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WS-19-1680Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: VVS-0749-1680 °^+ Permit Type: Windows/ShUtters - tassification: Window/Door Repiacerhent Permit Status: Approved Issue Date:09/17/20191 Expiration:03/16/2020 Location Address Parcel Number 9699 NE 2ND AVE, Miami Shores, FL 33138 1132060134050 Contacts 1101 MIAMI SHORES LLC Owner 9699 NE SECOND AVE, MIAMI SHORES, FL 33138 HURRICANE WINDOW AND SCREEN Contractor AL-JAMAL MOHAMMAD 8515 129 TER, MIAMI, FL 33156 Business: 3052358110 Inspection Requests:_ Inspection Requests:_ Description: REPLACE STORE FRONT SYSTEM TO REPLACE p Valuation: $ 39,000.00 PERMIT#WS18-3403 3t —'162-4949 TotalSq Feet: 0.00 Payments Date Paid Amt Paid Fees Amount 50% Renewal Fee $115.00 Total Fees $115.00 Total: $115.00 Check # 49674 09/17/2019 $115.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is a�and t II work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abov a d ontra Qry do the work stated. Authorized Signature: Owner / Applicant / Date September 17, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ZX\BUILDING ❑ ELECTRIC ❑ ROOFING P2ECEiVED j 2 9 2019 BY: FBC 20 l� Master Permit No.V� S -0�_ I c)- (600 Sub Permit No. - ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑SHOP 1 CONTRACTOR DRAWINGS JOB ADDRESS: A/ City: Miami Shores ilil County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: e OWNER: Name (Fee Simple Titleholder): \�\ a) j&� M ��C VIC ZS Phone#: Address: y (4 1i I) zy, L P\\rk- city: " 0_A_ � State: Zip: �� 1 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: j�.� Cane �(1 4lpl Phone#: -a_�Al d Address: City: ►t 0. (� l State: L_ Zip: , v Qualifier Name: M D b a M A I .) Q!, Phone#: as State Certification or Registration #: l\ x \ \ C3 �A (4 $ 1 � Certificate of Competency #: ) -5 6 S a a �5t4 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 Description of Work: 11�, � \ Q C I;z Specify color of color thru the: Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ O `c V - _ wS 11 CCF $_ DBPR $ Technology Fee $ Training/Education Fee $ ❑ Demolition CO/CC $ Notary $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ (� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _ Signature OWNS or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this l day of ;-S 20 l! by NwV' vt_ , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: 1 Print: n C^G ` Seal: CLAyTONRINGEL MY COMMISSION #GG24539 ` EXPIRES: AUG 05, In Bonded through 1st tate Insurance ************* ** **4 APPROVED BY 13 as The foregoing instrument was acknowledged before me this _ day of V W. 20 =t—' by 19 sh who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: MAf'IER ate of Fi SHAGRA Sign: =:� a-N -. fission # 5 5 5 Print: ��` mis n er 03, 26221 Seal: **************************************************************** Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 26.54 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. IA STOREFRONT DOOR IMP. 39.000 84.000 22.75 40.28 -43.89 INT (4) 15-0612.09 1B TRANSOM IMP. 39.000 14.000 3.79 42.56 -46.16 INT (4) 150612.09 FLOOR PLAN & GLAZING ELEVATIONS SCALE: 1/8"= 1' NOV 14 2015 '�Y: I EXISTING SOLID DOOR TO REMAIN �j1ianii Shores Village APo OV E BY DATE : �?,. d i �� 11hJG vr1'? i_ L,J.= 1 - - AL ilSjj (:' C� ��"•'I'I ! +^JCf WITH ALL _ {1I (Ml Al INvIS EXISTING METAL COLUMN � B2 B2 i � B2 82 i i B2 B2 Bl B1 B1 B1 ISIS WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 653.53 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. Al FIXED STOREFRONT IMP. 47.000 68.000 22.19 40.35 -43.96 INT (4) 15-0612.08 Al* FIXED STOREFRONT IMP. 47.000 68.000 22.19 40.35 -52.58 END (5) 15-0612.08 A2 FIXED STOREFRONT IMP. 47.000 24.000 7.83 42.56 -46.16 INT (4) 15-0612.08 A2* FIXED STOREFRONT IMP. 47.000 24.000 7.83 42.56 -56.98 END (5) 15-0612.08 B1 FIXED STOREFRONT IMP. 46.000 94.000 30.03 39.52 -43.12 INT (4) 15-0612.08 B2 FIXED STOREFRONT IMP. 46.000 42.000 13.42 41.74 -45.35 INT (4) 15-0612.08 C1 FIXED STOREFRONT IMP. 30.000 94.000 19.58 40.70 -44.31 INT (4) 15-0612.08 C2 I FIXED STOREFRONT IMP. 30.000 42.000 8.75 42.56 -46.16 INT (4) 15-0612.08 D1 FIXED STOREFRONT IMP. 40.000 84.000 23.33 40.21 -43.82 INT (4) 15-0612.08 D2 FIXED STOREFRONT IMP. 40.000 14.000 3.89 42.56 -46.16 INT (4) 15-0612.08 D3 FIXED STOREFRONT IMP. 1 40.000 60.000 16.67 41.14 -44.75 INT (4) 15-0612.08 LOBBY MULLION 2X6X120 NOA: 14-1 105.01 SCOPE OF WORK *-ALUMINUM FIXED STOREFRONT SYST. - IMPACT RESISTANT. BY PGT INDUSTRIES. • ACCEPTANCE #: 15-0612.08 • • *-ALUMINUM STOREFRONT DOOR - IMPACT RESIST*6": • • BY PGT INDUSTRIES. • * 0 0 ACCEPTANCE #: 15-0612.09 0000 • 0-9 •• *-ALUMINUM TUBE MULLION - IMPACT RESISTANT. • : % . • BY PGT INDUSTRIES. ACCEPTANCE #: 14-1105.01 • • GENERAL NOTES *--ONE STORY STRUCTURE ( 20' MEAN ROOF HEIGHT). *--EXPOSURE C. *-BUILDING RISK CATEGORY II •-175 M.P.H. WIND VELOCITY. •-K.D.= 0.85 *-FBC 2014. *-ASCE 7-10 WIND CODE. *-BASED ON TRIBUTARY AREA AS SHOWN. *--CONTRACTOR TO VERIFY DIMENSIONS. DRAWN ON: REVISED ON: 10/26/15 SCALE: SHOWN CONTENT: WINDOWS / DOORS REPL. 15HEET1 H Q 00 y) W cr) H � O QC) J 00 Z _l CV LL Z W (i IO Z LLJ 0 '0= m O, cn v Q LJL ••• • N ••�• z • • r , • N • w • fit• •c b•i v VO � r' f•KM•, • � o _ � O W J N I - � O � 3 Q g w i,5 1 JOB NAME /ADDRESS: OFFICE BOIL DING L OCA TED A T 9699 NE 2ND AVE, MIAMI SHORES, FL 3313B DESIGN CRITERIA FLORIDA BUILDING CODE 2014 WIND CODE: ASCE 7-10 MEAN ROOF HEIGHT: 20.00 EXPOSURE: C BUILDING RISK CATEGORY II CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY (V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT (Kz): 0.902 (Kzt): 1 FLAT ROOF: NIA Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 160.11 p.s.f. W= Q (GCP +or- GCPI ) P= 0.6 W .......... (ASD) a P= W ............... (LRFDJ r CALCULATIONS PROCEDURE EXAMPLE, USING MARK( Al ) W(+)= ..............60.11 p.s.f. ( 0.9388764 + 0.18) _ +67.26 p.s.f W(-)= ..............60.11 p.s.f.-1.0388764 - 0.18 _ -73.27 p.s.f. MW ENGINEERING, INC. 2100 W. 76th STREET, SURE 311 ROBERTS. MONSOUR EB 0006024 HIALEAH, FLORIDA33016 P.E. FL# 11955 ..........P(+)= 0.6 (+67.26 p.s.f. ) _ ..........P(-)= 0.6 (-73.27 p.s.� ) • +40.35 p.s.f. - 4:.9b* r1 s.f. .... . oases. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 653.53000'4 aeon 014 a a f a a l .. ARK DESCRIPTION WIDTH HEIGHT TRIG. POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A'' ,,, �GG:djop•aMG.;I;•AREA • Al FIXED STOREFRONT IMP. 47.000 68.000 22.19 40.35 -43.96 INT (4) 15-06MAAg, 0.93847,Z -1.038$ 4A Al* FIXED STOREFRONT IMP. 47.000 68.000 22.19 40.35 -52.58 END (5) 15-0b1Q.a8• 0.93887639 -1.27775277 A2 FIXED STOREFRONT I M P. 47.000 24.000 7.83 42.56 -46.16 INT (4) 15-0612.08 j••�; -t!t••• A2* FIXED STOREFRONT IMP. 47.000 24.000 7.83 42.56 -56.98 END (5) 15-0 12.0B f 44000 B1 FIXED STOREFRONT IMP. 46.000 94.000 30.03 39.52 -43.12 INT (4) 15-0612.08 0.915&74436 -1.015674438 B2 FIXED STOREFRONT IMP. 46.000 42.000 13.42 41.74 -45.35 INT (4) 15-0612.08 0.977441771 -1.077441771 C1 FIXED STOREFRONT IMP. 30.000 94.000 19.58 40.70 -44.31 INT (4) 15-0612.08 0.948472424 -1.048472424 C2 FIXED STOREFRONT IMP. 30.000 42.000 8.75 42.56 -46.16 INT (4) 15-0612.08 1 -1.1 DI FIXED STOREFRONT IMP. 40.000 84.000 23.33 40.21 -43.82 INT (4) 15-0612.08 0.935034508 -1.035034508 D2 FIXED STOREFRONT IMP. 40.000 14.000 1 3.89 42.56 -46.16 INT (4) 15-0612.08 1 -1.1 D3 IFIXED STOREFRONT IMP. 1 40.000 1 60.000 1 16.67 41.14 1 -44.75 INT (4) 15-0612.08 0.96081115 -1.06081115 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 26.54 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. Gcp + Gcp { # IA STOREFRONT DOOR IMP. 39.000 84.000 22.75 40.28 -43.89 INT (4) 15-0612.09 0.93696509 -1.03696509 1B TRANSOM IMP. 39.000 14.000 3.79 42.56 -46.16 INT (4) 15-0612.09 1.00000000 -1.10000000) MIAMI•DADE 1IIAMI—DADS COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTDIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Strect, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOT CJ.QF,,,ACCE13TANCE (NOA) ww»v.niiamidade.Qov/ecortomY PGT Industries, Inc. t 1070 Technoloey Drive SCOPE: This NOA. is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami ---Dade County) and/ or the AHJ (fit areas other than Miami -Dade County) reserve the right to have this product or material tested .for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify; or suspend the use of such product or material within their jurisdiction. RER reserves the right to .revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity hurricane Zone. Series "PGT" Clipppd Extruded Aluminum Tube Mullion- L.L. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 t{�e e�as been no change in the applicable building code negatively affecting the performance oahi%, rioduct' • • • • • TERMINATION of this NOA will occur after the expiration date or if there has beeu *a revi%i5rnrir•chang6e •. in the materials, use, and/ or manufacture of the product or process. Misuse of this ZA as an eWorsemeilt • of any product, for sales, advertising or any other purposes shall automatically terminate thisNOA.Failtiv, •••; to comply with any section of this NOA shall because for termination and removatef%IOA. • ••..... ADVERTISEMENT: The NOA number preceded by the words Miami Dade nounty, lWilda, alre • • • followed by the expiration date may be displayed in advertising literature. If au�tion o tis tie NOA '•:' x� displayed, then it shall be done in its entirety. : ' : 0 • • • • ; • INSPECTION. A copy of this entire NOA shall be provided to the user Oy tj*, manufacturer or its distributors and shall be available for inspection at the job site at the request of the*3uil8ing Offcbd:. • This l'A revises NOA No. 13-0815.0=and consists of this page I and evidence pages Irt and'E-2, as. we as approvalocumen men tone a ove. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.14-11a3-01 M1AMI•D DE COUNTY �S a N� Expiration Rate May<26, 2016 1 1 F e Rate:, c :�`_...•-• � rovrle.Februa4t 12 �,it� Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous .NOA. No. 10-0819.05) 2. Drawing No. 63003R, titled "Impact —Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per IBC, TAS 202-94 2) Uniform Static Air Pressure 'Pest, 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 I.,oading per FBC, TAS 203--94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked- up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A---1 thru l:,-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared. by manufacturer, dated 01/29/15, 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. ...... F. STATEMENTS •••• .. ;••••• 1. Statement letter of no financial interest, conformance to and complying ivilkithe FBA... • 5th Edition (2014), dated 1.1/03/14, signed and sealed by Anftli Lynn Mijltr* E. P. • •: • • • 2. Statement letter of no financial interest, conformance to c�omplyiri ' with thV • • • FBC-2010, dated 06/06/11, signed and sealed b Anthony nn!Ntiller, F. . . • g Y Y �' • 3. Proposal issued by Product Control to PGT Industries, Inc., fiat ed 08/061r4, Signed by • ..... Jaime D. Gascon, P. E., Product Control -Section Supervisor. • • • • •. aitne D. Gasco , P. E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26, 2016 Approval Date: February 12, 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for "Pest Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under -previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/1.1, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. .1.1-0.922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda, P. E., Product Control Examiner. (Subinitted raider previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 1.3-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 11/31/13 and expiring on 05/26/16. ...... . ....% .... ...... .... . .. ..... .. .. ... 0009v ................ .. Jaime D. Gascon, P E Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26, 2616 Approval Date: February 12, 2015 E-2 MISSLE FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2-3 VE MULL LENGTH PRODUCTS [—OP6NtN0"DTM FOR VERTICAL MULL ----- / B'A_.,.EOEIIL3 -D,G,H; SHEETS 2.1 /SEE DETAILS I HORIZONTAL A-D,GN: MULL SHEETS 21 LENGTH HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 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 RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 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 SHEETS O; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / sHEErs OP PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING HEIGHT FOR HORIZONTAL SCEDETAILE, MULL SHEET 3 FENESTRATION PRODUCTS MAY _BE OF ANY TYPE. MUST SE MANUFACTURED BY POT. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL r—OPEMNG WOTH� (�---HORIZ. MULL LENGTH LENG/TH (` I _ d v/O E, I Y /£IGFff Mt LLFOR ,( HE GHTG LENGTH HAUL • • y • �• • •• • w L L • • •dbEt•NGWAM • 9L SINGLE MULLION FORVERTICALMULL OPENING WIDTH FOR VERTICAL NULL' 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S) 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOWS; ANSIIAF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASC E-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR- OR -TRIANGULAR/TRAPEZOIDAL-. GENERAL NOTES - .......... 1 INSTRUCTIONS ........................ _. _.. 1 ELEVATIONS ................................... 1 MULL TO 2X WOOD_ ...................... 2 MULL TO IX & MASONRY .............. 2 INSTALLATION NOTES- 2 MULL TO MASONRY ...................... 3 MULL TO STEEL STUD ................... 3 MULL TO MULL ............. _................. 3 ANCHOR SPECS .................. .......... 3 ALTERNATATE CLIPS-.. W..............4 BAY MULL INSTALLATION.......,....- 4 1 X 2 X .125 MILL SPECS._._.........6 1 X 2 X .376 MULL SPECS........... ._ 6 1 X 2.76 X .376 MULL SPECS........_ 7 1 X 2.76 X.05 MULL SPECS ........... 0 1 X 3.125 X S00 MULL SPECS _.... 0 1 X 4 X .126 MULL SPECS ............ 10 1 X 4 X.375 TUBE MULL SPECS.... 11 1 X 4 X .376 T MULL SPECS......_ 11 1.20 X 3.180 X .265 MULL SPECS...12 1.26 X 326 X A00 MULL SPECS_._ 13 1.25 X 3.25 X .624 MULL SPECS.._ 14 1.26 X 3.84 X .824 MULL 8PECS..... 16 2 X 4 X .26 MULL SPECS ... ............ 16 2 X 8 X .25 MULL SPECS ................ 17 1.26 X 2.11 X .126 MULL SPECS-.. 18 30' X 3.20 BAY MULL SPECS......... 10 46' X 3.25 SAY MULL SPECS.......,. 20 MULLION & CLIP DIMENSIONS...... 21.23 EXAMPLES 1 & 2.... _._.....................24 LOADING EXAMPLES.._ .................. 20 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 18A, ON SHEETS 5 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 (LBS/FT21 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE D�HHCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR OVACITY IS MET. • 7) IF THE MULLION CAPACITY (-BS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (USS/FT') FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS • • • •MULTIRtE MULJ,!" 000 FROM FIGURE 1 ABOVE. • : • • 8)%RIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION • • • • CARACITY (LBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION • • • • • • • • • PRODUCT ASSEMBLY. • • • • • • 8) H • R %LIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 09 Iani befit Pr0 UCI Cuntlol� 111111111, 1\\N' N\ON• .... NN 41, "� N0. 58705 = u i CC�s ONAL �c1 A. LYW MtLtt9, PG.E. FL P.E.0 58705 ®� r DETAIL A: DETAILS: MULLION S MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCMOR �� O OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT /—SEE SEE TABLES 18-168 0 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS. �� ,�, N SEE NOTE 1, /�j/ MULLION I SHEET 1. 8 m A I I I SEE SHEETS °� � I MIN 2.7 KSI •• • ' , ' � EDGE J LLJ hI 21823E FOR HOLE /d /� I I �T CONCRETE OR CMU i I DISTANCE. J W EITHER THE LOCATIONS _ ° `'\\\,;�I I I \ ~--- SEE SEE TABLES _ STANDARD ° \ EDGE o\'� '/\ I \ EDGE DISTANCE IB-16B Q' Ui OFFSET MULL ° \ DISTANCE ° I ° e\\ FOR MASONRY W Q a 0 CLIP ANY BE I II FOR HOOD o \ I I \ ANCHORS m THIS MEALLTHOD EDBY d ° I SCREWS 260, MAX FOR ° ce\ `\ a° \\\\ i \ \ SIDE VIEW F O J ALL MULLIONS \ o EITHER THE j— 7 d M U �• OFFSET MULL Z \\`bZ c da CHIP ANY BE ° e \\ LIED BY EXTERIOR ?` /l \ n13rsETHaD Z ° EDGE j " \\ ° F Z Q Q Z v \' d DISTANCE " d FOR a• o \„ � \�\ Z CI �O a _ l`V _ Z � THEOFFSET CLIP IS ANCHORS \ h ••� RECOMMENDED FOR g FIN -FRAMED \. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• • • • • • •• 2) QUANTITY OF ANCHORS AND MULLION SIZEZHOWN ABBE ME►OREPICVORML REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASNIP PART ONTE, OR T(9MNAHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHOFFB�YIU3 F ,RF�ECF 2HE TA3ES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHFl11iHE S608AR tj)6k ?It YRF• ED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIISC, 84FsTol. • • • • 000 000 • • • • 5) FOR MASONRY APPLICATIONS IN MIAMIMDADE COUNTY, USE"kY MIAW1.BADE COt$TY A40VED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREOWOR MRSONRY/WCHDRJ • • r • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ` TYP. ANCHOR PERSUBSTRATE. SEE TABLES 1B-I60 BUCKSTRIP AND T - ATTACHMENT BY OTHERS. EMBEDMENT' SEE NOTE 1. SHEDT 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW lYN y'Il No.58705 =_ A. LYERl P.E. FL P.E.N 58705 DETAIL E: —1 .125•MIN. MULLION TO MULLION INTERSECTION NOTES: MULLION Y A1iAGFt£D TO MuuloN (U-CLIP) MASONRY STRUC*IWRE tj MAY BE INSTALLED IN "TEE' OR "CROSS' '(STANDARD CLIP S$i '100 �� INTERSECTIONS. - VARIES 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 1 TYP ANCHOR L 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 EITHER THE 1 PER SUBSTRATE. OFFSET I BEE TABLE81&13B OFFSET MULL I FOR CORRESPONDING MULLION. CLIP MAY 19E I I EDGE 013TANCE TOP VIEW-n1uLL10N INSTALLED BY Ii , THIS METHOD I I ° o ANCHO ONRY VARIES I ANCHORS p12 STEEL SCREWS. SELF -DRILLING OR PRE -DRILL \ MULLION AND USE SMS ° \ 4 EXTERIOR °a p MULLIONEDGE DISTANCE ° THE OFFSET CUP'S \ FOR MASONRY u RECO.Mf..ED FOR ANCHORS °tea q FIN -FRAMED LINTERSECTION a WINDOWS, BUT MAY U-CLIP ALSO BE USED FOR A a f OTHER FRAME TYPES. EXTERIOR TYP. ANCHOR d _. PER SUBSTRATE, d 4 _ SEE TABLES 1B.13B TYP. ANCHOR SEE SHEETS 21-Z/FOR SUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS AND ___....._____,,,._, SEE TABLES 10-130 FRONT VIEW EDGE ATTACHMENT DISTANCE BY OTHERS, SEE TABLES 18.19B SEC MENSHEET I i 1 •.. BEE NOiE 1, .• 1. + ; _ EDGE DISTANCE SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 15-130 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) eY Ix O M J J INSTALLATION NOTES: 1 ,ANCHOR ENBEDM TO BASE NATfRIAL SHAD BE BLYQND WALL DRESSING a2STUCM� - 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION —STRUCTURETYP. ANCHOR a PER SUBSTRATE, / SEE TABLES 18-138 °� ` :� SEE SHEETS ODUCf RBVISBD moomplylifts with the Flo ml ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 21.23 FOR HOLE DRdiog CO& C 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 INTERIOR CLIP MAY BE USED. �,� LOCATIONS MULLION ' ocepHlrlt o Too Date. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. — / �B' �� ® ! Tim eP,oJucl Cvn!o� I ' 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. •• ••• • • • • • •• 11 III/' — `V ONY �YNN ;.,;. O YdfPFL1CATIDNS'l4rN fDiiDE Di TY AVED Ir DISTANCE QI!A+A-M 3R—•—�.•,•,•°.� •�j I FOR STEEL STUDSTHINNERTHAN B13B TABLES QC�.•' UtCEfyq'' F ''. • • • • • • • • • FRONT VIEW 1 18 GA AND COMPLIANT WITH THE FL BUILDING `� A . .p • • 000 • • • • • • • -CODE, A 2X WOOD BACKER MUST USED. AT TACHMENT BY OTMEftS. • NO. 55705 _ EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: = - '•, • • • • • • • • • • • • • 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD VALUES MAY BE USED. T '• SI E O �(/� ORION • • •• • • • • • • • • ANCHOR (l''�� ••' \`;,�� i�t,1 •'•••" • • • • • • • • • • MULLION TABLES, ', �ONAL CNG�� ••• • • • • • 2) SEE CORRESPONDING SHEETS 5-20, FOR QUANTITY OF SCREWS. A. LV'NN MILL't}t, P.E. FL P.El 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS ME, \ `SHEETSTOSPEC 2FIC ANOSUS FORBSTRATES. INSTALlAT10N X STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM. CMU OR MASONRY EXTERIOR O SIDE VIEW SHOWN WITH 1'XCX.126' MULLION TYP, ANCHOR PERSUBSTRATE, SEE TABLES 18-148 DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) )R 45' MULL V OO O TYP. ANCHOR ,_PF.R SUBSTRATE, / SEE TABLES use OR In EXTERIOR 2' X WANGLE CUP, 2 PER MULLION ENO, MUST BE INSTALLED INSIDE OF BAY MULL C� 0 CID V401 ILO PLHidO `� I �✓ INI OWUUU, �TLLL, �J%r�``.� �./� 7-/ ® ® ALE. OR MASONRY 1 EDGE ON DISTANCE NI �BdO Produce C9mmi PER EDGE •• ••• • • •--}(�` AN�OR \111111111 /T� DISTANCE PER CHOR @ • • •• • • • • • / NOTES FOR INSTALLATION OPTION O&H: �`\,��nN.••••., ��i� • • • • • • • • • • • / O 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. : �Y?: LIGENSF'•. c$p �J NOTES FOR INSTALLATION OPTIONS F: • • • • • • • • • • • No. 687052) DETAIL G: •' ' 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 7.28" X 2.11" X .125' MULLION. LOCATIONS. SEE TABLES 78-148 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE 2) SEE TABLES 18-138 FOR ANCHOR QUANTITIES SHE 1-23 FO HOLE IONS. " 'O •'� %% S F•TS Z iPilfiT • • • • • • 3) DETAIL H: SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE = O SATE 3) THE 2X6 CUP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • LOCATIONS. ;'• ,c • 7' <oR1uP..• G� �4p�ONAL • • • • • • • • A. LYNN IrIIL1LER, P.E. FL P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A Mullion Capacity Table Ibs1Hr Opening Width (forveAlcely-eparrtrV mLAbns) or Opening Height (for hoti2ontaly-sparring md1iorls) 51111 60 N 701" 60 N 401n 100 h 120 In 1401n Isom 1X211.125 A.aetenpir lna3rg h4p/fd•q. 1,014111,111 Red v Lading 7Fe0Jlllenp. l0edf• RedaneuNr Lading Trop/Nanp. Wdng R4ctanWYt Loaft hepR11e114 Loading R4ctenWu Ladng hepR#anp Loedp ReeNnpder Lowing llep101eng. Laadng Rectenalu Loading hepTisrg. Loedn9 ReclerpWn Lowing hepRdeng. Loading Reaterputer Ladi19 Mp/Tdanp. Ladino Ahern. Tube Maroon TM! 242N 111.0 406 120.6 332 f33 400 110.5 3]3 70.9 408 107A J21 69.9 400 104.4 4D0 104.0 J19 65.It 4to 104.0 Jtf 48.8 4a 101.0 319 38.9 408 101.0 319 35.0 IOB 10{0 3148N 74.0 312 Ill 268 82.4 312 73A 262 615 312 67.0 240 40.0 312 63.2 312 61.3 2" 37.5 312 81.0 244 312 312 61.0 244 23.4 312 IT. 0 2H BOMIll $19 21f1 70.5 234 53.2 281 61.5 2M 40.0 261 55.7 Z14 39.9 281 52.1 222 35.0 261 00.1 220 3/.9 281 49.3 219 28.6 281 49.3 210 20.0 281 40.3 210 N 67.a 247 $7.6 207 4&9 247 40.8 202 37.6 247 44.8 tell 320 247 41.5 100 2%2 247 39.4 194 20.3 247 38.4 193 21A 247 38A I93 15.4 247 36.1 193 601e 38.4 200 41.2 170 32.0 200 35A IN 27.4 200 31.5 t63r2O.7 200 28.9 160 21.3 200 27.1 169 IB.2 200 25.9 IBI 18.0 200 25.0 t1312 83In 33.1 181 35A 155 27.6 181 30.3 162 28.7 lot 28AMe 1111 2L5 146 14.4 181 22.0 144 16.6 lot 21.7 M388N 23.0 165 30.0 142 24.0 166 26.1 139 20.8 165 23.1 t35 165 21.D 134 If 72N 120 ta.6 13f 10A IH 16A 13f 17.6 110 7ain 1.231-L-3 100 16.7 128 10.0 10778In 104 TARI F 1 R Anchor Capacity Table Ib4 8ubst•1 2.7k O-n !!! 3.5a Carom. Hollow CMU FRIc4 CMU I PT Wood Melel AnchorCnp loatNnn 3118 Eko Ulaaoa 1N' Eko tglnca 511T Eke uwell S I8' Ebo U troea 111' Fko lAlrocm 1H' 6S Eko Agg.Gelo' 5/t8' Eleo Ultraca 1IA' 83 Eko Aga eoelar #10 Sleal Bcrow (65) #/281ee1 Scron (05) N12 Steel 8cfew (65) f>dpallsta00e Qnk I' 2-1(C 1' 2-1/2' S118' 1' 247 1' 2.11W 2' 3-110- 2- 0.48' obi' 0.324- EmbeOnent k tarp 131P 1 V4' 1314' 2' 1.114, 1-U4' 1-114' 1-I14' 1-114' 1-114' 2' /310' 13/8' rMe 2 Af"= 0 4.70' Min. O.C. 10taneaad of Oae•(Fla. 1} 3900* 390 ron 450 be 890 •a *441a 274 be 280 FM 354 ibe 740 be 374 ks ON Ibs 946 lid 341 Pot 4420. 560 M 4 Andwe • t.1T Mh 0.O.18Ian/•d (aO0ea8 Clip (Fig. 2): 480YA 700 be WA WA WA WA 3801 W WA WA WA WA WA 662lbe 8a5 be 1120 Ibs L. L. 4 Anohoro 0 r►9n O.0 1(2) 2a6Agle Cope / 619.3k _ 74040 TOD V. 890Ibe 1560 bs low ft 54o •s See lb. WA 760 bsIWA sm ba 1892IW 6021bf 585" 2 Ar•h- • OAT MN. O.C. / U-Clo. IMo .12T Akra. (Fip. 4k NM WA WA WA WA WA WA WA WA WA WA WA WA 710 lb. 1 AWMI FLIP ff o. 5k 19508 195106 225 be 445 we 322 ke 135 Ibs 1401bs 177106 91rA •e332 ron 4731be 170 0n 2211 _ 2601be 2A9d1=491.11 MkI.O.C/F .11 249 a• 35D•e WA WA WA WA too la WA WA WA WA .1 Iba 4411. See Ibe NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ( ANCHOR CAP.,,o...,, \ s 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 THIN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TOOUALIFY 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. FIGURE 3: �_ I I II II • • 41 • ' ANGLE CUP MUST BE USED IN PAIRS. • • • • • FIGURE 4: FIGURE 5: FIGURE 6: • • • • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • • FI2UFTS ellif SUGGESTED, APPROXIMATE HOLE LOCATIONS. 