D A C&D A B C&D urdw 23- 25-15/16' .7a-90 +7a-00 +7a40 +701-90 +7a-00 +7a-00 +7a80 +701-90 .7a47.e +701-90 +70/-90 .7a-90 +7a&0 +76'40 7a J0 7a-00 +7a40 +7a-07.0 .7a-79.T +7a40 +7a40 +7a-00 3831E +7a40 +7WW +70190 +701-OD +7a-0D +70/40 +7a40 7a40 .7a40 +7a40 +701-00 15 4E +7a-00 +7a-W +70180 +70/40 +70140 +7a40 +7a40 7a40 +7a40 +7a-90 +7a-90 5051E +7od-00 +MM .7a40 +7a-00 +Ta40 +701-90 +7a4o 7a40 +701-90 a +7a40 +7a-00 0' +7a40 +7a-0D +7a40 +70140 +7a4o +7a-00 +7a-90 +7a-00 7a40 .7111-00 +7a-00 +701-00 +701-90 +7a-00 +7a-BO +7a40 +701-90 a70/40 +7a40 +7a40 +7a40 +7tO-00 +7a40 +7a-00 +70/40 +70d-00 .7a40 +7a-00 +7a40 a7a-00 +7a40 +7W-93 +7a4o +7a40 +7a-90 +7a4076• +7a-90 +7a40+7a4D +7a-90 +7a40 .7a40 .7a40 +7a40 +7a40 +7a40 +7a40 +7a-90 84' a7a40 .701-90 +7a401 +70/-90 1 .70/40 +70/40 +70140 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. ANAL ANCHOR (4). IF REQ • WINDOW WIDTH I • 1�- • FRAME 10-MAX ASSEMBLY TUBE WIN. HEIGHT _ I WINDOW I _ WIDTH r! ADDITIONAL ANCHOR ( 1), IF REQ, SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • • • • • • • • • REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • • TUBE. •• • • • • ••• • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR • • • • • • • • LOCATIONS AND QUANTITIES. SEE SHEET • • • • • • • • • • 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • • • • • • • •• al: • • • •• •• ••• • • • ••• • • cow4thdne F4rida .:1:ralwn 2 � w J W J v [n Z F H V w Z J o� NN 0 J J_ LL a- Q F_ m IL W 0 `Cm � � Tn to o Lu O m H to DO N 0 8C3 S(0 U) Z °Z 07 LLJ (n Cl) of OO Z W n [n u) o U_n W a Q O m 0 a (n [n \ U € «w d Q U IN u oN oo 9 a �nrc QIt m O�7 ®pg r 0 Ewa poi a x �>rn o � o� i ��'��.•' LICENSE •' /��� * N0.587D5 =ADO `- 6Td (. .- [(7` /4/If11110` A LYNN MILLER. P.E. Item Dwg. # Description Material 1 70D2 Main Frame Head, Sill & Jamb 606&T6 Alum. 2 7071 Anchor Plate 6063-TB Alum. 3 7003 Sash Top, Bottom & Side Rail B063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip.187" x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steal 13 7013 Tie Bar Guide Nylon 14 7015 Tie BarAssembly Steel or SS 15 1 7028 IMaxilmDyad Operator, WW�24" Steil 16 1 7027 I Maxim Dual Arm Operator, WNh24' Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operators acer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider Dual Arm) Steel 22 7023 Egress Hln a avy Duty), Manuf. byTruth Steel 23 7050 Egress Hinge/Washable HD), Manuf. by Truth Steel 24 ISnubber, Anti -blowout Clip Steel 32 1 1713 ISetting Block 5/32' x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7 16" x 1• 4" EPDM 35 7036 Lami Bead B W63-TB Nwn- 36 7042 Lami Bead C W83-TB Alum. 37 7059 Lami Bead D 1K183-T6 Alum 38 1224 Vinyl Bulb Ws (Thick) Flex PVC 70 39 1225 Vinyl Bulb Ws (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 60 1 7006 IScreen Frame 3105-H14 Alum. 61 1 7040 Iscreen Corner Key Pdyprcpdene 62 IScreen Cloth Fiberglass 63 1635 Screens line EM. PVC 54 320 Screen Spring Stainless Sled 70 134 Add -on Flange 6063-TSAIum. 71 7004 Frame Assy Tube 6083-TB Alum 80 118-32 x 1/2" Ph. Pn. Mach. Sa TYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" Fl. Ph. SMS Stainless Steel 83 1 1#8x 7 8" Fl. Ph. SMS Stainless Steil 84 #8 x 1" Fl. