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WS-17-2570 Permit NO. WS-10-17-25570 Miami Shores Village ■ - Permit Type:WindowsfShutters 10050 N.E.2nd Avenue NE Per I Mt Classification:Window/Door Repiacem Miami Shores,FL 33138-0000 Permit Status:APPROVED ` Phone: (305)795-2204 yFt- � Expiration: 05/0812018 Issue Date:0 lip 1119/2017 Project Address Parcel Number Applicant 1050 NE 93 Street 1132050150120 Miami Shores, FL Block: Lot: PROSPERO AND JULIE HERREF Owner Information Address Phone Cell PROSPERO AND JULIE HERRERA 1050 NE 93 ST (305)757-2473 (305)496-1240 MIAMI SHORES FL 33138-2939 Contractor(s) Phone Cell Phone Valuation: $ 12,723.00 DEPENDABLE SHUTTER SERVICE (954)583-1411 - �--�- - Total Sq Feet: 0 Type of Work: INSTALLING SHUTTERS LCGI IMPACT WIN Available Inspections: No of Openings: 16 Inspection Type: Additional Info:INSTALLING SHUTTERS LCGI IMPACT WIN Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# WS-10-17-65488 DBPR Fee $3.90 10/30/2017 Check#:2872 $50.00 $246.30 DCA Fee $2.60 Education Surcharge $2.60 11/09/2017 Check#:2895 $246.30 $0.00 Permit Fee $260.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $296.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ab actor to do the work stated. November 09, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 09,2017 1 \\� Miami Shores Village 1VIF, ' Building Department OP M, Z017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �� h 1FBC 20 ►4 BUILDING Master Permit No� 1,VSzs r 0 PE MIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDR � �l�ESS:�� G ��-ct�� 7 City: Miami Shores County: Miami Dade Zip: 33 l3 6P Folio/Parcel#: I i-d 3 os-'O �5 �C7��.Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): TV-C' 59i le.fb y. 4.f&A(,!d0\if_ Xr&aDhone#: Address: `o5 Q f) a3'-"t & . City: State: � Zip: Tenant/Lessee Name: Phone#: Email: \ C CONTRACTOR:Company Name:�Jk" (\ Ch S U ►� o �� Phone#: � pS�• S O 3 �''�—L • l Address: � y-n h r1 ,C� J )T r //'' � City: State: V�"�-- Zip: 3 L 7 Qualifier Name: hn6 Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work forthisPermit:$ / 7c� Square/Linear Footage of Work: 2 Type of Work: Addition ❑ Alteration 'I El New / ❑ Repair/Replace ❑ Demolition Description of Work: _ Vl s�u�I' ?��' ��'S �(� T % _/Oac / p d n n "" Specify color of color thru tile: Submittal Fee$ (0 Permit Fee$ �� .CA CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 2 - <:�>G DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 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. IP 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°ezceeding`$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 sdbject to attachment. Also,a certified copy of the recorded notice of commence'me'nt 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 bved and inspection fee will be charged. Signature Signature r NER o AGENT C TRACTOR The foregoing instru ent was acknowledged before me this The foregoing instrument as a wledged before me this �T�day of 20 / 7 by Z G 'd ay of �G�/�t�— 20/,;? by ,who is personally known to JV/--y7.eirk-� ,who is personally known to me or who has produced D L as me or who has produced as identification and who did take an o th. identification and who did t e an oath. NOTARY PUBLIC: NOTARY PUBLIC: / Sign: Sign: Print: r/ e—<o 107 Ce Print: [' Nft p/, 11y B Seal. :�O�P `B(�i Seal: �:Pa°P�' MAURICIO G .o MAURICIO GARCIA _ ,•�«�- ARCIA = Notary Public- _ = Notary Public•State of Florida = « State of Florida -'« ?,9• «o,;; Commission # GG 13738po`,: Commission # ,,OF FI�P� MY �F FlO My Co GG 13738 e. �R � ePC(J�f�1y/ (�,(� 111111.• �i*F�'+P iF��M*�tLC/C�/ ********** *�'**�••** �'#k.•SkM!*1k*�'** �••*�k#** �#&#�F�R�F*>�1R�M�K �I.'**•A.'**•M**•*•**•A��'•.k•.I�**'.}�•.�' **•�.'M'*I.'Y*I.' APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Inspection Worksheet Miami Shores Village 10060 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756.13972 inspection Number: INSP291396 Permit Number: VIJS-10-17-2570 Scheduled Inspection Date: December 11,2017 Permit Type:Windows/Shutters Inspector: Riveron,Alexis Inspection Type: Window Door Attachment Owner: HERRERA,PROSPERO AND JULIE Work Classification: Window/Door Replacement Job Address:1050 NE 93 Street. Miami Shores,FL Phone Number (305)757-2473 Project: <NONE> Parcel Number 1132050150120 Contractor: DEPENDABLE SHUTTER SERVICE Phone: (905$3-1411 Building Department Comments INSTALLING SHUTTERS LCGI IMPACT WINDOWS Infractlo Passed comments DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Deeded ,l Re-Inspection [ � Fee ( i No Additional Inspections can be scheduled until re-inspection fee is paid December 08,2017 For Inspections please call:(305)7624949 page 14 of 34 I Size ••• ••• 7 Opening Size •• •• • • • •• •• • I ' ,' (W ) • • • • • • • • • • 1. FL1850.3 54x51 •�• �•� •�• I �/'� (Shutters)" 2. FL1850.3 54x51 p (Shutters) r S� 3. FL1850.3 54 x 51 .• • • • • • •• • ��-� S (Shutters) • • • • • • • • • • ATE 4. 14-1015.04 37x80 • • ••• ••• ••• •:• �Y (Impact Door) �• .(1�1� n 5. FL1850.3 112 x57 -- (Shutters) n�pT" A) Z. •• • • • •• ••• •• -fir" , ` 6. FL15210.10 31 x 80 • . . • • • . . • (Impact Door) ' ••• • • • • •• • 7. FL1850.3 54 x 51 •• • • • • • ••• •• (Shutters) 8. FL1850.3 44 x39 (Shutters) r J�`I c- 9. FL1850.3 158 x 61 12 11 10 (Shutters) 1 Q 10. 14-1015.04 35 x 81 (J (Impact Door) 8 11. FL1850.3 105 x 61 13 (Shutters) 1 12. FL1850.3 74 x 51 (Shutters) 13. FL1850.3 74 x 51 . (Shutters) 14. FL1850.3 74 x51 (Shutters) '• FYI 15. FL1850.3 44 x 51 L (Shutters) # r'C e:moi,%a 16. FL1850.3 44 x 39 14 �'• f. 'ek "` •(Shutters) � 00 M cn M 15 7 i -a J L LL L1J A, L W Z 0 16 .� LO W -� 5 E o • 4 E L r OPYRIONT&TEMPEBT.LOM G�L 91�t 6 SCALE: J 7 NOT TO SCALE .3 DnrE: 1 2 Oct 23, 2017 PAGE DESCRIPTION: Site Plan PAGE: OF hi 1 1 MULLION DETAIL OPENING #10 - •t I Goo* so 00 .. ... .... ...... ...... .. .. .•.. ...... :..... 00 . . . . ...... • • ••..•• � pV 7 l k 2x4 Clipped Mullion �,,, cj- ►foo- /U. *# I y- l d/�• d �/ Ale, 11164 LEAD SOURCE: /Ve/6lllfol� r S EXCELLENCE IN IMPACT GLASS, ACCORDIONS SI; ROLL-DOWNS G HIGH RISE SPECIALISTS DEPENDABLE SHUTTERMM GLASS LICENSED 8& INSURED The companyyoncan DEPEADoil! 954.583.1411 e www.dependableshutter.com DEPENDABLE SHUTTER AND GLASS • Phone: 954.553.1411 a Fax: 954-791-0840 �c 4741 ORANGE DRIVE, DAVIE, FLORIDA 33314 CC#06-BS-00085 • CC#05-AE-1/1408-X• CC#U-21156• CC#U-21693 PROPERTY OWNER: ✓dU� ��iQ�� ,VIII PURCHASER/AGENT: tl NOT PROPERTY OWNER) JOB SITE ADDRESS: /0_1Z IV.e. 3 Sr yl I,;iv/9,n, /¢. 33/38 DATE. Xa rV 4(P .Iyer � 02/3 GOf/a ESTIMATED RESIDENCE TELEPHONE EMAILADDRESS CELLPHONE DELIVERY: t52�/4 7o Rd r 16 /.✓G Zw� Zz k_467 &o- ®6 1.r1NG4E ,c6 !tel lwm4w -sdl/xy/6Da-s-1116 -f cJ TJ.+�f I -/ bile' S/x VL.-/ / P—ov?- awes &~,o 4/k//-& o lAfd4 40&3' /?e- IW-m elle, 149/do,< cfiZns o PRODUCT: O IMPACT WINDOWS/DOORS O ROLL DOWNS COLOR: FRAMES: CrACCORDION O NON-IMPACT WINDOWS/DOORS • • TINT: • OPENING SIZES: (' fA �/�/ 1 S3)e"'/ Q�6. a 7 X 010 l� (7" U' 2 12f 37 17. X'3e • 4. 3(rXFIC� n I • TI L 5. Zp • 6. 3G � 21.x0 X iDcxGc.�1 • • • z1. 7. '3 3 JtJTJ �22. • 8. G X 3E'/ 17 23. 9 /.y�XS/ L{24. _ w 10. ` I 11./y£�JcS/. G 26. Sos 12. HXS/ 3Y27. r7o fi 13. 75Y1x3j 28. �� till I 14. 75/'r�l 29. I I 15. 30. I I I I NOTES: Seller shall have the right at any time to review contract,terms and cancel if such review is not acceptable to its Engineering Review Department.In the REGULAR SALES PRICE $ 12 �!1/ -.t / event of cancellation by Seller any deposit will be refunded. "BUYER'S RIGHT TO CANCEL'This is a home solicitation sale,and If you / do not want the goods or services,you may cancel this agreement by I (�e.F AICX4 �,p��lj�(,v+/iVL t� AWIW-3Gu providing written notice to the seller in person,by telegram,or by mail.This TOTAL CONTRACT a2 ��S $ / < notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you . 8 sign this agreement If you cancel this agreement The seller may not keep DEPOSIT .SF/�� $ - / all or any part of any cash down payment. f 311?,/ Executed In three copies,on c 6an of which was deliver d receipt is `BALANCE DUE $ // `7' hereby acknowledged y y ,this_(_(,da f _20 (ON DATE OF INSTALLATION REGARDLESS OF ANY OPEN INSPECTIONS) Purchaser CUSTOMER INITIAL Purchaser CONSULTANT ° Maintenance Highly Recommended ED.p.ndableShutter and Glass will offer the original purchaser lubrication and maintenance once or twice a year asom the date of installation,a minimum of a$100.00 charge is due each time this service is provided. WHITE-OFFICE YELLOW-CUSTOMER 06/17/2015-9:29am danielg V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES j I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof TributarV Area(Sq Ft Roof Tributa Area(S Ft) 1. TABLES ARE INTENDED TO DEMCT-T*tE;WORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 - 50 fight 0 15 20 25 30 35 40 45 50 DEFINED AS THE CRI TTIOWOFFAN, WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO`DTTION FOR ITH THESE TABLES. -49.1 -47.9 -47.1 -46.4 -45.9 -4 .4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 2. TABLES VALID O L G ROOF HEIGHT AS LIMITED ABOVE. 0-loft +45.3 +44.1 +43.3 +42.6 +42.1 +1 D.y- 0-loft +45. +44.1 +43.3 +42.6 +42.1 +41.6 1+41.2 +40.9 +40.6 3 TABLES VALID F R L .APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA D BY- INEER AS A SITE SPECIFIC CONDITION. lift 50.0 -48.7 -47.9 -47.2 -46.7 -4 .2 ;5 - 1 11 ft .7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 4.IDENTIFY THE B L _ rAVE OF HEIGHT.IF THE MEAN ROOF HEIGHT +46.1 +44.8 +44,0 +43.3 +42.8 + ,3 41.6 +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 CANNOT BE IDENTIF _5 PEAK O f T. -50.7 -49.5 -48.6 -47.9 -47.4 -46. t .8 -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 S. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 12 ft 12 k 6.CALCULATE THE TRI IF EDP NING IN QUESTION(HEIGHT*WIDTH)OR +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 1.9 +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT=/3).USE THE AREA BETWEEN STRUCTURAL 13 ft +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 13 ft +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -52.1 -50.8 -49.9 -49.2 -48.7 -48.2 -47.8 -47.4 -47.1 -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 14 k +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 l4 ft +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 15 k -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 15 ft -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 -65.8 -63.2 -61.4 -60.0 -58.8 - -56.2 -55.5 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 16 ft +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 16 ft +49.2 +47.9 +46.9 + _ + +44.0 9. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 17 ft -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 ft -66.5 -63.9 -62.0 -6 6 .8 -56.1 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 + 5' 5, .8 +44.5 GENERAL NOTES- 18 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 -67.2 -64.5 -62.7 - 5 .0 - kk 7.4 -56.7 I.. ABLES ARE TO BE USED IN 18 ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 18 ft +50.2 +48.9 +47.9 + 6.1 +44.9 METHODOLOGY"PER ASCE 7-10 SECTION 2A4.1 AND CHAPTER 30 PART lNCE WITH"ALLOWABLE EOR SS DESIGN THE -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 -67.8 -65.1 -63.3 -61. - .7' - . -57.2 CRITERIA AS OUTLINED HEREIN. 