40WOTF&V-S: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • CONCRETE BLACK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • YOLLOW 8091THERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TSAND 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 A25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 612 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r--I 1.000' I 2.000' L .12;i 1'X2'X.125'MU LION N0N LTN/V 4 "/, No. 58705 •' sfATe S'ONAL EN A. LY16 1 LL91R, P.E. FL P.E.# 68705 Mullion Capacity Table (bole Opening Width (lorverticeYy-8parrilrg millions) or Opening Helglit (for horizor9alty-speMrg millions) 60 M Win 701n Sol. Win 1001, 120 In 140 in Ice in 1 Y 2 tt.375 Red Ina•ng Tropmdaro Lo-*V Reelanglaar Loafing Top/frinp. LondaV Rmhngular ladkV Trop?Oam Loading RedmOOlar Lawry Tlaplfneng. Loading Nutell9ulor Lmdko TrB"we- toadlng Recbrpular Loading TroprTiWng. LwdinO Rect-10A, 1.,ding TraNTAsng. Loading RWon9uler Loading TroprTAang. LW.ng R•cl Iaf Lw01no TnpRdano Loading Alum. Tube Mullion 1 36 11 11 i Z6 111 i 111 6@ h a${il I I �$j¢ [ 1 9( 1 111 -yf¢j Q 11 �]j! jY$ d68 1 iy¢t 11 , 2 $g d .4 _ SQL • i 1 - 1 $f1gp� d8 2 1 d Z d Y �S 1_ � tS 8 i 28 1 1 6M 1700 435 151.7 N2 170.0 472 120.7 882 170.0 We 113.E 002 /80.5 cut 1009 662 166.9 517 W.6 SM 165.9 617 75.7 662 I5S&9 517 54.9 002 188.9 517 6&7 002 1189 617 VIA 6W 13a0 419 101.4 W7 1192 410 Sag W7 106.7 403 76.0 W7 1020 No 07.0 W7 We 397 W.8 W7 into 308 50.7 601 99.0 390 43.4 W7 80.0 1 3&0 W7 09.0 396 IOA7 468 1148 770 Sao 4Ee 9a0 371 74.1 458 9&6 384 54.8 4W &A 3W fiTs 469 81.3 357 61.8 458 80.0 356 43.2 d$0 W.0 350 37.0 4W 800 066 324 458 W.0 350 r42170A 85.4 4W 93.7 330 71.2 4W Me 329 61.0 4W 72.7 322 53.4 4W 87.3 Me 47.5 400 64.0 316 427 400 -1 114 111 400 118 311 305 4W 61.8 313 28.7 400 OtA 31J 623 324 68.0 278 Ilia 324 57.5 270 44.5 324 61.2 284 38.9 3M 46.0 2W 34.8 324 43.9 257 31.1 324 42.0 258 25.0 324 40.5 253 22.2 324 4D.6 20 19.6 324 40.5 253 0&0 204 07.4 2S2 440 294 49.2 240 364 294 4a8 241 338 2014 3a5 237 29.9 204 37.1 234 20.9 294 35.2 232 224 294 335 270 79.2 294 33A 230 lag 291 33A 200 469 208 49A 230 360 208 424 225 324 268 37.5 221 29.2 268 34.1 218 26.0 260 31.6 215 23.4 268 29.6 212 19.5 2W 2a0 210 W7 268 27.7 20D 14.6 288 27.7 209 721n 30.0 220 37A ISO $0.0 M26 J22 tat 2&7 226 211A IN 226 226 25.0 186 20.0 225 23.6 182 18.0 226 22.1 180 15.0 725 2&3 177 12.9 225 19.6 176 11.J 226 /0.0 17a 78in 30.0 207 32.0 In 2a5 202 27.2 173 2L9 202 23.9 170 19.2 2022 21.5 187 17.0 202 19.7 105 15.3 202 16.4 103 12.8 202 18.7 1W 10.0 202 ISO iti8 96 202 15.6 166 70b 211.3 192 W.0 IN Mill 102 26.1 /65 ffi2 192 220 /02 17.7 192 te.7 169 1a7 192 18.1 167 142 i92 18.8 155 11.8 192 16.2 152 1-1 1- 144 150 0.9 192 14.2 iW Win 1 .6 IM 19.0 128 1a4 144 18.1 128 -- -- gain 10.2 127 16A 118 TA131 C On AnehorCis oIty Table Vital Ou6el•1a 2.7a ONW01• 3.6k Cone. Hollow CMU Filled CMU Pi Wood Mehl Anchor Clip Pett•rrn A"`I0fT7o.: 3I1rElopUleObn VI'FJcoUlUtoa 5118• Ebo UlocmP278b. Lamm 114 ElpoUllMw 1/4. 5S 610 AO9roGola 5'18' Eb0 Ulkaoon 1/4- SS Ebo Ag9eGeto 910 9loel ScrewlG5) q12 Steal Serew(G51 012 61. 8-(GS) Edge CleYnae On 1• 24W I- 2-1/T 3.1w2-t/r 1• T 34/3' - 2' 0.48' 054' 0.321' Erobinkaml n VN41 1,V4' 1.9P 1-314• T _ I.11C 7.1/4• _2-ire i-1N' t-ilv i-1/P 2• i�78' 1J/8• teriee 2 AnoA•a ® 4.7r Min. O.C.! 81 4 AMMM @ I.tr MkL O.C. I8tedW Nor OON Clip (Fl9 lk• (a Oee•g COp (Fla. 2k 300Ihe 48D a• 300 an 70016s 4W b• WA OCO Re WA 1044 a• NIA3W 2W iM Ibs 3541bs WA 7401bn N/A 3 4 bs WAWAWA 664 ins 9481be 341ins 6621ba 4421be 885 be 5W Ibs 11201" Arsdi000 o 3'AenO.C./(2)2x5AnDleQlpe! (Fl9. Sk IW ina TW ins 890 ins 15M be 16901bs 5W ina WA 7W inn 740 ins M b, 1892lbe 6521bn IbHE 2AMW @IL MIa.O.C. I U42p. Iab Aff Alm.(Fp. 4k WA WA WA WA NM WA WA NIA WA WA WA195 hm be 195 M M25 ae MS Ibs 02216s s 1 W Ibe 177 NO 370 ne 187 ins 332 ins 4731M 1T0Iba2 Anchoro 1.1r MN. O.CA F-O6p FIg.O 24D be 3Winn WA WA NIA WA iW b• WA N/A N/A WA WA4216 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES As I Ht b IANUAHU Cur. ANCHOR CAPACITY ADJUSTMENT FORMULA: (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. fFIGURE 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. FIGURE 9 AN CUP MUST BE USED IN PAIR • • • • FIGURE 4: FIGURE 5: • FIGURES'. • • • • • • ••• • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • 3) MOLLdON All"MULLK)N CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • 4(ONES 90 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. IG9 REt SIqOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • •4) 41BCr ES9CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .D45- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • .THE MA*fCl4AL.*4t% #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a Sn �,q��NV 1.YNN {� yE' ;' •'. 'ii J� cc No.5870r5 ! v �C' SIfA FS NAL . .. E A. LVIUN MIL'l('R, P.E. FL P.EA 58705 TABLE 3A TABLE 3B AnchorCe aeItirTableffbill Sebsllala 2.7k Caramto 3.511 Caw. H9ll-CMU Filed CMU PT Wood Meld AnehorClpPaNems Ar4w Type 3fIr Eka llarems 1N' Eke Ulracon N18' Eb0 Ullracon LIB' Eke Ultreeon 111• Eke Ultrxm 1/P SS Eko AOpleGela 5/18• Eteo llllrecon 1/4• SS Eko AggleGaW a10 Steel S.-(G5) 112 Steel Sc1ex(05) 012 Sleet S,,-(G5) Edge DlMawe Olt P 2-UT 1' 2-lrr 3-Ur 1' 2-Ur 1 2-lir r 3.U0• 2' 0.45' 0.04• 0.324• EmOa•MM 0111 "4' 1-31C i-3N• 1.3/4' T 1-1N• 1-1/4• i-114• 1414• 1-IN' 1-114• 2' mr 1.3m' WrI03 2 An00ore 0 4.7r WIL O.C.l8Wgrda08em (FIg. 1t 390 PA 390 Me 450 be 800W 164409 2701be 280tbf Me 740 Me 3719w 884 Poe 946)be 341 Ito M21b4 580 tbs 4 Awbm A 1.19'Mk. 04, 1 fluWd(aO9est) Clip (FI9. 23 480 Poe Too Me WA WA WA WA 3801be __354 WA WA WA NU NIA 8821be 8851W 1120 M3 4 Anek•e ® Y Wn. 0A. / O) 2r5Angle Cape / (Fig. 3t 780 ft 780 ft 6W lbs 1580 Me ISMOS 540 Me 5801be N/A 780 lb. 748lbe B80lb, 18921be 8821be 8851 W 1120 Me 2 AMWWO-0445 01. QC- I U4]ip, MIe.12YAkim. ft. 4t WA WA WA WA WA WA WA WA WA WA N/A WA WA N/A 7151be 1 A1aMr/FIM O7g. 5t 195 MB IN Its 225 Me 44510 822 Ms 1338w 140 the IT71bs 370IN 187 Ibe 332Ibe 4731be 1701be 2211be 2&0 Me 2 Aeefw• /.15'MM. O.CIF .8 210 Me 750 Me WA WA WA WA 1901be WA WA WA 1 WA WA 31/1M 4121bc 580 Me NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ,) X l ANCHOR CAP.,,a,,,,,,\ _ANCHOR CAP.— MULLION CAP.,.,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. •r c complylna whh 1be Pk" IM10910nde A I AA of FIGURE 1: FIGURE 2 • • • • • • • • • • • • • • • TABLE NOTES: 1) SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. JEE,4HFEj% -4 FOR GENERAL INSTALLATION METHODS. �) LIVEAJ INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -1 �5i edo Product Controll I I I I 1 ,\\ V LYNN y FIGURES: • • • • • • • ,. �01. ..........z - �� •' 1GENS •.!F • 4 P • • • • • •) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. 2.760' •• Qom,•' • • • • • • •• • • • PIOLES T09E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 71 ; No- F0705 .•. ' 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 CONCYf•TE WALK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED (a 5" r '.1j� Jtr2,9 is !`',, FIGURE 4' FIGURE6: FIGURF•8: • • • • YELLOW SOUMERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF %%'•, STATE F :• Q\-F'. • � • •• • • • ••• • • • • • • • .125' FHICK•STEEL STUDS TO BEA MINIMUM GRADE33AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT L EA31i j$S TF�� AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X2.76'X.376'MULLION �2 -,FCOItIO P•.•'•G\;� j ��5 •......•• l • � • • • • • THE 4 ERIAI• 10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. li A. LYNNIMIILLEF P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TAR] F AA Mullion Capitally Table bsM' Opening Width(forverdoo �eparrthgmullions)orOpeningHUght(fortlorimntalVeparvirgmthon9) 501n N In TO I0 so it 901n 1001n 1201n 1401n 1901n I x 2.75 xRpdwodw Leaft TMWTII.•' Loadr97 RaotatpltMr Loading T109111ane L06ft Reclaop ear Loading T.W/T*m Loadro RsoYn04ar Loading Tnp/Tdeng. Loa3t9 Rectngdar Loadtp T," Mnrp. Loadw Rectangular Lwdng Tnp'Tdaro- Lwdng Recteroul• Lowing TFWTdaro. Lowing Racts gdar Lowing Ttsp/01•p. Lwdng Red• wAss Loading TNp/rdng. Wading ASS Nun. Tube Mullion $+ Yoga a 15 z _ fig_ x 421n 170.0 ON) 1740 43S 174.0 744 170.0 473 1 170.0 W 17OA SM 770.0 992 170.0 510 170.0 1116 17D.0 521 1170.01 1240 170.0 521 170A 1468 170.0 521 168.7 1 1020 1 170.0 621 138.8 ISM 170.0 521 481n 170.0 7N 17&0 624 170.0 050 170.0 584 170.0 992 170.0 e30 170.0 1133 170.0 051 170.0 1275 170.0 077 170.0 1417 170.0 080 141.7 1417 170.0 NO 121.5 1417 170.0 880 106.3 1417 170.0 68o 60A25M J70.01 747 110.0 6)3 170.0 SOS Woo 631 170.01 NO 110.0 SN 170-0 119S 17l)k 723 IVA 1280 170A 747 146.3 1280 170.0 756 121.9 1288 170.0 750 104.5 1260 170.0 730 91A 1285 170.0 768 541a 170A 797 1&0 H2 170.0 956 170.0 NI 170.0 fife 170.0 7N 150.7 1I30 170.0 ON 1319 1130 17" 837 120.6 1130 170.0 85e 100.E 1170 170.0 S61 88.1 1130 170.0 Ni 76A 1130 170.0 861 NM 170.0 06 1r0A 701 140.6 016 1423 761 126.6 015 144.5 748 100.9 015 132.3 739 07.6 015 t23.9 726 87.0 016 118.5 720 73.2 915 114.4 715 62.8 05 114.4 715 04.9 915 114.4 715 43 M 151.5 We 151.9 710 128.5 $30 138.9 694 1%5 SM 1212 Nt $4.9 830 112.2 070 64.4 630 104A N2 75.9 830 99.4 656 03.3 030 94.6 649 64.2 $30 04.1 049 47.4 $30 94.1 549 0 NM 13L1 767 140.0 850 110.0 767 11&4 am 043 757 105.9 024 $2.5 767 90.1 014 73.4 767 89.1 eDe 60.0 767 $4.2 ON 55.0 757 79.0 593 47.2 767 78.2 591 41.3 751 70.2 591 S 72M 101.7 63a 108.8 652 81A fA8 91A 64D 727 099 N.1 630 a3.6 636 72.2 521 58.5 936 N.6 614 50.9 83e 02.3 500 12.4 830 57.2 500 36.3 838 b&3 497 31.1 838 65.2 4A TOM NA 571 $0.4 4N 72.1 571 T6A 40 0. 71 6T.4 179 64.1 671 N.8 /71 48.0 671 66.6 I81 43.2 571 61.4 459 38.0 571 /7.0 451 30.0 571 14.6 447 21.0 571 44,5 446 T6 in $0.8 542 63.A 474 86.7 542 70,8 4N 57.1 642 62.1 450 50.0 512 SW 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 342 42.9 429 28A 542 40.0 425 26.0 $42 40.1 423 --9001 52.1 407 63.7 301 0.4 407 45A 3N 37.2 407 NA 349 811 107 95.9 343 28.9 407 32.1 338 20.0 407 20.6 334 21.7 107 28.1 327 iS.9 107 2/.1 322 18.3 407 210 310 42.0 358 44.1 320 35.11 358 372 3/4 30.7 358 32A 300 2&8 356 2&8 304 218 350 28A 30D 21.5 356 24.0 296 17.9 358 21.0 289 15A 358 19.2 284 30.1263 30.8 25S 2&1 283 25.0 261 21.5 263 22.5 247 1&e 283 19.9 244 I&7 283 18.0 240 15.12T.a r12O 267 28.3 242 23.1 297 232 238 10.a 107 20.0 235 17.3 257 16.3 231 15.4 287 10.6 228 22.0 220 22.9 200 1a.7 220 16.6 20S 15.7 229 18.2 202 TART F dR AnchorCa cIty Table([be) S.wnata 2,7k Oororalsd2-W' .5k 00nC. Holton Cklu _ J PT Wood Maur AnehorCk2P41ttem• AWAMTyper. 3110' El. LIKAWn IA'Eko llr Eko Beacon Y16'EboU9acn 1/4'EkotRt,. n iM'SSEko A9MGalm b/16'Elceko Utraeonta MI081eel 30Nw(05) a12SIw1 8crsw(05) Mil Steel 6craw(05) Edge DIMante MY I• 2-W I- 3-BS' 1• 2AW 1' 2•/r2' 2- 3.1/8•0.40' a54• 0.324- EnhedineM UVO 14W' I- W 7 1-1/4' 1-V4' 1-1W 1- W I.1/4• 1-IA-ISVr 1-w red., Y Anohat p4.16' O.G MM•Oor 081•C1W (Fp. 1Y 39Db 390 a• /50 •s10441M 2701M 280IN 354 ba 740Iw 374 ba 604Iba_ IWA 341 Ibs 4421w 5601bs 4 A400M401. tr MIR. O.G/ SUnd•d(WORs1) CIO O'Ig. 4 440" ro)ke WA WA WA 380 P. WA WA WA WA6621bs I 1120 bt 4 A..t- rMo. O.G/(2)Ai5AryM Qp/&b.4 740be MIM 4W bs 1690 IM 64004 6W Ibs WA 7600n 7481M 6001btt 6821ba 2A..*G.48'Len.00/UtWMto.12rAbnn.IRO.4Y WA WA WA WA WA WA WA WA WA WAWA IAW-/F47IP(FIDAY I95IM 12516a 225 b. 8220a 1351w 1401M 1771M 3701be 1811M 3321bs 1701be 2211M2 aches 1.15'MMLO.ClF 6Y 240be 350 ft WA WA WA 1901be WA WA WA WA3411ba 4421M 6801M NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: • s • • FIGURE 3: • • • • F9 ANGLE CLIP MUST BE USED IN PAM. FIGURE 4: FIGURE b: FIGURE 60 0110 • • • • ••• TABLE NOTES: AN4NUN GAYA4:IIT AUJUS 1mCN1 rUN111ULA: (UP-) X \ ANCHOR CAP.,,,d,,,,,� =ANCHOR CAP.,„ MULLION CAP.,m.,,,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • •.2) L:IE t IliTtItOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �3) fj•Y.l WN AWD MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • 4HOYES 140 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, • FIGORM SHON SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • •YELLOW VWTI*6I*PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125' •THICK. S'IIEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • LEAST. I26' THICWAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •THC MATC%AL. # ig#12 ANCHORS INTO WOOD MAYBE STEEL, I" S.S. OR 410 S.S. • a • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t' X 2.75• X .650' MULUON Oil RBVISBD ! Wab ft Pladds �1GENSF F,Q i No. 50705 ' . ' Q S ATE . ORIO . ccss/ON)AJi E A.7LYNN MILLER, P.E. FL P.E.N 58705 Mullion Capacity Table IbM01 Bnitp Width (for vedloal"parrirg mUlioro) or0pening Height (for horimAall Lsparrirg mdliort9) 50 in On TO In 00In 60 in 001n 1201. 1401n 1901n 1"a3.125'X Red. Oldr Leading TOWITIany. to" IbetaruMar Load" Trwn". Lando; Ra W Ww I Loadn9 Magill". Loadrg R-tngiMr Lmdnp TmOrliang. LadnO Rectnp0e Laing 7Ia91mmgn Loaft Rectangi tadny Trap/r0ano Lading Rectangular LoadnO RapTlenp. LosdaO R4c1en9r4ar Losdn9 TreprT4arrg. Lmdnp Redangd. Loadnp Trap1111.9. LadnO .000" Alum$+ TubelNuilg 42M t70.01 020 170.0 435 170.01 744 1170.0 478 V&D 6N 170.0 506 170.0 092 170.0 619 170.0 life 170.0 521 170.0 1240 170.0 521 170.0 1406 170.0 521 170.0 1735 170.0 621 164.41 14W 170-01 521 48 M 170A 708 170.0 524 170.0 050 W0.0 584 170.0 992 170.0 OW 170.0 1133 170.0 6Of 170.0 1276 170.0 077 170.0 1417 170.0 6N 157.7 1577 170.0 6" 135A 1517 170.0 680 116.2 1571 170.0 049 60A26In 170.0 747 170.0 503 170A ON 170.0 631 170.0 1018 170.0 664 170.0 H95 170.0 723 170.8 1345 170.0 747 170.0 1494 170.0 750 141.7 t495 170.0 750 121.5 1495 170.01766 108.3 1495 170.0 760 5414 170.0 79/ 170.0 512 170A ON 170.0 NI 170.0 1110 170.0 754 170.0 1276 170.0 403 180.1 1401 170.0 O37 149.E 1401 170.0 860 124.E 1401 170.0 881 108.8 1401 170.0 881 93.4 1401 170.0 061 IQ in 170.0 ON 170.0 701 170.9 1083 170.0 797 158.5 1158 17&0 US 138.7 1158 167.0 926 123.3 1158 166.6 917 111.0 H56 149.7 010 82.5 1155 144.5 903 79.3 1150 IM.5 903 89.4 1156 144.6 003 63In 179.0 9W 170.0 745 150.0 100 170.0 650 137A IM 155.5 no 118.E 1N9 t41.7 $40 100.5 too 132.0 6:10 05.9 1049 125.5 628 79.9 1040 110.3 820 08.5 1049 115.0 610 59.9 1040 118.9 B10 r Oe In to&$ 066 170.0 749 139A 9N 161.3 8N 119.1 056 183.7 760 104.2 N6 121.4 776 026 955 112.8 M $3.4 055 1084 757 695 955 99.8 749 59.6 955 98.7 746 62.1 055 W7 748 3 721n 129E 003 134.9 697 107.0 ON 114.0 $82 91.6 803 101.1 670 80.3 003 012 850 71.4 SM 03.9 040 64.2 803 78.0 042 53.5 Bel 72.2 672 45.9 103 $0.4 628 40.1 6W 00.7 827 76 h 1092 721 114.1 020 Of.0 721 97.0 010 76.0 721 $$.1 005 08.3 721 78A 606 $0.7 721 70.1 ON 64.0 721 65.4 579 46.6 721 69.4 589 39.0 721 50.6 584 34.1 721 50.1 563 76h 101.0 684 105.tM64.2 6N 99.4 567 72.2 ON 78.4 578 63.1 ON 70A 567 50.1 664 84A 6% 50.5 W4 $9.0 551 42.1 864 64.1 $41 $6.1 664 51.3 636 31A BIN 50.6 $34 90h 65.6 Bill 07. 514 57.3 4a 47.0 614 50.0 440 41.1 $14 44A 433 38.5 514 40.5 427 320 614 37.3 421 27.4 514 31.0 02 23.6 514 30.4 406 20.0 614 29.0 403 00 h N2 452 55. 452 47.0 3M 3e.7 152 40.0 390 33.9 452 38A 3N 30.1 452 32S 378 21.1 452 30.3 373 22.0 452 20.0 365 19A 452 24.2 359 16.8 452 22.0 356 108h 30.1 357 38. 357 327 317 27.2 357 2&4 312 23.6 N7 252 30O 21.1 357 22.7 303 I9.0 357 20.8 200 16.9 357 18.0 203 13.0 357 16.2287 1/.D 357 15.0 203 111h 86.1330 3& 333 3&1 804 26.0 334 20.1 200 2L0 33e 23.1 292 10.5 338 20.8 286 17.5 336 19.0 2N tA8 338 10.5 276 12A 3]8 14,6 273 11.0 13.6 269 27] 289 2A. 289 23.7 259 19.0 286 20.5 256 17.3 209 16.1 252 15.4 2N 10A 249 13.9 2B9 14.9 248 11.6 289 12.6 240 0.0 289 11.4 238 O.7 26B 10.4 232 TARI F ER AnehorCs ael Table Iba suts061e 2.7BOr[19e ask Cox. NM0w 174U FI CICMU PTWOW Ara AnchorCllp Patlome Ancae Type 9'16'Elc0 U6•ca 114'Ek0U8•tOn 6118' Eco UMcm &1C Elt0 UOran V!'Ek0U9racon 1l4' OS Ek AgpeGatr WS' Ek0 UBmcm O n10 Steal Sc2W I935I a42 Steel Scmw(G5) 012 Steel Scrcw(G5) 1' 2-117 1. 2-V7 S1/B' 1' 2401r V 2417 7 3416'0.4r 054' 0.324- Embodne0 1J/A' 13Y 1314' 1S4• 2- 1.1N' 1414' 1-1/4' 1.114• 7-v4• 1-1W1-3'6' I -war r40eaArc .76' M11t OC. I Slrtletl or OOset (R0. 17 300 b0 39D N6 4501D0 NO N 1544 03 2701D9 260 txi 354 bs 7401Do 374 bs 661 Igo_ jAgWgreGaIxSc 311 pa442106 EGO Wa 4ArKIM 0 IAY Mh O.C./ S1an(arO(of q6C 2) 4001DS MObe NA IVA NIA IUA 3N6» NIA IUA NIA IVAW2 usNa 11201Da4Arctfka 3"dh. O.C.I' 15Ar0k s/0T9.3k 760b0 M08 680W 150D aa: IN701D5 SIOIDS OW bs 'NtA 76010a 740IDa Sao be 68211ro 885b6 1120000.46'NhO.C./UC1p, hbA9•ANm. ff704) IIIA 11A NA IUA 11/A NIA IUA IIIA IUA NIA IUAN/A IUA 10731 Ant WI F-O 0. 6) f061Di195Ils 25ft M6 DS 822 b0 135aa3 110 M 171 bs 370106 1871DS 1Ne170 bs 221 bs 200 ke2 Mfmn 01. f0. 141A O.CJF 2 1"M 350 bs NA WA IIIA NIA 190016 N/A IUA NIA IUA341 ba 442 ba T60 ba ANCHOR CAPACITY ADJUSTMENT FORMULA: (Dp.")X / ANCHOR CAP.,,,•,,,,,,\ =ANCHOR CAP.,,,, MULLION CAP.,,q„"„ / 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. gY NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 0c9mplylay t1t111IL9 P"Iwo I-1.0001-1 O"de 4LAS Code kom"Im of No 09 0-1 FIGURE 1: FIGURE 2: TABLE NOTES: 7wil /n.,w 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. eml a NOW -"I SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • � Ll"INTIERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125' FIGURE a • • • • • • • • • •, .fI • • • IIIIRLpNMWD MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. `� • ,•\,\GEtJgE • • • • • • • . • : • • TQ BE!bRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. r��y�S Q\ _ ' • 58705 • 'k • • GURES'SMOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. No. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED ' ; "O '. -;, •, �, �5 LU • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • SHALL BE 6063•T5 AND BE A MINIMUM OF ;' ., STATE OF FIGURE 4: FIGURE 5: FIG YEL~k0LlfNEtN PINE WITH AN SG OF 0.55. ALUMINUM .126" • • 1" X 3.12b' X .6' MULLION AND THICK GAUGE). STRUCTURAL STEEL TO BEAT , �i�� ' •' • • • • •� • • • • THICK. TEEL UDS TO BE A MINIMUM GRADE 33 .045" (18 (I- VF MULLION) • • • • AST 125- TH�K AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MAY BE STEEL 18-8 S.S. OR 410 S.S. • •f;<OR10P. �� Si ' • • • " C //•/// \ • • • • • THE MSTgRIALWJO & #12 ANCHORS INTO WOOD • • • • A. LYlflS1MI IL t P.E. FL P.E.# 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 6A MWIIon Capacity Table Ibsif e) Opening Width (f"wrlically-spar■9rg mullions) crOpening Haight (for horizontally -sparring mt/lcns) 5g in 00 N 70 N 00 In 901n loc in 120 h 1401. 1001a Ix4a./28 Reol•lptlr Loedad TrapRdeng. Loadng Redung1v I Leading TraprTW4 L.-dine ReolengWv Lwdng Trep MBM Loading Redenpler L4mda0 Trsoftlen9. Loadn9 RaotenmW Loading TwMars Loadng Realengdar Lowing Tmp/llhng. Loading Rea .4g ar Loading Trap/111ang. Loaft Reatan9alar LaWng Trep/Tdang. L.4.9 Reatang0ly Loadina Tnp/7dana. toadng aTubs Mu Mullion dt �aI H 42h 170.0 620 170.0 436 170.0 744 170.0 470 170.0 4a8 170.0 600 170.0 002 170.0 6t0 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1408 170.0 621 145.0 1489 170.0 521 127.6 1489 178.0 621 44h 170.0 708 170.0 524 170.0 ON 170.0 6N 170.0 9a2 f/U.0 WO 170.0 1133 170.0 001 170.0 1270 170.0 OR 150.3 INS 170.0 ON 130.3 IJ0.3 170.0 000 111.7 i303 170.0 ON 97.7 1303 170.0 000 KW6in 170.0 747 170.0 503 170.0 a06 1M.0 $31 170.0 1046 170.0 6a4 170.0 1195 170.0 723 168.1 1235 17MO 747 140.E 1235 170.0 756 117.1 1236 170.0 766 100.41 1235 170.0 766 87A 1235 170.0 7M 0/ h IMA 7W 179.0 512 170.0 95• 170.0 091 170.0 1110 170.0 704 154.4 "all 170.0 a03 137.2 I108 170.0 $37 123.6 116e 170.9 056 102.9 1154 170.0 001 08.2 1158 170.0 Sol 77.2 1158 170.0 061 80% 170.0 006 170.0 701 10&7 1042 1M.0 797 142.9 1842 i81.1 832 12SA 1. 14&7 815 111.2 1042 136.8 $01 100.0 1042 130.2 791 63A 1042 125.1 782 71.5 1042 123.1 782 62.5 1042 125.1 792 07N 170.0 030 1M.0 743 1613 992 163.0 0/6 129A 9V2 iN.4 799 tUA 992 131.0 702 100.8 992 121.4 TOB 90.7 982 114.E 73e 75.0 912 100.4 715 N.6 992 108A 744 56.7 992 106.0 714 Win 106A N7 170.0 769 137.0 947 1N.0 7M 110.1 917 i70.9 M6 /03.1 047 117.7 752 91.9 917 10&7 770 627 947 102.2 717 88.9 917 95.1 713 59.1 917 9/.0 711 51.7 917 91.0 711 72In 136.9 049 142.7 737 113.2 OW 121.0 722 97.0 N9 106.0 708 $4.6 $49 94A 60 75A 049 88.7 685 67.0 N9 82.7 670 56.6 649 76.3 _ 659 48.5 849 72.6 652 42.6 80 72A 051 76in 115A 742 129.7 806 9&S 742 ime 562 82.6 782 90.0 84o 72.2 M2 00.9 629 642 M2 74.2 020 67.0 762 69.2 613 46.1 762 62.8 602 41,3 762 59.9 697 36.1 762 62.4 695 M h IQ&$ 724 111.4 GM 09.0 724 •&0 621 7&3 724 02.0 609 66.8 724 74.4 699 $9.4 724 06.1 691 63.4 724 63.4 503 44.5 724 07.3 073 38.2 724 $4.3 507 33.4 724 63.5 555 00 In 09.6 847 71.8 483 0&0 50 60.7 474 49.7 643 52.9 464 43.6 643 47A 460 30.6 US 42.0 452 34.8 643 39.6 440 29.0 543 34.9 436 24.8 643 32.1 430 21.7 643 30.7 4M 96 h 673 4M 58.9 427 47.0 478 4&7 419 40.9 478 43.2 412 35.4 470 38.5 405 31.8 478 34.8 400 28.7 478 32.0 390 23.9 478 28.1 300 20.0 478 25.6 380 17.9 4M 24.2 374 108 In 403 377 41A 341 315 377 34A 33S 2a.0 377 30.0 330 25.2 377 2&4 325 22A 377 24.0 321 20.1 377 22.0 M7 16.8 377 357 19.0 310 14.4 377 17.1 301 III In 37A 307 37.0 3Z3 30.9 357 31A 318 2&5 357 27.6 313 23.2 357 24A 309 20.6 357 22.0 30 10.S 357 Z0.1 301 15.4 17.4 294 120In 203 808 Me 2TO 21.5 308 2&1 214 21.0 SM 2t.7 270 18.3 306 16.2 267 18.3 308 173 263 144N 17A 212 17.2 IN I I I I -- TABLE BB nchor Capacltvable libel aftlad a 2.7k Canamte 3Ak Dam. HoaawCMU Riled CMU PT Wood Metal Anchor CUPPattsms AdWaTy SnrEkaUtmcon 1/4'EhoUltmaon 6/1r ow 1'Inlodn SAWEloe(IIInlcon tp'EboUlkecon IN1 SS Eb0 AggmOetar 6/tr Elea Uamw i/4- 93 Eka Acomaa1v a10 Steel ,a.105, 012 Slael screw(W) 012 Stab Screw(G5) Edge 0111eoae link 1' 24W 1' 2-12' 3.1/8' 1' 1'2-12' 2' 3.118' 2' 0.48' 0.51' 0.324' Embedm•11(N} 1-SIC 1.3/P id14• 1d14' T 1.114' I-lle 1.1M 1.114' 141C 2' Idle' 1-31W lades2A.11- I.Tr MY1.O.C./BMad•d orgbalC�s (F 182): 390 am 390 ns 450 a• B90W 10441M 2701W 3541bs T4016e 3741bs BN lbs B4e Ibs 3411ba 44210a 660 IW 4 Anahom®2.tr Mlo. QC.I4mMvd lbr0l.a0C9p 0T9. 3k 700 a• 700 Ns b001M 11101W 9a21ba WA WA 8301M WA BBO ibs WA N2ibs 8851b 1120BAmham ®1.fY ki6. aG I slaMrd WCMr)CIP(FIN 4k 06000 14N Na WA WA WA WA WA WA WA WA NIA 1383 IM 1770lbs 2240 an 4 AN&M 0 Y Mia 0.C.1(2) NO Angle dips I (Fig. 6t 780 Me 7e0b Wt. IWO,s ISMa6 54016a r2-11r NIA 70D Ibs 7481bs am Ibs 1692 IDS 0821bs 5&5IN 1120 an6 AnOtpm • 3' MW O.C.1(?) 206 AngY Oipe I ". O3 11Ma 1170108 1020as 23W IOe 2N4 Ds 0101De NIA 1140lbs 1122I03 13201ba 2536IbS 1022 9» 1327 Ibs f080 as 4 Amhom @ 0.4r MN. O.C. / hb.12V Akan. ft. I WA WA WA WA WA WA WAWAWAWA WA WA N/A _1430bs 2Amhon(22.2SMh.0.CJFQip(FA7. 8): 3501ae 35010s 2901hs 70S bs 470 bs WA WA 3/616s WA 4401ba WA 3411ba 1121M 5601bs 4Amhom 1.IVMI..O.CJF-IXp .9): 490INm MOwa WA WA WA WA WA I WA WA WA WA N21bs 8851m 1120 ms NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ( ANCHOR CAP.,,o,,) -_ ANCHOR CAP.,,, `MULLION CAP.,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED'. CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1 SE SHIEET 1 OR I STRUCTN%Q�S ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE • • • • • • • • • • = M • • E 1.4 F4 `TEN RA:IN;j C ATION METHODS. • • • • • • • • _ •• • 4R4E LA fi INTERRDLAITIO: BETW :EN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • •; MULL4ANANUL S MNON:CLI"SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW FIGURE 6: FIGURE 8: FIGURE 7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • • 4) SUBSTRATE9(KON IT (CM ) SHACONIFO O TOO A 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • • • • • CONeRETE BLOOK UNIT (CMUj SHASI CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW • • �yOU RN P NE WITH AN SG OF 0.55. ALUMINUM SHALL BE BOBS-T5 AND BE A MINIMUM OF .125' THICK. STEEL STU Tp B A NIIjM G E 33tyD .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LE4ST.125' THICK ANGLE CLIP (FIGURES 5&5) MUST BE USED IN PAIRS. • • • AND A35•ALL ANCHORS IN ETA ALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1B-8 S.S. OR 410 S.S. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ---1 1.000- 1-- 4.000' .125' 1'X4'X.125" MULLION PRODUCTREVISED 0 tomVh4n9 with theFiarlda J J W-A "I Ji ' No.58705 " rATE : • lU�` '•..FCORIO?'.-' (\Z SS/0NA - A. LYNN Iy uI R, P.E. FL P.E.