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 #8 X 1- 1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./ TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS T V%CENSF N0.58705 13 �-T NS/,DNAL e ',lllll 11111\\\ • • • • A LYlN NLLER P.E. • P.EY 58706 SASH • • • • • • • I•�sea tlBl• Doke: Re"hion: • • • 05/25/17 SHEET. GES THIS • • • rsee y, Dote: Revisor. • • e Descnptian: BOM AND CORNER VIEW •N. VENIZF TL f4j�� • (941) IW0-1604 • 6OPYRWOM17 • • • • Pa PGT� • a PRCCUCT REVISED :n cpnpt— with the FLaids Atli1ao f - dlo14.1 ¢ Ex ' Y4. e}. Mimet Pro�rct Coaaal J ROSOWSKI Dole: MEMBINIT WINDOW DETAILS - LM & SM 08/08/12 enMoc'l: • Scope; Sneer: Ding No. Rev: • •CA-740 NTS 10 OF 11 MD-CA740-LM C • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS —v K_ODISPACE 100 ACC TDC 5116" BUM & DESICCANT FOAM EXT. GLASS — DURASEAL@ 02 CDArCD :ONE HOT -MELT BUM STRUCTURAL SILICONE 114" NOM. FOAM 3/16" NOM. WITH DESICCANT EXT.GLASS GLASS L//// `INT. GLASS SUPER 07 SPACER'VNXTIM rct,tmtry i POLYISO-klNT.GLASS NT FILL AREA BUTYLENE5/16" NOM. SEAL LICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS GLASS XL EDGET" 1) SPACER Part # Description Material 100 Kommeding 4SG TPS Spacer System 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for102 Quanex Duraseal Spacer Materials 103 Cardinal )L Edge Spacer NOM NOM. 2.919' 1 FRAME HEAD, SILL & JAMB #7002,6063-T6 1.358' -� 1" .095 I T 2 ANCHOR PLATE #7071,6063-T6 O50" 35 BEAD B #7036, 6063-T6 {� .17r I .870" .05V .569' 37 BEAD D #7059,6063-T6 //111111 rtr '. • y}CENy. M/1���'•• • No. 58705 '•.�ORIOP.. •' AL 1E�GJ • i A LYNN MLLER P. • P.E.0 58705 Ti I .062' NOM. 1.159' f2.139" 3 SASH TOP, BOTTOM & SIDE #7003,6063-T6! ___L .040' 1.000' .423" — FIXED 60 SCREEN FRAME #7006,3105-H14 .523' O50' .865" T 36 BEAD C #7042, 6063-T6 • • • • • • • Wn •tt uote: Revision: • • • • • j J Q 05/25/17 NO CHANGES THIS SHEET. • • v;seG Date: Revision ® Description: EXTRUSIONS & SPACERS —+1 1.124" �-- .125" 2.701' .062' j 71 093" FRAME ASSEMBLY TUBE #7004,6063-T6 2.203' +{ 1 093' 093' 70 ADDON FLANGE #134,6063-T6 PRODUCT REYISBD es comylymly •,vith the Fi°ride [iuildmg Cnde A«epl.Iltt No l�—ort4.14 FxpiIm Doc Mi J ROSOWSKI : -v lNi`l:!_L-,a�T- T - •-• mte • (941) WO-160% fAtEMBNT WINDOW DETAILS - LM & SM 08/08/12 i• aPrRl�ffOmt : • • S-1-AWM • Scale: meet. CERT. OF AUTH. #29296 Drow;rrg No. Rev: ALL RIG ••CA-T40 NTS 11 OF 11 MD-CA740-LM C • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIND CALCULATIONS INSTALLER: ASTOR WINDOWS & DOORS 7330 S.W. 42ND STREET MIAMI, FLORIDA 33155 PHONE: (305) 328-9138 FAX: (305) 418-7541 WEBSITE: WWW.ASTORWINDOWS.COM PROJECT: IMPACT WINDOW / DOOR INSTALLATION AT. 177 N.W. 96T" STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY '.9JUNE 052 PREPARED BY: i CARLOS'M. P EZ,: P.>E UTUvRA NGINEER FIL:58P'44 0071 8 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 112Th STREEF, MIAMI, FIORidA 3317b TEI: (786) 242-1720 , FAX: (786) 242-4399 STRUCTURAL ENGINEERING CONSULTANTS, �NC PROJECT 1?3-T1.V1• ' JF1 N 9420 S W. 1 1 2TH STREE' SMEE' NO,.•_ Z'''=l• • Z MIAMI, FLORIDA 3 3 i 7 b GATE 1 T46 TYL (78b) 242.1720 • FAX 78b' 2 4 2 --1 5 9 IN' r DESIGN CALCULATIONS Co OE ; A 5 CE -1 O "I P.JD VE-ux 7= Y-� 5 M P H !E Po5QAE Kd = 00, K{t= t• o0 VE(.0c. T7 PRF55. exQoSuaE ©' 9 5 ( Rom 'rABte 3o, 3-I ) Roof 5LO fe `4 / 1 ?, BL1�G,"\,- "3) NARAoWEST D)m.