19 ft +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 19 ft +50.6 +49.3 +48.4 +47.6 +47.0 6.1 +45.7 +45.3 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY, THESE TABLES 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +q5.8 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 22 ft -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 22 ft -69.6 -66.8 -64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 1+46.9 +46.5 WALLS AND VERTICAL SURFACES ONLY. -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 24ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 USE OF THESE TABLES AND COR DING WIND VELOCITY,EXPOSURE,AND OTHER NG 26 ft +53.5 +S2.1 +51.1 +50.3 +49.7 +r - ,3 +47. 6 ft +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 BUILDING EPARTMCOEFFICIENTS ED�I€& INS HATtBE•DER.N RRANTYNND FFOR APPLICABILITYIED BY THE O OF TABLE -58.8 -57.3 -56.3 -55.5 -54.9 -5 .4 .1 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 VALUE USE IS OFFE �T` 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 + . +4 .9- 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.55. THIS SPECIFICA I ER ANY PRODUCT APPROVED CERTIFICATION. RE ER• MITTED TEST CRITERIA AND OTHER 30 ft "59.5 -58.0 -57.0 -56.2 -55.6 -5 .0 1 30 ft -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 APPROVALS FOR DE IG T TIO r�` F MATION AND APPLICABILITY OF THESE TABLE +54.8 +53.4 +52.4 +51.6 +50.9 + .5 9 +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 VALUES WHICH IST B V Y OT I CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL - Ei gR0 TEM ORDINANCES. 33 h -60.5 -59.0 -58.0 -57.2 -56.5 -5 [Y 33 ft -74'6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 7.NO CERTIFICATIO I TTY OF THE HOST STRUCTURE. +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 9.9 +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR 36ft -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 36 ft 75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 AFFIRMATIONS ARE INTENDED. +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 45 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 a a EAVE HEIGHT +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 ROOF 50ft -65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 50 ft -80.2 -77.1 -74.8A - - 9. 6 ,5a - •7 ••• HEIGHT +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 +59.9 +58.3 +57.2 +55.0 +50.9 -44.P +!3.7M 5 55 ft -66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 55 k -81.6 -78.4 -76.1 -7 . 0. - 9.• - .8 •.• 5 I ® I 5 a +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 +60.9 +59.3 +58.26 •5!.! +5l4• +5!!0 +%. 60 ft -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 60 ft -82'8 -79.6 -77.3 -72.8 -71.7 -70.7 -69.9 ELEVATION QS +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 +61.9 +60.2 +59.1 +56.8 +56.3 +55.8 +55.4 WALLZONE FIGURES -f ISOMETR W o REMARKS DRWN CHKD DATE • • scm `z ]NIT ISSUE GSS TSB 03/05/12 5TH ED. FLORIs©AZUI�aIf�G �QC3E ; ENGINEERING cm o o m� m I i REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 •/201.1) • • • • • •• EXPRESS < �m o 3 m REV 2014 FBC DGM TSB 06/10/15 •F `'h J • ••• • • *A _ ASCE 7-10, CHAPTER 30 CoaPORArE oFF�E- zz � m z m 160 SW 12th AVENUE, SUITE 106 " V z r DESIGN LOADS FOR COMPONENTS&CLADDING z p MASTER L•AMSHE • • ••• • • DEERFIELD BEACH, FL 33442 N_ czi THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, 'i • • • • • P:(954)354-0660 F:(954)354-0443 T p AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT • • • • • • • • CERT OF AUTH#9885 z 0 C• O N a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, A S C • • •• •• E:HELLO@ENGINEERINGEXPRESS.COM p O IV ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT • •� • ••• • • z m © PERMITTED ANDINVAUDATEouRCERTIFICAno". ENGINEERINGEXPRESS.COM R r � MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION t 1805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(R�R) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CGI Windows&Doors,Inc. 10100 N.W.25'x' Street Miami,Fl.33172 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 re;oke,luodify, or suspend the use of such product or material within their jurisdiction. RER reser;e*4- right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that thig,prgd� ct or> t**ial faill tQ meet the requirements of the applicable building code. ...:.. This product is approved as described herein,and has been designed to comply with the Flosida Building Code, JDESCRIPTION. ocity Hurricane Zone. •••Series "160 Sentinel"Aluminum Outswing glazed Doors w/wo Si�e�iteN NL .. es .. ...... Appg ries 160 Sentinel Ou ors",sheets 1 thry• of 11 of 11,inclusive sheet 9.1, prepared by Al-Farooq Corporation,dated 01-03-13 and;ast rev*ised on A13G 05,30155:. Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Contl'ol$evision stamp with tib. e-efAviceptance number an ti a �the Mia Younty Product CoiRttol Sectiod*•. • MISSILE IMPACT RATING: Large and Small Missile Impact Limn 1. See Design Pressure ratings sing e an ou a oors rn s g e sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number-preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 413-0226.06 consists of this page 1 and evidence pages E-1&E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-1015.04 \ mmmi-DADS COUNTY Expiration Date: August 08,2018 \ Approval Date: August 13,2015 Page 1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#13-0226.06) ' 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218;01-1.2 dated ..... 02/11/2013, signed and sealed by Henry Hatem,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC-fA1202-94•••• . •• ..... .... ...... 2) Large Missile Impact Test per FBC,TAS 201-94 ... .. . 3) Cyclic Wind Pressure Loading per FBC, TAS 203 94.•• •• •••• Along with manufacturer's parts and section drawing marked-up drawing (50 aluminum stdelites•;••• issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sarnp7[Nfl d 047 . 6/201 S,"" .. .... ...... signed and sealed by Ramesh Patel,RE ...... •• . . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying . fl;F 0.2014(5th •• • Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/ 9/15 and last revised n AUG 04,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02, -04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours& Co., Inc. for their "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex clear& color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to heroical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Safl P composite terlayer w/PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conforman e to FBC 2014 (5th Editio and letter of no financial interest, prepared by Al Farooq Corp -ation,dated 09/23/14 'gned and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendu letters, as part e above referenced test reports. G. OTHER 1. This file NOA revises# 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &# 12-0553, dated 04/25/12 approved by RER. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 37-1/4' 72' 4ft� m V DOOR FRAME WIDTH DOOR FRAME WIDTH READ ANCHORS AT STILE ENDS m oI 2 ANCHORS QUANTITY CHART 0 6"�, 3. TYPE'A'. 'B' OR 'C' 6" 3" 6" 3" SEE CHART FOR QUANTITY ANCHOR TYPE Z 3 --�{ AT STILE ENDS CORNERS (- CORNERS A HEAD SILL A � I^--�{ 4 4 4 F a I I - f--{I I} I 3/8- 6 6 6 a. Gi o 1/2' 7 7 g _Al /I \ _ a II i I I II �o LL tr --�% a a Q a .moi C /ii i C / ii \ 0 Y3 u. -\ I F i(/ i If FRDDi1Lf REVHIED .J O LOCK OPTIONS ---pro •11f t►s Fbrillil Q f 55 \ \O SEE SHEET 9 i =_ _ / �� w �_(d/$•o l� O 4K io II I 4a' "J i I II iO I'7.O Ig F -Z0 Lu V) SERIES SENTINEL 160 =N o u _ ACTNE ACTIVE I (NAC NE ALUMINUM OUTSWING DOOR W/ SIDELITES V)I i r,ten ( APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS r7 WITH OR WITHOUT SIDELITES. d o 3 6 <Z B SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. E Z_Z a o e 0 SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. 15 3 0 0 0 23 1/2' iO�8 23 1/2" 23 1/2' 0 SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. o D.L. OPG. 2 ANCHORS D.L. OPG. D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. TYPE LE 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY T STILE ENDS TYPE'B' FALSE MUNTINS AT STILE ENDS MAY BE USED AT WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( x ) ( xx ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). o± n DOOR OPTIONS 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 4 p e W TRANSFER LOADS TO THE STRUCTURE. 33 DOORS LOAD CAPACITY - PSP DOORS LOAD CAPACITY - PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS u 3 0 SINGLE DOORS (x) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM. or INSUL-LAM. DOOR DIMS. LAM. or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. EXT.(+) INT.(-) E)(T.(+) INT WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT • 1,• • • • h•L01 EjAMON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 37-1/1" 35' 96" 80 80 72" 35' 96' 80 80 •• •� o o'd • •• • • • • LS•I CCT FjLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO d i m o NOTE: ••• •• •• ••• I RR"FLORIDA BLDG.II DOE.ATERIALS SHALL MEET THE REQUIREMENTS 0 VERIFY COMPLIANCE WITH EGRES IMITATIONS WHERE REQUIRED. "i N Eng,: 10AD AHMAD u LUSH BOLTS AND LOCKS MUST BE CML " ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS, FLA.PE 1 70592 Iti PERIODS OF HURRICANE WARNING. CA. .3538D.L.O. HEIGHT - FRAME HEIGHT - 02.8P5"•NOTE: D.L.O. WIDTH (X DO8RS) 11FRAME NIDAi �X3.75" 0 0 0a 5 O.L.O. WIDTH (X6 UOORS)i7(FRAME 4TH. 25)72 • • •• AUGt A ?0)5 0 GLASS CAPACITIES ON THIS SHEET A ••• • • ••• • • drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13-01 DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet 1 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �u M 37-1/4" 72" m 3 DOOR FRAME WIDTH ODOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS O q�q�I 2 ANCHORS QUANTITY CHART g"M". 3. TYPE 'A', 'B'OR 'C' HEAD/SILL 3" {�6. y-.-3." SEE CHART FOR QUANTITY ANCHOR TYPE j a xGj I HEAD/SILL A-� AT STILE ENDS CORNERS A I1 I SHIM 'A' 'B' C. O a 8 CORNERS -1 IT I I I 1/4" 4 6 4 4 a 6 6 p /I /I I\ 1/2• 7 7 - O b r O 4<c u u O'�aM v1 I Q W IL p % i ou ro u LOCK OPTIONS o / SEE SHEET 9 I ' N� m m a Q m m , II Ow PRODUCE REVISED 0 G- I I \ I \ I zgaZ- IIII III II III IIIII � O ACTIVE IVCA 0 3 NMmn��ti' ACT z B m G7 B z CD p 3 oX 23 1/2" iD u 23 1/2" 23 1/2" d O D.L. OPG. 2 ANCHORS D.L. OPG. D.L.OPG. TYPE B' 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE'B' FALSE MUNTINS AT STILE ENDS MAY BE USED o+ -y8 jPICAl FIEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR g f 5 ai NOTE: SEE SHEET 1 FOR DOOR CAPACITIES •• ••• • • • • • •• o p o Y • • •• • • • • • dog Engr:JAVAD AHMAD I •A CML FLA PE q 70592 q • ••• • • • ••• CAN.3536 �. • .. . • • • • •• dwing n .•. • • •.. • • TZ6 2115 eW13-01 1 2of11 ••• . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 144' MAX. LV u ' 1� a 37 1/8' 36" 72' 36" SEE CHART FOR QUANTITY M SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH Z j HEAD ANCHORS O m 6'MAX. 6" MAX. J" 6' 3` AT STILE &MULLION ENDS IIS-.1I QUANTITY CHART F HEAD/SILLHEAD/HSILL ANCHOR CHOR 4 TYPE CORNERS F CORNERS 4 FOOa�Zw. GngG o SHIM 'A' 'B' c 3/8" 6 6 6 1/2' 7 7 0 LOCI( QP ONS 1 cFASTENERS SAME LOCATIONS o SEE*It 9 AS ANCHORS SHOWN ON SHEETS 1 & 2 Q tj gI In . 31 /8` ••••A•C••TN.E,.JR,}W,\k.��\(E� LIII�_III•__ '/)/(/ F•II••HIIII WI•• f••_• •- � m�gPi 0�(3Z3U/ji ) 5C�RuppF~�=�3�2y jN n N O INACTIVE Z GGB 31 1/823 1/2" 31 1/B" D.L.OPG. D.L. OPG. OPG. D.L. OPG. SURFACL APPLILO DESIGN LOAD CAPACITY PSF 4 ANCHORS FALSE MUNTINSDPE B' MAY BE USED SIIDEUT ONARY PANEL(0) TYPICAL ELEVATION TYPICAL ELEVATOAT STILE AND SIDELITE FRAME STATI HEIGHT NOTE BELOW) MULLION ENDS WIDTH O OXO INCHES INCHES EXT.(+ INT.(- MWDUCfREVISED 24 60.0 80.0 SIDELITE OPTION =picyl Oh rYe no" lg 30 800 80.0 ApUme No I`I -101 t-phwlw plc 33 84 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 ndeC 10 39 73.8 73.8 pp sao 42 68.8 68.6 • D.L.00 HEI(Pi'P4EIOHT0- 12.875° J-26- 00 &R 8 24 80.0 60.0 D "-.WOTH:=!!ID M H !6" STAND ALONE SIDELITE ONLY 8 . 