# 68705 TABLE 7A Mullion Capacity Tab te Ibs/R Opening VNdth (for veracaly-sparW ng mAlone) or Opening Hight (tor holiior tee -spanning mulions) 60 M 601. 701n 00 in 90 in 1001n 1201, UO In 1601n 1 It 4 a.370 Alum.TUM RVAMM • I TM1a/Me•- L"'m Rectnptler wang TMPTft g- Lmdng R aton9A8r Lesdrg TSeplmeng. Ladng Recta1g44• Leadng 7tap/TAa11p. wane Rat•pAer Loedhg Trep/01anp. Lang RecMrlpeler Ladng TwTOang. La I.g rt ctengAv Lowing TrepRd•n9. Laedng na4lan9Aer Lowing - T.PrIld.no. Los•ng Rselan9A•I Lcedhp T•pRdang. Wang 421. 170.0 420 178.0 436 00A 744 170.0 470 170A 060 170.0 a06 170.0 M 176.0 619 170.0 i11S 17" 521 170A 1240 170.0 621 170.0 1488 V0.0 521 170.0 1735 170.0 621 170.0 1903 170.0 521 40M 170.0 109 110.0 024 170.0 850 170.0 544 170.0 W2 170.0 630 170.0 1133 179.6 051 170.0 1215 170.1 077 170.0 MIT 170.0 050 170.0 1700 170.0 MO 170.0 1983 170.0 040 161.8 2024 V0.0 680 60.626 in 00.0 747 170.0 503 170.0 ON 170.0 all t70,0 1040 Me 6M 170.0 1105 176.0 723 1M.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 76a 156.0 1019 170.0 760 130.0 1919 110.0 766 17QO 797 170.0 812 170.0 ON 170.0 691 170.0 life 170.0 754 1M.0 1276 170.0 003 170.0 1434 170.0 637 170.0 1594 170.0. 850 159.9 1799 170.0 061 137.1 1799 170.0 Sol 120A 1799 170.0 gel 170.0 m 170.0 701 170.0 1063 170.0 707 1MO 1240 170.0 8M 170.0 1417 170.0 944 170.0 1624 170.0 90S 155.E 1619 1542 170.0 1033 129.E 1619 170.0 1083 111.0 1619 1700 !M 97.2 1019 170.0 1063 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 lots 156.7 1542 170.0 1076 141.0 170.0 1122 117.5 1642 168.6 115a IOD.7 1542 187.0 116789'1 1542 107.9 liar E r 170.0 974 178.4 790 170.0 1110 170.0 M 170.0 1304 170.4 1002 MOA 1472 170.0 ION 142.8 1472 1M.8 IMS 128E 1472 150.E MO 1071 1472 147.8 1108 9L8 1472 146.0 1104 80.3 1472 146.0 1104 MID top170.0 810 110A 1275 170.2 1009 IKA I= 168.2 1101 132.0 020 149.1 1082 117.3 1320 137.8 1055 103A 1320 128.0 1049 88.0 1320 117.0 1024 75.4 1320 IRA 1013 60.0 1320 112.E 1012. 170.0 1122 170.0 Q7 Me 1194 11WA 1013 12a2 1164 139.9 001 112.2 1.64 126.7 976 90.7 11M 115.3 984 69.0 1144 107.5 952 74.8 11M 97.6 935 64A 1184 93.1 927 W.1 1164 92.3 925 n 108.1 1124 170.8 9117 138.4 1124 147.0 m 118.0 1124 126.6 947 103.E 1124 115.6 031 92.3 1124 105.8 918 e&O 1124 95.5 goo 09.2 1124 89.0 090 59.3 1124 a4.3 Mt 61.9 1124 82.2 are DOM 148.1 M4 111.6 760 644 K3 730 77.2 844 02.1 724 67.9 M4 73.3 712 60.1 $44 68.5 702 64.0 W 81A 693 45.0 844 54.2 678 38.6 844 50.0 Bp 33.6 844 47.7 W2 90In 49.1 742 91.5 S83 742 77.2 052 G&S 742 67.2 641 05.7 742 59.0 6Jl 49.5 742 54.1 622 44.5 742 49.8 014 37.1 742 43.6 600 31.8 742 39.5 600 27.8 742 37.5 6M 1MM 12A 6M 1&0 630 6M 6&8 621 4ll SIB 40.0 613 30.1 lies 41A 605 34.8 598 37.3 498 31.3 S88 U.2 492 � 28.1 5M 29.6 481 22.3 566 20.6 472 19.5 500 24.7 406 III In 57.6 555 80.4 003 [744.2 655 49.5 420 11.2 653 42.9 467 38A S56 J0.0 4M 32A 555 $4.2 413 28A 555 J1.J 407 24.0 555 27.1 457 20.6 555 24.3 Me 1e:0 6p 22.4 442 12DIn 45A 4M/0.4 4p {M 30.0 428 S2A iM 33.7 {20 26A IM 29A !11 28,3 176 20.E 409 22.E /76 24.5 404 19.0 N6 21.1 MS 18.3 475 15.7 367 14.3 476 17.2 J81 I -In 204 330 26.7 305 330 22.4 301 t6A 330 19.3 207 10.5 330 17.0 293 TABLE 7R Anchor Capacity Table b9 8ebbale. 2.7e ommte 3.59 CWp. Ho9on CMU Filed CMU PTWcod I Mehl AnehorCltp Pet4em• A d orTyp. Y1r Ebo labaeee 1l4 Eke l Weoan Ws, Eko 'IV" Y19 el. uvoea 1//• Eko UB sea 114' SS Eko AggmGetar _ 5/16' Etc. 111mcon i/4• SS Eko AggreGstor 810 Bled Sam (G5) 912 Slal 8a (05) 012 Slcd 8ue M) Edg• Oiet•1ee On) 1' 1. 2.1& 34W 1' 2-112' 1' 2.11r 2• 3-118• 2• 0.40• 0.64' 0.324- Emhe89eM 1-Y4- 13W 13/4• 2' 1-114' 1-1/4• 1-1M' 1.114• 141P 1.114' 2' 131r 1-"' ve0as 2Amhm 0 4.76' MIrL O.C. / 8M M094e4 Cep {Fig. 1a27 Mae 450 to ON be 1644 as 2M ba 2a Ibe 3N Ibs 7401W 3711ba ON IN 9461b6 341 lb, 442 Iba 5801te 4 Anc1•n 22T MM. O.C. / OlanO•d (orOlbsO qP lF . 3 700 as 58g On 14101M 962 be WA 5501a WA WA Sao It's WA 682Ibs 051N 1120 bs OAna11In 01.1Tr1a.O.Q/81.11.0 (arO0as8 Clp (Flp. 4)r 0609• K14001b. WA WA NA WA 780lba _ WAWA _6301be WA WA _ WA 13631a 177016a 22d0W4 Anabn0 r N.O.G/(1)215Anob C0q/(Fig. 53 760 ae 6W ba 1SW ba 189E be MO la 5801a NIA 7801a 7481be UO Ibs 18921bs 6821ba mm lb 1120 ba•Ambn 0 3• M.. O.O 1(2)2a5An0k Chm I(R6. 61 W0b8 1020 Poe 2340 bs 2344 ae $to ae 640lbs WA 11401M 11221be 13201bs 28381a 1022 is 132T la ISao ba4 AnItm 00AW Mh. O.C./ U47p, Mo.123• AWLtF1a. 71 WA WA WA WA WA WA WA WA WA WAWA WA NIA2 AgdWs 02.2r Mh 0.C1 F4CIF OV O1soa• 290 as 705ba 4M be WA 2a01b. WA 315 ba WA 4401ba WA 341 Its 4421N4 Amhaa 01.15• Mh CA/ FC9p ffq. 93 410beI WA WA WA - WA_--380 Ibs WA WA --�-WA WA WA 8521ba sm 1a 1120 ba NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X (AN CHOR 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. TABLE NOTES' FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURED: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION "AkOADIN% SEEWSHEETS 2*4 FOF'•CjENERAL INSTALLATION METHODS. • • • • • • • • • • • • • • • • • • • • • 2)CT DIMENSIONS, SEE ll�Lry'�*�r+��E.R111• E,MP!,.OLIKTION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • 3HEETLb NNOTEST E�PRILLEDIN THE FIELDE NOT T OSLOWING DIMCALE FOR ENSIONAL ONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND • • • • • • • abROUT- ILLED CA�,�,fy.RETE � AC URI (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE • • • • • • • 60WT6� jREA�O YELM 06.12 THFWIC PINE WITH AN SG OF 0A ALUMINUM DE 33 BE • • • BOBi•T58ANgBE�1 MINIMyM 0�.125" TII(ICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046- *THICK (18 GAUGE). ATRUCTUF"STES& 90 BEAT LEAST .125• THICK AND A36, ALL ANCHORS ANGLE CLIP (FIGURES 5&8) MUST BE USED IN PAIRS. 0*9 0 INTO METAL•SHAL! EXTEND ATLEAST f SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ftFkdds ' !! No. 58'/05 11-°(��S T k/; () STATE F ' /; 10NAI- A LYN{J (uI1�L R, P.E. FL P.E.►) 58705 TA13LE BA Murton Capacity Table Ibafft° Opening W(dth (for vadea*spar95ng nvAlorm) or Opening HeIght (for hod*rkek-sparring mUllons) Go in 00.ir 701n BD in 001n 1041. 1201n 1401n 1601n 1.26" X 1.2 R9derINW r� •4p116s1i. � Red•g16Y L-oft 7nprBlsrp. Lwd1w Red9n•trt Leafing Tnp/IIIen9. Loadrg Reeten9Wer LOBdr15 Trep715en8. Lowing RBalenW! Loafing Tf9p/lllarq. Loading Rxten901r Losdrq TropTtBng. Laedrig Reotengul• Loadry hepfTOeng. _ Loodng Re[tengoler aBdn9 Trap7rNen9. Loadn9 • Rs[tenp5ar Loa6Ng Trop/T4.1g. Loafing 6" It Tub Mull1a�'a �I I I I . I I a . WO 170.0 435 170.0 744 170.0 47$ 170.0 80 IMO 606 170.0 992 170.0 510 170.0 1t16 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 151.E 1769 170.0 521 170.0 701 170.0 04 170A 650 170.0 584 170A 892 170.0 500 170.0 1133 170.0 061 170.0 1275 170.0 677 170.0 1417 170.0 880164.8 130 170.0 ON 132.7 1548 170.0 060 110.1 1548V0.9 600 170.0 747 170.0 663 170A age 170.0 631 170A1048170.0894170.01105170.0723170.01346170.0747 /07.0 1468 170.0 756 139.2 1480 170.0 768 103 1468 170.0 766 104A 1488 170.0 756 r170.0 170A 797 170.0 612 170.0 250 170.0 Sol 170A 1110 I70.0 754 170.0 1275 170.0 603 N3.1 1370 170.0 837 146.a 1376 170.0 840 122.3 1376 170.0 01 104.0 1376 170.0 061 91.7 1370 170.0 881 170.0 05 170.0 701 170.0 1063 170.0 TIT 10A 1166 170.0 878 09.0 1168 187.4 930 12a.6 Ilse 768.9 9f9 111.21168 150.0 912 92.7 1150 144.8 905 79.4 1168 144.8 W5 69.5 1150 144.4 905170A RN 170.0 745 100.1 1051 170.0 550 13722 1051 155.9 802 120.1 1051 147.0 543 105.7 1051 132.3 837 96.1 1001 125.7 830 00.1 1051 119.E 022 6e.0 lost tU.1 821 00.0 1051 tlO.t 421 187.1 951 170.0 H9 130.3 07 16fA e08 IfOA 07 134.0 790 104.4 067 121.8 777 02.e 057 112.E 767 43.0 957 f06.8 769 69A 957 100.0 760 59.7 957 98.9 746 52.2 957 9a9 716 na, 12Lr 04 135.2 608 1073 804 115.2 5M 91.9 ON 101.3 671 BOA 004 91.4 Sao 71.6[61540.6 650 64.4 604 76.8 643 53.6 $04 72.3 633 40.0 $04 69.9 029 40.2 4% 69.8 028 = 70M 100A 722 114A 670 91.2 722 97.2 61i 7a2 722 85.3 606 BBA 722 78.7 693 80A 680 54.7 722 $5.5 .680 45.0 722 69.5 570 39.1 722 66.7 W5 34.2 722 56.2 564 78In t012 60 100.E 000 64.4 05 49.6 6M 72.3 60 7" 517 03.3 665 70.5 568 60.2OW 50.6 683 60.1 553 42.2 $85 64.3 543 30.2 685 51.4 537 31.0 605 50.7 530 g01n 05.9 515 0.0 467 54.9 516 67.3 449 47.1 515 60.1 441 0.2 616 44.7 434 30.3 424 33.0 $15 37.4 422 21.5 515 33.1 413 23.5 515 30.5 407 20.6 615 20.1 404 961n 64.3 453 65.3 4 44 45.3 453 47.1 397 30.8 453 41.0 391 33.9 451 38.4 345 30.2 379 21.2 453 30.4 374 22.6 453 20.6 366 19.4 453 24.3 350 17.0 453 22.9 350 1061n 38A 30 30.0 323 31.0 350 328 318 27.2 368 28.4 313 23.8 360 26.2 306 21.27 304 19.1 358 20.8 300 15.0 758 18.0 293 III In 36A 338 35.8 306 20.3 338 30.1 301 25A 338 2a1 297 2LO 330 23.2 293 19.59 211 17.8 338 19.11201n 27.i 200 28.3 254 23.2 200 230 260 10.9 290 20.6 268 17.4 290 1a2 263 0.4 249 1441n ti.1 201 10.3 f0 TABLE 813 -.---- AnchorCe a Table Ib9 awavaill 2.78 Comets 3.Skcm Ho60w Wu FIfedult; PT Wow IARa Mcila'lype 9'16'ElcoU9ncm 91'EkoUSm[on NIS EXO 3'16EI[oVeraal V4'Eko UnmanUaa[on 1/4'SS AgpmGC 114'SS EI[0 Aggn:S EIC S10 SIOU) p10SIBU M7251M1 ScroN 12SI IS[r2 N1261edAnchorCllpPat69me steelEogaustance(n) 1' 2.//2' 1' 2-1/2' 31m' 1'2-UT t'2-I/2' 2'• 2' CAW 054, 0.304'Fml�Onml n I214- 18'4' tal4• td9' 2- 1-114• 1-114- IAA 1-1/4' 1-1/4, 7 i-3.81 13'8' WAS 2 Archon 40 . n .C. 18lm a ID5so1 CBp 01g1I " 450 Ws t M 270 W1 IOs IbS 14Ula 74 W6 h&IT0 916118 311 Mn 442 0 660 •s 4AnfhM 01.16-Ufa OC/9W10.0(orCllal) 01927 480 IN 70D 9A II/A IVA NA IIIA 300IM NIA IUA NIA IUA 682lbs 805 Ibs 11201a4AMb= 03' Mh. O.C./m215A / g3 700bs TODto 00D Ws 15M Es 1=MS 540 bs 5E0 We 14IA 7601a 7401 1892 It 6821a 8850a MOM IA-.. 0.4$'MIo.O.C.IU42p,IMD.129AWr1 ft NA WA 11/A IVA N/A WA HA IUA HA IVA II/A IVA f4301a1Alclnr/F42 g1GIWsWB 225a"446W8220 __ _IIA 1351D4 140IOs 177Ws 9701a 197 W 4731Ds 17oWs 2211a 26010s 2AWfW 1.15'LOn 0.C7F 208d 5506e N1A WA NA tl/A 190 Its IIA IUA II/A IVA IUA 311IDS I428M 66058 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„)X (ANCHOR CAP.,,,,,,,,,,\ =ANCHOR CAP.- \ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 13 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. O M Florida FIGURE 1: FIGURE 2: TABLE NOTES: H 1.250- -1 Srylia nDere • • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 4art11 a e Product .,*" ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• • 2 INCAWIDTHS R1NTLRPI9LLAAON`hE1%EEN MULL LENGTHS AND/OR OPENING IS ALLOWABLE. / • 0 • • • • • • • \ ONV LYNN M7 7i FIGURE 3: • `�.0 10 A(� '' AAffLL�4,A IFS WN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.188' �'''VIGFNg• ANGLE • li" ['IV "'W W 1'IP P .•' F -'• /� CLIP MUS} • • (SIdEETSQL23. HOLES 40 9E D6114LED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. �, � No. 58705 }� IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND .•A�.��--...��,___ FIGURE 4: FIGURE 5: FIGURE S: • • • • OROU-FILLEq CRE1 K �J WMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL 33 C � BE FISSURE-TTED Y SbITHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE �[7 Sf(A 0 ,J ((/([/� . • • • 6083-TEdAiD BE ♦ MINIMUM OF .125' jH1CK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1.25' X 3.188' X .285' MULLION •.A(ORIDN. \� • • • .0.6' 7NICI8 (1*GAUGE#.. STROCTURAO STEEL TO BEAT LEAST .125- THICK AND A36. ALL % �� ('j ; • • • ANCHORJINTD ML•1AL SHALL 11XTEND%T LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (t-tl4' VF MULLION) 'i� s�O"' ' •�tJ ``� • • • • 4710 6 N12 ANCHQRS INTO WdbD MAYeBE STEEL, 1S-S S.S. OR 410 S.S. q� m A. CENN1 ' (LICK: P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A -- Mullion Capacity Table lbeM2 Opening Width (forveracalft-aperini g rnoior•) or Opening Helght(for hori2onlavyapanrA g mt6lora) W N 801n low BO In 90 in 1001n 120 in HO In 1801n 1.16100 X .100 Ih1lrgldu Loaft T•plTd6ng Loading Rnlargolar Losdinp T pRdaq. Lad01p Aadag9Nr LoadOq TmgrrWq. Lading R66hngufar Loading TnPITNng. LosdND 1halmOWr l0eding TmWho Lading Reeten9oler Loading 7hp/7Mn0. Losd1v Raelenguor Loading TrepTd0n0. Lading Raahn 1 Loadlnpar Tr6prtrlang Loadbq R0el4MWa Lading T d r w6ng Alum. Mill Tube Mullbn I I py 2 fill (ak(' III) �iS I I yh d Z 8 r�5 qqpp S 9966 � yp 2 g5 4 1 I l 11111 42la 1170.01 NO 170.0 435 1740 1 744 170.0 476 170.0 M 170,0 408 170.0 M 17" 610 170.0 111$ 170.0 921 1633 Ilia 170.0 $21 127.7 Ilia 17001 521 IOBA 1 1110 170.0 1 621 05.8 1 1116 17001 621 48N 110.0 705 170.0 U4 170.0 M 170.0 544 161.6 $16 170.0 630 140.1 978 1 f7e.e ai 13D.4 978 170.0 671 117.3 978 170.0 080 97.8 978 170.0 600 93.8 978 170.0 ON 73.3 1 918 170.0 600 60.826N 17001 747 11700 593 170.0 M 170.0 631 160.7 DID I70.0 M 131.9 %7 164.6 708 117.2 927 169.1 M 105.6 921 ia.3 695 87.9 927 158J 695 75.4 927 156.] 593 65e 921 160.3 $95 SIN 170.0 M 170. flit 164.5 M 170.0 601 197A M 163.0 M 110.0 900[49.4 SM f03.0 M 1]4.0 "0 02.7 M 120.8 654 71.3 M US .B $52 662 M 129.4 S52 67.9 689 1268 652 60h 143.2 746 153.4 434 11h4 748 02.3 820 f02.3 746 117.4 M $0.5 748 609 79A 744 101.0 532 71.6 140 06.8 581 59.7 746 93.3 583 51.2 748 03.3 693 44.8 748 23.3 M {, 1316 121.7 677 132.0 679 103.1 a" 113.2 M 84.4 677 100.4 655 77.3 %7 648 65.7 677 85.2 630 51.9 677 $1.0 534 51.6 071 71.0 529 44.2 871 76.7 629 38.7 077 70.7 529 Syr aN t%A 817 114.1 ao t/.7 817 %.6 6t0 76A 617 M.3 loe 87.3 617 a5o S9.e 617 72.6 494 63.8 817 U.7 4" 448 617 644 483 384 817 83.7 182 378 617 63.7 IB2 1111 82.9 all WA 190 111A DID 11.2 4111 56.2 511 85.E 1. 61A 5Is 425 46.1 $10 64.2 419 41.4 510 50.7 414 34.5 516 46.6 08 20A 518 450 405 25.9 616 16.0 405 74 N 74.6 466 73.7 406 1167 M S26 306 50.3 4a 64.9 390 44.1 465 364 39.2 4a 45.3 378 352 465 42.2 314 29.4 465 38.3 367 25.2 465 36.5 384 2x.0 485 362 35378In 66.2 441 69.0 S% 64.3 441 57.7 S79 44.0 441 50.6 372 40.0 441 368 38.2 441 41.6 360 32.6 441 39.7 356 2T2 441 34A SID 23.3 441 33.1 346 204 YI 32.7 MIS BOh 42.1 332 43A !95 35.4 332 37.0 289 39.3 332 32.3 2a 28.6 372 26.0 200 "-1 332 28.1 278 K2 332 24.1 272 1 MT 332 21.3 288 16.2 972 10.8 R82 73.8 332 tO.7 NO III In 36.0 1 261 369 M 2/.1 291 30.3 256 25.0 "1 26A 252 21.9 291 23.6 &a 1D.4 201 21.3 M4 17.6 291 19.6 21t 11.6 2B1 t7./ Y38 12.5 2a1 /6.6 232 _- tOBh 2/.1 230 26.1 T01 R0.6 230 21.1 2a IT6 271 i8.3 201 16A 230 10.2 196 it1 N 22.6 211 2J.1 i% 10.8 218 19.4 104 16.2 216 10.8 191 14.1 216 14.9 NO 120h ilA f% 18.2 178 14./ 1.1 15.3 167 --- - --- TABLE 9B Anchor Ca aottyTable(Ift BWSOM: 27X OerlOeb 3.5k Cone. Hollow CAW HIMCMU PT Wood Meld Anchor Cllp Patterns Anchor ryps: 9I18'Eko llgnacan 1H'Eko Ubmon 5116' IEW114' ul"K31181 UBeoon 1IP to, UOmoon S9 ElcO A0g.Gafor N18' ElcO Ubwon IW SS EIco Agg,.Gfor #10 6tee1 8orew(05) #126.1 8c (G5) #12 Sled 8cmr(05) Eden 01stads pnJ: 1'21r2' 1'2-tPC 21/6'2.1/2' P 2-1W 21 34/8' 2' 0.48' 0.54• 0.324' Embeft"I1.3/4' 18Y' IJI4' 2' I.1/4' 1-1I1' 1-1R' 1-151' 1-1/4- 2- 13I3• I-", lades .75 in. O.C. / laaador OWL Flo. 11 380 a8 M b 450as e90 as 1644 Ora 2BO N0 3541a 7401ba 374 1a M la 94810e 3411a 442 lb. 58o rM 4 ANIM 0 /.Ir M•. O.0 I GtMerd aTOasN) Olp (Fig. 2j 480 •e 700 ae WA WA N/A3W I. N/A WA WA WA WA 662 as 6B51a I120 ba 4 Ar"M eT 5R0 O.Q / (2) 235An01a C� / (Fla. 31: 780 as 700 ae 6001b6 1500 a6 low la sea la N/A 7601a 7481a NO lb, 18021a 862 a. BBS la 1120 M3AMhaa 00.6Y Wn. O.O. / LION kde.100' Alaa. (FI0. 41 : WA WA WA WA NIA WA NIA N/A WA WA WA WA WA 0101b61Anchor/F121p(Fle.5} 195 as 1951• 225ae 115 Bu BM la 140 Ea III lb, 370 as 1371a 732 Ina 473I. 1701bs 2211 a 280lbs 2 AWIM 01. IY Milk O.C/ F434(Fb.8 2qM 3501a WA WA N/A WA 1905H NM NIA WA WA 1wA 31110e 4421oa 560as ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X ( ANCHOR CAP.,,o,,.,,, \ _ANCHOR CAP_ `MULLION CAP.,„„,,,,, i 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: FIGURE 2: _1.250" TABLE NOTES: • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• • 2jINf•ARLTLlRPOLAIRONZIEIWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • • • • r, ANGLE • • •J�U0.10 At taR1LL?ASUPS SOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.250' CLIP MUSE • • aS EE 23. 4P:1. S O D116L D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HDLE LOCATIONS. IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 0: • • • • GROU -FILLSfj CCE�OO CRET�yB�QCK jI IT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL •100* BE PFj SSUREn6kTED YE did S'b I�I-IERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE • • 6063-VAUD BEG, MINIMUM 9F .100' jHICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND • • • .065-11HICIt (16 GAUGF*.. STRUCTURAID STEEL TO BEAT LEAST .125- THICK AND A36. ALL 1.25' X 3.25' X .100' • • • ANCHORSDINT0 MRTAL SHAD! PXTENDILT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • 000 • #10 6 #12 ANCHORS INTO WQOD MA?BE STEEL, 16-8 S.S. OR 410 S.S. MULLION ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • hai eta Florida JI �tL1111111//� LYNN �djz � .��.•'•�LGENSF'"•eF.ft i -A No. 58705 • '� �_ A1E ir ;15 : �w /'SS/UNA� ,` A. LYNN MI AL , P.E. FL P.E.# 68705 TABLE 10A Mullion Capacity Table pbaffts) Opening Width (formlicW"parning allnlors) orOpening Height (for hod7orts"panni g mUllo t9) 60M 60 in TO I. so In to in 100in 120 in 140 in 160 in 128 x 326 x RsdelOeW Ls.Seg Tfoolb p. LOsdi18 Reclafq•n Wining Tfpff.17. Lesfn9 Redefpll• 4.dilp TnpTdenp. Lwdifg RscUripuIm Loeanp Tny7d4p. Losaep Rtd&v of Ls e g Trep/fNng. Las6np Rsctanpule L..ding Tnpffiuq. L.J&q Redenpulsr L..di,p Trep/rMsp. L-1.9 Raclsnpuiar Lo.dir,g TmpfTnanq. L-Nq R.O."Uel Leading Trsp?img . Lt,.dig .624 Alum.7ube '� k�aagasasa $-. jff s f% '� Jsr._ .S is.. _ �eji a'. 8 E.- .S a' .� rsssfsR� .k' .$_ .8 .g^_ .� 12 .F �e8 a.& .$ f"Mulllon 3€ .19 U 421. 170.0 620 1701 436 110-0 744 174.6 476 170.01 068 170.0 606 1101 992 178.6 619 170.0 1116 170A 621 170.0 12/0 170.0 621 1700 1488 1T00 621 1700 1736 170.0 621 170.0 1983 1704 621 461. 179.0 728 170.0 624 170.0 $60 1H.1 6N 1T0.0 0# 170.0 $30 1100 1133 f70.0 661 170.0 1276 1700 67T 170.0 1417 170.6 US 170.0 1700 170.0 690 169.7 1979 170.0 NO 148.6 1f79 1700 680 606MI. 00.1 747 170.0 663 17e0 896 174.4 631 170A 1046 170.0 684 t/0.0 1196 171.0 723 170.0 1345 1700 147 170.0 1494 170.1 766 170.0 1193 110.0 766 152.E 1077 170.0 165 133.E 1677 170.0 756 641e Me 797 110.0 sit 174.0 956 170.4 691 170.0 Ill$ 170.0 764 171.0 1276 174.0 803 170.0 1434 1700 137 170.0 1694 170.0 056 166A 1769 170.0 061 134./ 1769 1700 Sol 1173 1769 1700 "1 601n 170.0 p5 170A 701 110.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 110.0 944 151.1 1511 170.0 1% 145.0 15f1 170.0 1033 120.0 1611 1700 1063 103.6 1511 170.0 1053 90.6 161/ 170.0 1063 63 in 170.1 00 170.0 746 110.0 1116 176.0 060 170.0 1302 1700 f/0 iS6.6 1370 170.0 1016 139.2 1370 1700 ID76 126.3 1370 1644 1082 104.4 1370 165.9 1012 19.6 1370 15S,3 1011 18.3 DID 165.3 1010 "In IA.O 9T4 170A T8! 170.0 1189 171.1 903 165.E 1Y41 170.0 1NY 1M2 1116 161.8 1013 121.1 1218 147.1 10N 1- 1218 139.0 909 90.8 /210 170.4 978 77.8 1&8 129.0 9/6 60.1 12At 12D0 076 72U 167.8 1M 170.0 178 139.9 1049 ifi8.2 892 119A 1619 132.1 176 10l.9 1049 119.1 I60 99.2 iM9 109.7 818 13.9 1019 102] gag 61.9 1049 943 t25 69.9 1049 97.2 810 62.4 1039 91.1 120 74In 112.7 fit 149.1 022 116.9 941 126.8 101.9 941 111.2 701 89.2 941 100.0 111 70.3 8J1 01.7 766 71.4 Sir $5.6 767 69.6 941 77.6 744 61.0 941 740 737 446 941 733 739 : 78 in 132.0 $94 131.6 783 110.0 N4 116.9 943 e94 1024 763 826 $94 91.9 740 73.3 894 84.1 7J0 66A SM 71.3 721 65.0 891 70.7 107 41A 894 67.0 701 41.3 e94 66.1 6% NM SS.9 471 N.7 6N 11.6 671 74.1 SIA 671 66.3 676 63.7 671 68.2 666 47.7 671 62.9 669 43.0 67T 48.1 Hi 36A 671 431 639 30.7 611 39.1 531 26.1 Sri 3r.9 626 96In 74.1 590 RA 62T 69.0 NO 01.4 60.6 690 53.4 6" 44.3 690 Ii.6 5D2 39.3 690 43.0 494 35.4 $90 39.6 498 29.6 590 34.7 477 26.3 690 31.6 469 22.1 690 29.8 461 101 in 49] 466 W8 421 41A 446 12.1 ]393 76.6 466 31.1 406 31.1 466 97.9 402 21.6 d66 19.7 7% 249 166 21.1 391 20.1 166 23.6 M 17.1 Ill 11.2 115 15.5 445 196 370 1111. 45.8 "1 46J 110 31.2 M1 39.3 32.7 Mt 34.1 387 296 441 70.2 m2 26.4 441 172 INS 229 441 24.9 372 19.f 441 216 363 164 441 t93 AS 14.3 441 17.8 361 120 to 76.3 378 36.8 314 30.2 3/8 71.0 I8A 734 227370 Y3.7 32!20.1 378 Y1.3 725 18.f 77e f96 n1 15.1 770 iS7 314 tId in 21.0 262 21.2 20 17.6 292 VA "0 262 163 E78 TABLE 10B Anchor Cepaclty Table (Ib1) 9xolnte 27xoomrde 3.5k Conc. Maw CMU FIftd MU PT Wood Idde ARcharCllpPatfame AnChalYpe S1EEIcoUIlre;m 1M'EtOUIUatM dIE elco Ultecon Y1EEIcoUxrlxtn tl4'EkoUxmton V4'S5 Eko ApgeOtior NIEEka UK-AWIeGallx 114. 55 E1to #10Sled Stlew (G6)Strew #1231tC1 (G5) #12 Steel Strtw (G5) Edy gm4m* n 1• - 2-0/7 1' 2-U7 31/E -1--- 2-Y2' 1' 2-Ur 2' 'mm 7 0.48" Olio' 0324' Embee•fI Ive 1314' tdl4' ivr Y' 1.114' I-V4' 1414' 1414' 1414' 1414' 7 t.3A' fa'8' Sates lore ® Mrt . / amtb a dp(RO 11 = Its 39D 411 me 1W bs 1644 m9 270.1 2110 SS41DS 141. 371 fo Ill Ill 9461l 311 m9 44100 6W gn 4AMt f1GIAVMM O.C1Sta1WN(ur Oleel)(7p LR0.2i 48DI 70D Me NIA IVA NM II/A 380 k0 NA ILIA NIA IUA I#A W2mf Mlb. 112015e -�112D 4AMWS EIAIn.O.C./ 216 102. MI 760Wf 6001b1 15M to 1eWlbf 640ma 6W Me NA 71010s 74/Af 8%Po6 iS921te 6/210s 885a 1E6 N 3AmhmsQG.6/'M.O.C./U.Minto.f07Almi. .4) NA IUA IIA IYA NA IUA _ IUA NA IUA NIA IUA IUA IUA IUA %Oft t Amtofl FCIP(RD. 4106.6 105Df 225 •/ M910n 922 to 135•s 14D Ise 177 ms 970106 1871tn 3321Oe 4731D3 1TOIM 221 to 2MI Ios 2 Aectds 1.1E Min O.CJF D. 2401M 3:0b WA IUA IIA ft/A 100 M6 NA fUA f1A IUA WA 94110s 442 Ns SW xe ANCHOR CAPACITY ADJUSTMENT FORMULA: (DF;,,) X ( ANCHOR CAP.,-,- _ ANCHOR CAP.,,, `MULLION CAP.,„„ \ / USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER 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. the Plorida FIGURE 1: FIGURE 2: TABLE NOTES: 1.250" _.f��''��6 • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 111111111 ade Pro Crn- ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • • \\11111I// FIGURE 3: 2),INM�i TBRPQ.A170N: ETIJEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\\��ONY L NM/�(li��/ ANGLE • • 3) U,y�I A ��,�•yILL R PS ��L,,�,,•�•'N ARE NOT 70 SCALE. FOR EXACT DIMENSIONS, SEE 3250' \ Y�,•'• \,1GENSF FP CLIP MUST • • SETS23L'ESO fD� ED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ �. •: '.• ya4 BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. _ No. 50705 _ IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 8: • • • • GRO -FILLED CONCRETE B OCK NIT�(`.CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL 624' • • • BE P E*rR,�•6fTED Y �v S� 1T7ERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE _L STATE OF • • 60f33�BE O, MINIMUM'IF .100' HICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND FC ORlOP' • • • • .046" THICK (I&GAUGEO STRYCTURArSTEEL TO BE AT LEAST .125" THICK AND A36. ALL ' �S • • • • �G� • • • • • • • • ANCLLI 6 N 2 ANCHORS MWAL INTO WLf EXTE M NID 0, STEEL,LEAST 3 SCREW 8 9 S. OR 4R0 THREADS BEYOND THE MATERIAL. 1'25' X 3.25' 624" N A. LYNW 114111 P.E. FL P.E.# 587D5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A Mullion Capacity Table 4bsfie) Opening 1RIdb1(for worticellasp6min0 mllfolls) orOpening Nelght (arrhon2ortelispenrtng indoors) 61h 601. 701n ION INit too I. 12D In 1140 in ISO in 125 x 314 x.424 f K"dw Lo.Ohg T"I"rda1 Leadig RKtaagex Loafing Tr.P7Tdaro. Loadap Redrider l0adfng TraP?dang. 1.+4Ng Reclagulal Lo.dro troOrd rnp. Uadng Rectan9dx Lading TISP/rdano. Leading ReclagNx Ladino Trar/Tri.ro. Lading Rectangular Loadi,g TrelJrd.ng. lading R.cr.ngd., lading D.p'Tnnt9. leafing RxUtgdar Lodnp T,.PRdxp. louring Ahlm.T14b1'$., �� •$ '�., $'$.. §' •$.. $ '$_'$s_3'•q_ �• 24 u c; g `�' $ �'�fr .$ .• .$ � .au^$.g. a ,y.Non 9�a3421. 174.0 621 170.0 435 170.0 744 17d.4 470 170.0 IN f70.0 606 170.0 092 170.0 619 110.0 1116 IT00 621 170.0 1240 170.0 621 IMO 1488 1700 Of 36 170.0 52f 110.0 1983 170.0 521 411n 110.6 706 170.0 SU 179.0 850 170.0 6N 170.0 NS 170.0 630170.0 11"170.0 661 1700 1276 170.0 071 110.0 1417 170.0 NO 1700 1700 170.0 6eO 83 T1713 170A 680 110.0 2297 170.0 6N64.6261n 170.0 14Y 176.0 6o Ina N6 170.0 631 two U46 170.0 684 170.6 1196 170.0 723 1700 1346 170.0 741 110.0 14N 170.0 766 110.0 1793 110.0 756 92 170.0 756 t70A 2391 1Too /66 64In 170.0 791 178.0 612 174.4 !66 170.0 59t 110.0 1116 170.0 764 171A 1279 I)D.0N3 not 1414 170.0 837 170.0 1694 170.0 856 170A 1913 170.0 861 31 1700 961 1602 2403 170.0 861 60n 116.0IN110.0 101170.0 1063 110.0 197 170.0 1242 17LO 878 110.4 1417 170.0 944 110.0 1594 ITOO 996 170.0 1771 110.0 1033 170.0 2125 VO.0 1063 163 170.0 1063 129.8 2163 170.0 1043 ol. 170.0 WO fide 146 VIA file 1".0 860 INS 1302 170.0 NO VIA 14U 170.0 1016 1700 1673 1rOc JOYS 176.9 IN9 170.0 1122 1569 2060 1TO.0 1169 SO 170.0 1171 117.1 2060 110.0 117166n 110.0 art ITILD iH 171.0 If8! 