= . Q (CcANGESt rog ;Z:Pot 5� 0=0.4 X�ZLfo`l-.. 5)-o a = PSI' ALL I Y:' ►NDCW � S DOORS cRit ARF09 = Z Q 5 1.00 .),ov I a, � IP I o'94 --1. 4 0 -ll04� —A5, 0 —Sg•9 YYYYY• Y June 05, 2019 Miami Shores Village •�•••• • Building Department •' • • • • • • Miami -Dade County, Florida .... • •.... Job: Impact Window / Door Installation at: • •; • •; : • 0 • : 0 00 ; • • • 177 N.W. 96 h Street, Miami Shores, Florida o...... RE: Window / Door Units Design Wind Pressures • . . • ...... •.... . Dear Sirs: '.:..' We hereby attest to the best of our knowledge, belief, and professional judgment that according to the abovea ` referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 47.1 psf Negative Design Pressure (Zone 4): 51.1 psf Positive Design Pressure (Zone 5): 47.1 psf Negative Design Pressure (Zone 5): 63.1 psf DOORS: Positive Design Pressure (Zone 4): 45.0 psf Negative Design Pressure (Zone 4):•49.0. psf' Positive Design Pressure (Zone 5): 45.0 psf Negative Design Pressure (Zone 5): 58.9 psf NOTE: "Zone S"pressures are applicable to openings that are within 3'-10" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: II * Exposure Category: C * Building Mean Roof Height: 12'-6" * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you should% h en t' `'v`e: any questions or concerns regarding this or any other matter, please do not hesitate to contact'us. Sincerely - STRUC URAL EN EERING:CONSULTANTS, INC. (E.B.#: 007781) 06/05/1-9= Carlos :;Perez, Structul al Engineer FL. P.E.#:� ' 4a�i���e����` "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. I I2Th STREET, MiWi, FIOR6 33 176 TEI. (786) 242-1 720 - Fax: (786) 242.4399 JOB NAME : RESIDENCE 177 NW 96TH ST MIAMI SHORES , FL W5-06-1�-13`i � Miami Shores Village APPROVED BY DATE 70NING DEPT PLDG DEPT a ( l CT TO CO"PLIANCE WITH ALL FEDERAL STATE AI I7 Cr TY HU' FS AND RFG111 AT'`)NS RECEIVED J N1 BY: •••• •••••• • • •••••• ••••• •••••• •••••• • • • •••• STIIUCTU-`,L E"c,,� .-rq k: CER CAR ` ATc C. i .'ter ' C V, TnNT S..VC _CC U; STRUCTL ^ R ', P.E. 941 S. W 112TH STREET;11IAMI. FL 33178 TEL 78f}242_1720 T (EGRESS) D IGHT D (EGRESS) OFRONT NOTE: MEAN ROOF HEIGHT: 12'- 6" ROOF TYPE: 4 : 12 GROUND FLOOR PLAN el ... Wo L• Lu z .w z 0 2 w g O _ LLI Q U cr w ¢ a STPUr-U;44L Ft'G'mFER'"G C^v;ULTANT,9 iNC, Cr ,Ti-:CA:E Cc A :2; 7761 C.R_( 7.t,_V , _LP=2=Z,PE. S R . :;TJRAL I:%G. _CR P'2= c ,',. 1121 H STriEE-; LIL4MI, FL33178 'tL 766-2 2-1720 DATE: 06/07/19 �_ • _ r SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #. 06-2019 of •.•• •••• NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS, NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44• ABOVE THE FINISHED FLOOR NOTE 5 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOTE 6. IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA. COMPLIANCE WITH ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. NOT PART OF THIS PERMIT I I'� \�' I © (EGRESS)© (EGRESS)-- I��II (EGRESS) RIGHT ELEVATION FRONT ELEVATION "A' OVERALL FRAME SIZE 74" X 38-1/4' (2) 37- X 38-1 /4" (X) SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. N.O.A.. 17 - 0614.14 ZONE 5: + 47.1 - 63.1 GLAZING: 