80.0 41A WIDTJIO= %J TH• .875 SIDELITE 10 DOOR ONLY30 33 90 80.0 80.0 , IF 36 800 80En9n JAVAD AHMAD CIVIL 37-1/8 776 77.6 'r.111 70592 7CA .3538 39 73.8 3.8 ••• • • • •• 554p.n - 24 80.0 80.0 • • • • • • • • S ''t 30 80.0 80.0 •• •• • • • •• • • • •• 33 98 80.0 80.0 ••• • • ••• • • All• 2015 drawing no. 36 80.0 80.0 W1 3_ 37-1/8 77.6 77.6 sheet 3 of 11 • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR LV v FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME DOOR SIDELITEIIS o SIDELITE LEAF FRAME SIDELITE TO DOOR MULLION WIDTH WIDTH WIDTH WIDTH `WIDTH WIDTH _`WIDTH WIDTH �Y n WIDTH WIDTH HEIGHT (SEE NOTE BELOW) Z J INCHES INCHES INCHES EXT.(+) INT.(-) 24 80.0 80.0 30 80.0 80.0 0. 33 35 04 80.0 80.0 w /ii ii -A /i/• r /r 3 tri }\ 0•,O-,I U x 'Si ' 36 80.0 80.0 w J J J a 37-1/8 77.6 77.6 39 73.8 73.8 42 68.6 68.6 2 24 90.0 _ 8010 0K<4 '4 30 80.0 80.0 �_. 0- , 33 35 90 80.0 80.0 4(XO°x) ( 0X0) (XOX) N� J H ( ) a�3LL � 36 80.0 80.0 37-1/8 77,6 77.6 SIDELITE DOOR FRAME SIDEUTE DOOR FRAME SIDELITE J a b1 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH Q w f 24 80.0 80.0 0 30 35 96 80.0 80.0 33 80.0 80.0 H J \ J /E \\ H 36 80.0 80.0 /4) n 77.6 = 37-1/B 77.6 r% 'ri 'i 8 N O M Q D xx F- Ll LL N N o MULLION /S X)x(� DOOR STILE (OXXO) $ O N END ANCHORS 1 END ANCHORS mmDUCf REVISFD d 0 3 2 O O SEE SHEET 3 SEE SHEET 1 r erplyhp wish IAS FTO,{AA E Z_Z N 6WAIII Code �5. Ampl."n Nu y-1015•oy �'o s rN, n.lt 1s I q i C v- I�iuW111dr roducl C.lyd (77-- LEAF WIDTHry SIDELITE WIDTH DOOR FRAME WIDTH SINGLE(X) 37" MAX. o € DOUBLE(XX)72'MAX. W W SIDELITE TO DOOR v a •• ••• • • • • • •• NOTE: ° «" INSTRUCTIONS: • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE N USE CHARTS AS FOLLOWS. • • •• • • • • • $$S • •• • • • • •'•• • BASED ON ASTM E1300-09 (3 SEC. GUSTS) v �< m�o 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM *00 •• •• ••• : ••• AND FLORIDA BUILDING COMMISSION 0 TABLET ON sEE1. DECLARATORY STATEMENT DCA05-DEC-219 i 2. SELECT LOWER OF SIDELRE TO DOOR MULLION Eng,:JAVAD AHMAD I o CAPACITY FROM TABLE ABOVE. CM/LPE i 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY • ••• • • • ••• D CA.N ]536 92 TO ENTIRE SYSTEM. • • • • • • • • • ••• •• ••• ••• ••• •• TIn• drawing no. W13-01 sheet 4 of)1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11� o 3 0% I g a a F o 0� � Itr Q 0$ < 0 3/16"TEMPERED GLASS 0 N W N 3/8'AIR SPACE 3/16"ANN. GLASS 3/16"HEAT STREN'0 GLASS 3/16'ANNEALED GLASS .075"Sollex CP With PET Core .075" Saflex CP With PET Core .075"Saflex CP With PET Core Q W f By 'Eastman Chemical Co.' By'Eastman Chemical Co.' By 'Eastman Chemical Co.' 0 .090'Soflex Clear And Color Gloss .090"Saflex Clear And Color Glass .090"Saflex Clear And Color Gloss By 'Eastman Chemical Co.' By'Eastmon Chemical Co.' By'Eastman Chemical Co.' N INTERLAYERS INTERLAYERS INTERLAYERS .090'Kuroroy SentryGlos .090" Kuraroy SenlryGlas .090'Kuroroy SentryGlas j By 'Kuraroy Americo, Inc.' By'Kuraroy America, Inc.' By'Kuraroy America, Inc.' N .090'Kuroroy Bulacite PVB .090" Kuroroy Butocite PVB .090"Kuraroy Butocite PVB 8 V By 'Kuraroy Americo, Inc.' By'Kuraray Americo, Inc.' By 'Kuraroy Americo, Inc.' 3/16"ANN. GLASS 3/16" HEAT STREMD GLASS 3/16"HEAT STREN'D GLASS O F SILICONE SILICONE SILICONE o In DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 pR0•UC f pEVISED =N o DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 Ph'�3•Ilb W FTorik fn i j I� N GE-1200 GE-1200 GE-1200 1°•C.& $ 3:: e AeeepL nNo A-16 t"O 1 0 m I mk d ❑3 O1 14 �I'� \ F I� \ Z 143C, -n Ctt oNrd o " 1 XL EDGE SPACER Q a�\ / / \ ' STR. STEEL BY'CARDINAL' / \ / / \ / OORRASEAL BY'OUANEX' SUPER SPACER BY'QUANEX' W o N 3 A DINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS o $u 7/16" LAM. GLASS 7/16" LAM. GLASSo 1" OVERALL INSUL. LAM. GLASS -Je GLAZING OPTIONS If • • • • • • • • • :25 41 C Engr:JAVAD AHMAD .0 CML \ FLA.P /70592 h • ••• • • • ••f CA 3538 ° • • • • ' • • ' • 1 h2015 • •• • • • • • •• d owing no. W13-01 sheet 5 of 11 • • • • • • • • • • • •• •• • • • •• •• WOOD BUCK �u U EDGE DIST. 1BY WOOD BUCK TYPICAL ANCHORS EDGE DIST.. SEE ELEVATIONS SEE OTE SHEET 1 STRUCTURE METAL FOR SPACING �CONCFiFAE" OTE SHEEP 1 STRUCTURE n • 14 EDGE DIST. 3 >CONCRETE.• - Z z � � a f--1 0 C = S E n mm= 23 1 I O �N TYPICAL ANCHORS n 0 rt O I 1 1 21 12 o of W I 1 TYPICAL ANCHORS SEE ELEVATIONS Q'IL> g 1Yr^� i 13 SEE ELEVATIONS CHORS FOR SPACING C 6 Q O a FOR SPACING IONS O I. I I•_�I I FOR SPACING aC I I I ________________ ZZSS 6 I I I I jl MIAMI-DADS COUNTY APPROVED Ij a I I II CLIPPED MULLION II ?YI f I I I j SEE SEPARATE NOA g WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS it i a P lu MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I ,I AND TRANSFER THEM TO THE BUILDING STRUCTURE. ----- � N 1 - � 26 SEE ELEV. FOR SPACING 0 wI� II it TYPE 'A'- 1%4" DIA. ULTRAGON BY 'ELCO' (Fu= 7 KSI,FY-155 KSI) C MIN. LENGTH = 2-3/4'• GG TYPICAL ANCHORSUl I SEE ELEVATIONS _ I�d { OOD BUCKS OR WOOD STRUCTURES FOR SPACING O Ow II I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) IL THRU 1BY BUCKS INTO CONC. OR MASONRY d1 u p 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) �n h a O a 1-1/4" N.-€A4BE@-F OR MASONRY (JAMBS) ^ 0`�M" n F I,II TYPE 'B'- ,],/4" DIA. ULTRACON BY ECO• (Fu=r77 K Fy=tss KSI) Z z� LENGTH - 2-3/4" 3 M o_- II II DIRECTLY INTO CONC. OR MASONRY o g 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) R U-: - R MASONRY (JAMBS) r � 1 I /RODUC f HEV13E0 TYPE 'C'- 1%4" DIA T KS OR F DRI IN SCREWS (G CRS) �hiC�with lb.Flod& 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. HK. = 1/8") AnepWieN./ -0 :OV INTO MET ��D'101 � i it STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) Sh., ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 1'cadnaCo.ael ° T� 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o g I I I I 6 & TYPICAL EDGE DISTANCE I 1 I I 1 I 1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 1�®� INTO WOOD STRUCTURE = 1" MIN. <a INTO METAL STRUCTURE 0•S74"•NA` : : .0. : : ••• o o g I I 21 12 • • •• • • • • • `O e m I I WOOD AT HEAD OR JAMBS S06- 0.55 YIN.• • • • 999 • 23 i 13 CONCRETE AT HEAD. SILL OR JAMBS f'?=4000 Pa MRI. • • • a C-90 HOLLOW/FILLED BLOCt•AT JA�A�t'm 52000�SI A.• •• Engr:JAVAD AHMAD n .tl <J ANCHORS MAY BE HEX OR FLAT HEAD. COa•NE `• ': 1 vo • •i• i i•• i• i•i i C FL .PE 705 92 ••• • ••• A.N36 SEALANTS i •ALL JOINTS AND FRAMLD CONNLCTIORS SEAPED WH 5 201L TYPICAL ANCHORS • • •• adrowninEOGE DIST. SEE ELEVATIONS GE SCS2000 SILICOSFLAR• ••• • • FOR SPACING DOOR DETAILS W13 g-0no'u1�. sheet E of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A7-V q 3/8- MAX. 3/8.MAX. 3 SHIM © D) SHIM O 2 z IBY WOOD BUCK .SEE NOTE SHEET 1 aal. ACTIVE LEAF qaq o O TYPICAL ANCHORS tl 21 LEV. d TYPICAL ANCHORS - FSEE EOR SPACING SEE ELEV. FOR SPACING V j of OQ W3� F 0, 23 27 15 FRODUCf REVISED a 7 7 18 r ewplll.i wItk dM FIorW 25 O.L.OPG. 2s Am n� •u�ee nom O STRUCTURE METAL 25A 25B LEAF WIDTH 3 POINT,LOCK E �Mw lite- - WITH DEAD BOLT SEE SHEET 9 1M�aJ 11J.r P CMW DOOR FRAME WIDTH J 0_' m O O w � 3/8' MAX. SHIM 3/8° MAX.' C 3 POINT LOCK N N n SHIM. © CO WRH DEAD BOLT 20R WOOD BUCK N r SEE SHEEP 9 WOOD STRUCTURE O M m CONCRETE 2 FLUSH BOLT SEE NOTE SHEET 1 `��' j '^ OR Z z w MASONRY ACTIVE LEAF INACTIVE LEAP 3 O _o (O O TYPICAL ANCHORS 22 24 18 IB SEE ELEV. FOR SPACINI +� o 8 0 8 0 p5 w TYPICAL ANCHORS � 7 D.L.OPG. 7 7 7 SEE ELEV. z? Ig D.l. OPG. FOR SPACING g EXTERIOR LEAF WIDTH LEAF WIDTH 00 0 0 00 DOOR FRAME WIDTH • • • • • • o w 5 o 2 o a •• ••• •• • • • •• Engr:JAVAD AHMAD .tl CML FM PE/70592 n • ••• • • • •• CAM 3538 � a ••• • • ••• • • drawing no. a 0 s 2015 w13-01 DOOR DETAILS sheat 7 of 01 • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• 0 0 �� L7 TYPICAL ANCHORS SEE ELEVATIONS o FOR SPACING n i •..iCONCREfE. :.CONCREYI', 0` z f Izu a IL a IL 0 0 U 11 12 O QM °o a 3 0��+�� 3 LIL {L J Z(MyJ a W 0 I II III'� 26 3/8 w MAX,- SHIM AX SHIM, . O 5 O MATING JAMB FASTENERS 2 FOR LOCATIONS 18 SEE DOOR JAMB SPACING II CONCRETE 17 ON SHEETS 1 1 2 OR O MASONRY O w %v% V 1n a , I O 0 Z_2LL a I 2 Uhf EXTERIOR 4 26 D.L. OPG. LEAF WIDTH II _SIDELITE WIDTH DOOR FRAME WIDTH I II III z6 37`MAX. SINGLE (X) i 72`MAX. DOUBLE (X%) 3 II II FRAME WIDTH rc o 6 TYPICAL ANCHORS fi w g 4`LONG ►q()DUC('HEVISF.O w s$ SEE ELEV. APPLY SEALANT 3 FOR SPACING BEFORE MATING Y•ledie�Cwt-kh the F1erw Awi-!" N•/ •• 00: •• • • • • • •• Ey{r4ie•Dile o NOTE: LIMIT SHIM Te METAL 5i'RuuCRE AN J1tM8�S Te 'If, 11 t z • • • • • • • • • �Co�b•1 O •• ••• •• • • • •• O 13f ° � En9r:JAVAD AHMAO n •e CML \ FLA,CA.N.PE 53870592 S • ••• • • • •• � a o • • • • • • • • • • 0 CONCRETE; V. :, .. ••• •• ••• ••• ••• • l �701i drawing no. c ' EDGE DIST, TYPICAL ANCHORS W13-01 SEE ELEVATIONS SIDELITE DETAILS FOR SPACING sheet 8 oT 11 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS MISCELLANEOUS = -� EXTRUSIONSFF ITER 1 PART No. DESCRIPTION MATERIAL HANUF. REMARKS TIN#1 CODE PART Na DESCRIPTION MATERIAL MANUF, REMARKS O W 1 CGI-189 FRMAE HEAD AND SILL 6063-T6 [GI EXTRUDER 21 H18 XC-1947 FRAME GASKET FOAM AMESBURY OR EOUI dN a. �a 3 2 CGI-190 FRAME JAMB 6063-T6 CGI EXTRUDER 22 K6 32084 .350 FOAM GASKET FONT AMESBURY DR EOUIV C3 Q V 3 CGI-196 SIDELITE HEAD AND SILL 6063-T6 I CGI EXTRUDER 23 H5 V3332M .187 x.320 WEATHERSTRIP PILE V/CENTER FIN WOOL IILTRAFAII OR EOUIV d w C� 4 CGI-197 FREE STANDING SIDELIIE JAMB 6063-T6 CG1 EXTRUDER 24 NB V33321K .187 X.500 HIGH PILE W'STRTPPING WOO.W/FIN LLTRAFAB OR EGUIV rx cp 5 CGI-199 HATING SIDELITE JAMB 6063-T6 CGI EXTRUDER 25 H9 CH-L08-11n77 HINGE(4 1/2'X 4') ALLMINUN CGI-CUSTOM A1727ppccNNx/2WFH HT) Q u 6 CGI-197 PANEL T�AND BOTTOM RAIL 6063-16 CGI E%iRUOER 25A HIO AM HINGE(4 1/2'X 47 BRASS PAGER p1T27-p2[4HxEa2 M(Sp) V p 7 CGL-194 PANEL VERTICAL STILE 6063-16 161 EXTRUDER 258 Nil AB80D-US3 HINGE(4 1/2'X 4') S/S HAGER {12-21x1/2 HS) O d Q Q g 9 CGI-199 SHEAR BLOCK 6063-T6 CGI EXTRUDER 26 NI LGI-382V GLAZING BEAD BULB VINYL CGI-CUS10H Q n D 12 CGI-191 FRAME HEAD AND SILL CREW COVER 6063-15 C61 EXTRUDER 27 M7 3/8'-16 FULLY THREADED ROD-SECURED WITH 3/8'HEX RUT ZINC PLATED N cm 13 CGI-192 FRAME HEAD AND SILL SLANTED SCREW COVER 6063-T5 CGI EXTRUDER 28 - SETTING BLOCK(2 PER LITE) EPIW DUROMETER 8055 SHORE A LL Z �g4 14CGI-121 7/16'GLASS GLAZING BEAD 6063-TS CGI EXTRUDER N E: 14A CGI-123 I'GLASS GLAZING BEAD 6063-TS OCT EXTRUDER Q w IS CGI-200 SHEAR BLOCK PLATE 6063-T6 CGI EXTRUDER NOTE, ITEM NUMBERS 8 10 & 11 ARE NOT USED O 16 CGI-195 ASTRAGAL 6063-75 CGI EXTRUDER 17 CGI-508 SCREW COVER 6063-T5 CGI EXTRUDER a LOCKING HARDWARE PART Na DESCRIPTION MATERIAL KANUF. REMARKS g v' CGI-4503PL 3 POINT LOCK ASSEMBLY(ACTIVE LEAF) CGI-CUSTOM USED WWI.OPTION'S 8 N CGI-1204 FLUSHMT ASSEMBLY(INACTIVE LEAF) CGI-CUSIGH USED BY ALL OPTIONS € O0 Li Li OPTION 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) BALDVIN r� Or. FD DUMMY LEVER(INACTIVE LEAF) BALDVIN OPTIONAL 8231 DEAOBOLT(ACTIVE LEAF) BALDVIN s N o OPTION 2 JD60 DEADDO.T(ACTIVE LEAF) DEXTER BY SOH N^ 'm° N JIO TOR605 ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SOH $ 0 d 0 3 in JIO IOR605 OW LEVER(INACTIVE LEAF) DEXTER BY SCR OPTIONAL Z_Z n OPTION 3 032410 DEADBILT(ACTIVE LEAF) COPPER CREEK PRODUC f REVISED 3:O 'r4i 81.2228 ACTIVE LEVER(ACTIVE LEAF) COPPER CREEK h•MINCwi(B tM F1ar1AA 81.2290 DUMMY LEVER(INACTIVE LEAF) COPPER CREEK OPIIDAL AArepp•K No �Q .U/A LA�4a1y�4te 0 N►..•II t1D$ Csbd SCREWS ITEM 1 PART Na DESCRIPTION REMARKS 3 IB 1 14 X 3/4'HEX HEAD TEKS-MULLION ATTACFRENT -m u 19 1 6 X 1/2'PAN HEAD SMS-ASTRAGAL ATTAC101ENT 12'FROM ENDS y a 20 B 10 X 1 1/4'PH SHS-ASSEMBLY 3 PER CORNER m a g •• ••• • • • • • •• cm' N o«a h • •• • • • • ••• • 0a m Engr.JAVAD AHMAD u CML m FLA. PE70592 o n • ••• • • • •• C . 