170.0 903 170.0 136L 174.0 1002 170.0 Is" 170.0 lead 1100 1163 170.0 1166 170A 19/8 inch INN 1430 1966 116.0 1276 964 170.0 1286 107.2 INS 110.0 1286 ?2 In 1863 170.0 614 170.0 1279 110.0 1601 170.0 UN 110A 1128 171.1 1700 170.0 1228 164.1 1734 170.0 1316 138J Irm 169.8 1386 1156 V34 166.9 1364 99.1 1734 160.4 1352 85.7 1734 160.2 1352 74n 1122 170.0 937 /74A full 170.0 11N 160.6 I668 r/0.0 t201 UTA 1656 1652 UN 131A 1650 161.6 1266 IVA 1654 141.3 1261 00.3 1S66 INN 1229 S1.2 MSG 122.3 1219 13.7 1556 121.2 1216 if 76n 1161 178.0 N7 179.1 1381 170.0 11N Idea tiff 159.3 1246 136A 1477 152.0 1224 121.2 1417 139.1 1206 109.1 1477 1296 1191 909 1471 IU.9 Ilea 11.1 1171 JIGS 1168 66.2 1477 09.3 1164 Nin 1110 146.6 N6 IISA Me IVA 96/ 101.6 fire 107.9 961 11.1 11U 94.1 936 78.9 1110 97.6 922 I7.0 MO 907 910 692 1110 713 091 50.1 1110 55.6 818 44.4 1110 62.7 870 Nin f 175 120.3 012 17.6 !76 101.6 IN NA IN 88.3 N2 73.2 976 70.6 SH 66.0 916 11.2 $17 SS.6 9/6 65A N7 40.8 975 67.4 769 41.6 976 62.3 776 36,6 976 49.3 767 Idol. 171 N.0 696 61.6 7/1 70.7 606 68.7 711 11.3 6/4 61A 771 N.3 6N 45.7 IIIk11.O 665 41.1 111 44.9, PI 11.3 111 389 .2 19.4 111 35.0 621 25.7 171 22.4111In ISO 77.3 Ni 63A 730 65.0 6N 64.1 730 66.3 N0 471 730 401 631 42.1 730 622 37.9 730 41-l' 614 31.6 T301201n 636 $1.0 669 49.9 N4 51.2 5N 42.8 624 44.3 N2 31.6 624 1l.2 N4 113 624 637 30.0 624 32.1631 250 62J T77 6191441n 347 433 3SA 440 26.2 433 29A 3N 24.6 433 26.4 390 21.7 433 "A US 193 433 381 17.3 433 10.2 376 TABLE 11B AnchorCapaclty Tabls(lba) SMIAKe 2.71rCencrate 36k OOM. Ho1Dw LT1U FOWCMU PT Woeo Iddd ARChorCgp Pltteins Am � 9118'Elrou4ram 14'Eko UplxOn 916' EICO Una D!16'EIcO Uaracm 114'Eko SS Eke e(3xor Q/ib' Ekg fl&'+cn, V4' SS Elco 4" SS E10r 81D Sled Screw (C>b) 012 Steei Screw (C5) dt29fee1 Screw (G5) Edge 0lumme 44 1' 2-Vr 1' 2-17r S-7Po' 1' 2-112, 1• r 3118' r OAS' 0.54, 0.324' FAIMOIIW rdl4' "4' 1SI4' "46' 21 1-f14' 1-UP 1.1/4• -114- 1.114- 2' 1-SB' 13'8' tales 2Anctgn O a .G ! SIallOaa a pP P70 1)' 900 M AO 1113 IOa 1 p4 270A! 2BD ke 35/ 1Ds 424177 110s 6841te gJ61N 3411N 1421N 580 an 4 AMIM 01.Or Mh O.C. / SDI AM pr 018d)OLP tlg. 21 45D IDS 7001N WIN IVA IIIA IIIA 3001DS WA IIIA IUA IUA 6021D3 B55105 1120Ro AecMn QS'Mln. 0.C.l 2t6A C ! 7601n 760 a0 680 Min 1550 ga i6o8 a>s fit01N 500ros HIA 4103 BOO IN 18o2 k0 N2103 685100 1123 I08 IArkOga O.Sr Mn. O.O. IU�P, OIto.100'AAen ft 41 IUA IUA NN WA NIA HM IUA HIA IUA IUA IUA IIIA IVA12671D5I AmIw1FC*4'4p. 6) tOaa Ice" 225 ar 445It, 022 arc 136a» 1401b 17701s 71Ds 3321h3170 2211N�0115a N 1.16' MIn. O.C7F 2N 11s 3501x IIIA IUA tUA HIA 79010o IIIA NIA IVA IIIA 3111D3 44211rs 55006 ANCHOR CAPACITY ADJUSTMtNI I•UNMULA: (DP) X / ANCH „ _ANCHOR CAP.- \ MULLION CAP.,,,,,,,,.,• / USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR 'CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. O H 1.250' ncal3®KV NO FIGURE 1: 1: FIGURE 2: TABLE NOTES: lLC Ily • . 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION I. a Pro Uc Control ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \111111 I I I 1 !!!1 •• ••• • • • • • •• • 2)ILINNAR4NTNRPNLA7hONBEI VEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,2,0 • • "' • • •.. �(F �� f FIGURE 3: • ��61•1��,,, •• • • • • •''oc ENSF •.•� ANGLE • • •J U I I A I&L$A IPSSI OWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.94• 7f CLIP E • • g1S EE $ 23. S O D I DIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 7t No. 58705 BE USED SHOWN SHEETS 21.23. IG S SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ ' IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND �'O •' t .'L2 i5 ;� w� GROUT-FILLEA(O �CRETE BBJOCK��111N��_IT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL S ATE O FIGURE 4: FIGURE 5: FIGURE 8: • • • • • BE PSSURE=TREATED VEt1lN fI-IERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 624• '•U,C '•., FCOR10(••,•' • • 6083- O,yll BEp. INIMUM F .100' HICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND -1 i�s• •' • • � • • • • • • • • .0t65" THICK (I*GAUGr* STRIeICTURAIS STEEL TO BE AT LEAST .125• THICK AND AW. ALL �71"I'llSIONn�- � • • • ANCHOR361N11B MNTAL SHAW *XTEND4AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I I I 0 • • • • 8t0 & m1INCHORS INTO WOOD MA1`BE STEEL, 18-8 S.S. OR 410 S.S. 1.25• X 3.94• X.624' A. LYNN MILLER, P.E. MULLION FL P.E.4156705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A MMIIIonCapacity Table bafle Opening VYldith (forler2cal"pennlrg mtlilons) orOpening Height (for hDrizontelry-sparring millions) Be In so In 701n MIn DOI. 100 in 1201. 1401n login 21t4X.25 ReN•tpAx lAaft he0/I6a19. Leading ReCrylly Loading Trap/rMang. Luang Raetnglear ladip TnprMang• Luang ReetettpYr Loading 7hp/m.ng. Luang Rmhnitler I Luang TIWTew4 Loading Ractano Luang ThplTaang. Loading Rachngulx Loading Tnp niwg7 Loading Reehngd.r Loading Traprtdeng. Loading RwfmgDlx Luang ltapmng. Loading Tills MMI2on s 4210 1170.0 M0 170.0 M 170.0 7M 170.6 418 170.0 888 170.0 NO 171.0 992 170.0 010 170.9 1110 170.0 021 170.0 1240 1170.0 521 170.0 Meat 170.0 521 170.0 1735 170.0 521 170.0 1os3 170.0 521 401. 170A 701 170.0 524 170.0 M9 IMO 5os 170.0 $92 IMO 630 170.0 1133 170.0 661 V0.0 1275 170.0 677 170.0 1417 170.0 600 170.0 1700 70. 10 Soo 170.0 1M3 170.0 ON 170.0 2267 170.0 680 60.020M 170.0 747 IMO M3 1 I= ego 170.0 ost 170.0 100 170.0 004 170.0 11% 170.0 723 170.0 t345 170.0 747 170.0 1404 �.170.0 756 170.0 1793 170.0 Too 170.0 2092 170.0 756 170.0 2391 170.0 766 641. 170.0 707 170.g 812 170.0 ON 170.0 001 170.0 1118 170.0 764 170.0 t276 170.0 aw t70.a ti14 i70.0 w7 170.0 tos! 170.0 Me 170.0 1913 170.0 osi 170.0 nJ1 170.0 osi 1700 2650 170.0 os1 80In 170A SM t70.0 701 1702 t0os 170.0 T97 17OLD 1240 170.0 878 170.0 1417 170.0 9" 170.0 t594 170.0 990 110.0 1771 1170.0 1033 170.0 2125 170.0 1053 170.0 2470 170.0 toes 100.8r "0.0 1053 031n 170A 9M 170A 745 170A Ilia 170.0 $50 17OX 13M 170A 00 170.0 14011 t70.0 1015 170.0 1673 170.0 1070 170.0 1969 170.0 1122 170.0 2231 170.0 1160 166.7 2553 170.0 1171 1459 t70.O 1171 861n 170.0 974 170.0 7M 170.0 11 0 170.0 90 170A 1364 170.0 I= 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1949 170.0 12f0 170.0 23M 170.0 1275 16t.e 2437 170.0 1288 132.9 170.0 1246 721. 170.0 tow 170.0 e78 170.0 12M 170.0 1009 170.0 NM 170.0 1129 170.0 1700 110.0 1228 170.0 tots 170.0 1316 170.0 V26 170.0 1387 146.E 21a4 170.0 140 124.E 2184 170.D 1529 109.2 170.0 15M S 74IS t70.0 1122 170.0 037 170.0 1348 1700 1060r74.0 1570 170.0 1209 170.0 1704 170.0 1322 165.1 1960 170.0 1421 148.0 1960 170.0 1505 123.8 1960 101.E 1me 100.1 19" 161.0 1535 92.0 152.7 1531 76M 170.0 1151 170.0 M7 170.0 138/ 170.0 ilia 1611 170.0 1250 170.0 1642 170.0 ISM 152.7 1861 170.0 1474 137.4 1881 163.1 1500 114.5 1M1 147.3 1473 98.2 ISSI 139.8 1459 $5.0 137.6 1464 gain 170.0 I= 170.0 t144 149.1 1318 158.0 1219 1393 1300 1198 111.1 1395 121.3 1179 914 1398 110.2 1162 99.5 1Mo 101.0 1147 74.5 13M 81.6 1122 63.0 1398 52.7 1105 55.9 76.9 IM6 MIn 147.4 t229 151.6 10M 122.9 1220 I27.4 1010 1229 Iti.2 lost 9Z. 1229 96A t044 $1.9 t229 80.8 1020 7S7 1220 82.4 Ole 61.4 1220 72.2 093 62.7 1229 65.9 077 46A 1220 92.1 067 108 M t03.6 071 105.4 S77 06.3 971 It" e92 971 77.2 549 M.7 971 684 6S7 57.5 971 61.8 42B 61.8 971 56.5 815 43.1 971 49.0 706 37.0 971 44.0 7M 32A 971 40.0 771 111In eS.4 819 tl.S w2 78.6 819 aL9 ai! elf 70.9 808 9 MA 704 830 019 60.7 784 47.7 9n9 61.8 774 39.7 910 44.8 760 3/.1 019 10.2 742 i9.e 9f0 37.1 7J2 120M 70.0 7M 7Qa 71a 02.0 7M 64.5 705 63.! iM 55.8 M5 47.2 7M M.4 8M 41.9 7M 44.4 671 37,7 786 40.5 688 JI.S 7M slag 053 27.0 768 slag Mt 23.8 7M 2e.4 wi 144b q] 618 442 801 3a.4 518 57.0 4os 31.2 640 3fA Ot 27.7 618 .2 4os 24.3 648 26.e 479 21.9 618 22.0 !N 19.2 648 W.6 /81 15.6 6/8 17.2 4os 13.7 5/8 15.6 419 TART P 47R AnchorCe achy Table(lba Butskals, 2.7k ODM" ask Cont. I Hobos C6IU FEW C1AU PT Wwd I.Iela AnehorCtlpPatterns 3'1SFI[oUllntm 114'EkoUa•t0n N16'to Q Ulditon &iBEIroUNtxn VrEkoUlllacon 114- SS Ek AgWeOlta WS- Eko UAMCM 114' SS Elco Aggre6at% M CI Steel SCR (G5)St-t35) M12SIMI N19 Steel 5CIMP5) Edge OstandeOM 1^ 2-VT 1' 241T 3-1/61 1' 24W 1' 2-1/2' T 3.1/8" T 0.46' 054' 0.324' EnbMenift IV4' 144' M4' 14r r 1AW I-Vr 1414' love• M/4- Vim, T 1318' iwr Pales 2 Anchors 0 4.71T Met O.C. I Standard WOOnat Cap (Flo V12) 3001M 3901A 45D1bs 090 be 1644 IDS 270Ins 2001DS 354IDS 7401be $741DS 661Iba M46IDS 341 lbs 4429A %01A 4Anthaa02.83-Ul&O.C.ISUrtMrd 0t6U)Cepgig 8) 740In 740b 63D arts 14051A 1424 aq N/A 50Db NM WSW. II/A e811h IUA 61121bs AM It. 112D IDS 9Archxe 01.71' Mh O.C. I Stn0u9 Br C (Flo . 4 M5 a5 w 7osro3 19461ea ILIA 11/A 7061n NIA 7991ts II/A IUA II1A 10221DS 132710E 16M •S 4Arthmo3'MIn.O.C./(2a5Alete 1 D51 MISS 7 68D IDS 15624 iW61w 5wto NIA 76DIDe 748 IDS 6001DS 18021DS 65 IDS 8851A 112)Re eAntIpR@ r Uln, O.C. I(!)2e5A1n2k Ie1g. 117016 117010s I=IDS 230.E 26M Ibs 6 640d NIA 11401ts 11221DS 13201DS 263E to$ 1022ft 1327 WB i6w IDS 3AMbOM C 1.Sr MIn. O.C.I U-Cip,Mo.120'Akn. ft n NIA IPA IUA IUA IIM MIA WA IUA IUA IIIA IVA IIrA NIA IUA 0131 OAMhM 00.64" Mkt. O.C. IU , Into. 12V Alan. ffq. 81 NIA IUA NIA ;,LA ;!LA NM1 WA NIA WA 11/A IUA IUA NIA IUA 21 IDS 2Anchm 026r MIA O.CJ FC9p gig 0) 370IDS 37D IDe SM Iha 7431• 712 as NIA 280M NU1 3l9101 N/A 10 aA NIA 3/11bs 4421oe 6w Me 9Arctr4a 1.71'MIn.O C/F42 .1 Us IDS 625 Me 37g IM NS E6 HtA NIA 353os t1lA 3gBID3 - NIA IUA IUA 6111Ds 1 %4AB 1 840 IDS NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) `MX(ANCHORCAP. ,,,,,,,",\_ANCHOR CAP._ ULLION 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: FIGURE 2: FIGURE 3: FIGURE 4: 2.D00" 1•r•I Dede PreduU Control 1 • • • • • • TABLE NOTES: 1 J (I 1 n I I) I l7 • • i) SEE SHEET, l:Olj, RU TIO SON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR �� N GENERAL INBTAlLA71MEiO�S. • • • • ••' " • • • • • • • • • • • '� tCENSF •., FIGURE 5: FIGURE 8: 2) LINEAR IN'11fRPOLAiNN BETVyEE M L MS• D/OR OPENING WIDTHS IS ALLOWABLE P ' %t7 • • • • • • • • • • a.aDo• = 7+ � No. 58705 _ 3) MULLIOMD Mild; CLII•tJGH04eN ARD NC; Tar. WlLE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN 25D^ THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE • • LOCATIONS. '•, r �'I S' : W LATE O- ((/� FIGURE 7: FIGURE 6: FIGURES: FIGURE 10: ANGLE CLIP 4) SUB 7RATES CONCRETGSHALLCQl1(�ORM Tpp 1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT ��T�'•., F(OR(pP,•'• G\�� • • • [-p M (FIGURES 586) (CMU) HALL CO ORM TCe43TM 490, UIOOD SH � BE��LSSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.MUST BE USED ALl1Ml HAIL A BE 6QQ63-161U10 BEM MINIMUM F .125" HICK. STEEL STUDS TO BEA MINIMt1M GRADE 3.9 AND.045' THICK (16 2'X 4^X.25' MULLION %'IN PAIRS. GAUGE).SjRUC ALS`TEEL l�t BC AT LEAST .12i^ THICKOANO A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ,THREADS SEYOND THE MATE L. Ala S 812 ANCHORS IN6(bW000 MAY BE STEEL. 18.8 S.S. OR410 S.S.A.LYNNMILLER, P.E. • • FL P.Eii 56705 • • • • • • • • • • TABLE 13A fty fpwMpl ,'T1R10w,r1T.�.Ak' 11[I)11d. IrIBHt* rIowritevvatrft muwa) Win so In 70In soh 901n Igo In 1201n 140fn 10bk1 . W :xb8 R•cknow •318 L• 1WTftV. LOadN Red ngdw L-O&V TMPTd r18. Lading Recl-ow Leedng MwTdmv' LoadN Redmodm (mdn9 Ttap/9(eng. Lwdn9 Reclan dm Lmd11g T•p/Meng. Lowing Reclang*' Ladng Tep/Tdeng. Loading Recteng/I" Lowing T.VTfl.ng. Lowing Raloogdar Ladng Tnp/Meng. Lacing lerp)olm loading Ttep/llmp. L0•dog Anti- Tvk 4210 170.0 620 170.0 *5 I"Al 744 170.01 478 170.0 6N 170.0 608 170.0 992 170.0 $10 170.0 1110 170.0 621 170.0 1240 170.0 621 110.0 14N 170.0 524 170.0 1735 170.0 621 170.0 1063 48In 170.0 7N 170.0 524 170.0 8N 170.0 5N 170.0 002 170.0 630 170.0 1133 170.0 N1 170.0 1275 170.0 871 170.0 1417 170.0 6N 170.0 17DO 170.0 080 170.0 1953 170.0 ON 170.0 2267 170.0 NO MAU In 170.0 747 171.0 503 170A age 170.0 031 1".0 1018 170.0 $64 V0.0 1193 170.0 723 170.01 1345 170.0 747 1170.011494 1170.0 750 170.0 1703 170.0 7N 170.0 2092 170.0 756 110.0 2391 170.0 756 54In 170.0 707 170.0 812 170.0 258 170.0 N1 170.0 1118 170.0 754 170.0 1275 170.8 9M t70.6 1434 1700 937 170.0 1594 170.0 $58 170.0 1913 170.0 851 110.0 2231 170.0 Ml 170.0 2550 170.0 N1 N81 170.0 865 170.0 701 t70.0 INS 170.0 797 170.0 1240 170.0 078 170.0 14IT 170.0 044 170.0 1594 170.0 198 170.0 1771 .170.0 1033 170.0 2125 170.0 1003 170.0 2470 170.0 10N 170.0 U33 170.0 1083 N b 170.0 030 170.0 745 170A 1116 170.0 850 1700 13M 170.0 NO 170.0 i{N 17QO 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2975 170.0 1171 f Nh 170.0 974 170.0 789 170.0 1169 170.0 003 170.0 13H 170.0 1002 170.0 1655 17QO 1ON 170.0 1753 170.0 1155 170.0 1N8 170.0 1210 170.0 23M 1".0 1275 170.0 2727 170.0 1280 170.0 3117 170.0 1285 170.0 10N 170.g 878 i70.0 1276 170.0 ION 170.0 MN 110.0 1126 170.0 1700 170.0 1228 170.0 1911 17Q0 1315 170.0 2125 t70.0 087 170.0 2550 170.0 118f! 170.0 2075 170.0 1529 17Q0 3400 1I0.0 Ism 170.0 1122 170.0 07 170.0 134 170.0 IM 170.0 1570 170.0 12DO 170.0 1790 170.0 1322 170.0 2010 170.0 1421 170.0 2243 170A 15" 170.0 2082 170.0 162g 170.0 3140 170.0 1ON 170.0 35N 170.0 1705 17Q0 1161 170.0 W 170.0 1301 170.4 1110 170.0 1611 170.0 1260 170.0 1842t2l"4. 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2703 170.0 1700 170.0 3223 170.0 1777 170.0 3093 17D.0 1795 17Q0 13M 17Q9 1144 170.0 15N 170.0 13211 170.0 180 170.0 1496 170D 2125 170.0 Min 170.0 1713 170.0 2656 170.0 11110 170.0 3188 170.0 2125 150.0 U13 170.0 U73 130.5 303 170.0 2WI E70 170.0 1417 170.0 I232 170.0 1700 VGA 14M 170.0 19W 170.0 Ion 170.0 22N17Q0 16N 170.0 1/N 1T0.0 1915 1M.0 /N7 170.0 2231 170.0 1870 170A 25508170.0 WN 170.0 HN 170.0 19N 1! 1700 170.0 2203 170.0 193249170t0 1771 00.0 15N 170.0 2126 170.0 189 1N4 2252 1500 1001 84120.1 10N 120.6 1445 iN.3 15N 1N.1 1425 89.4 i5N 91A 1407 70,2 15N80 09.5 I351 72A 17TJ 62.8 I501 65.7 1356 52.1 1564 56.0 1J30 44.7 ISN 40.2 1305 39.1 1584 M.{ 1287 TABLE 13B g _ lel• "'''" """ "" w"CMU Flied CLIU PT Wood Metal Arc4•fTyptr 3118' Ell llkee0n t7r EYs d IV FJa Wwon Y16' Eko W9aeon I11' Eko Ultr•ean 1/4' 8S Eko AggreOetar 5/IC Eloo Unnwm 1/4- SS Ekc A9greGetd 910 SteN Samr(L35) 912 Steel 59r 05) 312 Sled Suety 105) r 2.17 11 3-95 1' 2.112' r 2.12' 2• 1118' 2' 0.40- 0.54- 0.324' 4,........ •••M•sl 14W' 1.31r 1-3w 14W' 7 1-114' 1-1W' 1-1/r i-1W 1miM 1-1W' 2• 1-3/r 19ww .6. 2Anohme 4.78 Min. O.Q I S1oWNI or 3Wbe NO•e 450fbb Bg$be 1844 la 270 ke 2N•e 354lbe 740 be 37411a 6641be MB lb. 341 me 4421be 6Wlbs 4 _,. .. 4N'MIL O. 191rdtd OI•• .3 7N Re 7N Me 0001be 17N Ibe 3232m 5101W SN Ibe 709 Me /4N Ibe 7481be 12721be 1892lb, 682 lb6 98511• 11201be • - L 11N Me 1400lbe /010 be , SirR-- WA WA "aft WA I06516e WA WA WA 1383 be 17701a 22401a 4 Aacbm 0 r MIL O.Q/ W 20 Angle CEO I(Flg. R IN IN 760•e SOD Me 15001be low be 5W•e 5N me WA 70D We 748 lbe uolbs 18921a 6621a N51be 1120 Ibe 0 Anonae Y MIL O.C. I(?) 2[O Angle ClIpe I ft. 6): 15N W 15N be Iml V. 3I20 i6e J79! be tON •e 112D la WA 1520lbe 1490 fa 17N Ibe 3784 la 1303 On 17701be 2240 lb- ft Anchm 1& N. O.C.1(7)20 Angle ap I (Flp. 7): 1BN Fee 2100 be 1440 Poe 3700 ft WA N/A 13201. WA 1500lbe WA WA WA 2045 be 26M be 33501be 4 Anch•e 01.3r On. O.Q I UOV, bb .12V Aka. (Pop. 8} WA WA WA WA WA N01 WA WA WA WA WA WA WA NIA 1430 be 0 Amb•e 0 W Mb. O.Q I UCIIA 6116.125• Alum. (FIG. 97 WA WA WA WA WA ILll1 WA WA WA N/A N/A NIA WA N/A 2851 la 2 Amhm 0 4.W M91. O.CJ F-Clp (Fla. 1 390 •e 390 •e 4S0•e NO ke 1614 be 2101be 2N Ia T. 740Ia 3741be 0301be 946 is 3411a 4.1216e .1. 4 An01gle I.TI'Mb.O.OJF .11 60061 1 100 oat 05 be 5 1200Ibe WA NM 4TO It. I WA 1 5331be I WA I WA WA 082lbe N510a 1720 be NOTE: FOR THE OFFSET CLIP, USE THE ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TOM 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 DE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1--2.000-1 F1011AE 1: FIGURE 2: FIGURE 3: tIOURE k 1 FIGLME 8: FIGURE & FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON L • • • • • • •• • • • LOADING. SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS. • f�NF iM 7EtIPOLATIChfBETWEENMULLLENGTHSAj fORO/ lI�1t3WIDTHBISALLQlA1A9LE �a . • • • p • •3) yU1.1j11t4kND OL&LION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS Z7ri : 140. 58705 = 2•-23. •IOLIS TQpE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON �- FIGURE 5: FIGURE 8: --d" CURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE .Q • • I IS JI • • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FILLEO 1� 5'tATE OF • • • •(FIGUR§6 • C(a(4CRETFj Q�CK U IT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED �iC� '' •. FLORIOP: •' ij�: • • • • • • •• • •• 5 - 7) • YFiLOW 601 THERM IME WITH AN SG OF 0.66. ALUMINUM SHALL BE fi063-T5 AND BE A MINIMUM OF .125' �, Fis �• ��\J • • : MUST Bi • • 4FHICK. STEE► STUD$•TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO • • • • • • !• •• USOD 4• • PAIRS • • BE AT9.EASI•.125- TWCK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW '` 2'3L B'X.26' N A. LYNN MILLER, P.E. • • JT&EADS B @ •OND 9 87MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 6.3. OR 410 SS. M L FL P.E.k 58705 ••• • • • • ••• • ••• • •• • • • •• •• TARI F 1dA Mullion Capacity Table Ib67R'I Opening Width (forveAic6ly-speMrg m1111ons) or Opening Height (tor hod z Mely-spaMrlg mtlllon6) 50 in 0011 TO in so in 901n 100 in 1201. 1401n 1601n 126' x 2.11' R4o1••Uer Looting T1a4NT6ap. Looting Ro0tai014tl Looting TrDpIT11➢ng. Coating Reolon9ulDr Loading Tro0/TOang. Ling Raef➢ngt6or Loadk47 TplYfr•Itp. Loading R4oten9ulu Loft Tro{N711ong. Coating ReOtargular Loedn9 T1apTdan9. 1001n0 Rectangular Loadre Trap/Trlarg. Loadln9 ReclarOUar Laadng neprdeng. Lmdno ReUsngUar LoadY19 TnplT4ang- Lwting xe M Tube Tube Mull � S 5 1 � i I� 421. W21 S28 1 167.0 428 12012 826 1480 419 1010 SM 138.9 414 001 628 IM4.61 411 SOt We 134.1 411 721 528 134.1 411 60.1 526 134.1 411 $1.5 525 134.1 411 461 526 134.1 411 100.0 333 8a5 4W 94.7 We Me 400 80.4 320 4a4 403 81.4 317 63.7 403 79.1 316 4" 403 76.6 314 40.3 403 78.6 314 34.5 401 70.6 314 30.2 403 79.4 314 91.0 301 age 392 70.3 294 SIB 382 71.9 299 61.6 W2 87.2 288 457 382 64.0 294 41.2 382 63.6 283 34.3 382 63.6 283 29.4 362 835 283 25.7 382 63.6 283 L 74.1 297 See 318 642 201 48.5 310 U.1 258 424 3/8 53.5 253 37.7 310 60.6 260 33.9 318E49.52:49 20.3 MS 49.1 246 24.2 319 491 248 21.2 3t8 49.1 240 63.1 2/0 41.2 258 45.7 214 35.3 2S0 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24. 2268 20.6 255 32.2 201 17.7 258 322 201 15.5 250 322 201 4aB 200 33.8 Zi4 39.1 105 3aE 234 31.7 192 267 23/ 31.6 180 237 234 28.4 188 21.4 734 17.8 234 28.8 183 15.3 230 2e5 183 13.4 234 165 183 1.137.2 30.4 183 31.0 213 337 179 2&6 213 20.8 178 n2 213 21.0 173 2Q8 213 25.1 170 1B.B 213 15.5 213 22.2 187 13.3 213 220 100 11.8 213 22.0 100 30.1 165 23.• 178 28.0 182 Za1 11D 22.6 149 17.9 179 20.3 U7 1E9 179 18.T 148 25A 1w 203 151 21A 137 17.4 161 19.0 135 10.2 11.1 11. 133 236 133 10.8 1 162 10.0 1 /31 10.1 162 77.6 128 AnchorCapacity Table bt S11101 27k Cetxleta 3.6k Carx. mom CMU FIWCL4U PTWOW IAds AncharCep P•thm• Archon lype &i6'Ek0 U91acan 1N'EI[011016ed1 6/16'Eko UII�m 3/16'Ex0U0iatdl t11'EkOlSlretal 1/d'SS Eko AgaeOala 5716-Eko Ullr4tm 1/4-SS F.ko A9greGa<or N10SIetl Sc mw (Gb)8crew(05) N72 SIeEl N12 Sled at"((35) E C19axe(118 1^ 2.1lC 1' 2-1lC 8-t18' 1^ 2-t/2' t• 2-12' 2' 3•UC z O.dO' 0.51• _ 0.321' GObeanent 1d1' 14k4' 1 1 1J/4' 2• 1-1N' 1.9P 1•t/1' f-U4' 1-1/1' I-1N' 7 _ 1-3'8' 13r8" -10 4 Arx110rt 8' MM. O.C. l 2t6 N / 1 76010t 7B0 xN 6801Is 1660 Ds 10D8 Dt tip 106 660 it WA 760 b4 74B Ds l60 D3 1892168 lB2 Ds 885 Ds 1 Ile ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. q) gUBSiFi{1TE$"N ET SHj,L CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONORETE BLOCIWN U R l dbNFtRM VMSTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINT WIT)I�AN G OF �5. UMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125- THICK. STEEL SAM 140 Bf A WINIWU"DE AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEASi.12P T I,�,,,y8,,�,•,OAA AL! ANCHORSANTO F4TAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIA�. #1D & It12IIIINCHORS IN►0 WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. • ••• • • •• •• • • ••• • • • •• •• • ••• • (DP-) X ( ANCHOR CAP.,.-,,,„\ _ANCHOR CAP.- `MULLION CAP.,,,.,,,, USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 4-1.266"- I 2.116" L�.125' 1.28' X 2.11' X .125' MULLION (INTEGRAL FIN MULLION) `�•,`NOtvI �:,nr M�� i�� \ P r.•' LICENSE'•. �(cr ': No.58705 61. O . %�O�['�. S A�F� A. LYNN MILLER. P.E. FL P.E.p 587D5 TARLF 15A TABLE 1FR An horCai3acity Tabl9 Ib9 treta 2.7k CM(do 3.0 Cane. 1b19w CMU I Filed CMU PT Wood Meld AnchorCNpPatlem• Antburyp. Y10EIo9Ullnaa9 1M'EkoUketan SMB' Eko U9eoon Y10'EkoUlracon 1/4"EkoUlbeson 1N" SS Eko A99n0ator LIB' Eka Utnton 1H' SS Eko Agol.GEk d10 31etl Stmv((35) 912 Steel S.—(W) 4128teel se —(as) Edp olstmop( rfii. ir 1' 2-1r2' 3.110' 1' 2-1/2' 1' 24W 2• 31/9• 2- 0.49' our 0324' 6mbe•eaN I-Wr/4' 1. W 1-YY r 1. /4' 1-1/4' 1-t/4' 1.1/4" 149' i-1/4' 2' 1,Vr 1-Y8' lames 2 Anelsn Q S-RO&O.C/(2)2t0AryM Capf/QI9.1. 9a me 1 Ibt he 17 Ibe [be Ibe 7 740 be 3741be 7201bs 946 Ibs 3411bs 4421be 5e010s 4 An10h•908 VUm O.G/R)218Angle Oros I(Fl9. 21 1609r10s i110Ds 1870 Ms 2825Ihe 5/0 Ws 580Ibe WA 112010e 1491be e001ba 1892lbs 0821W W5lb. 1120ks 0 And= Q 2.71'Ma O.G/ 2R8 Nq / .3 1120 roe 1120•e 956112 2245 We 22541. WA 840lbs WA 10591bs WA I 13201bs WA 1022 lb. 13271be Is"Ms FIGURE 1: 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 2: • • • • 3) MULLION AND MULLK]jVCNPS"8W WR*NOT 90 SC&LE fOR CT DIMENSIONS, SEE SHEETS 21-23. L HOLES TO BE DRILLED IF THE FIELD OL20YIINGIDIMENSION6RJ ICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGEST€D, APPjt XMa ?E!HOOLIE LOCA::NB. • • 4) SUBSTRATES: CONCRBtE SHAhLCONFO& Tt&& 301 SIF%CIFICATIONS. HOLLOW AND GROUT -FILLED *&D FIGURE 3: • • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AST141 G80. SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 ANU .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • • LEAST A25- THICK AND A3Ba4L6ANCHCLRS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #1S& 02 ANOKC INV WOOIf dj BE STL�t,4I8-WM.4DR 410 S.S. ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. ... • • • • • � � • � : • • ••• • • • • ••• • • •• •• • • ••• • • • •• •• • ••• • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X (_A /ANCHLI ANCHOR CAP_ `ULON 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. 30' BAY MULLION wAh 1ht9 N d9 �•- t rt'• C 11111111/l" I, � N �cErN F411z No. ;18705 :10 S!()NAI. � 0 A. LYNNIMILLgA, P.E. FL P.E.# 58705 Mullion Capitally Table Ibs/Rt Opening VWdth Qar vertically spamirg mLpiorls) al Opening Haight (for hodwr/ally sparring mullions) 50in Mh 7010 go In 00In t001n 1201. 1401n 163 In 3.25" 46 R4Ctanplltr L04bN9 TnplTdtOp. L0t•ry R4d66ptlYf Lm•a9 TreO/aftllp. L-ft R4nMpuly LaWdl01 71eNidmO. L"aft Rectee•/er Lwdng Tnp/TMnO. Lowing Reclmp8• L-11no 1hp/70enp. LoedOp WUtrlpdtr Lwdng Tnpi6ttq. Loedno ftectenpul• Loedap hapTierlO. LOednp Realerpdat I Lotdnp TrepTiang. Loadnp Reatan•d• Lotdnp Trt9/Ilme. Lotdnp Df?0. AL 2AY MULL 1e1N1�p�tt 1331$�� $$ rtl�pi •ytq g� 1pp 1E�.t •y�Q ��1�ep � 1 1 1 1 � � � •$fI$�•Ba�g a 42In 110.0 RD 170.0 435 171.0 7" 170.0 478 170.0 6M 170.0 50s 170.0 092 170.0 519 170.0 111S 170.0 521 170.0 1240 170.0 521 170.0 146E 174.0 521 170.0 1735 170.0 621 160.3 1971 170.0 621 481n 170.0 700 170.0 524 170.0 NO 170.0 684 176.0 992 170.0 030 170.0 1133 170.0 $81 170.0 1276 170.0 On 170A 1417 :170.0 680 163.7 1837 170.0 690 140.3 1637 170.0 680 122A 1637 170.0 080 50.025M 170.0 747 170.0 60 170A 898 170A 831 170.0 1046 170.0 6M 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 147.1 1552 170.0 756 120A 1552 170.0 768 110A 15M /10.0 756 $41. 170.0 797 170.0 612[17 NO 170.0 MI 170A 1116 170.0 764 170.0 1275 170,0 801 170.0 1431 170A t17 155.2 I465 170.0 856 120.3 HSS 170.0 M1 110.8 I455 170.0 Mt a7.0 1455 170.0 861 601. 