5/16' LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 TROSIFOIL PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "C' 37" X 51" (X) SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. N.O.A.: 17 - 0614.14 ZONE 4:+47.1-51.1 GLAZING: 5/15" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 TROSIFOIL PVB INTERLAYER INTERIOR LITE: 1/8' ANN. GLASS o 4-18" "B" OVERALL FRAME SIZE :76" X 86' (2) 38' X 86" (0)(FIXED) SERIES C- 740 ALUMINUM FIXED CASEMENT WINDOW- L.M.I. N.O.A.: 17'0814.15 ZONE 4:+47.1-51.1 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16' ANN.GLASS .090' SENTRYGLAS INTERLAYER INTERIOR LITE: 3/16' ANN. GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4' X 3/8' X 86" ALUMINUM TUBE MULLION BY PGT N.O.A.: 17-06W.01. STRUCTURAL ENG'NEER:NG CO"SULTANTS, �vC Cl-T riCf I-` CFAJ1,+ N,) =077dj CAR-;,c 14Ay; - --� P.E. 112'H ,3Tt=ET MLAMI. FL 331T$ 2-1720 • f H J W OLL• LU •U) U •w Lu 3 ion Q Z x w �-z 2 Q H W Z 0 LLI Q Oa, U (L DATE: 06/07/19 SCALE: 3116" = 1' DWG. BY: M.R.Z. JOB #: 06-2019 2 of 3 • • • •• •• • NOT PART OF THIS PERMIT LEFT ELEVATION NOTE 1: WINDOW FRAMESIMULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3' THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4. ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44' ABOVE THE FINISHED FLOOR NOTE 5 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOTE 6 : IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA. COMPLIANCE WITH ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. '' 37' X 26" (0)(FIXED) SERIES C- 740 ALUMINUM FIXED CASEMENT WINDOW- L.M.I. O N.O.A.: 1 ZONE 4: -47.47.1-5151.1 GLAZING: 5/16' LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: VW ANN.GLASS .090" TROSIFOIL PVB INTERIAYER INTERIOR LITE: 1 /8" ANN. GLASS REAR ELEVATION -C- 37- X 51- (X) SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. N.O.A.: 17 - 0514.14 ZONE 4:+47.1-51.1 GLAZING: 5/18' LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8' ANN.GLASS -D- 37' X 38-3/8" QQ SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. N.O.A.: 17 - 0614.14 ZONE 4:+47.1-51.1 GLAZING: 5/1B" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 TROSIFOIL PVB INTERLAYER INTERIOR LITE: 1/8' ANN. GLASS .090 TROSIFOIL PVB INTERLAYER "Dt" 37" X 38-3/8' (X) INTERIOR LITE: 1/8" ANN. GLASS SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. 'E" 72" X 80" ( DOUBLE DOOR) N.O.A.: 17 - 0514.14 SERIES' 160 SENTINEL" ALUMINUM OUTSWING DOOR -L.M.I. ZONE 5: +47.1 -63.1 N.O.A.: 17-1228.05 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS ZONE 4: + 45.0 - 49.0 EXTERIOR LITE: 1 /8" ANN.GLASS GLAZING: 7/18' LAMINATED IMPACT RESISTANT GLASS .090 TROSIFOIL PVB INTERLAYER EXTERIOR LITE: 3/16" ANN. GLASS INTERIOR LITE: 1/8" ANN. GLASS .075 SAFLEX CP OR .090 SAFLEX OR .090 SENTRYGLAS OR .090 TROSIFOIL PVB INTERLAYER INTERIOR LITE: 311V ANN. GLASS NOTE: WATER INFILTRATION RESISTANT THRESHOLD IS REQUIRED FOR THIS INSTALLATION. STRUCTURA'_ ENGINEER N'; C^"ISULTANTS, IUL CENT F,CA-L j. - - CX7731 CA" LOS "",,JFL F EJ-7 -.1 A?T 1 STiiEE-, KAMI, FL 33176 /Cu-_ 2 1 /20 •••• f •••• H J• Wo LL. •w Z p z m co _¢ W F Z 0 _ ' Q O� U 0 ¢ a DATE: 06/07/19 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #. 06-2019 3 Of 3 • • •