538 1` b • • • • • • • • • • ••• • • ••• • • �� 0t5 drawing no. W13-01 sheet g of 11 • • • *00 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.V m M O J Q Balt Lfi� Bolt Assembly F f H a Assembly (L Oo O tJ O u. Linkage Assy. linkage Asey. Q "t C�� Rod Rad 0�� {L Z2�Ng0 1/2' Q W.i"i F Bdl O Horsing (10 x 3/4'PH SMS � n Flashbdt Ilp n N f/1 N xM O� Q Gonne r-6hed Cannea9an _ ~ N Wned / =N o Keyed _ _ Keyed \ N I Cylinder/Dea 0dl Cylinder Deodbdt Assy. (9 x 1/2'PH MS 0 N M i:s Assy. - Tagpl— / Gj 0 3 yr - O PROD UCrREVISED E Z Z r t"pwn wilt Ill Floral 6 '� Wfdln code. 3 0 Keyed F,1*01-[kit�l�.1l�� g M Cylinder o 1 U�� Tappieae Mshbdl Y�ISI��. Adki. N►d PF* C�•oi Shed alp, W lyhetl Clips TOP SECTION SHOWN (BOTTOM SIMILAR) c Flushbolts(Inoclive POnel) i ; Top&Bottom n a N n 1 Engr.JAVAD AHMAD .t •l CML p 7 92 l n • ••• • • • •• FLA.CA.N.N.(53 u — � 2 ••• • • ••• • • UG 0 5 Browing no. CCI CUSTOM W13-01 3-POINT LOCK sheet y,tof 7 t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.788 u 1 .062 1.625 O Z .730 1.590 .080 .100 F S a 1.567- 4.495 1 C1 c 5.500 Q,i1 P, aE 1z O DOOR FRAME HEAD/SILL FRAME COVER 19 0 a V o F^-1 587 3.825 I 0 1 fQ.p 2.458 I C`3 o K 1 1.410 f^- 9; w 1.625 062 {�Z 1.625 O TOP & BOTTOM RAIL �{ O 3,300 13 SILL COVER oeo ' 6.438 073 J ,� 1.828 v .465 �0 0 � z of _ O� a� .075- 1.0`83 4.495 ,Id 1.755- O HINGE & LOCK STILE g N n SIDELITE TOP & BOTTOM FRAME 7 SIDELITE JAMB COVER Z Z a 3260.135 .070 1.500 185 raQDUC f REVfSEb .805 •245 .625 Malywll�/M Pbrl•t L1.622 c� �y Ott 1 o$ 1.060 Yt/o1 16 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 3.005 �{ .875 1.061 1.125 2.000 II Li ^+ ^ L .99`.•• OSii • • • •• N o o m ,250 • •I •• • • • • � o<m u a .120 1.462 090 .500 1.1�1•�• • • • •• • .080 $� .080 14 n •• ••• •• • • •• 4.000 jr.120 a.000 GLASS STOP (LAM. GLASS) 4.L .075 ^� Engr:JAVAD'AHMQ o u m CML .070 505 FLA PE 70592 .125 Ir •- x,20 • • • •• CA.R. 38 o a � 2.388 1.465 1.465 �- • • • • • • • • t .420 .� .99� •.050 • • • • • • -�I.870 • •• • • • • • • 1 1.225 •••_ ?184 • ••• • • �Il�•� Browing no. O O 0 ,4 W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 10 of 11 000 • • • • 9:0 • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• • • 20 20 U � o I 20 ASSEMBLY FASTENERS TO BE INSTALLED ASSEMBLY FASTENERS TO BE INSTALL'. / PRIOR TO JOINING MATING JAMBS / Z J 4 PRIOR TO JOINING MATING JAMBS / /-/ �' •/ //}}��. �.0(j /• i 3 /- /• C0 0�� aW32- � aZW � 0 / / Q W ei F / I I I � I 3 I HOLE CAP--''(� I ACCESS HOLE I � j '0' o MATING JAMB I S i 0 uj CJ FASTENERS j S i p SEE SHEET B I 4 FOR DETAIL I fn IN stmt N M J � a3Ju°i SIDELITE JAMB CORNER SIDELITE MATING JAMB CORNER O DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM o U�m fs Q 9 40 •• ••• • • • • • •• CO po m Y O • • • • • • • • • '^ 9 8 c 9 27 • • •• • • • • • v o i m • •• • • • • ••• • Engr:JAVAD AHMAD I •n m CML FU,PE#7 S92 o n a • ••• • • • •• CAN.35 • ••• ••• • ••• 0 • drawing no. ••• ••• • A 0 LSF TOP & BOTTOM CORNERTOP & BOTTOM CORNER w 3-01 sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 251h Street Miami,FL 33172 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 Pgqdi4,Gontrol Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dad!Couhty) rege rve the rig"! to have this product or material tested for quality assurance purposes. If this product or maferlal•fails to perform in the accepted manner, the manufacturer will incur the expense of suc t• i• and the AHJ ma•••• p p � p �.�fr�ing �' immediately revoke, modify, or suspend the use of such product or material within l4eir jurisdiption. REV•.•; reserves the right to revoke this acceptance, if it is determined by Miami-Dade..r'.nunty Product rontroL... Section that this product or materiAl fails to meet the requirements of the applicable4mi4ding coc6..• 0 9:0 0• This product is approved as described herein, and has been designed to comply with the Floridtt•Bui[ding•• • Code, including the High_Velocity-Hurricane-L DESGRIPTrON: Series"CGI Heavy Duty"Clipped Extruded Aluminum Tube?4ullion;•B ►III. ,••�•, v� vivfEl rawmg o. tit ea Heavy bury vpp�u r� eumgnu p uSe • Mullions", sheets 1 through 25 of 25,prepared by manufacturer, dated 08/29/11,with revision B, stghed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in-advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. CApproval No. 16-0218.04 MIAMI-DADS COUNTY May 26,2021 �11r7r1(D April 21,2016 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B, 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 20t-94 •••••• •, 5) Cyclic Wind Pressure Loading per FBC,T*ASVd3-94 6) Forced Entry Test,per FBC 2411.3.2.1, and.TIAs 202-904 ;••••; along with marked-up drawings and installation diagram..06`clipp8d.•al4minuxn... mullions, prepared by Fenestration Testing Lab, Inc., Test•tepprt Np!•FW.L-6443••• (samples A-1 thru E-1), dated 02/28/11, and addendum lettMdVed 051VIII, sign8i!1••:• and sealed by Marlin D. Brinson P.E. • C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FUC-2010 and with FBC 511 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. Manuel Per z P.E. Product Control E iner NOA No.16-0218.04 Expiration Date: May 26,2021 Approval Date:April 21,2016 E- 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 02/15/16 signed by Mario Ferrucci III. G. OTHERS 0 0000•• 1. None. •• •••• • 9..... 6090 .....9 000000 . . . .00000 0000 0 0 0 0 0000 0. 00 00000 0000.. 0000 000.0. 0000 0000 .090.0 0000.. 0 . . . . .00000 0000.. 0 . . . . 0000.. 00 0 000 . 9 0 00 Manuel Pere Product Control E mh r NOA No.16-0218.04 Expiration Date: May 26,2021 Approval Date:April 21,2016 E-2 GENERAL NOTES: s FMULTIPLE LOCATIONS REQUIRING A Pg R LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE R8 9 ESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE Yd gg dd EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 g sig 9 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS............_.................1 e m 3E 1 ELEVATIONS...................................1 MULL TO 2X WOOD........................2 x WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONSHAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO I&MASONRY..............2 MULLIONS / "-'� SEE DETAILS INSCRIBED INSIDE INSTALLATION NOTES...................2 ^ rsecrANcuurt NOT HAVE A GAP OF MORE THAN 1l4'FROM THE CLIP. MULL TO MASONRY.................-....3 LO SHAPE MULL TO STEEL STUD...................3N SHEETS 2-3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.............................-3 z 8 m Z � DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS........_...................3 O IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS._..................4 ,J BAY MULL INSTALLATION..............4 1 X 2 X.125 MULL SPECS...............6 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS...............6 INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..._.....7 W // 11 1 X 2.76 X.66 MULL SPECS............8 m Z o e SEE DETAILS III III III \ 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.600 MULL SPECS...._..9 O o ATHRU G; / Y / 1 1 1 STERE A;LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 x ax.125 MULL SPEC3......_.......10 r (_ (h III __ SHEETS 2-3 _ I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBEMU SPECS.......11 m Q SHEETS 2a 1 X 4 X.18 T MULL SPECS......11 O m PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188 X.285 MULL SPECS 12 Z I I III OPENING 1.26 X 3.25 X.100 MULL SPECS 13 W VERT. HEIGHT 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 126 X 3.25 X.624 MULL SPECS.....14 Z) O F 9 MULL FOR 1.25 X 3.94 X.824 MULL SPECS._.i6 J Z£ LENGTH HORIZONTAL SEE DETAIL E. MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS...............16 r 2X6X 26 MULL SPECS................17 D Q O BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT LU 1.28 X 2.11 X Y M MULL SPECS....18 W SHEETS qS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 0_ REACTIONS. 30'X 3.25 BAY MULL SPECS.........29 d F Q N 45°X 3.26 BAY MULL SPECS.........20 O Z MULLION&CLIP DIMENSIONS......21-23 U Z„ 00" FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S EXAMPLES 1&2..............................24 0 _J o' PRODl1CTS MAY LOADING EXAMPLES......................25 ee0[F ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING W Y MUS(BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH O Z III MANUFACTURED CGI-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. CWU Q O Q Z 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. m A�lQof y; /SEE DETAILS m A-D,G,H; MULL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING o �—HORIZONTAL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL r^HORIL MULL LENGTH--) 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. H LENGTH� I--OPENING WIDTH--I ff 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR'TRIANGULAR/TRAPEZODAL". PEMNG - 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FTO FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING 1FlaPMy �-PIYIAZ Wkh isHEIGHTTHE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE PeltOPENING MULL f' HpR. T. MULLION CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN ryppNHEIGHT LENGTH MULL / LL STEP 1). ml dePmdutlCTH L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE RK REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 111 I 111I// OPENING WIDTH • • • •• \ L n'! SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE O 141E SA�4� FIE�T AID I+SING YOURACPtlAL SUBSTRATE CONDITION(MULTIPLE \ �pN .. .,•!!�, OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN Mlg'APPLY) SiLECT•Atl ANCHOR QIP PAT*RN AND VERIFY THAT THE REQUIRED ANCHOR �� . �1GENSE P FOR VERTICAL MULL CAPACITY IS MET. • •• • • • • ••• • Q.' .•,}I(/% MULTIPLE MULLIONS • • • • • • •!! •• ••• _ ¢ NO.66705 SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINEDWZE}ABLE IS HIGAER TAAN THt DESIGN PRESSURE REQUIREMENT(LBS/FTI)FOR THE FROM FIGURE 1 ABOVE. 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 SUBSTRATE4/77�r9vL'/t�6 STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFF')ROM•HE FENEVFRATIOR PRODUCT fVE%8 AND COMPARE WITH THE FINAL MULLION )�•.• SAT OF :' 62014 FLORIDA BUILDING CODE FBC).5TH EDITION JA '•,F!:ORIO?;.•' ( CAPACITY(LBSIF-f')OBTAINED FOR THE MULLION6YSTLRv1.THE LEVES O H�TWO S LI•APPL�FOR THE ENTIRE MULLED FENESTRATION i X •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. • • • • • • • • • • //;SS/�N AL�`'` -ALUMINUM DESIGN MANUAL,ADM-2010 • •• • • •• rr r I I 1 •AISI-S100-07/32-2010 9)HIGHLIGHT OPTION USED AND TABLE VAL4P jSED IIIA SPEC(FI4APPLICA-MON WHEMUSING IAS NOA TO APPLY FOR A PERMIT, A.LYNNIt.#58 0 P.E. FL P.E.#58705 • • • • • • • • • • �l J" i DETAIL B: MULLION DETAIL A: MULLION X O MULLION ATTACHED T1BUCKSTRIP ANCHOR g yb a& MULLION TO 2X WOOD BUCK OR WOOD FRAMING WOOD BUCK AND MASONRY ATTAAND CHMENT PER SUBSTRATE, OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEESEETABLESIB-16B ( SEE N07E 1, N 1 MULLION I SHEET I. Z '6 m O N I I I 6 j I SEE SHEETS o e b i MIN 2.7 KSI '• .