170.0 885 1IM4 701 1003 170.0 767 170.0 1240 170.0 878 167A 1302 170.0 944 139.7 1309 170.0 9M 125.7 1300 103.5 994 104.E 1309 151.1 952 89.0 U08 157.1 982 78.8 13M 167.1 992 63h 170.0 930 170.0 745 ilia 170.0 650 MA 1247 170.0 MO 142.5 1247 1M.5 983 120.7 1247 1522 055 114.0 1247 144.3 052 95.0 1247 130.2 9M 81.4 1247 135.7 05 71.3 1247 136.7 935 {. Mh 170.0 074 170.0 76a 1169 170.0 00 10.4 H90 1617 OM 121.8 1190 N7.a 045 115.4 JIM 13BA 928 103.9 1190 123.4 914 MA 1190 119.5 890 74.2 1190 11s.1 593 64.9 1190 118.1 893 12h 101A 1010 iM.6 677 1010 144A 8M 113A 1010 127.2 812 101.0 I01a 114.7 O2A 89.8 1010 105.8 817 M.0 1010 98.9 M7 67.3 1010 00.8 795 51.7 1010 97.6 790 M.5 1010 87.7 789 p 70h 137A MI 1416 702 90a 122.0 775 00.1 ON 107.1 781 $&a 906 90.2 749 76.3 906 09.2 739 68.7 NO 62.3 729 572 905 74.7 716 49.1 106 11.2 710 42.9 108 70.8 708 a 28 78h 127.1 M1 132.5 754 105A M7 112A 730 90.0 01 MA 72S 70.4 M1 86A 713 70.6 Mt 01.0 70S 03.0 Mt 75.4 M4 53.0 M1 M.i M1 {SA 981 84.5 675 39.7 MI 83.7 872 90h 6i7 0M 85.4 574 WO 00 711 6M 5L1 M0 02A 664 $1.7 640 60.1 545 40.0 940 50.0 637 41.4 US 47.0 5Wft60 519 29.5 646 3a.2 511 23.0 610 30.6 M7 ash 6L2 SM 70.1 508 60.t SM M.1 499 48.7 558 51.4 491 42A 568 45.0 483 37.0 560 41.4 476 34.1 558 36.1 470 459 21.3 606 30.6 462 21.3 60a 20.7 447 1Mh 47.9 449 48.9 405 39A 419 4% J9t 34.2 40 35.7 W3 29.9 N9 31.7 3a7 26.0 {19 28.8 a82 23.8 449 28.1 377 389 17.1 NB 20.4 3B1 15.0 449 1L0 350 111 h44.1 425 45.0 395 SL8 45 37.0 370 31.5 425 32.6 373 27.6 AIM 29.1 307 245 425 2L2 3B2 21.1425 24.0 358 3M 16A 425 18.8 343 120h 34.9 JM 3" 331 b.1 304 20A 3m 40 364 23A 321 21.8 Sao 22.0 317 10.4 30/ 20.6 31J 17.5 384 i9.1 300 - 144 h 21.2 253 20A 233 I/./ 2S1 17.1 220 TALI C 4AQ Anchor Ca ac Tablo Ibs eb t•l. 2.7k Cwfd. 3.5k Cane. Ib60W CMU F•ed CMU PT Woad Meld AncharC6PPsttems TV 318 EirAllbt00n 1N'EkoUOecm 5h8' Eb0 Ulu.. 3116'E1aoUlkxm 1N'Eb0Ul9aom 1/4. 68 Ek0 AppnCtlar $118' Elan UOneon 114' SS Ek0 ApprtGtler N10 Sled S-05) 11281-1 SOnw(G5) N12 Bled 9c (G5) Edpe Dkt-.lh3 1• 2•Irr 1• 2-1/t• 1' 2-1/C 3-I/S' 2• 0.46• 054•0EabMm.ni a) 1JI1' iSV1' -A 7J/4• iJ/l' _3-11e• 7 1-1/4' i-V4' 1-1/4• 1.1/1'tl' • 1-1/4'2- ta1tC 1-aw males 2 AMMM06• Mh O.C.la) 2t5AryM Clips/(Fp. 13 39016t 39DIM 4M B80b0 b 270 bt 2BOIbt Ne 140 be209461E9 341105 4421b3 560lbt - 4 AwJm O Vr Min. O.C. /R)236A1•h Clas I (F10. 2) 7M to 7OD16t 79D rot 1070m 25201Ds 510 Mt sea Ns WA 11201De. 6M IW 1892IM 652 IM 60515e 1120 be OAa•W9 2T1'89rt O.G /(2)CIS! 7) 11201M 11201bt 9501De 224E Rn 225114 WA &Oita WA 1a... WA 13201as WA 10221ba 13271be I880 be FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLIQ1,•CtIPSSS4%i AR@ NOTVO SOALE•FOR WCT DIMENSIONS, SEE SHEETS 21.23, HOLES TO BE DRILLED 4H THE FIELgoLLjQ NADIIAENSIONIAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESOED, APWWXIVA FOHC:E "IORS. • •• • 4) SUBSTRATES: CONCRCrE Sm CONFOOM T04AG _}-0 S CIEEIQAMMONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS C00. �/0DO SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A30"ANCHORS INT%IJETAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Alp 6 iA2 ANCHORS IN-40 WOOD Mk BE ST%•I8-A3�. OR 410 S.S. • ••• • • • • • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • ANUmul, L:AYAI:11i AUJU51m[rvl rurcmul�: (DP_)X =ANCHORCAP.,,, , 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. k�l e�'�,.•' VICENSF '•.F'� 11C J A ' N0.58705 STATE FFF ([/ S \ , I NAB � \ A. LY�t� MILLER, P.E. FL P.E.# 58705 125' 2.000' .125' r 1' X T X .126' MULLION W63-TO ALUM. XSECTION 1.000• �►- LU-375' 25' 2,000' 1' X 2' X .376• MULLION 0003-TB ALUM. XSECTION 1-"•i r-.125• STANDARD CLIP 2,000" I 601113-TB ALUM X-SECTION I .125' 3.125'�"j THERETO I 375' .375• _ CREATE FAP. SEE I MIN. MIN. OETAM_F. SHEET I I I I I STANDARD CLIP 60e3•T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW ZV6TH0J THE DASHED BOUNDARY. SEE SHEETS 547 FOR THE ANCHOR O.C. DISTANCE. MAXIMLIM ANCHOR HOLE DIAMETER: ANG14OR DIAMETER - 1/16'. 5.500'375 .37G MIN. MIN. --............... ...L... ... -----------� I I I I I I I I 1 1 I e I I I 1 I I 1 I I I 1 1 2.125' U•CLIP I 6003-TO ALUM. �� XSECTION 126•J I E �i .740' F- F .338' MIN. (A UCLIP 9063-Te ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1/18•. TART F R VX 2.75'X.O50'MULLION 1'X 3.125' X.6'MULLION 8063-T8 ALUM. 6083T8 ALUM. X-SECTION X-SECTION 2X5 ANGLE CLIP S063-TB ALUM. 2 00 X-SECTION 125" 1.25' X 3.188' X .265' MULLION 6083-T6 ALUM. XSECTION .375' MIN. I� ---- --- 2X5 ANGLE CLIP 6063.TS ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. Mull Dimension (shears,) POT Part# Mullion Std. Clip 1011int Clip U Cllp Angle Cllp 1" X2" X.125' (5) 68805 68B113M 6661118M 666243M 666511M 1" X2" X.37W (6) 666M 666114M 6661119M 666244M 666512M 1" X2.75" X.375" (7) 80807 866115M 8881120M 866245M 866513M 4" Y•2.75" ON.65%(8). •SVW 668116M 6661121M 666246M 666514M Twz.t '(9I 68637M Seel 11eM 6861114M 666242Mz 1.i5 3. .2 •Q2) WWIM 6661117M1.2 " 2.1 X.I2&V (ft •69370 NIA NIA WA OFFSET CLIP NOTES: 6053•Te ALUM. TOPVIEW 1) HOMES'40 BE•pRILLED ICTHE FICL7, tOLLOWIIW6)1MVbNWNAL RESTRICTIONS GIVEN ON THIS SHEET. • • 2) SEE SIVETS%-20 FOR *UGQ*ESjEt, APPJ20XI JATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SO METS 4-4 FOR GENERAL 111•TALLATIONDITI-104e ••• • • • • ••• • • • • • • • • • • • 00 0 • TART F A av 25" 2.176" 1125' 1.26' X 2.11• X .125' MULLION e063-T6 ALUM. XSECTION Value (in) For Mullion, 1.625 1"X2•X.126" Aluminum Tube MulYan MA 2654 0.895 0.740 1.125 1" X2' X.376' Aluminum Tube Mullion B 2.404 0.835 0.490 1.8763.000 1'X2.75'•X0.757 .375 Aluminum1.118 TbeMullion tA 450 Min. A 1.312 1' X2.76• X Sw Aluminum Tube Mullion B 3.000 C 0.470 D 0.836 A 2.000 1' X 3.125' X .600' Alum Tube Mull 8 2.637 C 0.863 D 1.137 A 2.025 1.25• X 3.188' X.265' Alum Tube Mull B 3.282 C 0.862 D 1.762 A 1.813 1.26' X2.11" .121' Alum Tube Mull 1.YNN No. 58706 Si1r T OF `- S7E '9/0 A tV N MIUUE , P.E. FL P.E.# 58705 1.000' r--- --{ 1.000' j--. 4.000" 4.000' .125• .125" r.125 q.2375- 1'X4'X.125'� 1'X4'X.37W 1•X4X.375' MULLION MULLION 'r-MULLX)N 6063-T6 ALUM. 6081T9 ALUM. 6083-T8 ALUM. X-SECTION X-SECTION X-SECTION 1.260• 1.260" 1260' 3.94" 3.250- 3.250' .too' ADD' .100• .100' .624" .624' �•I .820" I-- --H .B20' I- -^i .820" 1- 1.25" X 325• X .100' 1.25' X 3.2W X.624• 125' X 3.94' X A24• MULLION MULLION MULLION 6005•TSALUM. 6006-T6 ALUM. 600ST6 ALUM. X-SECTION X-SECTION XSECTION 12.881' -I 1 1.377' L .126"125• _3D• 3.26045' BAY MULLK) 30' BAY MULLION 8083•78 ALUM. 8083-TB ALIN.I I XSECTION X-SECTION .228'J i►,981•-� NOTES: S �1� .228'-.981"�•i 740' • p;+ --i N-.125' �T .IIIL .125' STANDARD CLIP 2.0006063-76 ALUM. 2.125" 2.00 0'LE CLIP X-SECTION U-CUP ALUM. I1 8ALUM. TION ,12$' 125" X-SECTION NbY` L .125'j- O F� 5.500" 3.725' CUT HERE TO .375" .376" _ _ CREATE F-CLIP, SEE MIN. DETAIL F, SHEET 4 I I 1 I I I I I I I 1 I I I I 1 I I I i I I I I I i t I I I I I I I I 1 I 1 I I 1 I I I I I 1 I I I I I I CL STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16% .375' MIN. 2.250' • •• • • • • • • • OFFSET CLIP 9063-TS ALUM. • • TOPMEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ONRMIIII SHEET* 4,60 • • • • e • 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • •• • • ••• •• • • • • • •• • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS • • • • • • • • • • • • aa. . • • • % • • • ••• • •• • • •• CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16. .375" CENTER OF ANCHOR HOLE 1 MUST UE WITHIN HE DASHED F BOUNDARY. SEE HEETS 5-20 FOR 1 THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE I DIAMETER: ANCHOR DIAMETER + 1119'. U-CLIP 6063-TO ALUM. TOPVIEW TABLE C Dimeneon Value (In) For Mullion: F G 1,000 .125 Allaninum H 2.680 I 3.0DO Ttbe Mullion F 3.187 1' X 4' X G 0,767 .375' A urnlnum H 2.430 1 3.000 Tube 8 •r F 2.Z50 1.25' X3.25' G 0.760 X.1lXY Aluminum H 1.500 I 3.250 Tube Mullon TABLE D 0 ---------------------- --------------------- TABLE C, CONT. Dimension value(In) For Mullion: F G 1.938 0.500 1.25' X .25" X.524• Aluminum Tube Mullion H 1 1.438 3.250 F G 2.626 1.126 1.26' X 3.94' X.624' Aluminum Tube Mullion H 1 1.500 3.260 F 2.813 30' B Kull F 2.675I 45• BEY Mull Mull Dimension leheet 6) POT Part 0 Mullion Std. Clip Orteet Clip U-Clip I Angle Clip 1•X4-X.125-(10) 59304 605111M SMI122M SM41M 085518M V X4" X.375-(11) 66610 666112M ONI123M 688242M 066519101 1'X4"X.375"r(Ii) SM53 686112M 8601123M 668242M SSB578M 1.25- X 3.25- X.100• (13) 20WO 6661127M NOI124M SSMIOM S866115M 1.25- X325- X.024" (14) 20161 6061128M 6001125M 88W411M 86116M 1.25- X3.94- X.624- (15) 050111 TM 6NI 126M 8B4 6617M 30 Degree (19) 8 WA WA IVAS6110M 45 Doom(20) 66650 WA WA S865111M ....-I .375" �` MIN. 2X5 ANGLE CLIP 6003-T8 ALUM. TOPMEW \1111111// .\ pNV 1. YNN ``P�"��.•'�\CEASE '•(�P No.58705 - S ATE F �u: A. LYNI4IMILL6' P•E. FL P.E.B 58705 TART F F M•n Minor" f#)` _" pay, A # ' Muipon Q13. Clip U-Clip Angle Clip 2' X4' X.25"(16) �II�N11•I OBS02 M•�I�IW1 M281M I 600271M 8665112M 888272M 6865113M r.126' 1 I STANDARD CLIP 2.000' I 8M-T6 ALUM. NOTES: XSECTION I 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING11 '126' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1.490' 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.500' CUT HERE TO 3.500' CREATE F-CLIP, .375' 'C I _ SEE DETAIL F. .375' MIN. r SHEET MIN. r________ ______ ________� I I I I I I I 1 I I I I I I I I I I I I I I I I I L__ ___ _____--J L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6083-TSALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVEW SHEETS 6.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. j--2.000'--1 .375' MIN. qY- 5.500" CUT HERE TO ..._...._.._........,3.600'.......................__.........�I CREATE F-CLIP. F _SEE DETAIL F, r SHEET4 .375' MIN, I I I 1 I I I I I I I I 1 I I I I I I I I I I L 4.688' _ • • i • 5.4 I 1 • •• •• ••1• • • - • I I-------- I I • ------ -------� II�".125' U-CLIP 2 125'IJT 6063-T6 ALUM. X•SECTION 125' [- 1.4s0. _1 + 3.438' I U-CLIP, 6003-T8 ALUM. ZCENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 4 1/16. .375' I 38' • I • • • •• I STANDARD GIP • • • • • • • U-CLIP 80O48 ALUM. • • • • • • 6083-T8 ALUM. TOP VIEW • • • • USED FOR 2- X 8' MULLION. SI IEET 17 000 • • • • • • • TOPVIEW • • • • ••• • • • •a• �• •• • • • :.a.. • • 0•• 0 0 r I- .125- 2X5 ANGLE CLIP 6083-T8 ALUM. 2.000' X-SECTION 125" 3.438" .375' MIN. L_____________________T 1 I I I I I I 1 I 1 I T - I I I I I I I _.376' MIN. ' 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 808340 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER - 1/18'. -- I I 1 I I I I I I I I I I I I 1 I I I I I 1 I 1 I 1 I I I 1 I I I I I I 2X5 ANGLE CLIP 6003•T8 ALUM. TOPVIEW .376" MIN. PI81tda 111111!I// \ •��0LYN...... N�9i� • I40. 58705 .375' MIN. - -'•�� •.(A - .SS/ONAU A./LYNN MIILEIR, P.E. FL P.E.# 58705 EXAMPLE T2 T 1: SINGLE VERTICAL MULLION NO ANCHORS W HEAD --- SEE 23 L ^ ^ SEE DETAILS, SHEETS 2-3 ............-.....- - - - .... NO ANCHORSywv1 w1)ow SILL .32" --N I --MULL WIDTH IN OPENG WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114'. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. 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 SHEET 25. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4"AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SMEET 7, THE 1'X 2.75X.375MULLION (LENGTH = 72', OPENING WIDTH - 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULDDETAILS NOT BE SUITABLE FOR THIS APPLICATION.SHEETS FROM TABLE 4A, SHEET 6, THE 1"X 2.75- X .650' MULLION (LENGTH = 72'. OPENING WIDTH = 70") 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 636 LBS.MUL 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP 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. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-80.0 PSF. TH OVERALL MULLION SYSTEM WAS DETERMINED TO 8E 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 836 LBS (60 PSF) X ( > = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) 72.7 PSF . N O DO Z v gay u uS �G FG N 8 A N U) _ O � F- C9 J myg " 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 # � D � Z DESIGN PRESSURE OF +50.0/-55.0 PSF. " FOR THE VERTICAI.MULLION: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32-+72'+1"=105" AND THE OPENING WIDTH IS 38'+361+1' =73". REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-38' AND WILL Q ZJS N J O MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE ODES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2: MULTIPLE MULLIONS FROM TABLE 3A, SHEET 7, THE 1" X 2.76- X MULLION (LENGTH =108%OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF to WIDTH --I r .375' AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V � g O O FROM TABLE 12A, SHEET 10, THE 2- X 4-X .250' MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-69.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z 1n �� SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. n g `SEE DETAILS, ar SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36 +38 +2 =74".NOT 73'AS PREVIOUSLY ., 111 FENESTRATION PRODUCTS 23-\ ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION (35-1/2"+35-1/2"+2"-73"). i - 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 CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. VERTICAL I -""--""""' ` ' - I USING THE STANDARD CUP WITH (6) 3/16- ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WFBCH IS GREATER, AND MULLION` LENGTH -SEE �- SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. a DETAILS. DETAIL E. OPENING SHEETS 23 SIEET9 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X .260- MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER ED FOR HORIZ. wx KIN 72" MULLION TYPE COULD BE CHOSEN. SHEET 25, THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE co miyi g" wmPIS'NBwIWIleAbtlda 08" ODti 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72'+2" =106". REFERENCING USED. FROM TABLE 12A, SHEET 18, THE 2" X 4" X .260' MULLION (� LENGTH = 42', OPENING HEIGHT = 120') HAS A DESIGN PRESSURE OF +f-170.0 PSF WHICH EXCEEDS THE °o (/Z�� REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. LSEES, 3 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' WITHIN THE 8"! CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH Iu°l AM&Pra Ir1Control r WIDE. IF THE MULLION CUP WERE TO BE CENTERED (4) 3/16- ULTRACQHr4NQiQP.S AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED • 11 I I ! I 1 AYNNgf/z��i�i: • • •• ANCHOR CAPACITY-OF3'til�6.0 • a • e • • \.�"( � {�- 4) FOR THE U-CLW IN TH RI A LLRONSO `LERUCAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR 6'. =".. I 38'. HORIZ. LLLENGTH MULLLENGCAPACITY AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENTOF 521 LBS. THE'Y:• 10ENS � V E ' • �� Lm"'OPENING IS 1074 LBS WH�U$ NG•oAAf� $�"]%H IS TREATER, 58705 WIDTH FOR VERTICAL MULL ANCHOR TYPE1gA #128tiEiL SCF�c((V. • - N°. • • • • FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: _ .(!1 +/.64.7 PSF FROM THE VERTICAL MULLION;TIAT +/-170.0 PSF FROIQTHE 38" HORIZONTAL MULLION ATTACHING TO CMU; �•HORIZON1gL VERTICAL MULLION n •F U '., +/-170.0 PSF F ATgqiiE MULygj•1�TTACHJ[1 O THE (INTERSECTION). THE LOWEST D SIZ PRESSURE IS 40-64.7 PSF ARp WOULb LY�QACL OF THE MULLIONS. �� ' • •.�40R10P, • ��\�� VERIFY THE DES GK PRE4jjRELF -ME ffNLGTRATITN PRQOUCTS bED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, W01.010PLY Tp THE OVERAI: AS EMtILV. FINALMESIG @ESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECI ATIONS IN90 RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. A. LYAm MIULEk,�?P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • 00 • • • • EXAMPLES OF RECTANGULAR LOADING: I I I PW I 1 / Il� PAP" � 1 I I I 1 1 i I 1 - I I 1 1 I 1 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I 1 I EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: I��®�� II/IfI///0101, r 11 HINGED DOOR LOADING OF HORIZONTAL MULLN PW ex PW t�L, - LOADING OF VERTICAL MULLION -- -Wl !at -- PW (/) LIJ 0 Z_ Q (L � a Zoo o 0 SHIDH -- � Of 4ow I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED PW PW 1 NOTES: RODUCT REVISED DOOR I 1) DRAWINGS ARE -- --- uild o6Y1CoM Nh 01e Florida •�l RERESENTATIONS OF TYPICAL PW CONFIGURATIONS_ No 'p No , / / / FW _ CONFIGURATIONS NOT SHOWN'�- / MAYBE EXTRAPOLATED FROM ellIlk Oonbol / / a / i / / THOSE SHOWN. • • • I • / / p • • I • • 2) IF THE LOADING TYPE CANNOT \Ivy • • • I ♦ BE DETERMINED, USE ww \ \ ��\ ,Ay \.YNN h1� �/,, •' <<F • • • • I • i RECTANGULAR LOADING. �'��.. • \GF1NSfi •,. `III • PW • �_.* •: i • ♦ ........_ I /• 3) SEE PRODUCTS' APPROVAL FOR ,•'• •t':� _,ti: j ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL NOT CAPTURED OR �� `r WITH INTERSECTING HORIZONyw MULLICJIS j• -' �U •' !S tl j OF HINGED DOOR IS ANCHORED • • • • • ! • SG D ) '. `3CATE 6f : • l ............. }} • • s • I • ZOADPA OF VERTICAL LOADING OF HORIZONTAL A. LYNN MIULEh. P.E. MULL N MULLION FL P.E.M 58705 ••• • • • • ••• • ••• 0 0 MIAMI•D►ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.00v/economy 1070 Technology Drive North Venice, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described. herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIP'TION: Series °A9 S-3500" Aluminum Storefront "System — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-3500-LM, titled "Storefront System Details - LM", sheets I through 10 of 10, dated 10/05/12, with revision A dated 07/21/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Cqunty. Product. Control Section. • • • • • • SII.E IPAGT �,"�II�1 ge ass. phi, • • • LABELING: Each. unit shall bear a permanent label with the manufacturers•rljtlrg•or logo, city, state*, • model/series, and following statement: "Miami -Dade County Product Control Appt geed", uripss Qtherwi!r • • • noted herein. .. .. • • • RENEWAL of this NOA shall be considered after a renewal application has beth:M l and thot•ltas beery- • • • no change in the applicable building code negatively affecting the performance of this e*roduct.• • • • • • • •.. TERMINATION of this NOA will occur after the expiration date or if there hai betn,a revision pr change •„. in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as a enm dorseent of any product, for sales, advertising or any other purposes shall automatically terminate this•NOAT, Failuxe • • •: 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 istitb,Ntors an"' i la�.bp,�, it , inspection at the job site at the request of the Building Official, This NOA revises NOAig 12-1Move 01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approvaldocument mentrone . The submitted documentation was reviewed by .Manuel Perez, P.E. IAMI-DADICOutVTr �L�• ]'L�r7 IA1f516� 1. 1 Ertpiratioa, Date January-l?, 2018 Ap{iroval Date .Tub 30'4]S age PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRA"'INGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1005.01) 2. Drawing No. MD-3500-LM, titled "Storefront System Details - LM", sheets 1 through 10 of 10, dated 10/05/12, with revision A dated 07/21/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and scaled by Marlin D. Brinson, P.E. (Submitted under previous NOA .No..12-.1005.01) 2. Test reports on: 1) 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 293-94 . 6) Forced Entry Test, per AAMA 1304-02, FBE•24i 1.3.2:j,.q>;4 TAS • 202-94 ...... ....:. along with marked -up drawings and installation diagram of a.�OtAp]Xefront.$Ystem witfr • • • : French door and transom, prepared by Fenestration TestinA.1Abbrato11j,•I4C., Tegt.... Report No. FTL-7208, dated 01/04/13, signed and sealed by MUIRK.-D. Brinson; P.E. 0.:..' (Submitted under previous NOA No. 12-1005.01) • • • . • • • • • • . . . . ...... C. CALCULATIONS • • • • • • 1. Anchor verification calculations and structural analysis, complyirig with FBGSth Edition (2014), dated 06/05/15, prepared by manufacturer, signed and sealtqby Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RE�`R}). k- wuJ Manu P rez, P.E. Product Contr xaminer NOA No.15-0612.08 Expiration Date: January 17, 2018 Approval Date: July 30 2015 E - I PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATE.RIAh CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (CIear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM .F1249 passed, ASTM D3985 passed, ASTM D395B 22 HRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated June 2, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 2, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. k I'L-7137, dated 12/10/12 .and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. Notice of Acceptance No. 12-1005.01, issued to PGT Industries for their Series: `SS- 3500" Aluminum Storefront System - L.M.L" approved on 01/j7/13 jand expiring on 01/17/18. • • Man el Per z, .E. Product Control Ex finer NOA No. 15-0612.08 Expiration Date: January 17, 2018 Approval Date: July.30 2015 E-2 GENERAL NOTES: SS-3500 IMPACT-RESISTANT-ST_OREFJi ft.SYSTEM 1BE ) THIS PRODUCT HAS EN DESIGNED A TESTED TO Y WITH THE 'REQUIREMURRNENTSO THIS FLORIDA SUILDINGCODE, INCLUOMTHE HMVELOCITY 3) USE ONLY APPROVED FASTENERS PER TABLE 1, SHEET 2. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C9D CONCRETE MASONRY UNITS (CMU) AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE TABLE 1, SHEET 2. FOR GROUT -FILLED CMU, ANCHORS WERE EVALUATED WITH ONLY THE CELL RECEIVING THE ANCHOR FILLED. 4)ALL WOOD BUCKS LESS THAN 14/r THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-IM' 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. 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 1, SHEET 2. INSTALLATION ANCHORS SHOULD BE SEALED. ALL FRAME JOINTS MUST BE SEAM -SEALED. OVERALL SEALINGIFL ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300, SEE SHEETS 2, 8, 8 80. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13DO. SEE SHEETS 2. 5.6 6 9. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33413% 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. ALL SHAPES, ROUND OR ANGLED, ALLOWED. SEE TABLES 3 6 4, SHEET 5 6 0, FOR ANCHORAGE TO BE AS HALF -ROUND SHAPE. CLUSTER ANCHOR QUANTITIES EX. 2 REINFORCEMENT, SEE SEE TABLES 7 8 8, TABLE 9, SHEET 9 EX. 1 SHEET 8 FOR MID -PANEL QUANTITY 60- WIDTH SHEET 3 II I 11 c}=1_ X/ 1' 12a/4' n I II II MIN 4' LENGT\1W MAX. O.C. II I D_ ANCHOR CHANNEL, / `� jj II 114.112" n / SHEET 4--_- PART 9 7, REG. AT ALL ANCHOR LOCATIONS IN �� II ii MAX. DLO j {i =___ / ------------- CURVED HEADER. E II Ili II _____ ii ________— i i-- T} MAX. 6' FROM START E II MUL i IPLE HORIZONTAL LLIONS ALLOWED III SHEET / OF BEND OR ANGLE It II II II I I II II II 1 II II II I II I _.. ........... _. _._... .C.PItr NO _ F (ON"TARISESS 66, II A n III I I �I ETL ... II SHEET II II II II j II 4 u n II II MAX. DLO ii I C �,�, n SHEET y4— II 1) 1 s/ q � 3.7I8' AAAK:': ]" � SEf TBtES 3 8 4, 9) DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, HEAD SIMILAR ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO FOR PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. RECTANGULAR, 10) REFERENCES: TEST REPORTS F FL-7137 8 7208; ELCO ULTRACON NOA; ELCO TRAPEZOIDAL. CRETEFLEX NOA: ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM EYEBROW OR DESIGN MANUAL. SIMILAR CORNER ASSEMBLIES INSTRUCTIONS: 1) DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD. THE PRODUCTS DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. � SEE 'TABLES 7 6 9. SHEET 4FOR ANCHOR OUANTITV� TYP;ELEVATION'OF— N,, STOREFRONT' SYSTEM` t \_SHEET 0 6 6, FOR j ANCHOR ' _ QU/LNT DES 2) DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 2. • • • 000 : : 00. : : • • 3) DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET2. • • • • • • • • • • •• • • • • ••• • 4) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO ANCHORAGE FROM 7*493 39V&I-IEF�.'•y5.811 SLPD Ad YOUR• • SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO AT THE REQUIRE) I SIG REESURE. 6) JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 8 S. SHEET 7 AND HAVE BEEN CALCULATED FOR THE PRODUCTS MAXIMUM OP. 6) DETERMINE THE MID -PANEL ANCHOR QUANTITIES FROM TABLES 7 6 S. SKHEET 8. 000 • • • • • • • "• • • • • • 7) IF THE WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMAJIJULL101.DE1;Rkp IME ISILILION DESIGN PRESSURE FROM TABLE 9, SHEET 9. • • • • • • • • • • • • • • • 8) THE LOWEST DESIGN PRESSURE FROM 3.4 8 8 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. `\ // ` �� t,�p....... ,10CIJ� (F -,r Q�' ` / ' � Y No. 58705 '� �.•� 0'47. 5 (/ i U,n ""7E F •' :L; • ''•F<ORIOI`. '•`�\`',� • �isSJ • • • N .� • +//r U�jn�- `��_�� A. L p F N LLI P, P.E. PE p9B105 - �� ( _ ® `— Rcvisce Br note: Re�;see By: S C Dole: 7/21 /15 cnpuon: ELEVATION 1070 TECHNOLOGY DRIVE N VENICE, FL .i4275 529 P.O. HDX l 342 IJOKOMIS, R. 34274 Tille: STOREFRONT Series/JAoeeC SS-3500 CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � iMPAut ru�ja RATED FOR LARGE 8 561�1;). 550.E IMPACT RESR�'A11�E ' FOR ATTACHED ............. I DOOR/TRANSOM, SEE SEPARATE I� APPROVAL I I CONTENTS GENERAL NOTES.........................1 ELEVATIONS .............................. 1 ANCHOR TYPES ........................... 2 GLAZING DETAILS......................2 VERT. SECTIONS .......................3 HORIZ. SECTIONS ...................... 