-', EDGE J 21.23 FOR HOLE Q I I CONCRETE OR CMU DISTANCE, _ EITHER THE LOCATIONS ° 1 i SEE SEE TABLES STANDARD O ° ° OFFBET MULL < EDGE o ° EDGE DISTANCE 10-160 W E CLIP MAY BE I DISTANCE I ANCHORSFOR in c:>o I I FOR WOOD ANCHORS INSTALLED BY p < I SCREWS °^A I I I SIDE VIEW ~ THIS METHOD. ° 250'MAX FOR S� Z h u ALL MULLIONS ° da O 4 e a EITHER THE Z H STANDARD OR U d m OFFSET MULL ed ° ° CLIP MAY BE J a EXTERIOR a INSTALLED BY Q F- THIS METH(D. u A EDGE - Z ' 4 a DISTANCE 4 LU11. — e d FOR D-° ad Z Q MASONRY a O N Q THE OFFSET CLIP IS ANCHORS --I F Z W RECOMMENDED FOR c) g fl g0I ��hh G EXTERIOR °d FIN-FRAMED WINDOWS,BUT MAY ALSO BE USED FOR F OTHER FRAME TYPES. Q Z>} O QQ Z W` TYP.ANCHOR iYP.ANCHOR z TYP.ANCHOR //�PER SUBSTRATE, PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1B-18B BEE TABLES 10.160 SEE TABLES 1B-18B EOGEIEND DISTANCE BUCKSTRIP _ SEE TABLES AND �— 18-168 ATTACHMENT EMBEOMI ENT BUCKSTRIP BY OTHERS, T ANO EMBEDMENT' SEE NOTE 1. ATTACHMENT I �,..•. SHEET 1. ' BY OTHERS. - • SEE NOTE 1, • ' SHEE71. MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW Ypp—,d u mmplylag wN!tw Eland.BaWln Cvyk, i FRONT VIEW HOA I.wI ede Prodocf 1.01 INSTALLATION NOTES: M- 1)ANCHOR EMBEDMENT TO BASE MATERIAL$HALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• • • • • • •• 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • • • • • • • • • `� .I 1-YNN ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE • •• • • • • • CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE •• •• • • • • ••• • A�..'�\\;ENSF '••F'P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. • • • • • • • • • .-�� •• ••• •• • • • •• =tic: N0.50705 3)ANCHOR HEAD TYPE MAY BE PAN HEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • • • ••• '.O.' S� ��♦ CU' • ••• /,V; 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED • • • • • • • • • �'��' .•,5 I TE T \\ ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. • • • •• • • '� FCOR\OP•'' • • %�FSS/ ••• • • ••• • • A�L•YtS�I�LEr?�,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • 0% • • • ••• • DETAIL E: s DETAIL C: —H .12E MIN. MULLION TO MULLIONS ^ INTERSECTION NOTES: i MULLION DIRECTLY ATTACHED TO MULLION MASONRY STRUCTURE F (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR'CROSS' E r 1 (STANDARD CLIP SHOWN) �� INTERSECTIONS. VARIES 2)MAY BE INSTALLED HORIZONTALLYo 1 (SHOWN)OR VERTICALLY. I TYP.ANCHOR c.•^ , N EITHER TME I PER SUBSTRATE, L3)SEE U-CLIP DRAWINGS,SHEETS 21-23 Z 'a m STANDARD OR _ SEE TABLES IB-13B M OFFSET MULL TOP VIEW FOR CORRESPONDING MULLION. O N CLIP MAY BE I I Y I-EO15—CE MULLION J INSTALLED BY II 1 B e FOR MASONRY THISMETHOD. I BT ANCHORS VARIES-F--� I I N12 STEEL SCREWS, °j SELF-DRILLING OR PREDRILL m Of m \\�MULLION AND USE SMS :D � F m o N M MULLIONZ) Z EXTERIOR q Z THE OFFSET CLIP IS F d EDGE DISTANCE ° q RECOMMENDED FOR / FOR MASONRY 4 FIN-FRAMED INTERSECTION J .s ANCHORS ° WINDOWS,BUT MAY U-CLIP QQ ALSO BE USED FOR 8 e OT HER FRAME TYPES. EXTERIOR W Z TYP.ANCHOR q a Z Z cV PERSUBSTRATE, q SGo EE TABLES IS a a SEE SHEETS 21-23 FOR L) F q Na'C)AA' TYP.ANCHOR _j'� PER SUBSTRATE, HOLE LOCATIONS 1L BUCKSTRIP SEE TABLES I&130 r J AND FRONT VIEW EDGE DISTANCE ATTACHMENT SEE TABLES ~ j SEEBY NOTE i, 1B-13B Z Q O SEE NOTE 1, EMBEDMENT SHEET I. Q Z - - . .•a . • a - EDGE LLJ y0 DISTANCE SEETABLES SIDE VIEW = �m MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU ID-13B H FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, \ SEE TABLES I0-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Marld ed••complying Ir" FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS �ONdi�\IBnidfn C \� Dite_Ll°1�� MULLION NDAM 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ® MI•ol Dndc ProductC ml 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. " 1 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED • • • • • •• EDGE \ - -•-�� i ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. • o1sTANCE �O • FTEE�STU➢S TIrNNBji THW _--SEE TABLES1�,,.•'�1(.EN SE '-.- FRONTVIEW • • ]� D ONS WIiH THE R BUILDING 16-13B N�„ .• • HM2�W0�08�KRE�MUT U3•D. = 1�In 9 . No.58705 EXTERTDSt ••• us OODENANCHOR SPECS SIDE VIEW �,:_ NOTES: LX n !6 1)FOR W004BACKED STEEL SiUUll,WOOD U•�51 ATL •:• ANCVRI(ALUESMAY YBEIII • %`��. ••FLOn10?•e,('j\� • • 2rSEL•COIKRESPbNDIRGtL40NT&3`ES, •• • SHEE%5*10,�Ojt .IUANTI SCREWS. A.LYNN MtitLER,P.E. FL P.E.#58705 • • • • • • • • In • • •• In: ••• ••• •• •• L^ a DETAIL F: DETAIL G: DETAIL H: 71.01 $ �t FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) E� Ba ®SEE DETAILS A4:, 30'OR 45' s SHEETS 2 AND 3 FOR INSTALLATION BAY MULL `^ TO SPECIFIC SUBSTRATES. C4 —MULLION V""U' Z0 O O O OOm d U o SIDE VIEW o SHOWN WITH I'X 4'X.125• I TOP VIEW I F Z C3 MULLION I I I I TYP.ANCHOR Z O EXTERIOR i �SEETABL S 1515 OR 165 PER SUBSTRATE, U g b I I g $ I TYP.ANCHOR I STANDARD MULLION CUP I I PER SUBSTRATE, I ; EXTERIOR U)2 MODIFIED TO FIT FIELD I SEE TABLES 18-14B m 1, I w Z CONDITIONS. 1 `� I I 2'X 5'ANGLE CLIP, 0- Z Q pl I I I 2 PER MULLION END,MUST BE d O Z N I I I I I INSTALLED INSIDE OF BAY MULL. J yp co MULLION I 1 I I I I m L) MULLION 1 I I I CD Q Y 2'X5X.125' V) I 1 ANGLE CLIP, } Z Q 1 I I I 2 PER MULLION END, > — MUST BE INSTALLED 4Q Z co I I INSIDE OF MULL. W m0 y I I cob I g € I "�TYP.ANCHOR PER SUBSTRATE, SEE TABLES 10-148 INTO WOOD, STEEL,ALUM IMO WOOD.STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN FIELD. ` EXTERIOR 01S1wFLOc EDGE ®\ CA �� Approval as omplYing wk6 to O PERS FlSdde Idl. Cop �L`C Date 1 •µ/{ ® I ® INTO WOOD,STEEL, NOAN ALUM,CMU OR MASONRY 1 HO MI4m10.de Prod. at ® EDGE DISTANCE B._ PER ANCHOR EDGE I — — �— • • • • •• of 1ONIN1j1 i DISTANCE—t O • ?4O1 SpR1NS�LLPTIQWONTIONGiH: \O��•.......MIC�F PERANCHOR I •1)USBf24AN o ILIPe PE'k MELt�N E4baCLIPS MUST BE INSERTED INSIDE OF MULLION. :•' �' NOTES FOR INSTALLATION OPTIONS F: • • • • • • • -�ti X6705 ••2)D211t2 G:SI&ABLES IB-T48 IOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE NO 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11"X.125'MULLION. LOCATIONS. 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR�+UTOR QUANTITIES AND SHEET 22 FOR HOLE ,d I d Q1 • YQC•TIONS. • • • !..�'•. S/r 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • : • ""�/.� '•.,•F-COI:'0��•' C�•�,, •• • • • • • �c� fir\` • • i i •• • • •• S�OfJA� ••• •• • 000 • • A.I.YNN'M1111 ,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • TABLE 1A gg 5gry MulllonCa cl Table Ibalftt "pk6C Opening Width(fDrverlice*spard mullons)orOpening Height(for hodzontak3parrirgmWorts) e a r 601n 801. 701n 60 In 901n 1001n 1211 in UO M 1801n yydt _ 63IY ReclenNlly Tiap/iYlenp. RedanpJv MWTHeng. Redan9M&r TIepJTdere. Redenguler TreprM.". Redopuler Treprmeng. Ralanpaer Tnp7 .ng. Rctanguly Mep/Tdeng. Ract.ngd.r Trap/INanp. Rectangular Tnp/Tdang. 1 It 2xA25 LwMq Loeare Ware LoWeq Wftg Loading Loaang L-ang Loading Loading 10ean9 Loadre Loadre LoedOp Lowing Loadre LcadNp Loeare 6 Alum.Tube ,. �•_ r0i & t _ � figg'_ �' �^Mullion � � rS � � � b� � � 04 21 i- � � 421n 111.9 408 129.6 332 93.2 1 408 116.5 325 $,, 7 107.0 321 89.9 106 104.4 310 62.1 408 104.0 311) 55.9 408 111.0 319 48.0 408 10,10 319 19.0 108 104.0 319 35.0 408 104.0 319 461n 74.0 312 83.8 256 62.1 112 71.4 252 87.0 218 /6A 312 63.2 248 41.8 J12 61.5 2M 37.6 312 61.0 244 31.2 312 61.0 214 26.8 312 01.0 244 23.4312 61.0 2!! W70.0 234 63.2 281 81.8 22955.7 224 39.9 281 52.1 222 35.5 251 60.1 220 71.9 261 40.3 219 26.6 281 493 210 22.8 281 49.3 219 20.0 281 49.3 219 0to 541n 52.0 247 67.5 207 43.9 247 49.8 202 44.8 199 32.9 247 41.5 198 29.2 247 39.4 194 26.3 247 3a.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4247 38.1 193M60in 38.4 200 41.2 170 32.0 200 35.1 166 31.5 103 24.0 200 28.9 160 21.3 200 27.1 169 19.2 200 25.9 167 16.0 200 25.0 156 J 83 In 33.1 181 35.3 155 27.8 161 30.3 152 23.7 181 26.9 149 N20.7710124.6 148 18A 161 22.6 14! 18.8 161 21.7 147 Z BD In 28.8 165 30.8 112 24.0 165 26.1 1S8 20.8 185 2]./ 13fi 169 21.0 IM U g m 72 in 22.2 139 23.3 120 104.6 139 18.0 116 15.9 139 17.6 116 J d a �& 781n 18.0 125 19.7 109 15.7 125 16.8 107 W W J - 7e1n n.5 11e 16.z 104 O" Q N a TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: --I 2 Z ro Anchor Capacity Table(lbs) ANCHOR CAP.,,„,,, ` U wy � Subslnlc 2.76 Cacrde 3.5k Caw. Fioaow CMU Fled CMU PT wood Metal (DP)X( 1=ANCHOR CAP.,,, 7" 5116'Elco 111•SS Ek,5/16•Elco 111'SS Eko 0410*SIW 412 Slee) 412 Sled MULLION CAP.,,o,,,.,, F- AncharType' 3/16'EkoUMcon 1N"Eko UOrecan 3I78'Eko Ullrec,n 1l4•Ekc Ulbacon reGata U9maan AggreG@W Mw Screw G5 Screr(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR x Y Anr:.horCllpPanama w-1/8' ( ) ( ) N to Edea Clsume(n>: r 2-1rC r z-112' 3-116' r2701U2 " r 2.1(Y Y 3-vr r o.46• 0.6+• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN } X ¢ 2 Embeanenl(411 1-111" la/r 1-311• 1-Y4• z 4' 1-14• 1-v4• 1.114• 1•v4• r 104/8' tare• +ark, ACTUAL PRESSURE REQUIREMENT FOR THE > Q 2 Anonors Q 4.75'Mln.O.C./Skndard a Olhd pip(F19.ty ]BO b 380 roe 450 Pos ego Ian Ja1 9m110 351 M6 740110 374110 611110 a61Da 311 lcs 442110 SOO W OPENING,WHEN IT IS LOWER THAN THE MULLIONI't Zm On®116"MN.OC/9landard(a 06,1)C9p(Fq.2): IBO Iba 70o I10 wA WA WAIba WA WA WA wA wA 862110 eas ma 1120Ibe CAPACITY(FROM THE TABLE)OF THE SELECTED4 Anehaa V 3M1a O.O.r(27045 Angie apa 10`19.31 480 t" 780IN 690 are 1580110 JOBB melbs wA 760110 748110 Sao 110 1892 gm 882 h, 865110 1120 Iba MULLION.IT WILL YIELD A MINIMUM ANCHOR2 Arolwra®OA5'Min.O.C./UCtlp,Into.125'Ahxn.0`19.4): WA r. WA WA WA WA WA WA WA WA WA WA N/A 715 ba CAPACITY WHICH MAY BE USED TO QUALIFY $10516, 195110 225110 4451bs $221ba110 177110 770110 18716, 332110 473 ma 110On nn10 leo n. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancbon 1.15'Mb.O.C!FLJIp(Fq.B): 240 110 1509, NIA WA WA WA. 180110 WA WA WA WA WA 041 Nw 442110 500Iba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Apprelad a m•plyla`1r1161 e SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000- Florid Bdding 13at r �O MOAN 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. Miaml Dade Prud.1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. By • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 1011 I 1 111 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. a v., •• ••• • • • ••• .125" : •.......AtiIJ��i� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI JbSPECIFI TI(: .jOL:ONZ7WQ GRQUTiFILLED r \� .•'',Gf-NSC • 'P CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AST C-90. D S��I--WW BWRGSSYREiREAIED I .• �� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUMSHALL Brp60WT5•ANib8w MNIMIM OF.125' - No.55705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANDoW THCd(68 GAWW).STRUCTl212AL•STLLeTO BE AT VX 2"X.125'MULLION �s LEAST 125'THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ - THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8S.S.OR 410 S.S. =-13 ", I,6 U P '. bTATE F <<J^- • ••• • • • ••• c„ • • • • • • • • • 0� .•�LOROP•' •• • • • • Is • • • S/ON/a1_�• • •• • • • Is • •• ••• ••• • • A.LYNNI fvULLER,P.E. FL P.E#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• �4 TABLE 2A Mullion Capacity Table IbsiR° Opening Width(for verucaly-spervling mullolls)or Opening Height(for hodzortafy-sperring mUAons) RR A y$11 601. 601. 701. 80 In 901. 1001. 1201. 7901. iBO In €3i YUR Rectangular Trap77dana Reclan9War Twndang. Rectargular Traphdov. RecterlpWar TreprTdan9. Reolenpular TreIYTn.rg. ReGergular Trepidarg. Recten0uler Trep/Tderg. RectenpWar 7rapTllarq. Rmleroular TrapmUrlg. LoedIM Loadrg Loading Losdln Losdlrg Lmdlp Lowing Loadl LoWtV Loadrg Loadrlg Losdln9 L..dIrV Laadrg Loadaq Lwdng Loadine Lwdg 1x2x.37b 9 re 111 8. S ®' Alum.Tutee � � d� 6 IIs' . B.. Mullion 451, y�g�y$¢, �� d8 � Yd8 � d 28 dd dd d 921. 