4 HEAD/SILL ANCHOR DP........ .5.6 JAMB ANCHOR SPACING ............. 7 MID -PANEL ANCHOR OTY............ 8 MULLION DP..................................9 EXTRUSION PROFILES................10 PARTS LIST/CORNER DETAILS 10 PRODUCT REVISED m complying with the Fim1dll Building lade - 2 .08 Accepllme•. No n^ie P. IMIitM1 Dale �_. YA/rOBy Min Revision: NO CHANGE Drown By. . J ROSOWSKI Dnle' SYSTEM DETAILS - LM 10/05/12 NTS 1 1 OF 10 1 MD-3500-LM I A YYlnnn�a�'� rt�'� N 14;kA -B:6W3,. 1 A B c D C. F tHn 90.0 9D.0 12Q0 SM00 no 120.0 Sao no 12Q0 90.0s0A1m0 See BQO 12Q0 910 aDA Me` T Sao meF12O.0 90.0 12Q0 ne ao.Omo .0 : UQO 19.9 me So.0 FDA Imo 12A 1I0 9010 :0 im0 11110 iz0.o 241n 7A In Sao .1ao 90.0 10A Imo 301n Sao Sao 90.0 aD.D 120.0 90A no no Sao 1m0 421n 481n Sao WO I20.0 90.0 00 1m0 90.0 80.0 120.0 Sao 80.0 Imo Min loin 113 SQO 12" 90L0 80..0 120,0 77.4 ciao 12" ASA 80.0 Sm0 661n 721n 120,0 Imo 22" 120.0 741n 11 s cn 90.0 silo 12a0 no see me 30111 36 in 90.0 110.0 1 Imo 9Q0 a0.0 120.0 90.0 ago lm0 no Sae me 1 421n --:' IS1e 90.6 B0.0 Imo Sao '..Bad-:. 1m0 ILL Ba0 1m.0 no Ke Imp 541. 601n 7L1 10.0 Sm0 1S.9 so. 1m0 1m0 ]m0 661n 721n Imp 1m0 100.0 me 2419 901n no no Me Sao • KO 1m0 30in 381n 9a0 aa0 12U 910 KO 1m0 90.0 8a0 12Qo 90.0 90.0 1m0 42In 491n 90A gas 12Q0 90.0 Sap me 10.6 UO Me 1L6 1Q0 120.0 S41n 6oln t20A 1m0 Lipp 120.0 661n 72n MD ]OD.0 Lego 20" Mn . 918.. (-win no no Imo 911.0 8p:0 lm0 90A $Me 130A 940 0 ' 120A 36n 42 In87A 90.0 sko ImA me no 120.0 810 120.0 90.0 8a0 1m0 Son 788 no im0 NA 120.0 3m0 SO n 66n 72 n 22a0 12" IOQO Logo me 1000 Mn 3DIn 202In 90.0 s0.0 12a0 90.0 no Imo 90.0 no Imo 90.0 @me me 361n ' 42 In S0.0 BOA 12060 no ao.0 12M0 U1 no Me 9DA 80.0 Imo 48 in Win Imp Imo 1m0 me loin esn IOOA "Me 10ao Imo Window Wall Glass Capacity (ps11 No49inal M. G!KsType Frame Width Framel•i8ht A a C I D E F 241n learnno no 8Qe 120.0 90.0 m0 II410 301n 361n 9110 sea #Qo WO Sao 12Q0 90.0 W0 Lm0 9D.0 ciao 12Q0 421A Yin no 120.0 89.0 dn0 12a0 12Q0 22Q0 'An loin Win 10a0 me 1000 LOGO me 10n0 24in 30in 114in 9a0 see 12a0 no ciao 12Q0 9D.0 no UQ0 90.0 10.0 22Q0 1610 4210 90.0 MO =0 90.0 8Q0 1200 RQO 1200 481n S4 in 6010 1m0 12010 no loU.O WILo 100.0 20 in 1201n 910 no 12M0 no 8110 120.0 30in 361n 90.0 no lino 90.0 Sao 12ao D.0 1aD 1m0 90.0 80.0 220.0 4z in 4ain lm0 Imo me 120.0 S4 k1 6010 Imo loon 99.11 1 Min 125in 9DA aa0 Imo 90.0 B40 30n 36 in 90A 9Q0 Imo 90.0 no 90.0 no ima 90.0 sa0 427n 49n 56 n l2Q0 f Iwo lDaO Mn 137In 9D.0 sQ0 12a0 90.0 B0.030% 910 80.0 1za0 90.0 90.0 36tn 42 In me TWIG 1 1200 12a0 Nin 54 In10010 load LOW IOQO Min inn 2381n Son sae 12120 90.0 Sao 22110 90A no 3200 911.0 no 122Q0 Wn 42 in 48in 1m0 12010 ball SOQO 100.0 logo Min 1441n 90A ago 12110 90A 8110 12Q0 3D in 35In 90A m0 320.0 SDA a0.0 126o ]2ao 120.0 42n iin me Loao I logo I I10a0 •• ••• • • • • • • • •• • • • • ••• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• • • • • • • IF COMBINED WITH STOREFRONT ENTRANCE ® • • � • • • DOOR (SEE SEPARATE APPROVAL), THE LESSER • • • • • DESIGN PRESSURE VALUE OF THE DOOR OR �; LAZINGT ES: • STOREFRONT SYSTEM SMALL BE THE DESIGN a•yOi UTl��'EPy8 BY�livsnp`isAMERICAPRESSURE FOR THE ENTIRE SYSTEM. -.OW SENTRYGLA BY AA, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - �i 9/16'LAMINATED Q/1V LAMINATEDI,.� 31+6•LAMINATED 1/4" ANNEALED GLASS STACK 1/4' HEAT- GLASS STACK 1/4' HEAT. I GLASS STACK GLASS STRENGTHENED STRENGTHENED �. STRENGTHENED GLASS GLASS .090'SG�- 1/4'ANNEALED t/a'HEAT- 1fTHEAT- .090"PVB STRENGTHENED .080SG STRENGTHENED 42 GUSS 42 GLASS GLASS 3/4' GLASS 3/4• GLASS 3l4' GLASS - -1 BITE 41 40 817E 41 40 BITE 41 40 21 30 30 or-1-- EXTERIOR GLASS TYPE A EMRIOR GLASS TYPE 8 E1Ra GLASS TYPE C <�:) W 'Ili If GLAS 1 G. a+6' LAMINATED GLASS STACK GLASS STACK 1l4' ANNEALED GLASS /7/W AIRSPACE .090'SG • 1/4'TEMPERED GLASS (42 3/4' GLASS SITE 41 ;n47 (31 EXTERIOR - GLASS TYPED a W 9/16' A-r GLASS STACK 9/1 e' LAMINATED GLASS STACK GLASS GSS STACK � �I �I GLASS STACK 1/4' HEAT- 1/4' HEAT - STRENGTHENED STRENGTHENED GLASS 7116-AIRSPACE GLASS 7/16-AIRSPACE ,090' PVD • 1/4' TEMPERED .090" SG-. 1/4' TEMPERED CLASS -'GLASS 42 42 �17 314' TE SS /41�--- 40 3/4" I LASS 41 \S1 ..-•47 I 31 EXTERIOR i GLASS TYPE E MEEMOR GLASS TYPE F �yf� W Aritha Typor Onscdplion Stbdrale Min E.oge 11stance Mtn Embed. -mot- kt. M O.C. psloc• A s14 steel a 410 SS SMS G S. Pine 1 Q t 4 sled a #to SS' _ SMS (G5j ..,_� fir eow1rsnlptNGaD _ 91r_...:-1tr- , 5 as - ' life stetlu9r� aeon / M 851ts#Den #91G -f I Grouut"W cmu. VIP? - I 4r 1/4" 410 SS GeteRex 511IT' sled U11FACiFF Hollow Block' Hollow Block• 2-112 , -11 " 1-114" !-I/ ' 6' 114" 410 SS CreleFlex 3.35 ksi Concrete 2.112" 1.3/V r U 5116' sled Ulraeon 3.52 ksl Concrete 3.11B' Grout -Filled qAU' •11 •1 " F 318" Large Diameter ITW Tapcon 3list Concrete 3" Hollow Black'311• I 1.1111111I//// 1070 TECHNOLOGY DRIVE '.FCCRIDA,•'� L� '� ' N. VENICE, FL 34275 • Cinlfil.- • /rr 1111I11011 P.n. ROx 1529 NOKOMIS, FL 34274 A. LYNN MILLER,P.E. CERT, OF AUTH. N29296 P.E.s 58705 HOLLOW BLOCK ARE ONLY APPI.1CABt.E FOR THE 91) ALC ANCHOR NEADTYPe ARE ALLOWED. SEE SHEET 1, GENERAL NOTE 3. Revision. ,isetl By: Date: Revision: SC 7/21/15 INTERLAYER MAN. I-RODUCT REVISED as complying with tiro Florids Building code Aeceplance Pb I I �Q$$ L' irntion Dalc ll/JJJII BY i Mie i adc Pmduct d GLAZING DETAILS J ROSOWSKI Tirb: 11nie STOREFRONT SYSTEM DETAILS - LM 10/05/12 Series/Motlei: Scale: Sneeb Drowinq No. Rev: SS-3500 NTS 2 OF 10 MD-3500-LAP A CONCRETEICMU PERANCHOR INSTALLATION REQUIREMENT EDGE CONCRETE/CMU DIST. PER ANCHOR EDGE OPTION REQUIREMENT DIST. INSTALLATION • ANCHORS DIRECTLY INTO MASONRY. • EMBEDMENT '- • — 2X WOOD BUCK OR FRAMING EMBEDMENT EDGE ^'{ EDGE DIST.{ i DIST. 8 ALUMITNUK STEM G Oft . - � � � / `_ EeTABLSTEEL STUD,FRAMI STUD, SEE TABLE 1, • s \ -�..r----•- t AX. SHIM-�� - , EMBEDMENT—: +�--- .., " 1X WOOD -O BUCKSTRIP, SEE NOTE 2.� ---�1- 1/2' MAX. SHIM ----"-- --- 112' MAX. SHIM - 7J2*MAX. SHIM EXTERIOR 1— ................. THIS SHEET. IIj E RIOR. EXTERIOR EXTERIOR G..1 30 a I > _ U TYP. ANCHOR TYPE, TYP.ANCHORTYPE, —� ANCHOR TYPE, ANCHOR TYPE, EMBEDMENT AND EMB EMBEDMENT AND EMBEDMENT AND EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER EDGE E PER VISIBLE EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE, SEE RATE. S SUBSTRATE, SEE LIGHT SUBSTRATE, SEE SUBSTRATE. SEE TABLE 1, SHEET 2. TABLE 1, SHEET 2. HEIGHT TABLE 1, SHEET 2. - TABLE 1, SHEET 2. INSTALLATION INSTALLATION INSTALLATION 42 40 OPTION OPTION OPTION - 2 INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO 2X WOOD. DIRECTLY INTO METAL. INTO MASONRY. FRAME TYP. ANCHOR TYPE, HEIGHT EMBEDMENT AND EDGE NOTES: DISTANCE PER SUBSTRATE. 4' LENGTH ANCHOR SEE TABLE I. SHEET 2. CHANNEL AT INSTALLATION 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW _ ANCHORS. SEE SHEET 1 EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS 7 FOR REQUIRED LOCATIONS PER TABLE 1, SHEET 2. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD 31 TYPES ARE ALLOWED. 8 2) ALL WOOD BUCKS LESS THAN t-112' THICK ARE TO BE OPTIONAL CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE EXTERIOR LAMI 10 OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. GLASS TYP. ANCHOR TYPE, )53�SMS. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X EMBEDMENT AND AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY EDGE DISTANCE PER EXTERIOR TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN 41 SUBSTRATE, SEE P6 X 1-518" BUGLE -HEAD AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER TABLE 1, SHEET 2. 2-1/2' FROM EACH OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE END 8 13-1/2' MAX. O.C. AS REQUIRED BY TABLES 3-8, SHEETS 5-8. REQUIREDAT 3 EACH ANCHOR VERTICAL SECTION E-E i- PRODUCT REVISED a complying with the FIMd• LOCATION • • • • .............. CURVED FRAME MEMBERS ONLY • • 11 I 1 1 Re isce By: Dolc Rev„ion Building ade ^z—irPeiio nm �5�°b' 08 _. ` __.. VY ' SHIM• • • • s • • • • • • • • • • • • iJA! \arNV �j�/L, �i p M INSTALLATION • •• ••• • • • • • • • •` •• • • P - Rev,seo By: Dole: Revision' OPTION r EMBEDMENT • .• yci ;C No. L8705 SC 7/21/15 NO CHANGE INSTALLATION ' • - -_ Drown By: ANCHORS DIRECTLY INTOMASONRY. :� ICI a ® vo—ipli- VERTICAL X-SECTION J ROSOWSKI CONCRETE/GMU ' EDGE ..• I • • • ... ... -•� % IS : L/,, ••, ST"7E0 L�;. PER ANCHOR Dlsr. I'F • • • • • ••. . • �,�n "•. K,D�..•'G 10/0 TECHNOLOGY DRIVE N, VENICE, FL 31275 TUe: STOREFRONT SYSTEM DETAILS - LM 10/05/12 REQUIREMENT •• • • • • • • • • Sn •• VERTICAL SECTION B-B • • • • • • . • e�i�l�I�,t;,, A.L�NMILLER, P.E. IJOKOMIS, FL 34274 Series/Mo0e1. Score: SS-3500 NTS Sheet: 3 OF 10 Growing No. MD-3500-LM Fov: A P.E.N 58705 CEKI. OF AUTH pzszlle • • • • • • • • • • EMBEDMENT - EDGE .i • •� • TYP. ANCHOR TYPE, EMBEDMENTAND •4 EDGE DISTANCE PER SUBSTRATE, SEE TABLE i, SHEET 2 CONCRETE/CMU PER ANCHOR REQUIREMENT T\ EXTERIOR 1/2" MAX. SHIM` _� EMBEDMENT I EDGE1DIST. 1 _.. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 2. CONCRETEICMU '• PER ANCHOR -- - REQUIREMENT INSTALLATION OPTION I,TALLAT(ON ANCHORS ( INTO MASONRY. STEEL REINFORCEMENT, 3 SEE SHEETS 9 & 10 70 8 31 -- 40 OPTIONAL LAMI IG GLASS \I- jj I-�--- VISIBLE LIGHT WIDTH - 11`�i FRAME WIDTH -- if HORIZONTAL SECTION A -A I 1X WOOD — SUCKSTRIP, SEE NOTE 2, THIS SHEET. ALUM REINFORCER SEE SHEETS INSTALLATION OPTION INSTALLATION ANCHORS THROUGH I BUCKSTRIP INTO MASONRY. 1I2" MAX. SHIM EMBEDMENT EDGE.J� / TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2. 2X WOOD BUCK OR FRAMING 112" MAX. SHIM EXTERIOR. U VARIES WITH DESIGN PRESSURE REQUIRED, SEE TABLE 9, SHEET 9. 1/4" NUT & BOLT, 24" FROM EACH END AND 24" MAX O.0 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER 5 SUBSTRATE,SEE TABLE 1, SHEET 2. NOTES INSTALLATION APPROVED MULLION, OPTION ALUMINUM, STEEL FRAMING INSTALLATION ANCHORS OR STEEL STUD. SEE TABLE DIRECTLY INTO METAL. 1, SHEET 2. 1.3N" 1/4" NUT & BOLT, r r i 24" FROM EACH -- �I END AND 24" 1-3/8"I EDGE DIST. I I MAX O.C. I I I II FOR ATTACHED DOOR, } 1 I I LSEE SEPARATE APPROVAL I I t I I I � 1 I �ry I EXTERIOR: 7 I I EXTERIOR Imo— 1/2"MAX. SHIM -----------------___.. HORIZONTAL SECTION C-C 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE % SHEET 2. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, ALL ANCHOR HEAD TYPES ARE ALLOWED. 2) ALL WOOD BUCKS LESS THAN 1.1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, I WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. 1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. SHEETS 5.8. 11111111/I/I • • f INSTALLaIM • • • • • • ' • OPTION • • • • • • • • • • • • • • • `. O\7 •....,! 4, 1� • •.. F� •• INSTALLATION A�t�1RS • • • • ••• • .� �� •' 110ENS�• • INTO 2X W". • • • • • • • • • • • • • • 02c -7 • 000 • • • • 000 fh', FTA (V EXTERIOR G •' \. % • A. LYNN MILLER. P.E. KEA 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 I VISIBLE LIGHT FORMULAS 1( II u I FRAME WIDTH -5-112" { II I FRAME HEIGHT - 5-112" 1 1 (55 II I {� FOR ATTACHED DOOR TRANSOW SEE SEPARATE APPROVAL HORIZONTAL PRODUCT REVISED es col plyMX w(th the Florida Building Code Aceeplenac No /5-0019.ge Reviseo By: Dote: Revsion: Bx inition Dnte IS - P T By Miami Pr t Revlsee By. Dale: Revision. SC 7/21/15 NO CHANGE Description. 0_e By: HORIZONTAL X-SECTION J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Title STOREFRONT SYSTEM DETAILS - LM Dale: 10/05/12 P,O. BOX 1529 NOKOMIS, FL 34274 Se/es/Moeel: Scale: Sheet: Dr ing No. Rev: CERT. of AUTH p2szsD SS-3500 NTS 4 OF 10 MD-3500-LM A Wl owSAu17s" r »> .�Il6�6e1i911t9 13W h Andw •'A' I AndxwWMWf1O "°"°�Walt C3 C4 Anrhaf '0. Anchor e'E' fla0te f.01e A2 A3 A4 83 M D2 03 04 E2 E3 E4 2410 12Q0 1MD lamp 1MO 120.0 120.0 20.0 1MO lamp ROO 1&0 120.0 Iam0 120.0 361n 120.0 12" I70A ]MO IMO 12Q0 z 1M0 1xi0 1xi0 Ixi0M0 1200 RO iM0 1MO 1MO IMG 120.0 IMO 1MA I= 1M0 120.0 2M0 IRO 1M0 SM.D4VIfl.320.0 120.0 IMQ ;%20,• I20.0 12002" IMA 1R0 2MA 12AA 1am0 IRO 1M0 `48 72b. 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LYNN MILLER, P.E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 � CL WIDTH2 --� WIDTH 1 II I I / n I I / I I _ II II HEIGHT / l / II II II II It II FRAMEWMTH• WASHI+WE.311i2 2 7 7nEi4(ifW II W side - Anchor tel A"'I'm II Etta Nde Ativp.r rOfAndWS at EKhSide 4 A2 2 A3 3 M 63.... 1 1 63 3 B4 4 . C2..._ 2 C3 3 C4 4 D2.... 2- 03 3 W 4 E2 2 E3 3 E4 4 SILL SHOWN, II HEAD SIMILAR, II OTY. MAY VARY WINDOW WINDOW SEE TABLE 1, SHEET 2 FOR ANCHOR 2.110 O.C. SPACING, 4' MAX. PRODUCT REVISBD .-plyhtg will, the Plarids Building Code Amptance No s- 1z.08 '.liar Bz Date �J8 Revised By: Dolc: Revision: By Minnti It Prnduat Revised By: Dale: Rev4.1: SC 7/21/15 NO CHANGE ® DascriPRon: Or Own By: ANCHOR TABLES @ 114" SHIM SPACE J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 TW0 : 0"1er STOREFRONT SYSTEM DETAILS - LM 10/05/12 P.O. BOX 1529 NOKOMIS, FL 34274 Sales/ModeC Scole: Sheet: Growing No. Rov CERT. 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M.0 301. 42In Mln OW DOA 97.6 IMO 1 MD 12Q0 m0 IMO 120.0 1M0 IMO 1M0 IMO MO 113A SOLD S2D.0 IMA 14.7 7&3 693 Imo 31&6 IDLO in 1M0 1".0 23&9 103A 94.3 MO 1m0 1m0 IWO 1M0 1M0 1200 1m0 SMO IMO IMO 1M0 Imo 1m0 120.0 1200 120.0 12U 1MO 1M0 1MA MO 1M.0 1M.0 SI In r75B %a 1MO 64.5 96A 1M0 8&3 SMO MO 112.5 SMO 1M0 1M0 IMO1M0WIn 915 1MA 61.0 91.S 1M0 9&4 IM0 1MO IM3 IMO 1MO 1m0 1MO 1M0 66In 87.5 116.7 SL4 a7.5 11&7 79.8 11&7 1M0 101.7 1M0 IMO DOA I= 1M0 721n $4.7 1123 565 M.7 112.9 7F.2 115.9 1m0 9&4 SMO 1M.0 1M.0 120A 1m0 24In 08.4 745 Imo IMO 114.7 I= DOA 13M 106,7 BBA 76.5 1MA 112&0 1114.7 12MO 2M.0 MO IMO IMO 10&6 IMO IMO IMO I Imo I IMO I MO SMD SMO 12MO 120.0 12110 12MO MO Imo 1M.0 I20.0 MO I 1M0 120.0 MO 120.0 MO IMO Imo 3DIn 361n 42In 611 IOLI MO 61.1 102.2 12MO still 120.0 1120.0 23IL7 MO 120.0 1120.0 120.0 12M0 Mh 97.761. 6LO 910 12W 82.0 1 93.0 120.0 K11 IMO 1120.0 Im.l IMO IMO I 120A IMO 2M0 541n 57.5 862 114.9 575 1 a62 1349 78.6 117.9 1 IMO 200.2 1m0 Imo I IMO 120.0 IMO 6DIn 54.0 KA 1011,0 SLO $2.0 20LO 73.9 110.3 1200 94.1 IMO I= 1M0 12110 1MO 66h SIA 77.1 IWO SL4 77.1 IOL6 70.3 105A 120.0 89A =0 IWO SMA 12Q0 12110 721n 49A 74.1 9&a 414 74.1 911,8 673 101.3 120.0 BILL Imo 12CL0 MO 1M0 120.0 f01.7 1M0 Imo 101.7 1MA 1M0 2M0 120.0 IMO Imo 1MO IMO =0 1Mo IM.0 84.3 1M0 I2QO M.1 1MO 120.0 11&1 IMO 1MD 1MA '0 120A 12Q0 1M0 1m0 72A 10" 1MO 726 10&9 SMO %3 1MO 1M0 IMOIMO 1M0 12110 1M0 O 64.5 9[O 1m0 64.5 96O IlOA8&3 IM.O ]MD1D.5 1m0 Imo M0. y0i 0241.n 1011n 5L6 SLO 1173 X6 SLO 1173 80.2 I=UmO =2 1m0 3no Dto 1M0 Im 54.2 8L3 10&4 54.2 $1.3 1011A 74.1 211.2 1M0 94.5 2m0 Imo 1 A SOA 76.2 1017 50.6 762 101.7 BAS SOL3 SMO W6 1m0 1MO 4&2 7L7 9L4 4&2 72.3 9&4 6S.• 9&9 SMO 8IA IM,O IMO 1 1M Window Wall Mullion Head/Sill Anchor Cluster Load Capedty (psf) (1/2' MadmOm SNm Space) Nominal M. 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J; F COMBINED WITH STOREFRONT ENTRANCE • • • • .� �� •.•'L...... •. '.-�� DRIVE Io70 TECHNOLOGY 275 N. vENICE, FL J4275 DOOR SEE SEPARATE APPROVAL, THE LESSER ( 1 • • • • • • • • •...... v� ,� • 'ir 'o, RO. BOX 1529 DESIGN PRESSURE VALUE OF THE DOOR • • • • • • _.,. • • ' r % • NOKCMIS, FL 34274 DESIGN STOREFRONT SYSTEM SHALL BE THE DESIGN 000 • • • 1�Nl1l • • f 11 I I 1 I " CERT. OF AUTH. N29290 PRESSURE FOR THE ENTIRE SYSTEM. A. LYNN MILLER, P.E. REA 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIDTH 2 WIDTH 1 II I I II l 11 11 11 HEIGHT I I I LiI FRAME WIDTH = WIDTH 1 • WIDTH 2 2 Andwr Type Nol AneAon attadlside Anchor Type NofAno"I al Each Side AneltOl' Tw NOf Andwrs at Eadi Slde A2 l A3 3 M 4 62 1 B3 3 B4 4 C2 2 C3 3 C4 4 D2 2 D3 3 D4 4 E2 2 E3 3 E4 4 SILL SHOWN, HEAD SIMILAR, nlj�111�j OTY. MAY VARYWINDOW WINDOW SEE TABLE 1, II SHEET2 FOR ANCHOR __..............� _...._.i.I �.__ 2-1/4' O.C. SPACING, 4" MAX. PRODUCT RWISED os complying wilts the Florida fiuilding Cbde �p Aceeplarce No )J'C•) *Liration D Revision-BY. Minmi adf4JlB Revision: SC 7/21/15 1 NO CHANGE Description: Drown By: ANCHOR TABLES @ 1/2rr SHIM SPACE J ROSOWSKI 3TORSoliIlMoEFRONT SYSTEMV." - LM.rn9 Re 10105/R12 SS NTS 6 OF 10 MD-3500-LM A 11 TABLE 5: 1{"i:JH FiiIIIIll- °%Xl mm ©© ©Fla91+i ® Eyi►7©©o© I Ems � mamma ® F!E'FG3E[�A1'R23Ef» IQ'flm IIIIIIMIIIII� ® ® N ®m®[f�� llmmmlm"L �m m� MIIIIIIIIIIIE11111 �irJ ® i�*IDm�?mEr�� ®�11111=11"W= �►L►3mEW3fl wu ® ©W■Iomo I m @fl0�00 am i IIIIIIMNKM� 117171101 ® ��WIIIIIID ® ¢maiEi��►noo, Window Wall Max. Jamb O.C. Anchor Spacing(In) MIT Ain Rain 901n 97.Min 102tn • • • • • • • • • fq\ OLD`( i.1'�Al.V 1111 . 56705 Q.`••1070 • '• �,��`N. Mf TECHNOLOGY DRIVE VENICE, FL 34275 •• • • • • • • LCD�P.O. `OKOMIS, BOX 1529 FL 34274 • • �� ', P.E. P.E.t 58705 CFR1. W AUIH. #29296 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Window Wall May Jamb O.C. Anchor Spacing (in) (1/2' M8.dmwn SMm Spice) Fnme MAtlU Ffama N.Ight Anh" I Typ.'A' Andwr TVW 'P Ardior TV" 't' AMA" e'0' An her Type'P' MIn 3014 1d1n IB It u is 1s 16 15 l9 11 u 361n 421n 1311114 1311116 19 11 36 131 16 1311116 16 11 t6 491. 541n u 12 16 14 19 101 16 IN is 601n 661. -1jiltm 9318 9518 1311/16 tt It 998 91)9 u u is 241n 1141. u St is I! is 101n 361n v 17 is It 19 1 lfi 14 16 1s 11 is 421. 481n 12 4 u 3/4 17 1t 3t ll 16 1l 16 a 9 JJIG u A 541n SDI. u 3/tt f0 f6 u 9/16 to 1t 4 4 12 4 17 19 Min ]Oln 1201. u to is u 10 u l9 u 36 19 361. 4lln u 2 11 2 11 u - u 12 12 1t 16 i0 54in 60Tn 30 1 15 716 39 16 1o13/f6 to 13/16 if 1/2 1a is 92 l6 21 16 u 2 1t 1t 241n IAIn 1t It 16 It is 301n 361n 16 19 1t 19 14 4 u 1 u u JO 421n uln 541n ul 16 u11/16 16 5/16 q tt 11 Itt 14 4 1t It 103/8 103/8 16 4 1 1t 19 241, 30 N f9 is f9 16 l9 17116 171/t 16 is 16 3612 ;I—h— i1 15 It 11 is u 12 17 va1t 18 411ln 717 1015/16 1011/16 s 39 is 10 10 13 5116 17119 It 24 in IMIn It 16 to 19 to 301. 361n ss 4 is 4 It 1t u a 10 19 16 1t 21n 4e In u 6 12 11 4 16 u 11 716 It 7 14 1t tt 24in 301n 244In It is It I t9 n 16 1 ISLA 16 U 11 36tt 42In 1411/16 l41 16 ]t2 19 16 12 12 16 is is 491n I u 1111161 It u PRODUCT REVISED os cmnpiying wish tha Florida Building lode Acceptance Nd6J 0 1?'O�1$�, 7ev2sed By: Dole: Revision: pimninnDale y/�$ By Miami edeProduct 7evised By: Bone: Revisi— SC 7/21/15 NO CHANGE Deacrtptfoou Drnrn Ry: JAMB ANCHOR TABLES J ROSOWSKI Title: Dote: STOREFRONT SYSTEM DETAILS - LM 10/ 15/12 .Series/Model: Scale: SAee1: Drawing No. Rev: SS-3500 NTS 7 OF 10 1 MD-3500-LM A d m cam m o0000 ©s�ao ms�m�■o m oo®o© ® m oms�mm o0000 m m ©oo■�o ©0000 m ©o©Eam m o©�■oo m oo©oo m ® ©000© ©0000 � mmmmm m o©000 sir„ m mmmmo o0000 m m o0000 ■Ea000© m mmmma m m doo©© ©©©©© m m mmo©e o0000 m ©0000 rs ©m oo m m o©©oo oo©©© m m ©000© 000©d m m 0000A ©rra�rrwt�so m o© 3 1 f. m aooaa m OHM ©0000 ©0000 m ©oo©o m m o©©d© oo©©© ® m o0000 0000© m ® ©■0000 ©0000 ® m aooaa aooaa ® � ©oova ©©©©a ® m m aooaa o0000 ©0000 ® ©0000 m ©©©©o ® m a©■000 0000© m ® ©0000 aooaa m ©©©oo ® aos�ao m�■mmo Esm ® m mo ©©©©o ® m 00000. aooaa. m ® ©0000' ©oo©o Wall Mid -Panel Anchor Quantity �Window ImsessFamM aooaa m m ©©o©a o0000 ® m aooaa aooaa m ©A©ao Ems ® oo©©© m m ® oA©©© ©ao©© o0000 ® m aooaa aooaa m ©©©ate ® oo©a© m ® a©o©a oo©oa ® m r aooaa aooaa m ■©©©oa m ©©a©o ® oo©o© ® oo©aa m ��oao ©©a©o m m ® 000©© ©©o©© oo©a© NOTES: 1) USE THIS SHEET FOR ANCHOR QUANTITIES LOCATED BETWEEN THE CLUSTERS, ON THE HEAD AND SILL. 3 3 3 •• ••• • • • • SILLSHQNN,• • • • • HEAD SIMILAR • • • • u II u II • • • _. EQ. EQ. EQ.• u • • h•• • • • • • IAIDf'ANEL[WRS • • • • • • TO 13E 047 AXY •' • • $PACED, U• VY • • • •� p��' UCENSC,�llP'�J `• 7f�y No, ;;+70� • sf :i • ' •?ATE '.•C� '.IlkQpIUA �V� • rr ` ArL 4I&CL R,'P.E ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ME J Window Wall Mid -Panel Anchor Quantity ® m omaao oaoo■s m a■o©ea m oo©©© Elm m m aooaa o0000 m as©©o m ad©©o m o©o©© ® m aooaa aooaa m m 000©© ao©©© IFIM aooaa m m ©©©oo oo©©© ® m �uoaoo 0000 m ©©000 m m aooaa oo■�aA m ® ©©o©o ©m000 ooa�� m m ooaom'. mom o. Redslon: iSeC B7: Vale: Revision: SC 7121/15 NO CHANGE glio ANEL ANCHOR TABLES PRODUCT REVISED m complying with lha Plaid. Building Code Ao ptmnc WL';-CMR•o8 Bnpintlinn Dale 14 18 By Miaou de Product C__a 01091400WX 1070 TECHNOLOGY DRIVE Tilfe: uo+s: N. VENICE, FL 34275 STOREFRONT SYSTEM DETAILS - LM 10/05/12 N.O. BOX 1529 NOKOMI5, FL 34274 Series/MaCel: Scale: Sbeut Oruxing No. Rev: CERT. OF AUTH. p2929G SS-3500 NTS 8 OF 10 MD-3500-LM A TAOLE 0 1-O°wwon Mumm Caf44CIty(Wff hoelpd flaq Unninfarad (Wan Types A•D( Alum. RNM. (dasTypesC&F( Steel Relnl. 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GlassTyis"C&Fl f0mistlWtith Fr#MdFMt Pm0) Nes0 Pots) Negl-1 "120 .: Pes(a Nagh)70.0 301n 1081n no 90.0 %,0 19D. look 9DA 120.0 70.0 no 87.5 975 100.0 no 12Q0 361n 421n 65.6 74.0 74.0 74A 100A 911.0 120.0 67.1 64.5 64.5 64.5 1000 90.0 120.0 48 in S4 in 100.0 9D.0 120.0 ' 90.0 100.0 60In 56 e1 90.0 .0 no 100.0 241n 1141n 70.0 $0.0 90.0 9A 90.0 1000 no 1200 301n 361n 65.8 74.2 74.2 74.2 90.0 1000 90.0 12D.0 55.5 62.6 62.6 62.6 9.0 IUaO 9010 120.0 421n 40ln 90.0 100.0 900 320,0 no 100.0 90.0 12D.0 S41n 6Dln Sao 1000 no 100.0 241n 1201n 69.7 78.5 78.5 79.5 90.0 10D.0 90.0 12D.0 301n %In 56.2 63.4 63.4 63A 911.0 100.0 90.0 120.0 47.4 53.5 53.5 53.5 902 look 9D.0 120.0 421n *in %.0 100.0 90.0 120.0 %A 10a0 goo 1210 54ln Win 90.0 1011.0 90.0 1000 241n 1261n 60.1 67.7 67.7 67.7 90.0 Mo Sao 120.0 301n 361n 4&5 54.6 54.6 54.6 90.0 100.0 90.0 120.0 40.8 46.0 46.0 46.0 9D.0 1000 90.0 120.o 421n 481n 54In 97.1 96.a 90.0 116.5 90.0 100.0 84A 93.4 MIn 3321n S22 S&A 58.8 S&9N75,40 100.0 90.0 120.0 30ln 361n 42.1 47A 47.4 47.4 100.0 90.0 1200 %.7 90.0 116.4 421n 48 in 54In 8.3.8 9a0 1009 Bay 89.4 72.6 W.6 241n pt 8 9 45.6 S1A 51.4 51.4 1110.0 9a6 ,.n 11ao loin 361n 36.7 41.4 41.4 41.4 1000 90.0 4 120.0 14.4 1 101.6 - 4814 :. R. 4 0&0 7a1.._ 1 17.9 Miss 1441n 40.1 45.2 4S.2 45.2 90.0 100o °""'900 " 120.0 301n 361n 32.3 36.4 3&4 36.4 79.5 88.3 90.0 106.3 66.7 74.1 80.3 89.3 421n 4810 69.5 77.2 MIS 683 • ••• • ••. •�+ II11111/7 �, tCF as • i• ND 5?705 "' ! 1 4i•.,f �WK. E" • 7/711111"I A. LYNN MILLER, P.E. KEN 58705 • • • • • • • • • • • • • • as • • • • • as • • •• •• • • • •• •• ••• • • • ••• • • WIDTH 2 -�••� WIDTH 1 II II / II I II / II HEIGHT I' II / If 11 II II II II FRAME WIDTH - WIDTH 1 • WIDTH 2 2 t_��q ALUMINUM REINFORCEMENT #19509, 6063-T6 STEEL 10 REINFORCEMENT #19532, A36 STEEL PRODUCT REVISED at complying with the Florida lniil pt- cbde i� 0614,408 Accoptattce No a618 B 'mlian Date Revision Mimi / Miami e saduCl COMB Revised Fry: Dole: Revlmon. SC 17/21/15 NO CHANGE ® Description: nrovn Ry: MULLION CAPACITY J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Del N. VENICE, FL 34275 STOREFRONT SYSTEM DETAILS - LM 10/05/12 P.O. Box 1529 NOKOMIS, FL 34274 Series/MndnL 5c0 le: Sncet: Drotring No. EA: CERI. OF AUIH. #29296 SS-3500 NTS 9 OF 10 MD-3500-LM ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR FOR CLARITY, ANCHOR PLATE FOR CURVED C HEADERS, Ct MAY BE WE 5.000" .969' ,.000' 4.192' .—ram �• FRAME TRANSOM ��HEAD, SILL & JAMB BASE #19501, 6063-T6 #19502, 6063-T6 4 752' 4.1 tit" 03 FLAT •342" SNAP COVER #19505. 6063-T6 2 908' �i 1.521' 1.121' .082' 1.121" .062" 187" 0 ALUMINUM REINFORCEMENT �( 5)FLUS� 1BEAD �6 FLUSH BEAD, #19509, 6063-TB �i#19503, 6063-T6 #19504, 6063-T TABLE 10: Dwp:# Deecdption Material 19S01 Frame Head, lamb, 5i 11 6063•T6 Alum. 19502 Transom Base 6063T6 Alum19505 PS Flat Sna Cover 6W3-T6 Alum. 19509 Aluminum Reinforcement 6063T6 Alum. 19503 Flush Bead, 9/16" W53-T6 Alum 19504 Flush Bead 1• 4" 6063--TS Alum. 7 1 19S31 Anchh rChannel 4" 6063-T6 Alum. 19532 Steel Reinforcement A36 Steel 1652 Setti Block 3 16"x7/16"x4",Duco=8S+ -S EPDM 1704 IGSetlin 8lock316"x1-332"x4",Duro=85+/-5 EPDM L 13144 Glazl Gasket Bead Duro=65+-S EPDM 19543 Glazi Gasket, Glazin Le Dum=80+/-5 Sanloprene Silicone Backbeddi : Dow 791.795.GE7700 2870 Ed etech I.G.7/16" Su er•S cer SO 712X112 #12x 1• 2" Hex Washer Screw, Assembly Stainless Steel 53 76858 06 X 1-5/8" Bugle Head Ph. Screw, for Curved Bead. Stainless Steel 6 094' 1.653' i ANCHOR CHANNEL #19531, 6063-T6 4.750" .169" �1.125" STEEL 10 REINFORCEMENT $19532, A36 STEEL 'RY PRODUCT RD a with th complying with the Florida ❑# Acc,pin'eNo5- 0612.0113 • • • • • • • • • • • • • • • • • • • • • • • • • • • • � /r • 'Sp�V IYNN 4%, • t' ,��• .. Cce i r _ Reviscd By: Oa1c: Revision: P-, kmkm Dknc r By , Miam' Product •• • • ••• • • •• • • y .tea .• etit�EtiS'F, 9 L Revised By: fMle: Revision: ode • fir•• ''; ' SC 7/21/15 NO CHANGE EXTERIOR No. 58705 . • . • • • 000 • •... Yj7r�,21 IS . � r .;= �•rNT` OP t �� ` \ -- 1070 TECHNOLOGY DRIVE Bcscrlprion: MATERIAL/CORNER DETAILS TiBe: Brown By: J ROSOWSKI Ibb: • •• • • • • • • • • • • .. •�OR,D1•.