1700 620 170.0 435 151.3 fi82 170.0 478 129.7 682 170.0 608 113.5 68'1 109.5 518 100.9 882 1689 517 90.8 662 165.9 517 75.7 682 168.9 517 64.9 eel 188.9 517 56.7 882 188.8 617 J 48 N 121.6 507 136.0 419 101.4 607 119.2 410 86.9 507 108.7 403 76.0 507P.8237 67.8 607 89.6 397 80.8 507 99.0 390 60.7 507 99.0 396 43.4 507 99.0 396 38.0 607 99.0 398 E0.6261n 103.7 466 114.6 378 e6.4 456 09.9 371 74.1 458 80.6 361 84.8 45557.8 456 81,3 357 61.8 456 80.0 358 43.2 456- 80.0 358 37.0 456 80.0 356 324 458 50.0 358 m � 54 In 85.q 400 83.3 336 71.2 400 809 3]A sio 400 72.7 3n 53.4 400 47.5 400 64.0 315 427 400 623 314 35.6 400 61.8 313 30.5 4D0 61.8 313 28.7 400 61.8 313 O ~ M 101n 823 324 66.9 276 51.9 324 57.5 270 44.5 324 61.2 284 38.9 324 34.6 324 43.9 257 31,1 324 420 256 28.0 724 40.5 25J n2 J24 40.5 253 19.5 324 40.5 253 f` 63 In 53.8 284 57.4 252 44.8 294 49.2 248 38.4 294 43.8 241 33.6 294 29.9 291 37.1 231 289 294 35.2 232 22.4 294 33.5 230 19.2 294 33.4 230 16.8 294 33.4 230 05 in 46.8 glia 496 230 39.0 268 424 226 33.4 268 37.5 n1 29.2 288 26.0 265 31.6 215 23.4 268 29.8 212 195 268 2e.0 210 167 268 27.7 209 14.6 286 27.7 209 w g A 72 ro 38.0 226 379 188 300 n6 32.2 191 25.7 225 28A 18822.b 225 20.0 225 23.5 182 18.0 n5 n.1 100 16.0 225 20,3 177 12.9 225 19.8 176 11.3 226 19.6 1T6 V a a 76M 30.8 202 32.0 177 15.5 202 27.2 173 21.9 202 23.9 17D 192 202 21.5 167 17.0 212 19.7 183 15.3 202 18.4 183 128 202 18.7 180 10.9 202 15.9 158 9.6 202 16.6 158 U) o: 76 In 2 7 1192 29.8 188 23.8 141 25.1 te5 20.2 192 n.0 782 17.7 192 18.7 158 157 102 18.1 157 14.2 102 t6.e 155 11.8 182 15.2 162 10.1 192 14.4 150 8.9 192 14.2 150 W J 90 91 18.6 144 19.0 128 15.4 144 16.1 126 d = Q N O Z 00 961n 152 12) 15.8 113 V 6m0 66 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: } M o 0 An horCapacftY Table IN ANCHOR CAP.,,,,,,,,,, X Y 8ub.lrete: 2.7e Concrete 35a Cana. 4011-CMU Filled CMU PT Wood Metal (DP,)X( )=ANCHOR CAP.,,. Q N a18'Elm 114'SS Elm 5118•Elm 14"SS Elm #10 Simi 912 SMI 012 Sled MULLION CAP., ,,,, ` x Q 3 Anchor Typo: 3116'Elm Ullreaon 1/4"Elco Ult-on UN'Elm 1.111won 14'Elm Ullreom 5 Anchor Clip Patterns U6recan ApgeGala UIDxm AppraOeta Suer(GS)screw(G5) sorew(Bs) USE THIS FORMULA TO OBTAIN THE" IJ CAPACITY REQUIRED'CORRESPONDING TO AN Z Edge aalerws On): 1' 2-1r2' 1' 2-1/7 1770 1' 2-112' 1' 2-+IY 7' 9-118' Y 0.46' 0.54' 0.324' �$ mO Embedment Mk 1-y4' 1.34' 1-314' 1914' Y 1.174" 1-1/4" 1-114' 1-114" 1-U4' 1-114" Y 1418' 1-318' wrle. ACTUAL PRESSURE REQUIREMENT FOR THE ba 2 AmtC 4.75'Min.O.C.I St dmd or OWN[00(Fla.1): 390 bs 39015s 450 Itw aao 18441M 2701M 28016. 35411. 7401be 374B&roa1 bs 94815. 341 Ib• 442 W. No bs OPENING,WHEN IT IS LOWER THAN THE MULLION � o. TABLE) THE TA FROM CAPACITY BLE OF THE SELECTED 4 Ano)..®1.15'Min.O.C./91eMard(a 011eeI)C`2(Fq.27. 480 ba 7001be WA WA WA WA 38D lbs WA NIA WA WA WA 862 a. BBS lbs 11201b. ( ) 4 Ancba.®3'MY,.O.C.I(2)2a5Angk CJIp./(Fq.3): 7B0 ba iBO lba BBO Ibs t56o be tele a. wo Ibs I;eo be WA 760 nxi 74810 810 Ibs 1�2 ros 662 R. 685 ft 1120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anal..®0.45'MM.O.C./ULllp,Nio.125'AWn.(Fq.47 WA WA WA WA WA WA WA WA N/A WA wA wA wA WA 715 m CAPACITY WHICH MAYBE USED TO QUALIFY 1 Anchor/F121p(Ftp.5): 195 bs 195 a. 225lba N5 ba 82210. 135 lb. 1401h. m lbs 57015. 187 lb. 3J2 ros n3lb. nD ma n1 IDs leo bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnGoo.®1.15'Min.O.C.I F-alp(Fig.6T 240 M 350 b. WA WA NIA WA -190 Ib. WA NIA WA WA WA 341 ba 442 b. 560 bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: Lpp-.d w mmplylaswGidw Flo Bddin 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dela " SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -� 1.000" �•m Dade Prodne4C 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 87 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000" 11 1 I I I I I • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIQt�JQL F �41C=101•(pS SHCyNN ONSHiETS'I13. ��L �.�LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCFJI S. 0 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301•PECIFI"IOM.HOLLQW rD R T-FILtF� L .375' Q •'-•�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CSO.WOdD SRAJ,L�E PF SSU�E-T EAjfap 7 - (4o.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINLfttHALL�9063--7f�t AND B A MINIMUM OF.125' 1-X 2'X.375*MULLION , r�7I--- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT _ �j / O'.- 'I LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -p (,//`p 116 111= THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. • ••• BI AfE F �/ • • • • •• ••• •• • • A.LYNN'MILLER,P.E. ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • TABLE 3A � �$ Mullion Capacity Table(Ibse) 6 Opening Wldth(for veNcaXY-Spanning mullons)or Opening Height(for hodzonlak-Bpanring mlillons) 60In BON 70 in BO In BO in 100 h 120 1n 140 In 160 In Ractenpllr LegJTdenp. Recten7.ler TrepRdarg, Rectangular TrapRddr9. R4clenpier Tnp/Tderq. ReclenWler T,.prTd«q. Reclenplar Tmp/rdan9. Roctn9ul« hep/Manp. Reclmgiier 7rep/rdeno. Rt .1 TraplTAeng. 1%2.76% Loedne Lowing Loadn9 Loading laadnp Laadn9 Lmdnq Lo." lnadrp Lwdng LaodNg Lo L°edn9 Lowing Loadnp 109d9W lnad+p Y _ Fil, Tgid, _ ' _1H Tube .376 Alum. Mullion -j J J 421. 170.0 620 170.0 435 170.0 714 170.0 478 170.0 868 170.0 508 170.0 092 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 52t 146.7 1301 170.0 621 127.6 1301 170.0 621 1t1.5 1301 170.0 621 16N 170.0 708 170.0 624 170.0 850 170.0 661 170.0 971 170.0 &10 170.0 11]7 1711.0 681 151.8 11J8 170.0 677 138.8 1139 170.0 880 111.9 1139 170.0 680 97.8 1138 170.0 880 65A 1138 170.0 880 W 50.625 In 170.0 741 170.0 563 170.0 898 170.0 a31 167.8 1032 170.0 884 148.8 1032 170.0 723 130.6 1032 170.0 747 117.{ 1032 170.0 756 97.9 1032 170.0 7Ii8 B3.B 1032 170.0 758 7]./ 1032 170.0 738 j -3 6/N 170.0 7B7 170.0 812 181.3 B07 170.0 891 138.2 907 164.7 730 120,8 907 162.6 720 107.5 907 115.0 714 88.8 907 ICA 710 80.6 907 140.0 709 59.1 907 140.0 709 60.6 907 140.0 709 r � M 60N 141.1 735 161.6 625 117.8 735 1]0.3 611 100.8 735 116.0 590 88.2 7J5 108.2 690 78.4 735 99.5 583 70.6 7J5 85.1 578 68.8 735 81.8 674 50.4 2 1- 735 91.8 674 44.1 739 81.8 574 83N 121.9 886 iJ0.0 570 107.6 683{ 111.6 657 87,0 BBB 96.9 517 76.2 888 90.1 635 87.7 888 83.9 53t 50.9 668 79.0 528 60.0 868 75.8 521 43.5 886 75.6 521 36.1 666 76.6 621 Z f. 68N 108.0 807 112.8 522 88.7 B07 88.1 511 75.7 807 85.0 601 882 607 77.1 483 58.9 607 71.5 486 63.0 607 67.6 481 44.2 607 83.4 476 S7.B 807 62.7 474 33.1 607 62.7 474 ? LU ..g. j 72N 81.9 310 85.8 M3 88.0 510 73.0 431 56.3 10 64.J 428 67.0 910 97.9 419 45A 510 53.3 413 40.6 610 50.0 408 34.0 St0 45.9 102 29.2 610 41.4 3B9 25.5 510 44.3 SBB Q j� -p Q J Q U 6 78 N 89.4 438 72.5 400 57.8 458 81.7 392 49.6 458 61.1 3B6 47.1 158 48.6 378 36.8 468 44.8 373 34.7 458 41.8 368 28.8 458 37.7 362 2A.6 158 38.0 3511 21.7 458 35.7 358 W � 78 N 84.2 IJ6 87.0 351 53.5 435 58.6 373 45.9 435 49.8 J86 40.1 433 44.7 3B0 35.7 433 IO.B 356 32.1 435 J8.1 ]51 26.8 175 31.4 J14 22.11 415 32.8 311 20.1 433 32.2 310 O. Q N BON 41.0 327 43.1 cq 2Po 34.8 327 38.4 263 29.9 327 31.8 280 28.1 327 ZO.J 273 2J.2 327 29.7 271 2D.9 727 27.7 268 17.4 327 21.0 282 11.8 J27 18.3 268 d r Z Be N 34.4 287 39A 267 28.7 287 29.9 262 24.8 2B7 28.0 218 21.6 287 23.1 ZN 19.1 287 20.8 210 17.2 287 18.3 237 131 2B7 18.8 2J2 V X i MCI M 106 N 24.2 227 .3 205 20.2 227 20.8 201 17.3 227 18.0 198 16.1 717 18.0 193 In � � Y 111 N 223 215 72.7 194 1a8 275 18.1 181 16.8 215 10.8 166 (V N 120 N 17.6 161 17.9 187 Q X Q O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: QW Z m'N AnchorCapaclty Table Ibe ANCHOR CAP.,,„,,,,.E _ u IX s 9u6etrole: 2.7k Corcrete 3.Sk Conc. HoRm CMU Filed CMU PT Wood Metal (DP„p)X( >=ANCHOR CAP.,,, �m Ander Type: 3116'Ek°UlOecw -r.0 Ueracm �° yi8'Eko Ultrocon tl4'Eko UNrxon 114'95 Ek°5118'Elw 1/4'86 EIao 810 steel 812 steel 81291eN MULLION CAP.,,a,,,,,, , ApyeGal« UlBacw AgBraGalor screw(GS)sorew(GS) screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Pattema CAPACITY REQUIRED"CORRESPONDING TO AN Edgegela0ce(h): 1' 2-1/7 r 2-lrr 3-ve" t" 2.1rr 1- z-1a• 2• 3-1/8' Y 0.47 0.54' 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE EmbMrnmt On) 1-31x' lata' 1-3l4' 1a4' 7 1-1/4' 1-7l4' 1-1/1' 1.1N 1-114 1-i/4' 7 lallr fele' a OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anctaro®4.75'MN.D.C./Slenderd«p4«tlb(Fy.1): 390IW SBO IW 450lba ego los 1814Iba 270 roe xeo IDB 354 8a Too Nr 3741bn 684A &IB me 341 Ibe 4121b CAPACITY FROM THE TABLE OF THE SELECTED 4 Anctars p 1.15'Mh.O.C./91aMard(«O6sa0 CNp lFf0.27 4808M 7001ba WA WA WA WA 31010a WA WA WA WA WA 6B21b 8B91tp 11201be ( ) 4Anctnn®3'Min.O.C.I(2)2r5 M�E .3): 7801W 7801Da 860 m4 158016a 1898 b. 640 ms SBOIbs WA 7000n 7481ba 9B016e 1692 lbs 062Iba BBS Ile. 1120 1b, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchwe®0.45'Mh.O.C.1 U17Ip,Inl .47 WA WA WA WA WA WA WA NIA WA WA WA WA WA NIA 715tH CAPACITY WHICH MAYBE USED TO QUALIFY 1 A .S) 1B3Iba 185 Wa 2231ba M51ba 922 Wa 13510e 110 Ns 177 @s 370 W4 1B71babe 2B0IbnADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 1.15'Mh .8): 240 Ibe 350 The WA WA WA WA 1 W lM WA WA WA WA WA 311 Ibe //215a 580 Y» ANCHOR CAPACITY TABLE. 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. approved sa b6mplyingwlth III, flprtd B6ldla C e Dalc ) NOAN FIGURE 1: FIGURE 2: TABLE NOTES: --1 1.000' r eol Dade Pr9d11c1 trot • . • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. m' _ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS 419/O7Za( tI]ND 4TVTS.LLbW*L:•• \ xoo..c.Ns.M FIGURES: 2.760" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TCSeVALE.FQP.EXOCTOVIM6NSONSP,9El SHEDS 21-23. Q' • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENWNAL RESTMOT60N9SHOWMONSHEETS•11-23. T`r: 'T7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LM MTIONa•• •• • • • •• - ' No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375' '"�.';� 7U FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUM�IUKSiFMLL BE 6008-T5 ANDBE A MINIMCM Of!*1'S � S+\t '16 • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(186A1lGErSTRUCTU S EEL BEAT '��^ G 1'X 2.75'X.375'MULLION 'i�� LEAST A25"THICK AND A36.ALL ANCHORS INTO MET*L SHALL EXTENS ATZEA%T 3 SC1 f W:HRjADS EYOND %`��S�ONA1-`N THE MATERIAL.N10 8 N12 ANCHORS INTO WOOD MRe BE S1;F�.,1�8 SSS.l�2 4'J jl�u... ••• :• A.L11NN MILLVR,P.E. «��uu ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • TABLE 4A • §Y1 Mullion Capoolty Table IbeIRT 0 �+: opening Width(for t+Alcaly-sparriromullions)or Opening Height(for horizodarr)sperrlrgmullions) >� kOil SON 00 In 701n It 80in 901n 100 in 12 In 140 In le01n E3iYy Re.lenpdr Trap/Tdrq. RwtenWar Traprrdang. Reolan9ulr TnplTdrq. Recl"ukr Tfapriderlg. Rectorplr TropRdeng. Rodentl TrepRdeng- Rectanpulr Trap/itlarq. Root near Tr.IJTding. Rwtenpller T,*Tdeng. B9�y 1 X 4.76% Loadn9 laadro Loedn9 Lor811n0 Lo.dMg Ladng Ladn9 Loedn9 Loadn9 Loadng Ladn9 Loedno Loading Loodng Loadrr9 Lowing LO no Loadng ®o SCC Y .860 Alum. n �^ Tuba 3,. ,. .. ,. T111 ftillon o � m J 42 N 170.0 820 170.0 435 170.0 744 170.0 478 170.0 898 170.0 608 170.0 9D2 170.0 519 170.0 1119 170.0 521 170.0 1240 170.0 521 170.0 1465 170.0 521 158.7 1620 170.0 521 135.8 1620 170.0 521 45 N 170.0 708 170.0 524 170.0 550 170.0 68! 170.0 902 170.0 830 170.0 1133 170.0 Get 170.0 1275 170.0 BP 170.0 1417 170.0 e80 141.7 1{17 170.0 850 121.5 1417 170.0 850 108.3 1417 170.0 580 11J 50.8251n 170.0 747 170.0 587 170.0 898 170.0 631 170.0 10/8 170.0 684 170.0 1185 170.0 723 162.6 1288 170.0 747 149.3 1288 170.0 756 121.9 12M 170.0 758 104.5 1288 170.0 758 91.4 1288 170.0 756 m O F O 5<N 170.0 7B7 170.0 012 170.0 956 170.0 891 170.0 1118 170.0 754 150.7 1130 170.0 803 113.9 1130 170.0 837 120.8 11311 170.0 858 100.5 1130 170.0 881 allot 1130 170.0 861 75.3 1130 170.0 681 r7 50 M 170.0 865 170.0 707 1411.6 015 182.3 781 125.5 015 141.5 745 109.9 915 132.3 735 97.6 015 123.0 726 87.9 915 118.6 720 73.2 915 114.4 715 82.8 915 114.4 715 54.9 915 114.4 715 0 ti { 6320 151.8 830 iB1.B 7111 128.5 630 138.8 BBI 108.5 830 1232Fe-al 94.9 070 112.2 670 84.4 530 104.8 082 75.9 830 99.4 956 63.3 830 94.5 049 54.2 810 94.1 &9 47.4 830 04.1 649 Z W a y 68 M 132.1 757 140.0 650 110.0 757 119.8 838 94.3 751 105.9 824 82.5 767 98.1 814 73.4 757 89.1 608 86.0 757 84.2 800 63.0 757 79.0 693 p.2 757 78.2 581 41.3 767 78.2 SBt d m e Q J J 72 M 101.7 638 106.8 652 84.8 636 91.0 510 72.7 836 80.1 530 83.8 838 722 521 58.5 038 66.5 514 50.9 839 62.7 508 424 838 57.2 500 38.3 036 55.3 497 31.8 638 55.2 197 78 M 80.5 571 00.4 498 72.1 571 78.8 48e 8. 71 B7.! 47B 51.1 571 80.6 171 /8.0 571 55.5 464 43.2 571 61.8 459 38.0 571 17.0 151 30.8 571 44.8 447 27.0 571 44.5 116 W 78 M 80.0 542 83.4 474 88.7 542 70.8 465 57.1 542 52.1 450 50.0 542 56.7 44B 44.4 542 51.0 202 40.0 512 47.5 437 33.3 542 4x.9 429 26.8 512 40.6 425 25.0 642 40.1 423 O. Q m 00 BOM 52.1 407 53.7 381 13.4 407 45.4 355 37.2 107 30.8 340 32.5 407 35.3 313 28.9 107 32.1 358 28.0 107 28.8 331 21.7 407 28.1 327 18.6 407 24.1 322 18.3 107 23.0 31B d U) z 981n 42.9 358 20.1 320 35.8 758 77.2 314 30.7 156 32.4 30B 26.6 358 28.8 301 23.8 358 25.1 300 21.5 356 21.0 2B8 17.0 358 21.0 28B 15.3 358 iD.2 281 U X atoo 108 In 30.1 263 30.8 255 25.1 253 25.9 251 21.5 253 22.6 247 18.8 283 18.9 244 18.7 283 18.0 ?AO 15.1 281 10.5 237 1111n 27.11 267 28.3 242 23.1 257 23.8 238 19.6 207 20.6 235 17.3 287 1&1 231 15.4 287 15.5 228 N rn 1201n 22.0 220 22.3 1 200 1 18.3 229 1&5 205 15.7 229 16.2 202 1 X Q Q TABLE 48 Z o ANCHOR CAPACITY ADJUSTMENT FORMULA: _� X•Q�• Anchor Ca act Table lbs ANCHOR CAP.,„,,,,, Of Substra1n) 2.7k C .16 3.5X Ceno. Ho9.w CMU Faed CMU PT Wood Metal (DP)X( >=ANCHOR CAP.,". Sr/8'Eko 1i4•SS Eko 5/18'Elco IN•SS Eke a10 Steel 912 Steel 812 SteelUl MULLION CAP., ,,,, pncbr Ty3/16•Eko UlIn-n 19l"Eko UOracan "L- 115'Eko Ultmon 1/4'Eko Uluecm AWeGatr UXracon Aggr.G.lar Screw(05)8cmw(G5) Straw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Edge p,teas 9 t• 2.12' 1• 2-1/P }I/e• 1• 2-t2' 1' x-t7Y 2• 3-1/6' Y 0.48' 0.51' 0.324" CAPACITY REQUIRED'QUIRE ENT F N Embedment 1-714' 1314' 1-314" 2 1-111' 1-1/4' 1.114' 1.1)4' 1-1/4' I-1W 2' 13/8' 1318" Lade. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclan 404.T5'MIn.O.c./SlerWrd or O0eel alp ffq•1) 3909n 520 /`�� 690 @a 1B141bn 2701. leo 1. 354Ibe 14DM 374 We 664 lbs 948 lbs 3/1 Ns 442 lb. 5801. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor Q 1.15"Min O.C./9tendW(a O•et)CSp(Fq.2J: /80 aq 7601. WA WA WA N/A 300 lbs WA WA WA WA N/A 8821. 0651 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anehas @ Y Min.O.C./R)2s5 An91e C9pa I(Fq.7): 7801. 7B0 Ma BBO Au 15801. 1896 S -5401. 5901. WA 700120 7/816. 800Ibe 18921. 682 Me ae 112010. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anctwle®0.45'euro O.C.I Uttp,Nlo.126•Atum.(Fq./): WA WA WA WA WA WA WA WA WA WA WA WA WA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F'W(Fq.S): 1951b. 1951. 225Ibs 4451be 822 Ibe 135 Y>• 140 I. 1771. 3701bs 1ST the 33x Ibs 1731. 110 the 2211. U. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ao..®1.55'MN.O.CI F121P(Fig.8): 2401. 5501. WA WA WA WA 1901. WA WA wa NIA WA 341 w. 4/21be 560 roe ANCHOR CAPACITY TABLE. 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. APPMtad a tempift NRb IYI Florid R.W. C11 ) nota 'Ll FIGURE is FIGURE 2: TABLE NOTES: 7.000' NOA (�' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ~ •mi Dad�Cfi4 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. RT 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING jDTgS IS 4LOW&BLF• •• N LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SOLE FOR E4CT D�A:N!N:SEE S14EE116 21-23. 2.750" ,��',.•'�1�ENSF•'•.F;t • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSII(JNAL RE>:MRICTiON•SHDWM 01"RaETS A-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • • •?c •• ••• •• • • • • •• "�' �. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' - aj CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •� -O �' 16 FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' STA-E f- THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.9HA L RXT(18 G-PLS).STRe1CTURAL STYE T ND � � LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL*%TEND A'RERST SCREW THF#A�BEl ND t"X 2.75'X.650'MULLION T '•.F-1pR1DP. XT • THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY B:STEEL+18-8 S.S.QR 4=0 As • • • • ��S ......loll • •• • • • • A.L1�NN MILCO ,P.E. FL P.E.#58705 C o TABLE 5A =8 gg MUIIIonCaas Table Ibellt' Opening Width(for DeNcalty-spemlrg mUllons)or Opening Height(for hodmntaly-sparring mUllons) SOin 60 in 701n 80 in 901. 10010 12010 11010 18Dh Reelanpulet Treiyldarp. Rectanpdar Trep/Tdnp. Raclmr941er TreplTdan9, Recler19Uar TwpfrianO. li.tnpder TnprTderp. Rectangular Tmp7d.np. RectengAw M.PfMn9. Rect-oor Tnprllinrq. ReclanWlar TWrdeng. 1"x 3.126"x taedn9 Loednp Loadn9 Lowing Loading Loading Lwdn9 Loafing L..ft Laedrg Loafing Loadn9 loadnp laedng Loadrp Loadn9 Lowing Loedrg b .500"Alum LO ., £ c a .-, OF,. a Fs '' a o _ Tube Mull s �� . � g �g �, � . �g �. � >� z a ED 151 lil J 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 080 170.01 508 170.01 982 170-01 518 170.0 1118 1 170.01 521 170.0 1240 170.01 521 1170.0 1488 170.0 521 1 170,0 1735 170.0 1 521 154.1 1802 170.0 521 45 N 170.0 708 170.0 524 170.0 BSO 170.0 584 170.0 M 170.0 on 170,0 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 650 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 560 w e 50.026 in 170.0 747 170.0 5W co 170.0 898 170.0 831 170.0 1018 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 -758 111.7 1495 170.0 758 121.5 1185 170.0 TSB 108.3 1495 170.0 758 o a 54 In 170.0 797 170.0 812 170.0 058 170.0 801 170.0 1116 170.0 754 170.0 1275 170.0 803 188.1 1401 170.0 837 1/B.5 1401 170.0 858 124.8 1401 170.0 BBt 108.5 1401 170.0 881 97A 1401 170.0 881 0�•3 60 h 170.0 895 170.0 701 170. 1083 170.0 707 158.3 1155 170.0 878 138.7 1168 187.0 928 123.3 1150 158.5 917 111.0 1156 149.7 910 92.5 1168 144.5 903 79.3 1156 1M.5 903 68.4 1158 144.6 803 5310 170.0 030 170.0 745 159.11 1049 170.0 650 137.0 1019 155.5 880 119.8 1048 111.7 518 108.5 1049 1320 838 95.0 1019 125.5 828 79.0 1018 118.3 820 08,3 1010 118.8 018 S9.D 1049 118.8 BIB 0 W In 188.6 955 170.0 769 139.0 955 151.3 801 118.1 955 133.7 786 104.2 955 121.4 775 925 955 112.8 765 03.4 0.55 100.4 757 69.6 955 98.8 749 59.e 955 88.7 748 521 955 08.7 748 ❑ d g $$ S 72 h 120.5 BD3 134.9 697 107.0 803 114.9 882 91.6 803 101.1 870 80.3 803 91.2 859 71.4 803 83.9 0!9 84.2 807 70a 842 53.5 803 72.2 832 IS.B 803 89.0 828 40.1 603 00.7 827 Q U ¢ J❑ U 78h 109.2 721 114.1 629 01.0 721 97,0 810 78.0 121 85.1 805 68.3 721 78.5 505 60.7 721 70.1 668 54.5 721 65A 579 45.5 721 59.1 669 90.0 721 50.8 561 34.1 721 66,1 583 W J � 78N 101.0 884 105.1 500 84.2 684 80./ 507 72.2 8N W01.1 804 70,4 587 56.1 881 04.1 558 50,5 884 58.9 551 12.1 664 51.1 511 38.1 881 51.3 536 31.6 664 50.8 531 d N BON BS.B 614 87.0 456 51.8 511 67.3 446 47.0 611 .1 614 44.8 433 35.5 614 40.5 427 329 514 37.3 421 27.4 61! 33.0 412 2J.6 514 30.! 408 20.8 311 28.0 403 JtoZ 0095 in 54.2 452 55.7 404 45.2 452 47.0 NO 38.7 452 .9 452 38.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6452 28.6 366 18.4 452 24.2 359 16.0 452 22.6 355 �I L a1081n 30.1 357 38.0 322 31.7 357 32.7 317 27.2 357 ,8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.0 2BD 15.8 357 18.0 293 13.6 357 18.2 287 11.8 357 15.0 283 N11110 36.1 738 35.8 No 28.2 336 30.1 301 25.0 338 1.8 336 23.1282 10.5 338 20.8 288 17.5 376 19.0 284 11.8 338 16.5 276 12.5 336 14.6 273 11.0 330 13.8 260 ❑120h277 269 28.2 283 23.1 299 237 259 19.0 269 7.3 288 18.1 252 15.! 289 16.3 219 13.8 288 14.9 216 11.11 280 12.8 210 D.9 289 11.4 238 8.T 280 10.1 232 x Q 0 Z (n TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: moa AnchorCe ecl Table Ibe ANCHOR CAP.,,o„•„ Suhtirale 2.7k Dorcl-e 3.6k Cak. Hollow CMU FMed CMU PT Woos M-- (DP,,,)X( )=ANCHOR CAP.,,, 81161 Etc 0 Ur SS Eko 5'16•Eko 1/r SSElco #1081.- #12 Steel #12 SIeei MULLION CAP.,,",,,,", AnchorCllp Patteme ' I10f 7YDe 3r1F'Elco ufracw v4'Eko uBracen umacon 8115 Elco lMr4cm yr Ekou9racon AggeGator Ulm- AggreGaiv Screw(G6)Screw(G5) Saes(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EOge pslarce pn1 1• 2-112 --j7--F2-112 3-t re' 172-112' V 2412' 2. 3-W 2 O.aB• 0.51" 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN EmlEdnnl n tat• lana 1aa• talc 2 1-v4- 1-v4- 1414- 1-v4- t-v4• t-v4- r tare' lals vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Mclnn®4 a,MIrt O.C.l Slerdwd a Oftel Clp(Fig.1T 39D los 39D NE 45D bs ego Yn 1641 ws 27010. 260 IDS 35/105 -745IDs 374165 6649E 916 I6t 3411bs 4129E 560•. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers®1.15'Mh O.O/SIaWaN(a M.,Clip(Flg.2j 480105 70D 9E NIA WA Nu NIA Septa NIA wA N/A WA WA m2 ws 6e5 IM 11208E CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arc ho QT Min.O.C./(2)a5 Ang%UWSI -193) MOM 700 to fiBO Ds 15501E 5896 BE 510 FE 5m 9a NIA 760105 745 wS 08ok5 1592 aE 682Ds 885105 1120 fE MULLION.IT WILL YIELD A MINIMUM ANCHOR 9Arct1ws Q0.45'MN.O.C./UC1p,NlD.125'Alum.(FI94} N/A WA WA WA N/A NIA WA NIA WA N/A WA WA WA WA 10731E CAPACITY WHICH MAY BE USED TO QUALIFY I AmhOr/FCIIp IFlO 51 tDs ws t95M 2250. 445ws 8220, 13s•s 14010a mIM 370105 tel ws 332 ms 473 to lows 221 uE 2aD Na ADDITIONAL ANCHOR OPTIONS FROM THE 2 Maas®1.13'MIa O.C7FCa (Fl96) 21010. 3509E I N/A WA NIA N/A 100 tlE NIA WA NIA I WA I WA 341 ws d42 RE 560 wS ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. App-d u wmplylas with(h. Florid 9oldin C 1-1.000•-1 Daae = FIGURE 1: FIGURE 2: TABLE NOTES: NOAN NAol Dade PsodeelC •(rd 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. 1/1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AVIJ)R"WIN(iWIWHS ISALLOWASLE. •• 3 125" � ,a� LYNN FIGURE 3: ♦ • • • • • • • • �q"•,.. �(�. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR LXACIRAME I S, �j�p HES 21-23. c� �10ENSF 9 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL I�trRI TI:JSgHO�N N 1EET 2�-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOWIONS••• •• • • • •S - i( No.513'105 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T ,-0lt( �' L6 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND @E A MINIMUW OF i2j"• %'� ,TG I' t THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND•0461 K(18 tl ). TR CTURAI•STIL9EL TOaBE AT 1'X 3.125'X.5'MULLION p �Z\ e/1 GP S Y (1•VF MULLION) LEAST TERTHICKAND A36.ALL ANCHORS INTO MA-,SE SA EX8 SAP LF6410 3SCREW TMRI�,OS BlYOND �Sr •...-• •C\ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY•B STEiL,164 S.�OI.410 S16. • � � �• ///S/Q �•• �• •♦• �•♦ • • A.L>sNNMILL R,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • r TABLE 6A � � Mullion Capacity Table pbe7flz Opening Width(for 9amcal1l spanning Mullions)Or Opening Height(for hod7aMalty-sparring mullions) ,5 501n OON 701n 501n 90 In 100N 120N 1401n IBON EY45 �� b RNI.Wlar Trep Uwv R.clengdar TreyTdarg. Rxlanpular hap/I6ang. RacWgAw TmprTdang. Rwtmgjlr Tr ep7Tdang Reclelgder Tr.p/Tdan9. ft ctanoulr Trwm.ng. Reclaripder TrapTdeng. R%tanBWr TY Wrden9. 1 x4x.125 Lnadrr9 Lowing Lwdng Loadng Lcadrg loadrg Loadna Loadng LA.dn9 Load no Loadrg Loadn9 L..d.g Loadng Loading Lwdng Load.g Loadri9 ®oCq _ Alum.Tube Mullionf!-a .. ,. J J riki Flill 1, 11 hl' 11 42 In 170.0 520 170,0 435 170.0 7M 170.0 478 170.0 we 170.0 506 170.0 09'1 170.0 519 170.0 ilia 170.0 521 170.0 1240 170.0 521 170.0 t4B0 170.0 521 115.5 1488 17D.0 521 127.6 1459 170.0 521 40 N 170.0 708 170.0 524 170.0 850 170.0 651 170,0 992 170.0 830 170.0 1137 170.0 881 170.0 1276 WBO 677 168.3 1303 170.0 850 130,3 1303 170.0 850 111.7 1303 170.0 880 97.7 1303 170,0 680 W �o -W6251n 170.0 747 170.0 683 170.0 896 170.0 871 170.0 1018 170.0 851 170.0 1195 170.0 727 155.1 1236 170.0 747 110.5 1235 170.0 756 117.1 1236 170.0 706 100.4 1235 170.0 768 87.0 1215 170.0 766 ? 