• VENICE, FL 34275 STOREFRONT SYSTEM DETAILS - LM 10/05/12 • •• ,'� �o<. P.O. BOX 1529 • • • • • • • • • Ir.44',j C�,c •'rr /`••"!%��- ��` NCKOMIG, FL 34274 Senn/Model: Scots: 5neeo Growing No. Rev: A01. MILLkIR,PE' NTS 10 OF 10 MD-3500-LM CERT. OF AN UTH. J2929G SS-3500 A P.E.x 69705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • M IAM 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.mtamidade.aov/cconomY PGT Industries, Inc. 1t 1070 Technolflpry Drive SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. R�R 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 Lone. - DESCRIPTION: Series "SE-35i0" Outa ping Aluminum Storefront Entrance Door /wo Transom — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-3550-LM, titled "Storefront Entrance Door Details - LM", sheets I through 11 of 11, dated 10/05/12, with revision A dated 07/21/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration. date by the Miami -Dade County Product Control Section. TSSILE IMPACT RATING-. Large And Small Missile Impact Resistfnml 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 be$n f N and there has bee? • • • • no change in the applicable building code negatively affecting the performance of this emduct: ...:. TERMINATION of this NOA will occur after the expiration date or if there h4.lX1.a revision or change • • •, in the materials, use, and/or manufacture of the product or process. Misuse of this NQA as an.endorsemeM of any product, for sales, advertising or any other purposes shall automatically termin to thiy90A7 Failure... to comply with any section of this NOA shall be cause for termination and removal of WA. ; • • • • • : • • • ADVERTISEMENT: The NOA number preceded by the words Miami-IZ�,c�e„gount;, OPjorida, and*:: followed by the expiration date may be displayed in advertising literature. If%ny*pOrtion pf jig NOA•i;..;. displayed, then it shall be done in its entirety. ;"... . • INSPECTION: A copy of this entire NOA shall be provided to the user bp*the mans&cptr or tts • diskr'butors and shall be available for inspection at the job site at the request of the Building Official.' This NOA revises NDAt# 1Z-11.02 d consists of this page l and evidence pages E-1 and E-2, as well as approva document mentioned a ove. The submitted documentation was reviewed by Manuel Perez, P.E. �I12, , 5 ExpiraAtpiopnrgDvaJa, 17, 0 30Za�De:uy ae PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1005.02) 2. Drawing No. MD-3550-LM, titled "Storefront Entrance Door Details - LM", sheets 1. through 11 of 11, dated 10/05/12, with revision A dated 07/21/15, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted tinder previous NOA No. 12-1005.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 06/05/15, 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 Resoui;es J%ER). • • • • • • ...... . ...... . .... . .. ..... ...... .... ..... .... .... ...... . . . . ...... .... % Manuel P r , P.E. Product Control. miner NOA No.15-0612.09 Expiration Date: January 17, 2018 Approval Date: July 302015 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butaeite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed, ASTM D395B 22 IIRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated June 2, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 2, 2015, issued by manufacturer, signed and sealed by Anthony Lytm Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7137, dated 12/10/12, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. -Notice of Acceptance No. 12-1005.02, issued to PGT Industries for their Series "SE 3550" Aluminum Outswing Storefront Entrance Door w/ Transom - L.M.I." approved on 01/17/13 and expiring on 01/17/18. ...... ...... . ...... .,.... .... . •• •...• .. .. .... ...... . . . . ...... ...... .. . . ... . Manue Pere Product Control Eg' ' er NOA No. 15-0612.09 Expiration Date: January 17, 2018 Approval Date: July 30 2015 E-2 OF THE FLORIDA 13UILDWO CODE. MNIOULIMI4G THE HIGH VELOCITY EVALUATIONS WERE SOUTHERH'PM ABI �AND OUI IEEDD (AU, µANCHORS WERE ZIVNGTHE ANCHIORMUM 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. IX 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. ,1 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 1, SHEET 2. INSTALLATION ANCHORS SHOULD BE SEALED. ALL FRAME AND PANEL JOINTS MUST BE SEAM -SEALED. OVERALL SEALING(FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM El30D, SEE SHEETS e, 6 e 8 OF 11. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURALTEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13D0, SEE SHEET 3 OF 11. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 9) DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 10) REFERENCES: TEST REPORTS FTL-7137; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSYAFBPA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. i MAX: 37/8' MA)% �— TFIRESI�k:D"�%� ANOLE,SE) SHEE7i1 �. 75-11' MAX. WIDTH 17-7/8" 69-1/2 MAX. DLO 18-112" MAX. DLO 82-15116' MAX. DLO O O D SHEET 28-9/11L MAX. DLO �j A SHEET C C 4 SHEET 97+314 Mo. 6 4 EIGHT II _ f ....... __ O SEE O.C. SPACING ON TABLES 5 A 6. SHEETI LV F E / SHEET 4 —�- �— 6- O.C., TYP. I I SHEET 3718" MAX. 1"�— 3 4 ANCHORS REQUIRED t 39.1/2" MAX. WIOTH AT ALL DOUBLE DOOR SILLS, CENTER OF ' ASTRAGAL TYP ELEVATION OF STOREFRONT ENTRANCE DOOR) SHOWN WITH/WITHOUT OPTIONAL TRANSOM INSTRUCTIONS: 1) DETERMINE THE BUILDING'S REQUIRED DESIGN PRES"E UbIRSTHI•ASSE 7 SMNDARD. THE PFWNICTS DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. • • \,� \A l 1I114 2) DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET.• • • • • • • • •VI 3) VERIFY THAT THE CHOSEN SILL HEIGHT MEETS THE REQUIRED POSITIVE DESIGN PRESSURE FROM TABLE 2, SHEET 3. ." No. 58705 ' 4) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO ANCHORAGE FROM TABLES 3 OR 4, SHEETS 5-6 BASED ON YOUR SHIM SPACE. ANCHOR TYPE AND THE QUANTRY OF NCH �EOUIRF� TO ATTArN THE REQUIRED DESIGN PRESSURE. - ' TI ,'. 7r�ll IS U - • • ••• ••• • 5) JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 4, SHEET SAND HAVCW CAW&ATED FCJ THE P f DUCTS MAXIMUM DP. `OF ,• �-/\' ' A 8) IF THE DOOR IS AT TO A STOREFRONT WINUDW THROUGH A COMMO!WbLION, DE'T€FVMNE MULLION DESIGN '.. �; �S,� PRESSURE FROM TABLE 7, SHEET 8. 000 • • • • • OW, / 1j11111111�1 ` 1 7) THE LOWEST DESIGN PRESSURE FROM 3.4 e 6 ABOVE. SHALL BE USED FOR THE ENTIRE ASSEMBLY. A. LVNN MILLER, P.E. P.E.q 5g706 • • • • • • • • • • ••• • • • ••• • • IMPACT RATING RATED FOR LARD 8 SMALL MISSILE IMPACT RESISTANCE 771 FORAIiAiED "" °° _ _ STOi�FJ?FLONT, SEE T_x-__ �-__� I�SEPA�+LTEAPPROVAL I III E II II II I I I I I II I !1 I Revision: Revised Py' Dnle: Revision: SC 7121/15 NO CHANGE • Description: ELEVATION CONTENTS GENERAL NOTES.......................1 ELEVATIONS ................................. I ANCHOR TYPES ........................... 2 GLAZING DETAILS ........................2 VERT. SECTIONS... ....................... 3 HORIZ. SECTIONS ........................ 4 HEAD/SILL ANCHOR DP ............... 6-6 JAMB ANCHOR SPACING.............7 MULLION DP .............-- ...............8 EXTRUSION PROFILES................9 PARTS LIST/CORNER DETAILS HARDWARE ... _.............................. 11 PRODUCT REVISED . complying with the Florida Building Coda Acceptance No No B 'ration ale /lQ� 9) Mi Product J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: UO1e N. VENICE, FL 34275 STOREFRONT ENTRANCE DOOR DETAILS - LM 10/05/12 P.O. BOX 1529 NOKOMIS, IL 342/4 Series/Modal Srnle: Sneer: Droning No. Rev. CERT. OF gUTH #29296 5E-3550 NTS 1 OF 11 MD-3550-LM I A SPIV LAMNATED 9ne' LAMINATED GLASS STACK 1I4' HEAT- I GLASS STACK 1/4' ANNEALED GL*44 STRENGTHENED CLASS .09ANNEALED SS PVB - 114' HEAT - /STRENGTHENED 43 GLASS TABLE 1: 11/16' GUSS11116'GLASS 44 ..�..— _<w..�,-�...,,.M,...M..Mw .„vm0..� NOTESBITE BITE Type Description S1Aslrete EON Embal. O.C.I -1)AW40 RMUSTF7C 5A 0Is)anca menl Distance 'MMONUM'OF 3 TIMADSE CD p14 SS S. Pine 1' 1-y8' 1" ^.; METAL-f` ERI R EMEawa 58 A SMS(GS) "-'ur TS 318'--IW--bfr=,.,2YiAW�INi'im y�Y g74start ora410Sr. ..run GLASS TYPE A GLASS TYPE B " $ '°` 2: kst lbarrete •• Z-'1iY• —1-318'- i 3'—t c�iaiT F DC ' ud• steel U11mcen 6r M Cyd I 1-aW 4 HOLLOWDLOC KLY® FO C w—w o 2=�177 it4' 8' J S6LESLE - 1/4' 410 SS OeleFler _ Hokow Block' -fife i• 4 on4'LAMINATED � GLASS STACK �—�— I�I Ia/Is' IG GLASS STACK 511E' steel Ukfecot Holowillock' 3.11 -1/4' ,T3)'ALt;'ANCHOR'.HEAOTYPE6 ARE ALLOWED. V4' 41D SS CGeteFlex 3.35 ksl Concrete 2-t12' 13/4- 3• ona•LAMINATED I �SSSTACK I 1 O 3.52 kel Concrete 3-tI6' 2• 3 •SEE iW HEAT• 1 1µ-ANNEALED - 5J16• Steel Ukracon Grool4=tked CMU' 2-1/ 2-1/V ' SHEET 1, GENERAL STRENGTHENED GLASS GU53 7/16• AIRSPACE 3/6' Luge Diamsits 3 ksl Concrete 3' 1.1IY 4' NOTE 3. 1/4'HEAT- 114'TEMPERED E ITW Tapcon Hdow6lock' 3 1-112' -OW 3G - GLASS ENED .090'90 GUSS GLAZING NOTES: 11/16• GLASS /14 11/16' GLASS 44 PVB' = 'SG' .090' SUTACITE®FF�IlBB BY KURARAY AMERICA INC. KURARAY AMERICA, INC. BITE BITE = .OW $ENTRYGLAS�BY CO 41 30 EXTE-n R 58 EXTFRIOR 5B a a GLASS TYPE C GLASS TYPE D laneta. QRW LAMINATED Gins STACK _.._ � lann•ro. 9116' LAMINATED GLASS STACK GLASS STACK GLASS STACK 1/4'HFAT-�`j�. STRENGTH 1/4•HEAT- STRENG TT�� GELNh,/�7/16'/URSPACE ASS GEUN9Se\\7/18'AIRSPACE ,090•PVB-11�ppe.Il99�Ila •.{II/I� 1/4'TEMPERED •Dgg'SG_ 1ll�IIGIYIf Irtl'I 1/4'iEMPEREO 11/16' GLASS 11116' GLASS o. 41 .... 39 41 • • • • • • • �.�� h�„�Y, LYNN fib 5il • • • • �•?��•.•• L�`Ng�; (�. , EXTERIOR FX1ERgR • • • • AI • j1 T1 a GLASS TYPE F • • • • • • fio S;,/05 �+ • ••• • ••s p'. •� i S 2 NOTE: • • • • • • . Is, ; r2 GRiOR ...• �'�� 1) GLAZING FOR ALL GLASS TYPES MEETS ASTM El300 FOR ALL APPROVED DOOR PANEL ANDIANS*JIZE't. • • • • �� S� •fir-Y•,��\`� 2)ITEM M5616 REWIRED AT I-1/2' FROMEACHENDAND13.1l2.O.C. ••• • • • /1/0/111I A. LYNN MILLER, P.E. P.E15e705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED m complying with the Florlda 1hAldhI9Cod- 15_Mjf.oq Acttpt--No l/�i8 iralion Dote Revision: By Nllelni ade Produet C' RevisM By Dale: Revision: SC 7/21/15 INTERLAYER MAN. DeSc6ptivn: DraWA BY; GLAZING DETAILS J ROSOWSKI 1070 TF(,HNOIOr:Y DRIVE N. VENICE, FL 34275 FW: STOREFRONT ENTRANCE DOOR DETAILS - LM Dole' 10/05/12 P.O. SOX 1529 Series/Model• Scole: SE73550 NITS Sheer: 2 OF 11 Drawing No. MD-3550-LM Rev: A NOKOMIS, FL 34274 CERT. OF AUTH H29295 CDNCRETE PER ANCHOR EDGE DIST. INSTALLATION OPTION REQUIREMENT INSTALLATION ANCHORS THROUGH INSTALLATION TRANSOM XSECTION .._.......;....r_...., .,_•_ .. 1 X BUCKSTRIP INTO MASONRY. —.... .. ... CONCRETE PER ANCHOR OPTION INSTALLATION •. REOUIREMENT {EDGE DIST. i+- INSTALLATION ANCHORS % > OPTION EMBEDMENT I INTO 2X WOOD. INSTALLATION 2X WOOD BUCK ANCHORS DIRECTLY • ' ° EMBEDMENT OR FRAMING EDGE DIST. �-- INTO MASONRY. • 12' MAX. SHIM 1XWOOD � / EMBEDMENT REQUIRED 10 BUCKSTRIP, AT EACH B SEE NOTE 2, AIJCFIpR R� THIS SHEET. -�--- 1/2" MAX. SHIM OPTIONAL it it aLAMI IG TYP. ANCHOR 12. MAX EXTERIOR GLASS 46 N II TYPE, SHIM a L 111Lr EMBEDMENT AND EXTERIOR .EXTERIOR EXTERIOR 13 EDGE DISTANCE U II t t I TYP. ANCHOR TYPE, i 52 PER SUBSTRATE, a TYP. ANCHOR TYPE, a 12 EMBEDMENT AND SEE TABLE 1, EMBEDMENT AND I EDGE DISTANCE PER 9 I SHEET 2. EDGE DISTANCE PER II SUBSTRATE, SEE SUBSTRATE, SEE 50 Y10 X 12' FH SIDS, 2-U2' FROM TABLE 1, SHEET 2. TABLE 1, SNEE7 2. EACH END AND 10-718. O.C. -- 52 M72 f 1L11—� FRAME HEIGHT 44 21 NOTES: 43 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS. FOLLOW EMBEDMENT, EDGE OPTIONAL OPTIONAL DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 2. ANY INSTALLATION L IG OPTION SHOWN MAY BE USED ON ANY SIDE OF GLASS VISIBLE THE WINDOW. ALL ANCHOR HEAD TYPES ARE 22 LIGHT ALLOWED. HEIGHT TABLE 2: Water -Limited (+) DP Nominal Sill Haiphi Pan 8 Meet. (+) DP Allowed Saddle, 114' 15 ON Required ADA Sill, 112- 14 8 18 20 psi 1-12' 14 8 17 50 psi 3' 14 6 18 80 psi 43 45 2) ALL WOOD BUCKS LESS THAN 1-12" THICK THE LESSER VALUE OF THE ABOVE ARE TO BE CONSIDERED 1X INSTALLATIONS. IX TABLE AND THE DP TABLES DETERMINE EXTERIOR 40 WOOD BUCKS ARE OPTIONAL. UNIT MAY BE THE WATER LIMITED (+) DP. /t INSTALLED DIRECTLY TO SUBSTRATE. WOOD \� 1g BUCKS DEPICTED AS 2X ARE 1.17 THICK OR �\ THRESHOLD GREATER. IX AND 2X BUCKS (WHEN USED) EXTERIOR COVER SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK OH LENGTH DESIGN AND INSTALLATION IS THE 2 RESPONSIBILITY OF THE ENGINEER OR DOOR ASSEMBLIES ARCHITECT OF RECORD. MAXIMUM SHIM INSTALLED WHERE THE THICKNESS TO BE AS REQUIRED BY TABLES 3-8, OVERHANG (OH) RATIO IS REFER TO SHEETS 5-7. EQUAL TO OR MORE THAN SHEET 11 64$9 /- CD 1 A EXEMPTED FROM OF 11 FOR w WATER INFILTRATION MIN. THROW •r�_. 17 FOR ITEMS 15-18, _ I SEE TABLE 2, = AND THE FULL (+) DP MAY REQUIREMENTS I I 1-12• BE USED. SEE TABLES 3.7. I I THRESHOLD THIS SHEET. 5 COVER OPTIONAL OH LENGTH ){-1i-- ADA OH RATIO OH HEIGHT 45 II 18 THRESHOLD BUO FLAP T COVER • • • 75 SADDLE • • • • • i- EDGE DIST. INSTALLATION OPTION INSTALLATION ANCHORS DIRECTLY INTO METAL. ,� v1I--__ • • THSESIIIOLP • • �� • s i(�N.SF tF0 INSTALLATION + No 58705 'r = OPTION "'"`a"""•"a'""'�' ' '"`•- -1/2* MAX. SHIM OR S KSI INSTALLATION ,• NON -SHRINK, NON-METALLIC (i§OrL • • • • ANCHORS DIRECTLY UT •dPMC, _ - ;O Yi : �5 iU •�<,I 1070 TECHNOI O(;Y DRNF .. FULL LENGTH • • • INTO MASONRY. �� UTYPE, • 9,' •• .H ,r�) '•• S -fi - y • EMBEDMENT GMSEDr1ENFAM • ,; . '` N. VENICE, FL 34275 EDGE DIST. �- • WSE DISTANC&PE1i • 'SEE • • • SUBSTRATE, BE! • .p i, ��*' ��.!-IOC; �( LC ��' • P.O. BOX 1529 NOKOMIS. hL 34274 SHEET 10 OF 11 FOR REQUIRED ATTACHMENT OF THRESHOLD ANGLE VERTICAL SECTION B-B TABLE I, SHEET 2. 41; MN4L7-'A,PE --- CERT. OF AuiH. �'29295 P. 58 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12' MAX. SHIM x APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE TABLE 1, SHEET 2. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 2. REINFORCEMENT IN TRANSOM SILL REQUIRED FOR ALL DOORS USING REINFORCEMENT IN VERTICAL MULLIONIJAMB VERTICAL SECTION D-D PRODUCT REVISED as complying ,vith the Florida cc inq code Ac Acceptance No Revision: Uale?sussedR _ Dote: �,,,,Atmon roduct r Revision: SC NO CHANGE Description: I Drown By: VERTICAL X-SECTION J ROSOWSKI Title: Wte: STOREFRONT ENTRANCE DOOR DETAILS - LM 10/05/12 SerrcslModel: r-1,, I Sheet: 1 Crowing No. Rev: SE-3550 NT5 3 OF 11 MD-3550-LM A EMBEDMENT CONCRETE/CMU PERANCHOR REQUIREMENT "• EDGE DIST. 1 112" MAX. SHIM EMBEDMENT CONCRETE/CMU PER ANCHOR , REQUIREMENT - TYP. ANCHOR , TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 2. EDGE DIST. 1t2' MAX, SHIM �{ EMBEDMENT 2X WOOD DUCK OR FRAMING _ EDGE DIST. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 2. 1/2-MAX. SHIM --j INSTALLATION OPTION INSTALLATION ANCHORS DIRECTLY INTO MASONRY. IX WOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. "XX" CONFIGURATION INSTALLATION OPTION INSTALLATION ANCHORS DIRECTLY INTO METAL. —� r- tr -, OPTIONAL ,\ �� i �, / 1 88 89 PANIC BAR C52� OPTIONAL -- I 43 I 25 I 147 6465 3-POINTLOCK i---------I I OPTIONAL 21 I - 55 6 I / 4 22\ a ...........__. LAMIIG GLASS INSTALLATION OPTION INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EXTERIOR V INSTALLATION OPTION INSTALLATION ANCHORS INTO 2X WOOD. � e /f ir+Jdtl u C0 APPROVED MULLION, ALUMINUM, - STEEL FRAMING OR STEEL STUD, SEE TABLE 1, SHEET 2. �flEDGE DIST. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2. I VISIBLE I \ �(aq) 50 FROM EACH END AND 15' O: \ 82 MIN. 7" LONG 21 EXTERIOR C 2' LIGHTWIDTH y'1 U 1/2' MAX. SHIM FRAME WIDTH _ .......... HORIZONTAL SECTION A -A NOTES: OPTIONAL -- -(11 REINFORCEMENT, 1) USE ONLY SUBSTRATE EGRESS FORMULAS OPTIONAL REINFORCEMENT, 23 ,,,,._..• .� -, SEE SHEETS I -, APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE (X)FRAME WIDTH -63l8" SEE SHEET 8 r- I r 1 1/4• NUT 8 BOLT, DISTANCE AND SUBSTRATE (XX) FRAME WIDTHt2 -4" M10 X 3/4• PH •'- �� I u I _-- - ��-(- n ,� I 24" FROM EACH END AND 24' REQUIREMENTS PER TABLE 1, FRAME HEIGHT - 2-318' SMS, 3' FROM -- I II I 1-3/8" I I MAX O.C. SHEET 2. ANY INSTALLATION THRESHOLD HEIGHT (FROM EACH END AND I III �� I I u OPTION SHOWN MAY BE USED TABLE 2, SHEET 3) 8.1/8" MAX O.C.. 1 �j I. II ON ANY SIDE OF THE WINDOW. 20 1 I rN u I I II I Ill l ALL ANCHOR HEAD TYPES ARE I EXTERIOR II 1 n I (! II I ALLOWED. I z �� 2) ALL WOOD BUCKS LESS THAN ,',,,� 1 ----� I 1-1/2'THICKARETOBE CONSIDERED IX INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED 9 I DIRECTLY ! I SS EPICTED AS 2X "X" FOR hTiltE4 �TORFFRONT; FOR ATTACHED STOREFRONT, ARE 1.1/2"THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) CONFIGURATION SEE SEPARATE APPROVAL SEE SEPARATE APPROVAL SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK THROUGH TRANSOM JAMB THROUGH DOOR JAMB DESIGN AND INSTALLATION IS ----_"-"`- THE RESPONSIBILITY OF THE HE OR ARCHITECT OF HORIZONTAL SECTION E-E RECORD. MAXIMUM SHIM PRODUCT REVISFd) THICKNESS TO BE AS REQUIRED a a complyin` wllh the FIMIda BY TABLES 3.6, SHEETS 5-7. Building Code 15 o mcq • • • • • • • Acceptance ,o 1 imlioll Dnle • - • • • • • •\� LYMd //� - Reaised By: Dale: Revision' • •• • • • • ••`•�\� .V• P 'j' Miami PtoduclCon of • • • • • •� •, �' �- /-- Revised R Y Date' Revision: • • • • • � . • • = ' No. c,r 7D5 SC NO CHANGE _ Desciipfron: • • • • • _ - `• 7 a: • 1 1S j<� ® HORIZONT 1070 TECHN01 OGY DRIVF title • • ••i10RINTAI• • • •• : • �/ �� °TA �`�. • EXTERIOR S�CTIUq It- • • F<<�•ttTr• •' , ' • \�>,`� �- `'��` N. VENICE, FL 34275 P.O. BOR 1529 STOREFR S,LslModet: • • • • • • �•,`/(-�( NOKONIS, -L 34274 A.IL1/fIt1 MILLER P.E. P.E.N 58705 SE-355 CERT. OF AI1TH. a2929fi • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Drawn By: AL X-SECTION J ROSOWSKI Dole: ONT ENTRANCE DOOR DETAILS - LM 10/05/12 Scale: Sheel: Orowin9 No. Rev: 0 NTS 4 OF 11 MD-3550—LM A TABLE 3: Doa MA- Head/SiI ADchor OUS"W 1t48ti ftocity 1psn; _____(1/4•IIAin4t9Nn5A1.3Spece) . 'gonsinsism, L Anchor "A' I UmthwTV9491P Andtw AnchorTypeoIr I AnchorTypemEw rroae YEI18h Frans A2 1 A3 M 122 4 83 1 B4 C2 " C3 G D2 03 1 D4 E2 I E3 E4 h 721r1 Ma 12W 109.2 90.2 789 70.1 =a 120.0 Imo =0 13fl4 IM2 1M0 MO MO MO 1M0 12MO = MO MO MO 12D0 MOO 1M0 I MO 1mO MO 7M0 3Ma 120.0 =0 1200 I= 1M0 120.0 110A I= MO MO MO 115,E MO 32fio 1M0 1M O 1M0 MO Imo Ma MO MO Mo 1M0 1M10 120.0 MO MO 120.0 1M0 Imo I 1M0 I MO 12U 1MA 1MA Mo 120.0 120.0 MO ]Mo MO. 120A 1 1McI I MO 120A 170.0 12DA Me 1M0 MO 1M0 IMO MO 120,0 1M.0 W.0 1M0 1MA IMA 30 in 361n u in 481n 541n 60 in 63.1 947 MO f010 1ma 120.0 1D4.0 1M0 12D.0 IMO 1MA 12MO MO. IMO 120.0 Win 57A KI 1148 99.1 MO =0 9CS MO Mo 1112 2MA 12MO 119.5 1M0 ]]DA 721n 52.6 799 LG2 90.9 12MO MO 16.7 7M0 MO 103.8 220.0 1m0 100.6 MO SM.O 241n 781n Imo 1165 IF F2 72e IMO 12MO lMo 2200 109.2 1M0 MO I20.0 Mo 12MO Mo MO Imo Imo MO Me MO lino 1M0 1M.0 ]MO MO ma Mil 1M0 1M0 Imo MO Mo 1M0 220.0 MO 12MO MO IMO MO MO 1M.0 MO 12MO IMO MO 1m0 MO MO 1M.0 1M.0 MO 1MA IMA MO 1m0 =0 1M0 MO MO ]MO 22MO MO Me MO 1m0 3m0 1M0 MO M. MO IMO 1&0 MO 301n 36In 4lln WIn 541n 64.7 911 IMMO 21L8 1M0 MO 1o67 MO 120.0 Imo 1M0 MO MO 1m0 120.0 601n 51.3 87.4 II&S 2007 1M0 120A 960 MO MO 2110 1M.0 12U 120.0 12MO 120.0 66tn 53.0 7A5 IMMS 91.5 MO MO $7.3 1M.0 MO IOLS 1MA MO 110.3 iMo Imo 721. 49.6 R8 97.1 83.9 MO 120.0 MO 120.0 MO 95.0 MO MO 101.1 1M0 1M.0 841n 12MO 2082 90.2 773 67b 1M0 1M0 1M0 11L9 10L4 120.0 IM0 Imo IMo 1M0 =0 1MO 1m0 1M0 116.8 MO 1MO ]mo IMo MO MO lino 1m0 IMO 1M0 Imo Mot 1M0 220.0 111.4 1MO 120.0 1Mo IMO 120.0 1lOD t10.0 Imo IMO Imo 1MO MO 1M0 =0 1MO 1MA 120A 1MA 1M.0 1MO 120.0 3mO 120.0 1m0 =0 1MA 120.0 1M.0 1MA 120.0 10ImO 1M0 1M0 2MO IMO 1M0 1M0 1M.0 lino rZ41n a0.1 90.2 IM0 jail 2M0 IMO 990 1MO IMO 1186 1MA 1M0 1M0 iMO ]MO 541 BL2 1082 93.5 Mo 1M0 all Imo 120.0 1067 1211.0 1MO 112.7 120.0 MO 4A2 73.5 9L4 &SO 1m0 =a SLID MO 12MO 97.0 120.0 MO 102.4 IMA =0 7I In 4L1 67.6 90.2 77.9 1168 1mO 743 131.4 MO 810 3MA Imo 93.9 Imo 120.0 24in 301n ]MO IDLO 1M.0 1M0 1M0 MO 1M0 MO MO ]MO MO MO 1M0 1M0 1M.0 120A Mo 1m0 lino 1M0 M.0 12U IMO =0 MO 1MA 1M0 Imo 120A MO a61n 942 MO 1m0 MO lm0 Imo ]MO 320A ]MO 1M0 I= 1M0 120.0 1m0 Me 421n 71.1 105.2 Imo 120.0 MO 220.0 1fa.9 1M0 MO ]MO MO 1M0 MO 1M.0 1MA 481n 5411, 901n 63.1 9L7 Mo IWO MO MO 101.0 MO 1m0 1M0 MO 120.0 320.0 Imo 12MO 56I 842 112.2 969 MO 12MO 92.4 1m0 Imo 110.7 MO 1M0 116.9 IMO ]M.0 WIn SOLO 75.7 201.0 87.2 MO IM0 83.2 1m0 Imo 99.6 120A 1M0 305.2 IM.O 1MA 661n 45.9 689 918 79.3 119.0 Mo 75.6 1115 ]MO 90.6 IM.O 120.0 95.6 IM.0 IM.0 72In 42.1 63.1 84.2 72.7 IMO 1MO 69.3 W&O MO 910 1MA IM.O 87.6 Imo ]M.0 24in IM2 Imo Imo 120.0 120.0 120.0 %MO MO MO MO Imo Mo IMA MO 220.0 Min 93A Imo MO 120.0 Imo MO 1M0 Imo MO 1m0 1M0 120.0 MO 1M0 MO 361n 77.S 1162 1M0 120.0 Imo 220.0 MO lm0 MO MO MO MO 1M.0 12MO MO 421n 48M 97.75 in 66A 99.5 2M0 114.7 MO ]MO 109A 320.0 =0 MO 12MO MO 1MA MO MA 5LI 972 1162 IMM4 MO IMO SL8 ]MO =0 114.7 MO MO IMA MO 120.0 51 In 31.7 773 =3 M,2 170.0 120.0 95.1 32QO Imo 101.9 120.0 120.0 107.6 12MO MO Win, 46.5 69.7 S10 80.3 Imo 1M0 76.6 114.9 12MO M.7 Imo MO KII SMO Mo 661n 42.3 63.4 54.5 73.0 lOR5 ]MO 6%6 10-LS MO 113A M.0 220-0 SOLO 120-0 120.0 721n 387 S61 77.5 66.9 IM4 MO 63.8 91.8 1M0 764 114.7 120.0 811 MO 320.0 241n 301n 111A 89.1 120.0 ]MO 1M0 12B.0 MO Imo 12MO Imo 120.0 MO Mo 12M0 12a0 120.01 I MO MO MA MO Imo 12DA 120.01 120.0 M.0 112&0 MO 1M0 1M.0 mo ' 743 111.4 =0 MQ, MO 220.0 12U0 120-0 Mi0. ]MO ]MO mo 0 4010- B.7 95.5 220.0 '�1M0 1M0 9 0 1M0 Imo Imo 1200 1M� MoM. M: SL7 S35 I 4 ]MO 220.0 IMO IMO f09.9 1M.0 120.0 116• 1M0 1 Slin Win 6.5 743 no 85.5 IMO 120.0 1L6 Imo IMO 97.1 120.0 1m0 1011 0 4CG -kill 1&1 77.0 IM 1M0 73A 1m1 7M0 p.9 120.0 120.0 92- .0 Win 405 W..S BLO 70.0 1DS0 1M0 667 1001 Sm0 79.9 119.9 120.0 84.4 1200 IMO Door Mullion Head/Sill Anchor Cluster Load Capacity (psf) (1/4" Maalm en Shim Space) Nominaldm. AnrhorT 'A" AtRhorT "9' I Anchor 'C' I Andwr 'D' I Andtor 'E" From" NAdth Frame "Eight A2 I A3 A4 82 03 84 C2 I C3 C4 D2 D3 D4 E2 E3 E4 24in 1051 94.2 701 12QO 1M0 105.2 12MO 1M.0 120.0 1M0 120.0 120.0 12Q0 120.0 MO MO 120.0 12010 120.0 MO 11S.6 IM.O MO MO 120.0 1M.0 120.0 120.0 12MO 120A MO MO 12OL0 120.0 1 =0 1200 12OLD 120.0 120-0 12MO 1200 12601 120.0 MO MO 3D In 361n 421n 60.1 90.2 3m0 103.8 MO MO 99.0 120.0 120.0 11&6 1M0 120.0 1M0 1M0 1&0 41 In 108In SL6 ]89 305.2 90.9 D0.0 1M.0 867 ]MO 103.8 1M0 ]MO lo9b IMo 1MA 94 in 468 MI 93.5 10.8 1M0 1M0 77.0 1M0 92.2 MO IMO 97.4 1M0 120.0 60 In 4L1 63.1 $4.2 7L7 109.0 1M0 69.3 120.0 83.0 Imo 220.0 97.6 1m0 MO 661n 363 57.4 76.5 66.1 99.1 1M0 63.0 MO 75.5 113.2 32MO 79.7 11MRS M.0 24in 99.7 120.0 1M0 120.0 2M.0 12MO IM.0 120.0 120.0 MO 120.0 120,0 MO 1M0 30in 79.7 119.6 SM.0 1M.0 1200 1m0 lino 12MO 1M0 MO 1M0 MO 1M0 1MA 381n 65.4 917 IM.0 1348 12110 1M0 109.5 MD 120.0 12MO 12MO 1200 1M0 MO 421n 1141n 57.0 BL4 313.9 -4 120.0 SMO 93.5 120.0 1t2.4 1M0 1M0 fiafi MO IM.O 481n 498 74.7 99.7 86.1 IWO 1M0 82.1 0 320.0 99.3 11,:2 IMO 120.0 103.8 1MO 1MA541n 44.3 664 99.6 765 1149 IMO 73.0 5 1MO 87A 1M0 1M0 92.3 1Mo Mo Win 39.9 59.8 79.7 68.9 1133.3 1M0 65.7 12DA 761 1180 IMO BA 1m0 1Mo 24in 9L7 220.0 iMO 1MO 1M.0 120.0 1M0 0 1Mo 1MO ]MO SMO SMO 1MO IM.O 301n 75.7 113.6 1M0 SM0 120.0 SM.0 =0 0 SM.0 IMO 120.0 1M0 1MO 12RO 120.0 361n 6L3 94.TSM.O 1010 IMO 1M0 1040 0 SM.0 1M0 ]MO 1M.0 1m0 1MO 1MA 421n IMIn 50.1 8L2 1082 1 120.0 120A 89.10 120.0 1067 IMo1M.011171Mo1MA481n 47.3 71.0 94.7 8L8 MO MO 7 O 0 1m0 93.4 120.0 120.0 94.6 120.0 1MD541n 423 617 84.2 727 109.0 IM.O 693 0 SM.0 93.0 ]MO 1M0 87,6 1M0 iMA Win 37.9 568 75.7 6S.4 1 98.1 1 MO 614 1 93.6 1 1M.0 1 74.7 1 MI I 12M0 1 791 1143 1211A DOOR liil l WIND 2-1/4' ANCHOR PATTERN FOR ANCHOR TYPES Al. B3, C3, D3 a E3 11 DOOR II WINDOW\\\ 11 u 2A/4• -� 1.�-� SEE TABLE 1, SHEET 2 FOR ALL ANCHOR O.C. SPACING, 4- MAX. ANCHOR PATTERN FOR ANCHOR TYPES A4, B4, C4, 04 8 E4 PIT II DOOR II WINDOW\\\ II II �-- SEE TABLE SHEET 2 SEE TABLE 1 SHEETE FOR ALL ANCC HOR O.C. -2 FOR ANCHOR `( MSPACING. 4' MAX. O.C. SPACINGJ*Aw.; 2•V4' 18FAMhdf4.. Nof Anchds "of Anchors TA/YMNE"lyd Author it Each End Type at Eath End II aEMthon, �Y0" "f Mullion Type of Mdlosn TRANSOM OR i WINDOW A2 4 A3 6 A4 a DOOR II „82----•4..-' ,,, 83 6 84 a II C2 4 ° C3 6 C4 8 02 4 - D3 6 04 a F2 4 E3 6 E4 8 TYP 7 AID ANCH#iPAT KRN--'-c ANCHORflDANTITY VARIES;; DiH t DESION�SSl1RE ..,... ..ry t ran.50705 ' IF COMBINED WITH STOREFRONT • • • • • • • • ='Cl •�• y S� j • • • • • %� •'� ECF SYSTEM (SEE SEPARATE APPROVAL), • • • • • • = C)\•. t SER DESIGN PRESSURE VALUE • • • OFTHE • • • : '\,w F7 4Ni10?• • ('.j DOOR OR STOREFRONT SYSTEM • • • • • • irr`t'�`i / • • (,'��: SHALL BE THE DESIGN PRESSURE FOR • • • • • • O(4J }��' `` THE ENTIRE SYSTEM. •RAYNN 6t1CLk P.E. RE S 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as "omplying wish the Florida Fh,Code No 150'0(01? Accepla ,O iion Dte?Qmu8 Revised By. Dote: Revision: `2 B t!� INtanI ade Product (aorJ( Revised By Oole: Revison: SC NO CHANGE ., p1 Description: Drown By: ANCHOR TABLES @ 1/4" SHIM SPACE J ROSOWSKI 1070 TECHNOLOGY DRIVE 7&Ic Dote: N. FL :29 STOREFRONT ENTRANCE DOOR DETAILS - LM 10/05/12 P.O. B, P.O. BOX 1529 NOXOMIS, FI. 34274 Senas/Model: Scale: Sheaf: Drawing No. Her: CERT. OF AUTH. N29296 SE-3550 NTS 5 OF 11 MD-3550-LM A TABLE 4: Door Mullion Head/S11 Anchor Cluster Load Capacity (psf) (I/1' Maximum Shin Space) Nominal Dlm. Ardwr 'A' Andax a "5" Am1ew 'C' Anchor •'D' Anchor 'E' Fame Width Frame He A2 A3 M 82 B3 B4 C2 tl C4 02 03 D4 E2 E3 E4 Min 1MA 101.7 a47 726 1M.0 12DA 120.0 1069 120.0 12Q0 120.0 IMO 120A 1W.7 a67 716 120.0 12D0 120.0 108.9 MO 12U MO IMO 120.0 I20.0 11SA 99.3 320.0 220.0 12D.0 1200 MO Mo MO 1200 220.0 220.0 220.0 1260 1M0 1M0 1M0 1200 120A MO 1M.0 120.0 120.0 1200 1200 1M0 12MO ]MO 120.0 120.0 120A IMA fM.O IM.O 3oln 36In 421n *in 721n 615 95) =0 635 95.3 1200 Mg 1MO 1MO 110.7 120.0 IM.O IMO 1M0 1200 SI In Gain 565 847 1129 S65 94.7 1119 77.2 125.9 ]MO 914 12MO 120.0 IMO 120.0 IM-O Sall 762 201.7 60.8 76.2 1017 6&5 101.1 120.0 6&G 220.0 OW 1200 IMO IM.O 6610 462 69.3 92A 462 69.3 92.4 632 94.8 1200 aa5 12MO MO 1115 MO /MA 721n 414 6L5 84.7 42.4 61.5 847 57.9 OL9 1139 73.8 1M7 12" 109.E 120.0 120.0 24 in 317.3 120A 1M0 117.1 120.0 MO MO 1MO 12QO 1MO 12a0 120.0 220.0 MD 120D so in 93.8 120.0 IMO 918 SMA 120,0 12a0 120A MG ]MO 12a0 12Q0 120.0 ]MO IM-O 361n 7&2 1173 1M0 7&2 1173 1M0 2X9 1MO =0 120.0 120.0 MO 12010 IMO IMO 42in 49In 761n 67.0 IMS IMO 67.0 IMS ]MO 917 120.0 IMO 1168 120.0 12M 12010 12a0 IMO 58.6 MA 117.3 5a.6 8aA 117.3 M2 1MO IMO 1W.2 IMO IMO 1M0 1MO 1MO 541n 52.1 762 1013 92.2 7&2 IM3 71.3 10&9 MO 90.9 1MA 1W.0 220.0 M10 IMO Win 4&9 M4 93B 469 70.4 93.8 64] %2 1M0 81.6 IMA 120.0 1M0 1M0 MO 55In 42.7 64.0 M3 /L7 64.0 85.5 5&3 W5 1167 74] 111S IMO 11A3 IMO 1MO 72in 39.1 5&6 762 39.1 5&6 762 S&5 W.2 I06.9 66.1 102.2 1M.0 101.1 1M0 SM,O Min Win 1083 87.1 1M0 IMO =0 120.0 105.9 87.1 SMO 1M0 MO 1M0 720.0 11M 1M0 1M0 1M0 1M0 320.0 MO SMO IMO 120.0 IMO 120.0 1M0 IMO 1M.0 IMO 120.0 361n 42in 72.6 1069 Me 72.6 M&9 1M0 99.3 1M.0 ]MO 1M0 IMO 1M.0 120.0 IMO -MU 1M.0 6L2 93A ]MO 62.2 93.4 120.0 85.1 1M0 1M0 IMS 1M0 170.0 220.0 120.0 49In 841n SCS $1.7 1019 54.5 M.7 1089 745 11L7 1M0 949 1M0 1]0.0 1M0 1200 1M.0 S41n Win 4&4 72b 96.8 4&4 71b 968 662 99.3 1M0 164 1M0 IM.O iM0 IM.O 1M0 43.6 E&3 97.2 41.6 03 97.1 5%6 89.4 11&2 7&9 113.9 1M.0 222.7 MO 120.0 Win 39.6 59A 79.2 39.6 '9A 762 54.2 812 IOL3 69.0 101S 120.0 10i4 MO 320.0 721n 363 .6 3&3 S4S 7L6 49.7 745 9913 6L3 94.9 130.0 919 SMO IM.0 24 In 301n 101.7 8L3 Me MO WL7 81.3 IMO IMO 120.0 1M.0 MD 1112 IMO 1M0 =0 MO SMO 1M.0 1M0 1M0 1MA 120.0 IM.O 1M0 IMO ]MO 1M.0 120-0 36In 67A .0 67.8 IOL7 ]MO 92.7 IMO 1M0 1161 1M0 1M.0 IMO 1M0 1".0 42in 5&1 11159aAl 2 S&I $7.1 116.2 79.4 119.2 1MO 101.2 1200 IM.O 120.0 1MO 110.0 491A 541n W In M.8 L7 S0.8 76.2 100 615 104.3 1MO 8&6 IMO 1W.0 MO =0 1M.0 45.2 452 67.3 90.4 61.9 92.7 1M,0 7&7 Hill 120.0 1169 ]MO 120.0 Wln 4U.7 1.3 40.7 61A 8L3 5S.6 83.4 111.2 70.9 1065 IM.O 105.2 1M0 1M.0 6610 37.0 .3.9 37.0 55A 73.9 90.6 752 Mt 64.4 96.6 120.0 95.6 1M.0 1M0 721n 333Fs-ast67.s 33.9 50.8 67.5 4&3 69.5 92.7 59.1 W6 11&1 $7.6 1M0 120.0 Min 93.6 =0 93.6 1M0 SMO Mo1M0 1M0 120.0 1M0 1M.0 1M0 1MO 320.0301n 743 U13 M9 1113 7MO 1024 1MO 1MO 1M0 IMO 1M.0 IMO 1M0 1MA361n 62A 016 62.4 916 IMO 85.3 1M0 ]MO W&8 1M0 1M0 1MO 1M0 1M.0 42in 481n 97.751n 515 Bat 515 8a2 107.0 7&1 IOM7 1M0 9&2 1M0 1M0 IMO IMO 120.0 462 7a2 4&8 702 93.6 6&0 960 1MD 8L6 1W.0 ]M.0 SM0 IM0 SM.0 541e 4L6 Q4 416 6L4 532 563 a53 7138 72.5 SO&8 1M.0 f07.6 1M0 1M0 WIN 37.4 562 37A %2 74.9 S22 768 IM4 W 97.9 IM.0 We 1M0 1M.0 661n 34.0 SL3 34D SLI 6&1 465 6%8 931 593 210 11a5 a60 IMO MO, 721e 31,2 468 62.4 3L2 4&9 62.4 42.7 64.0 853 54.4 IL6 t081 80.7 1M0 1200 24in 30in W.7 71.8 120.0 X0.6 MO SMO M7 71.8 IMO 1W.6 MO SMO 120.0 MI 1M0 1M0 1M0 IMO 120.0 MG 1M0r12D.0 IMO SMO 12QO MO 1M0 IM.0 1M.0 361n "a 99.7 1".6 598 89.7 119.6 819 1M0 I= IW2 IMO 12a0 WW am42in ]02in S13 769 1025 S73 769 U23 MI 1D61 1MA 893To120. IMO 1MAIBin MB 67.3 89.7 M.8 673 8&7 613 92.0 1M0 762 117.2 116 0 l541n SAS 7&7 A.9 99.8 79.7 34.5 81.8 L09.0 W,5 IOL2WIn 359 518 71.8 959 Sib 71.8 4&1 73.6 9&1 Q.5 93A 92 .0Win 326 469 M2 326 46.9 652 M6 Mg 89.2 S6. 84.4 IMO lMA IF COMBINED WITH STOREFRONT SYSTEM (SEE SEPARATE APPROVAL), THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Door Mullion Head/Sill Anchor Cluster Load Capacity (psf) (1/2' M-Imum Shim Space( Nominal Dim. Anchor e'A" Anch.T e'B" An rTwot.c. A."rT 'D' AnoMr P,'E' Frame Width Frame Helght A2 1. A4 B2 03 04 C2 tl U D2 D3 D4 E] I E3 I E4 211. 847 MO 110.0 84.7 12D.0 12010 115.9 120-0 1M0 I 1200 1 12MO 12" 1M0 120.0 1M.0 30 In 67.8 20L7 1100 67.8 101.7 120.0 92.7 12A0 120.0 1181 120.0 1M0 IX30 IMO 1M.0 35 in 56.5 $4.7 112. 56.5 84.7 1129 77.2 115.9 MO 994 1M0 1M0 2M0 1M0 W-0 42in 48.4 7L6 S&S 4&4 72.6 96.8 6&2 99.3 120.0 94.4 SMA IMO 1M0 1M0 1MA 48 In Min 42A 63.5 $4.7 414 63.5 $4.7 57.9 8&9 115.9 73,8 110.7 1M.0 30&8 1M0 1MA 541n 37.6 565 75.3 37.6 56.5 75.3 SL5 77.2 1030 616 9&4 1200 97A =0 1200. Win 33.9 508 67.9 33.9 50.8 67.8 463 69.5 92.7 5911 8&6 118.1 87.6 120.0 1M0 661n 30.8 4&2 61.6 30.8 46.2 61.6 42.1 W.2 813 537 80.5 107A 79.7 119.5 1200. 24 in gD.3 12QO 120.0 BO.3 1M0 12(10 M-11 120.0 120.0 MO 120.0 3200 SMO 1M0 IMO 301n 64.2 9&3 120.0 64.2 %.3 120.0 e).8 iMA 12ao 7719 1MA 1M0 IMO 1M0 IMO 361n 53.5 M9 107.0 535307.0 73.2 1093 1M0 93.1 1MA 1M0 SMO 1M0 1M0 42in 1141n 45.9 688 9L7 45.9 68.8 91.7 627 94.1 SMO 79.9 1199 0 11&6 Mill IMO 48ln 40.1 M2 M3 40.1 61 80.3 51.9 92.3 1W.8 69.9 104.9 0 103.8 120-0 1M0 S41n 35'7 53.5 7L3 35.7 535 71.3 48.8 73.2 97,6 62.2 932 O i 92.3 SMO 120.0 Win 32.1 4&2 64.2 32.1 48.2 60.2 43.9 65.9 97.8 $5.9 W.9 9 83.0 12mo 1M0 241. 76.2 1144 120.0 1015 1M0 SMO iM0 1MA 0 1M01M0 120.0 3DIn 20.091S 1M0 83AIMO 12&0 IMMM3 IM0 0 IMO IMO 120.O 36ln 101.7 50.8 76.2 201.7 69.5 1043 1M0 866 1M0 1200 SMO 1M0 1M0 421n 1201n *�.tM.0 B7.1 416 65.3 87.1 59.6 09.4 I 75.9 113.9 1M0 1217 1M0 120.0 1n762 3&1 57.2 76] 52.1 762 ]O1.3 664 99.7 1M0 906]MO 1200 541n 67.8 339 00.8 67.8 4&3 69.5 92.7 59.1 8&6 11&1 97.6 IMO IM.O Wln 6LO 30.5 457 61.0 41.7i 62.6 83.4 532 79.7 100 78.9 2193 IMO aof Md1on Amher N of MNors Anchor NOf McA0r5 Anther, mF.hEnd xEKhEn4 atExhEnd TY. 4f Milian TV. of 61 Won TYPa of Mullion A2 4 A3 6 A4 8 B2 4 B3 6 114 8 C2 4 C3 1 6 C4 8 D2 4 D3 6 D4 8 E2 4 E3 6 F4 8 ANCHOR PATTERN FOR ANCHOR TYPES A2, 02, C2, 02 & E2 II DOOR li WINDOW\\\ II l SEE TABLE 1, SHEET 2 �- FOR ALL ANCHOR O.C. 2-1/4" SPACING, 4' MAX. ANCHOR PATTERN FOR ANCHOR TYPES A3, B3, C3, D3 6 E3 I I DOOR ii ;WIND;OW\\;\�\) II 11 n 2-1/4" I SEE TABLE 1, SHEET 2 FOR ALL ANCHOR O.C. SPACING, 4' MAX ANCHOR PATTERN FOR ANCHOR TYPES A4. B4, C4, 04 6 E4 I I DOOR q WINDOW\\\ it II n 2.1/4"{I I SEE TABLE I, SHEET 'y1l -- FOR ALL ANCHOR O.C. SEE TABLE 1, SHEET SPACING. 4 MAX. 2 FOR ANCHOR 7- 2 1/4' O.C. SPACING, 4" MAX II OM OR ii WINDOW TRANS DOOR II I1 TYP. HEAD ANCHOR PATTERN. ANCHOR QUANTITY VARIES WITH DESIGN PRESSURE PRODUCT REVISED u canPll'ing avith the Florida Building Code • • . AcccptenceNu 15-ObIQ � • • • -/ Revised By: Data: Recision: 7alinn Dale 1CJ • ��41' �YNN /y/((/��i� NY JJJQpp��' • •.i'la . ENSE ' . F7 Mia)Di ado Prodlet Con •� - Revised By: Dote: Nevision: v �_ U: ♦• SC NO CHANGE ® Description: Drown By: ANCHOR TABLES @ 112" SHIM SPACE J ROSOWSKI ' • f of = _ 107C TFCHNULOGY DRIVE Titte: (� N. VENICE, FL 34275 STOREFRONT ENTRANCE DOOR DETAILS - LM 0/0 15/12 r,•; / f"' BOX 1 t % ` NOKOKOMIS, FL 342 34274 Series/Model: Scale: Sheep Drawing No. A.L�tItJ(dVLLE�i'1P'E' C..T Of AUIH. y29296 SE-3550 NTS 6 OF 11 MD-3550-LM A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TAR[ F 6' Door lamb Max. O.C. Anchor Spacing (in) 11/4" MaKlaxim Shim Space) tame Wldlh rams Mel M or Type Anchor pe'8' Anchor 'C n or '0' Anchor T eT Isla 72in IB 18 IB 28 16 3014 36in i8 18 i8 18 is 35 18 15 16 ]8 42in 4oln 12 ]s 12 1s is 10 18 12 is 18 54in Win 10 18 10 35 Is 8 16 15 8 9116 15 is 661n 72in 7 2 1S 8 16 12 le 611116 12 7 12 18 241. 781n IB is is i8 1B 301n 36in 162/2 18 is 18 IB 16 19 16 18 is 421n 48in 13 16 28 13 16 18 1s 11 18 ]1 16 is 54in Wln 16 2 9 716 16 18 16 9 7/16 13 ib is 661n 72in 13 16 B 4 v 16 28 la 76 7 16 11 10 24m dale IB is to 18 30ln 36in 18 18 is 18 18 14 18 18 42in 48in is 14 19 2s [13 18 12 i8 is 54in WIn i8 30 16 14 6 le 14 8 9 14 8 18 661n 72in 14 0 B 12 is 12 7 3/15 12 28 24in Spin is is Is 18 301n 361n 18 18 is IB 18 15 8 ]s is 42in 48in 1918 is IS 18 IS 11 8 IS 18 S41n Win to 9 4 15 A94 iS 5J8 B 4 1SSo661n 13 a16 13721n 13 7 1!/16 11 1/9 18 60017lam111 (," Max. O.C'Anchor Spacing ,;frlrneaashinisom) ,::Yl ics Frain Anchof T 'A' A or 8r 'C tAnchm a'D' MMor 'E' 24In spin 97.75in 79 i6 Y 1s Is 17 is is 1s 18 36in 4210 14 6 18 2719 18 18 12 18 14 16 19 18 48M 54in 10 4 !s 12114 17 70 9 2 17 8 101216 171 18 Win 661n 72M 89116 17 a 91 145 6 18 71 16 1+ 16;Is 12 4 /8 7 12 4 12 4 - 241n 30M I 18 IB is 7B 1i 18 is 15 18 It 1278 11 8 is 1 !B 18 18 Yin 561n WM 661n 10 is 15 18 9 15 15 is s 16 15 8 3/16 12718 Y 241n 3010 ]OBI. is Is le is is 18 is IB i8 i8 36in 421n 16 Is 16 is is 13I 16 is lit 16 I8 it 481. 54in fo1 16 9 SA 18 18 12 101 16 28 16 16 18 W M 661n 81 16 16 95 a 1311 16 L 6 v1 li 8! 4 171 lfi 19 241n 301. 114 in 18 18 IS IS 1S 17 18 is 18 is 36in 421n 14 16 is 17 ]8 18 12 4 is 14 16 19 to Yin 51 M Wln 11 16 is 11 16 17 Is 10 16 17 SD 16 17 is 8 2 17 9 4 14 9115 18 Min 301n 1201n Is 18 38 18 is is 18 Y IB 18 36M 42in IS 716 18 IS 7/16 IS 18 IB 13 2 1B Is 49k n la 12 18 38 A131/2 f8 1013I6 15 71618n 15 7/ 16 913 16 15 7 16 18 TABLE 8: Door lamb Max, O.C. Anchor Spacing (in) (1/2' Maximum Shim Space) frame Width Frame Height Anchor T a"A' Anchor Type'8' Anchor T pe'C Anchor Type'D' Anchor Type'C 24in rain 3s III I8 IB i01n is 18 18 18 35 in 42in 12 15 18 18 kfi/ to 12 IsE1.9 18 in Sala a 16 12 v 7 1/2 30 ]5 Win fi6in 72in 67 16 8 9116 12 6 8 lfi 12 5 716 5 716 1112 10 79 in 16 2 lfi 2 I8 is 13 16 33 9 1 18 18 11 11 161 2 is 9 7/16 9 7/16 13 3/16 161 r72 81/4 B114 11 161/2 18 7516 7 16 9 716 13316 18 658 6 8 9 716 3 3/16 18 6 6 8 / 11 18 S1 2 5112 7 Y16 9 7116 18 241n 3010 84In is 18 IB 18 to 143 8 143 8 18 ]8 18 36in 421n 12 12 14 318 is 18 10 16 10 S/IGj 14318 is IB U iri --- 5410 112 143 IB 8 8 10 5/16 143 ]e — Win 66in 72in 6 2 6V2 9 12 18 6 6 8 12 18 5 2 5 2 7 I6 10 516 18 24in 301. 9D in IB 16 18 i8 18 ISS/8 IS/8 is 18 18 36in 42in 11 8 111 8 1558 ! la 9 4 934 v IH 18 48in 54in 811/16 81]/I6 !l l/8 ]558 IB 713/16 71 16 9 4 v 18 W in 65In 7 1 16 7 16 9 4 v D 61 2 6 2 e l 16 ]31 8 ]s 721n 5 9/16 5 9/16 71y16 93/1 la Door lamb Max. O.C. Anchor Spacing (IA* M Ainism Shim Space) Frame Heighl M or e'A' Anchor Ty -a' Anchor Type T' n ior e'0' Anchor Type'E" 97.51n 171/8 171/8 IB >8 Is rF.., 14 4 14 4 is Is 18 12 3 36 ll 16 17 6 18 IB 101 16 101 16 14 4 17 16 8 16 8 9/16 12 i6 17 B 18 7 4 7 4 101116 14 4 Ss 7 7218 91/2 12 3/16 18 721n 6 IA 61/8 B 9116 1011116 18 S1 16 51 16 7 4 1033/16 18 24in win 1021n 18 is IB 10 1s 15 15 18 is 38 361. 42in 11114 11 4 15 18 18 10 10 127 8 18 18 48in 54in 9 9 111 4 15 18 712 7 2 30 35 18 Win 661n fi I6 61 16 9 127 18 6 716 6716 8916 1114 18 24in 301n 3081n i8 18 38 18 18 ]31 16 1311/is It is 18 36in 42in 12 12 16 18 Is 101 I6 !01 16 2311/16 18 18 48in 54in 8 4 8 4 12 16 18 8 5 101VIS 131 16 18 Win 661n 67/8 67/8 996 12 18 6 8 6 8 634 12 IB 24in 1141n 28 ]s 18 IB 18 301n 36in 14 9 16 14 9 16 SB 18 i8 123 4 12 4 17 18 18 42in 10 3J16 10 15 14 916 17 18 48in 54in Win 9 4 91/4 11 516 17 i8 778 77 10 3 26 14 9/16 18 7 y16 7 6 9 4 1234 IS 24in 1201n Is i8 1B IB 18 30 in 36in 15 716 1S 7/16 18 Is 38 12 12 1S 7/16 18 18 421n 481n 91316 91 6 131/2 18 18 9 9 22 is 7/16 2S 54in Wln 7 1]/I6 7 16 30 13/i6 13 2 I8 7 16 7 I6 9 16 12 18 6" MAX. 6' MAX. I _I_ _ SEE MAX. O.C. SPACING PRODI ICT REV ISF.D . complying with Ilm FI.Q. • • • • • • • • • • Building Code Acceptance No ( 'Ofoi2.47q� • • • • • • • •\\ �// Revisetl By: pole: Revision: IroM4 D.K. 1 •• •• ••• ,Y1Jh! �q7 • • •rig•\ O�0 �(��, NS • inm M' • • • • •' • • tr .• \1 4 7 Revised By: Dote:00 Revision: ald tt' iJo. 50 T05 SC NO CHANGE Descripiion• Brown By: \} •%= JAMB ANCHOR TABLES J ROSOWSKI • • • • • • 1;. • ,`1f1,! OI ,.'.\�\ • 1070 TECHNOLOGY DRIVE rare: Dote: • • • • • • • • •'.�/ y•• OlIOI). •' , ' .� N. VENICE, FL 34275 STOREFRONT ENTRANCE DOOR DETAILS - LM 10/05/12 • •• • • • i•//-�\ BOX1134'L/4 !•• • • • ��JN40..- 1\`� NOxO. Sends/Modal: Scale: Sheer Drawing No. Rev: A�LIINHMILL�R, P.E. CERT. OF AUTH. IJ29296 SE-3550 NTS 7 OF 11 MD-3550-LM A P.E.B 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ij ti0oTMUggBCypacp(pifj ' Unminbraed (GIm types l i E) Uminforted (daulypn A•D)q N'"(' Raw (69a41yp4NCif► HD Num�Relnf. Part (GlassTVpa1rype�Ci F) TMSA ftmmg" Pos (.1 1 N - Po1(s N -) ^. 82s b) N-5 -) Min NO. no 80.0 9ao 9a0 90.0 Im0 90.0 12a0 301n 351n xio coo 90.a $0.0 900 100.0 1 90.0 110.0 rao m0 90.0 9o.0 90.0 =a Sao 130.0 421, 411in 7110 8m0 9ao 910 90.0 IODA 9110 Sm0 70.0 111110 90.0 90.0 90.0 1mD 90.0 120.0 5410 6010 70.0 m0 goo 20.0 90.0 10010 910 m l0 7a0 m0 90.0 90.0 90.0 1mA Sao im.0 241n 90In 711n 7110 m0 90.0 Sao 1 9ao ImA 90.0 120.0 xio no 90.0 90.0 9a0 Imo Sao 12110 36in 421n xi0 20.0 Sao 90.0 Sao 100.0 9D.0 12D.0 7060 Ko 9a0 9DA 90.0 1 1000 90.0 1m0 491m 541n ao In 79 80.0 9a0 910 9D.0 100.0 Sao lmo Xo 110 X0 90.0 9DA 10M0 MC Im.0 70.0 8Qo 1115,3 899 Sao 100.0 90.0 110.0 24 in 301" 841n xio au 90.0 900 90.0 Imo Sao 1 12" xio Sao Sao Sao 9010 10010 Sao Imo 361n 421n 70A 80.0 9a0 9a0 900 tmo Sao 1m0 ra0 Ko 9D.0 9a0 90A 1m0 9a0 1m0 48 In M tU 61 ra0 MA 90A 90.0 90.0 loco 90.0 1m.0 xio 80.0 1&1 IM 9aa 100.0 Sao 1m.0 xio 80A 1D.1 sal Sao lm0 Sao 120.0 Min min 901n 70o BOA 9oA 210 90.0 Imo 90.0 Imo Tao mo 9" 9Q0 90.0 Imo 90.0 1m.0 36 in 42In Mo m0 90.0 90. 9a0 2m.0 90.0 1m0 ra0 8" 00A Sao 9a0 100.0 90.0 1m0 48 in 541n 601n rao m0 90A m0 90.0 Smo 90.0 lmo ra0 m0 II&I 84.1 90A 1m0 90.0 Imo 90.0 100.0 90.0 12a0 241n 30In 97.75In rao m0 900 90.0 9120 1010 90.0 1m0 Tao m0 90.0 90.0 9D.0 Imo 90.o Imo 35 in 41n rao 8D.0 m0 9a0 Sao 100.0 9D.0 Imo Tao m0 20L0 9a0 Sao 1 10" MO I 12(L0 min 541n min xio m0 KI 96.1 910 100.0 smo 12110 910 lm.0 90.0 12D.0 2M.0 90.0 120.0 24In Join 102H Imo m0 1m0 lmo 9a0 Imo 351n . ,(2Fn. Sm.0 9a0 M.0 9a0 120.0491n F11-0- 100A 90.0 lm0541n IOD.0 910 1m0W 1010 90.0 Imo241n 1011n I= 9a0 Imo301. 100.0 90.0 1m0 361n 421n 9a0 1m0 9D.O 110.0 910 Im.o 910 Imo 48 in 541n 90.0 10" 90.0 1m0 9010 Imo 9a0own90.0 3000 Min 1M In m0 1m.0 9" • 1mo min 361n Sao 100.0 MA Sm0 W0 aft 421n 90.0 90.0481n 9a0 9a0 1m0 S41n 6oln 90.0 50.0 117.11 9002m.0 M1n Join lmin 910 90.0 13Q0• 90.0 d�ODIDG910 9a 1m035In 421n 9oo Sa 1m0 Sao 9D.0411e S1.Bil9a0 90.0 90• • 123. 9a0 im0 57.6361n 910 3W.0 SINGLE DOOR wIDTH 2 -� WIDTH 1 I11 1 Ih I HEIGHT j jl I (MAX. II 97-314-) III % II III 1 / II, 11 DOUBLE DOOR ro WIDTH 2 --� WIDTH I If III u1 I III I / HEIGHT ij (MAX. Ili I 97.314-) 111 I / III 1 III � II' 1 SINGLE DOOR DOUBLE DOOR r. WITH TRANSOM WITH TRANSOM WIDTH 75 X p4 WIDTH 1 1--WIDTH 2 WIDTH 1 III I -- III II - 111 I I I II I11 1 "I II HEIGHT I HEIGHT III B II, �I I / n I11 1 III r-- DOOR WIDTH ---�{ r FRAME WIDTH.m WIDTH 12 WIDTH 2. 2 .: . • : :.: • ��'�r� wr(,e nun''',,, - No. 5D705 _- IF COMBINED NTH STOREFRONT SYSTEM (SEE - ' SEPAI2 THE+ . - 4( ' � L7 N PF&ES LESS 31 PPESSURE 8 GtE j) '• % 2,I 1 • n_ rI SHALL BE JHE DF•SIGN r�rJ(`j:�\ . �C.,.. PRESSURE FOR THE ENTIRE r AlLYNN MILLER. P.E. SYSTEM. P.E.Y 68705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR j ATTACHED 1 -STOREFRO I SEE STOREFRONT1 1 I APPROVAL I PRODUCT' IiEVISED as complying wi0slhe Florida Duildin9 Codo 'C-0 AcceDlNln No J irelioe Date Revised By. Dale. Revlsiurr: By Mimll ads ProdONOon Revised t7y Dote: Revision: SC NO CHANGE __-----lptvfo Description: Urawn By MULLION ANCHOR TABLES J ROSOWSKI 1070 TECHNOLOGY DRIVE MW N. VENICE, FL 34275 STOREFRONT ENTRANCE DOOR DETAILS - LM 10/05/12 P.C. BOX 1529 NOKOM15, FL 34274 S-4,11,1odef: Scole: Sheet: Diawinq No. Rev. CERT. OF AUTH #29296 SE-3550 NTS 8 OF 11 MD-3550-IM A 1.425" 5.993' - �I � 3.685• � J-1 .050"4.869' .125'4.192-1.666" I -+{ .120l 1. - .145' A .125' - A ^ ,1 J— PANEL PANEL A25' PANEL STILE, PANEL STILE, RAIL FLAT '342' .100• TOP RAIL BOTTOM RAIL HINGE \�/ HINGEIINACTIVE 5 U-CHANNEL 8 SNAP COVER #19520, 6063-T6 019521, 6063-T6 #19522, 6063-T6 #19524, 6063-T6 919564, 6063-TB #19505, 6063-T6 F--618' .250' .36T ---] 1 OLOCKSTILE BACKERPLATE #19519, 6063-T6 F4.\160• 1 .500. 1 ...-r-.,-�.J + ...................I.......... .083" 14 BUMPER THRESHOLD #19513, 6083-T6 {► 4.968" 125" 1.750. .188' ODOOR JAMB/ FRAME HEAD 019506,6063-T6 1 4,140" Y.229' SADDLE (15 THRESHOLD #19517, 6063-T6 --.._ 4.988' �— 4.641'----�-I� �-+- 2.056' �{ 1.391" 4,311 .�, J 125" 1.T50' 1.223• / -:71� .6110' l" .575" .125' J .050" TRANSOM, DOOR 10 O DOORJAMB , 10, 12 DOOR STOP COVER DOOR 13 STOP BASE BASE HEAD REINFORCEMENT #19507, 6063-T6 019508, 6063-T6 09510, 6063-T6 #19534, 6063-TB #19512, 6063-T6 J1� 2.131" .050' 1018 THRESHOLD 6 COVER, ADA #19514,6063-T8 i� 2.211" I �\ THRESHOLD 17 COVER, 1-1/2" #19515, 6063-T6 2.921" .063' 2.239. 18 THRESHOLD COVER, 3" #19516, 6063-T6 r-- 2.90W —� 1 .082" �1 000" 19 FLUSH BEAD, 9 16" #19503, 6063-TB I— - 2,185" ^' 1.1}2T1") .062' I 20 FLUSH BEAD, 1-1/4' #19504,6063-T6 I {I,� 1.462" 3.740" 3.592" 7.070' 1.121' II II �� -1 1' 1.398' .075' - .062, �I 1.070• 1 �J .125" I 1.750' .810" -�F 1.110' .630' I..V 4 .v62' '�I� 188' T .050" GLAZING LEG, DOOR -F HD ALUMINUM TRANSOM PANEL STILEREINFORCEMENT , DOOR I DOOR NARROW IG BEAD BEAD9/18" 21 22 23 24 BEAD, 1-1/4LOCKING/ACTIVE SHEAR BLOCK 25 (26 27 STOP COVER " � #19525, 6063-T6 #19626, 6063-T6 #19528, 6063-T6 #19518, 6063-T6 #19523, 6063-T6 #19527, 6063-T6 919511, 6063-T6 5.000' • •�• • 1.453'LJL 1 � • • • • • -i1 • • • •.575' • • • 1.760' .oea• J_ TRANSOM WINPOW • • •(30 DOOR NARROW • 28 GLAZING ADAPTER 29 FRAME : • • P• P BASE #19502, 6063-T6 #19501, 6063-T60 0 0 0 #"592 6063-116 • • I1� • .��O�i� 1.YNN .1f/�� ... sY . No. 5a705 . .�. 7 1 IS F W ' 1ATL •• i '��i •"• ./=(OH1D~.•' �� •l �� 5'/U �C\�J.,� 1070 TECHNOLOGY ')RIVF N. VENICE, FL 3427S BOXISM JAI. NOWMI FL CERT. OF ALITH. #29796 A. LYFAIICIILLER,P.E. P.E.e 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Revision: PRODUCT REVISED as comPlYi-9 %Alh the FI.We BuildlnRCode / Ampluh No J S—Of lt.09 B lalien Dafe /�18 B Miaoi ade Produel Conhol� MATERIAL DETAILS I J ROSOWSKI ISTOREFRONT ENTRANCE DOOR DETAILS - LMI 10/05/12 1 SE-3550 I NTS 1 9 OF 11 1 MD-3560-LM I A TABLE B: 1 13,811. • Description Mabtlel 1 19S2D Panel Top Roll 6061T6 Nun. 2 19521 Panel Bottom Rail 608178 Alum. 3 19SU Panel Stile W Active 6DLt176Alu t. 4 19524 Panel Stile lR Inactive 606176 A1un S 19564 Roll U-channel 68g116 Alum. 6 19505 Flats Cover 6IM76 Alum. 7 19519 toclatilegaderlstate e061T8Num. a 19506 l000r lamb/Frame Nead WWII Nun. 9 1 19507 ITraffiernBase OMT6Alum. 30 19508 Door Head WnT6 Nuns. 11 19520 Door lamb Reinforcement WnT5 Nun. 32 19534 Door Stop Cover C003-716 Alum. 22 19512 Door Stop Base O001TO Alum. 14 19513 sumparlivashoW ON3.7B Num. 15 19517 Saddle Threshold WOMB Alum. 16 19514 Threshold CoverADA WnT6 Alum. 17 19515 Threshold Cover l- 18 19518 Thresholdcovers• . 19 19503 Flush Bea 9 16' . 20 19504 nush Bea 1-2/4' l60163-76AIuM. n.21 19526 Gladn L / Door IG Bead 295Z Door Bead 9/19' n.19528 HDNuminumReinforcement . 24 19523 Transom Bead 1- 4' MTO Man. ffi 19523 Panel Stile. tociln Active 806175 Nun. 26 195V Door Shear Nod 80(WT5 Nun. 27 195U Door Narrow Stop Cover 8061TS Hurt ffi 1 29502 Transom Gazing Ada ter 8083T5 Nun 29 195M Window Frame emys Nun. 30 19S12x Door Narrow StOP Bale OM75 Nun. 39 2170 Edietechl.G.7/16'Super- acer 40 1652 Selfingi Block 3116"x7/16•x4• Dum-BSN-5 EPDM 41 1704 Slnl Nod 3/16•x1.3/32•x4• Dum=Bsa/-5 EPDM a3 13061 Glazing Le Bead weathers Dum•65 +/-5 EPDM M Silicone Back bedding: Dow 791 79 GE 7700 45 19510 .270'x 8'sdb Weatherstrip, Dow Stop Flex PVC 70 46 1 67924G ,287*x 21CFlnaeal Weaftattrip, Wchannel 47 39542 Attire Panel Fin Weathentri 511 71012FPTX 820x 1/2' Ph. PM WK Screw Glazing Leg BMWs Sled 51 711n112WRISK 112x 1.1/r Hex Washer Screw Assembly Stelnl•4s Sleet S2 7201110941rr 110z 4'Ph. PHTEK Door Stop 6lainlrss Sled ST 7SX38FPUK eex21VIrk FNTEKScrew, Threshold Angle SlainleseSed 54 714FPT41ox 1/4x I-IlrPh. FH TEX Screw, 414 Shearblod SaiNe1/Seel 55 IBdCBDLT 5 16'-28x 1' Carriage Bolt Shearblod Slaidess Sled 56 IBNUTX S/16'-18 tux Hut, Shearblod Stainless Sled 57 812.24x1/2'Ph. FHScrew, Hinge/9addogPlate SlainlaBSSteel 58 MV 96a S Ph. PHScmw, Bugnveep Stainless Sled 0D 29531 Mlnge Backins Plate amTe ARm. 61 29535 Him*, Relent 4001 Stainless Sled 62 1 koldillIttoraThivMWIt G!ddess Sled 64 19546 3-Point Lodi HDHardware Kit 65 19551 3-Point lad 2, Hardware Kit 66 19550 2-PokttLock L NDNardwareKit 67 19552 2-Pohrt Lod 2, Hardware Kit fie 12M Panic Bar L Hardware Kit Regent 69 19M Pankgw2.Hardwam Kf Von Du do AD 19W Bugsweep 81 6651 Threshold a 2• x 5•x 1/8• I 6063.7sAlum. DOORFRAME 14 % I I n n I L l 51 FOR CLARITY, ANCHOR PLATE NOTSHOWN 54 51 EXTERIOR l� �.— _ DOOR PANEL DETAILS i jS I PRODUCT REVISED ns complying \villr the Florida •• 81 • I I I• / Building Cod. ��,�yy Acceptmce No '�v,�•�� IraHoa Dole • • ••• • • • • LE •`1' • •• \1 !!! • LYNIq rt,��: !revised By: Dole: Reviaion: --..��11''Waf�f�f�f.. ''!!''''TI//rr By inmi Product • • AN �pj 1- /4"0 • • • • • • tln\CI\,{ �'P a • • • • • • • • • • �,�`,.\GENS�'. i.�> i 1 y -- Revised By: Ibfe: Revision: , U SC NO CHANGE No. 58105 '. .. Uraxn By: rx= \ ® D—,ipti— CORNER DETAILS/BOM JROSOWSKI •.• •.• • • .. • • • • . . . • • • • - r/�` ♦ -LATE Or J" ... T 1070 TECHNOLOGY URNE N. VENICE, FL 34275 title: STOREFRONT ENTRANCE DOOR DETAILS - LM 10/05/12 • • • • • • F. ..•' •!� \' COP1C) . (,, \ •• `\ P.O. BOX 1529 Rev: ••• • • • i•�� /()NAI !lk LVgN MLti�R, P.E. NOKOWI,, FL J4274 Series/MMeI Scale: SE-3550 NTS Sneal: 10 OF 11 Oraxlnq No. MD-3550-Lin A P.E.A 58705 CERT. OF AUTH. a29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCK OPTION #1 LOCK OPTION #2 65 LOCK OPTION #3 �67) 84 LOCK OPTION #4 88 gg 2-POINT PANIC BAR ALL PANELS 69 2-POINT PANIC BAR, ALL PANELS 3-POINT LOCK SYSTEM 2-POINT LOCK SYSTEM 3-POINT LOCK SYSTEM 2-POINT LOCK SYSTEM REGENT SERIES 6770 VON DUPRIN SERIES 3347 REGENT SERIES 206.2-31` REGENT SERIES ML207-TT-2PT REGENT SERIES 2222 REGENT SERIES 2-PT-L OPT. KEY OPERATED ON EXT. OPT. KEY OPERATED ON EXT. INTJEXT. LEVER INTJEXT. LEVER KEY OPERATED ON EXT. KEY OPERATED ON EXT. R OPT. KEYJTHUMB-TURN ON INT. OPT. KEY/THUMB-TURN ON INT. KEY � 6THUMB-TURN ON INT. 11, Il, THUMB -TURN ON INT. THUOPEMB-TURN ON IN LOCK OPTION 1 (REGENT SERIES 5770), TO HAVE A 5/8' THROW LATCH BOLT. � o ALL PANELS LOCK OPTION 2 (VON ACTIVE DUPRIN SERIES 3347), TO HAVE A 5/5' THROW LATCH BOLT. 0Lill LOCK OPTION 1 (REGENT SERIES 5770). TO HAVE A 11/16' THROW LATCH BOLT. LOCK OPTION 2 (VON DUPRIN SERIES 3347), TO HAVE A 518' THROW LATCH BOLT. 81 REGENT SERIES 4001 BUTT HINGE, 8' FROM EACH END AND MAX. 28.O.C.; 0.134'THICK o 1® ®1 0 4' I 1-1n" o O Oo 0 s.ln• ' O O . 518' THROW LATCH BOLT ol O BB O v 4 I T. If1I O O II 11/I6' THROW LATCH BOLT = 'f or., 5f8' THROW LATCH BOLT 11118' THROW LATCH BOLT ACTIVE NON -ACTIVE PANEL PANEL 1) ALL SINGLE LEAF DOORS TO USE 3-POINT LOCK SYSTEM. 2) LEVER AND LOCK TYPES ARE OPTIONAL. •• ••• • • • • • •• 6083-T,p#L%M*41N8S, • • • • • • `�,. '�Ut'ENS� '•. F'{> BACKER PLATE AT EACH HWGE LEAF, 0.250' THICK Na.56705 • • • • • d ' 11 S •' LlJ A..:LYNN MILLER P.E. ACTIVE NON -ACTIVE PANEL PANEL 1) ALL SINGLE LEAF DOORS TO USE 3-POINT LOCK SYSTEM. 2) LEVER AND LOCK TYPES ARE OPTIONAL. By.I Dole. I Revision: � fnRevised Ry: Date: Rev�aron: SC NO CHANGE B Descnpllon: I HARDWARE DETAILS PRODUCT REVISED -s complying Wilt the Florldo Building Cade Acmplan= NO I S-0" 2 • cq Dglirnfioo Dnle I8 Byy Mi Cotltrot J ROSOWSKI 1070 TECHNOLOGY DPW 7iffe: uoie: N. v, FL 29 STOREFRONT ENTRANCE DOOR DETAILS - LM 10/05/12 P.O. 0. BBON 1529 NUKOM15, IL 34Z74 Series/Model. Scn1e: Sheet om"mg No. Rev: CERT. DF AUTH. #29296 SE-3550 NTS 11 OF 11 MD-3550-LM A