'O 8 6/N 170.0 797 170.0 812 170.0 95a 170.0 591 170.0 1118 170.0 76{ 16{A 11170 170.0 803 137.2 1168 170.0 637 127.6 1158 170.0 556 102.9 1168 170.0 691 66.2 Ilse 170.0 861 77.2 1168 170.0 861 F- M 60N t93, 5 170.0 701 168.7 1012 170.0 787 112.9 1042 181.1 512 126.1 1012 146.7 615 111.2 1012 179.8 801 100.0 1012 130,2 791 83.1 1642 125.1 782 71.1 1042 125.1 792 626 1012 126.1 752 W In0 170.0 745 151.2 BD2 787.8 815 119.8 991 111,4 799 113.4 992 131.0 752 100.8 992 121.4 788 80.7 992 114.8 155 75.8 992 1084 745 64.6 982 +09.D 744 69.7 992 105.0 744 Z S 661n7 170.0 759 137.0 947 14x.0 786 118.1 947 130.3 768 t103.41117.7 752 91.9 917 +08.7 73e 62.7 947 102.2 727 65.9 947 95.1 711 59.1 &7 94.0 711 51.7 947 91,0 711 U $72N9 142.7 737 113.2 &B 121.6 722 97.0 849 106.9 708 96.4 696 75.5 849 88.1 688 67,9 849 82.7 676 se.a &9 75.3 659 40.5 619 72.6 02 42.5 849 72.4 651 Q a' '�78In2 120.7 665 99.3 762 102.8 652 82.5 762 90.0 640 50,8 829 81.2 782 74.2 jj 782 09.2 813 {9.1 782 82.8 802 47.3 782 69.9 697 38.1 782 69.4 695 O (n "W 78N4 111.4 631 89.0 724 01.8 821 78.3 724 02.9 600 74.4 609 68.4 72{ 69,1 724 87.4 683 14.5 721 57.7 673 18.2 721 64.3 687 33.4 72A 63.6 685 a90 N17 71.0 403 see 543 60.7 474 49.7 643 62.9 466 47.1 458 38.6 643 42.8 543 1,4 30.6 448 29.0 543 34.9 436 24.5 643 32.1 410 21.7 SIS 30.7 428 2Z 00 OB In 5. 76 68.9 427 17.8 478 49.7 418 10.9 178 43.2 412 38.6 408 31.5 479 34.6 478 32.0 395 23.9 470 28.1 388 20.5 178 25.6 300 17.8 170 24.2 778 U to ' g O a; 1081n 40.3 377 41.1 N1 73.5 371 34.8 335 28.5 377 30.0 330 25.2 377 286 125 22.4 377 24.0 777 22.0 317 1a,0 377 19.0 310 14A 377 17.1 304 �h S a 111 N 37.1 357 37.5 323 30.9 357 31.6 318 28.6 357 27.6 313 23.2 317 24A 309 20.6 351 22.0 357 20.1 301 16.4 357X120 N 29,3 308 28.8 279 24.5 JOB 25.1 271 21 306 21.7 270 18.3 306 19.2 5)( Q Q in 144 in 17.0 212 17.2 196 a� Z�U y, TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: _ m AnehorCapacity Table lbs ANCHORCAP.,,�,,,., rK � Sub.Uaf.: 2.7k Concrete 3.Sk Comm FkBow CMU FWed CMU PT Wood Molal OP..)X( )=ANCHOR CAP.w, 916'Eko "4'86 Eke 5/18'Elco 1/4^SS Eko #10 B" N12 8tM #123WW MULLION CAP.,,n,,,,.,, AW-Ty", 3116'&o Ulbamn 1/4'Eko Ulbecm 3'16•Elco UIUacon 1/4'El..UK-. Agp•Oa+or Uilraton Ag9re0al« So"(05)Sorra(05) SC W(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns u3Uecm Edge asMnce(M)' 1' z-1R' 1' 2-112• 3-1 1 e• 1' 2-12• 1^ 2-17r z• }1/e' r o.4C 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emb.daml MY +a/4• 1-3n^ I-7/1• 1.3/4• r 1.1n• 1.1/4' 1.1/4' 1 1-114' 1-D4• 1-1/4• r +-3/r 1d/8• caries ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom Q 4.75•MN.O.C./Stmderd«068et alp(Fig.1a2Y 390 aw 1 390 It. 450 It. 890 P. 1644 No 2701w 2301ba 354 9n 740 W. 3741b. 8641m 046 lbs 341 lbs 442169 560 W4 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctlan®x.2s•MN.o.c./slendard(«olrs.O ONp(Fig.3y 7a0 W Tao W. NO 1b. 1410 lb. 952 b. WA 560It. WA 630IW WA 880 W. WA 002 m. gas 10e 1120 Ibe CAPACITY(FROM THE TABLE)OF THE SELECTED e Anelwr.®+.15'Mh.O.C./61end«d(«Olheq CIID 1F4./): 060 r. 14001b. WA WA WA WA 7601b. WA WA WA WA WA 1353lb. 17M Ida 2240 Bre MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Art h-C 3'Mln.O.C./(2)215 Ari91.C9ps/(Fig.5): 7W W TBO Wa 689 We 1550!be 1596 lbs 54D Ws 560 The WA 760 Poe 740 11,6 Seo IDs 16921ba Be21bs "5 1b, 112o IDs CAPACITY WHICH MAYBE USED TO QUALIFY B Anctlx.C 3•Min.O.C.I(2)2x5 An&alp.I(Fig.ay 11701b. 11701b. 10201b. 2340 lb. 2814 gra 610 IEa 3401ba WA 11401b. IQ2Ib. 1320 9>e 2ale 15e to7z IM 1J271ba 18xO Wa ADDITIONAL ANCHOR OPTIONS FROM THE 4 AnehM Q OAS•MN.O.C.I U-00,Nto.125'Alum.(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 bs ANCHOR CAPACITY TABLE. 2 Ancfan®2.25'MN.O.CI F471D(Fig.6): 750 Ws 350 lbs 2901.. 705 bs 47610. WA 28011" WA 3151ba WA 41015. WA 311 W U21G 5601ba Approved as templylap vvhb tta 4A. O.C7 F12p(Fp.9): 450 VA TOO lbs WA WA WA WA 380lb. WA WA WA WA WA 652 Da 895 Ib. 1120 W. �o raj NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•-� 1.000' r- Dalt •. NDAN 511am1 Dad.Plvducl C TABLE NOTES: Ry FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION MET64pS.••• • • • • • •• ,�� LYNN • • • • • • • • • pN�,......•��i( %, 2)LINEAR INTERPOLATION BETWEEN MULL WNGTHS ANO/OR ONINIS W:DTM�B�SALL%•WABLE. ,''�1U,ENyp' • • • • • • • • • • ! 4.000' �'• '••-k I- 3)3 MULLION AND MULLION CLIPS SHOWN ARE NOS'TO�GZ(LE.4F IM*`NS N t SHEETS 21-23.HOLES ��- TO BE DRILLED IN THE FIELD FOLLOWING DIA&SIOl1A EST C IONSWN ON SHEETS 21-23.FIGURES SHOW _ i lo.5ll7U5 FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ✓•� D l6 1; • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLO+/tLANO�} T-FILLED :�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM•(.RSTM G 00LL BE PA SSUFIFf FATED YELLOW .125" "-,N19/0NA\- STUDS I E GFSOUTHERN PINE WITH ANSG OF 0.55.ALUM�IL �•71-1-BE 6 3- A D A MINI U OF.'�5"THICK.STEEL CORNI`TO BE A MINIMUM GRADE 33 AND.0�5'THIO(iB�AUETR4TURP6 ST(ELSO BERT LEAST.125'THICK ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHJ� EXTE #T LEAST 3WRGN THREADWEVOND"MATERIAL.#10& 1'X 4'X.125' #12 ANCHORS INTO WOOD MAY BE STEWdFO S.S4DR 410 S.S.• 000 • • MULLION A.LYNN MIL5870 P.E. FL P.E.#56705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • -c C a1� - TABLE 7A # 6 � Mullion Ca acl Table Ibalf? 4 Opening Width(for Seit By-sparring mullions)or Opening Haight(for holi2nnte9y-sparring mulions) 601n Win 701n 601n 90 in t001n I120 in 140 In 160 in ttectarqular hep/Tdarq. RaAen9uler TraplTnenp. Reotampular TraplMenp. Reclarpuler TrepRderp. Rectenpdar Trap/T.". RectanlpA.r Trep/rdeng. R.I..9uler TraplTrleng. Reclenpdar TnpRrlanp. Recterp ler TnpRnenp. E $ 71 Y �� a 1%4x.376 Loading Loading Lowing Loading Lading Loedn9 L-1.9 lending Lang Lcadng Lading Loadng Lading Lowing Wedin9 LOW119 Lowing Loading ®o Y Alum.Tubs $ pa6g 611.. 7. Mulliong � L7 ' cS� � dc7 _T _j421n 170.0 020 170.0 435 170.0 744 170.0 476 170.0 8811 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 12400.0 1468 770.0 521 170.0 17170.0 521 170.0 1003 170.0 621481n 170,0 708 170.0 52! 770.0 850 170.0 581 470.0 992 170.0 630170.0 1173 170.0 001 170.0 1275 170.0 677 170.0 14170.0 1700 170.0 880 170.0 1903 170.0 880 151.8 202{ 170.0 800 W X 50.6251n 170.0 747 170.0 663 770.0 890 170.0 631 170.0 1018 170.0 684170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 14940.0 1793 170-0 766 158.0 le19 170.0 768 136.6 1919 170.0 758 m 'O a 64 in 170.0 T97 170.0 612 170.0 950 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 637 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 1790 170.0 861 120.0 1780 170.0 881 )_-. CD 601n 170.0 665 170.6 701 170.0 1063 170.0 707 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 BBB 155.6 1619 170.0 1033 129.6 1619 170.0 1083 711.0 1819 170.0 1063 07.2 1818 170.0 108] ? r 631n 170.0 9]0 170.0 745 170.0 1718 170.0 850 170.0 1302 170.0 840 170.0 1408 170.0 1015 166.7 1612 7701 1078 141.0 7642 170.0 1122 117.5 1642 168.6 1158 100.7 1542 787.9 1157 00.1 1612 187.9 1157 Z 66 in 170.0 974 170.0 789 170.0 1189 170.0 807 170.0 1384 170.0 1002 160.8 1472 170.0 1086 142.8 1472 165.8 1148 128.6 1472 158.8 1130 107.1 1472 147.8 1105 81.8 1472 146.0 1104 60.3 1472 148.0 1104 U S721n 170.0 1063 170.0 078 170.0 12715 170.0 1009 1501 1720 188.2 1101 132.11 1320 149.9 10. 117.3 1320 137.8 1088 105.6 1320 128.6 1049 68.0 1320 117.11 1024 75.4 1320 112.6 1013 ea.0 1320 112.5 7012 Q d .p 741In 170.0 1422 170.0 937 148.8 1184 159.4 1013 128.2 1181 138.9 991 t122 1154 115.7 076 99.7 1184 115.7 984 89.8 1184 107.5 952 74.6 1104 87.8 935 84.1 1184 93.1 927 56.1 1184 02.3 925 0 : 78In 188.1 1124 170.0 967 1381 1721 1/7.0 965 118.8 1121 120.0 947 103.8 1124 115.8 031 92.9 1124 106.6 BIB 83.0 112/ 96.6 908 89.2 1124 69.0 8911 517.3 1124 84.3 887 61.8 1124 53.2 875 141 J EL _1 ¢ N 801n 108.1 811 111.6 760 90.5 614 84.J 738 77.2 844 82.1 724 67.8 514 73.3 712 60.1 614 68.6 702 61.0 841 81.4 89] 46.0 844 61.2 876 US 814 60.0 BBs 33.8 614 17.7 682 (L � Z J a0 081n 89.1 712 9i.b 883 74.2 7/2 77.2 862 63.6 742 872 641 55.7 742 59.8 6.11 49.5 742 54.1 622 11.5 742 /9.9 814 37.1 742 /3.13 800 31.6 742 39.8 590 27.6 742 37.6 664 U Ln a0 m 100 h 82.6 666 8.1.9 530 52.1 688 53.8 521 14.7 668 18.8 $13 19.7 586 11.4 605 34.8 588 37.3 198 31.3 SBB 31.2 492 28.1 688 20.s 451 22.3 588 26.6 472 18.6 688 24.7 468 a III in 67.8 656 68.8 603 16.0 655 48.5 495 412 555 429 457 311.0 555 38.0 460 32.0 .1 34.2 113 28.0 559 31.3 4417 24.0 555 27.1 {57 20.8 555 24.3 448 18.0 555 221 442 0 V 14 120 In 45.0 47b 48.4 473 36.0 175 39.0 426 32.8 476 33.7 420 26.5 475 20.0 414 25.3 476 28.8 4D9 22.6 176 24.5 4. 19.0 476 21.1 395 18.] 475 18.7 387 14.3 475 17.2 381 ` X Q O 1441n 28.4 330 28.7 305 22.0 370 72.4 301 18.9 330 18.3 287 16.6 330 17.0 283 S ` Z TABLE 741 1: '(1) ANCHOR CAPACITY ADJUSTMENT FORMULA: S q m Anchor Ca a IN Table Ibs ANCHOR CAP.,= :_ F SU.InIe: 2.7k Cororale 3.5%Cane. Holcw CMU Filed CMU PT Wood Metd (DP-)X( 1=ANCHOR OAP.,,,. 1l4"88 Elco 3/78'Etco 114'SSE100 YtO Steel Y12 61081 1412 Sletl MULLION CAP.,p,,,,,E Anchor Type: 3118'Eko Ln.Oon 114'Ek.ll .- Sr1I Eko 3/18'Eko UlVecon 1/4'Eko pirocm Ap9reG.lar Ultmon ADV Gel« Screw(GS)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns Ullreeen Edge palmae(h): 1• 2-v2" 1• a1r' 1116 1' 2-112' 7' 2.1rz• z• 1116 2' o.4a• o.sa• 0?24• CAPACITY REQUIRED'QUIRE ENT FOR H AN Embedment 0n): 1-314• 1-914 13/4' 1-3/4' 2' 1-1/4' 1414' 1-IF i-1/4' 1.1/4• 1-114• 2' 1315• 1318• wrks ACTUAL PRESSURE REQUIREMENT FOR THE 2Anoh.04.75'Min.O.C./Standard«q•el C9p Vii.1.21 390 b. 390 lbs 45016. 8901. E476 2701. 2801. 351" 740" 3711. 0&f. 916 bs 341 b. 4421. seam° OPENING,WHEN IT IS LOWERTHAN THE MULLION CAPACITY FROM THE TABLE OF THE SELECTED 4 Anchor 0 2.25'Min.O.C./Slendard(«OOeeO C9p(Fq.3): 70016. 700 b. 580 ms 14101. WA 5601. WA 830 bs WA 8601. WA 882" eB51. 1120 bs ( ) S Archil.0 1.15•Min.G.c./sland•d(«Onset)cnp(Fq./): 980 roe 14001. WA WA WA 7001. WA NIA WA WA WA 13631ba 1770 e• 22401. MULLION.IT WILL YIELD A MINIMUM ANCHOR 1 Anchors 0 3'Min.O.C.I(2)2x5 An9M Crpa/(Fq.5): 7801. 78010. 880 ba 75601. 5401. SBO Iba WA 7601. 7481. 8801. 48921. 802 ba 8851. 1120 ms CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anclara 0 T Mm.O.C.1(2)2x5 Anpb Cape i(Fq.91 1170 I. 11701. 1020 I. 25401. 810 be 6401. WA 1401. 11221. 1320 ba 26381. 1022" 1327 me 1850 bs ADDITIONAL ANCHOR OPTIONS FROM THE 1 Anohon 0015•Min.0.0.1 Gaq,mtu.125'Alum.(Fig.7y WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430Ibe ANCHOR CAPACITY TABLE. 2 A.1.0 2.25 Mh O.C1 F-Ql(Fq.81 35D b. 350" 290 I. 7051. WA 2801. WA 315 be WA 4101. WA 341 Iba 1421. 560" approvcd u complyfa67.1tf1 iM' /Anch«a 0 1.15'MM.G.CI F-gip(Fq.91 400" 7001. WA WA WA 38171. WA WA WA WA WA 88216. 8851. 11201. Fbr1d=11%1? oldin 91, ^�` NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.062" -'-j 1.000" L .GV M nl Dade PraduN Cluaird TABLE NOTES: By.� FIGURE 1: FIGURE 2: FIGURES: FIGURE 4: FIGURES. FIGURES: 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. • • • • • • • • • • • • •• ••• • • • • • •e y LYNN 41, i 2)LINEAR INTERPOLATION BETWEEN MULL SENGTHS ANS/Oi!.4N1P1l3 V*DTItS I ALLOWABLE. \��`�...ENS ..�(F�/ • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE ROT TO 91 LE,�0$EX:CT:IM:IJbtNS,SEF e SHEETS 21-23.HOLES TO BE DRILLED IN THFyF D F(��WINQfyMENsIONAt•RESTRIGWNS 4•�" 4.000" ,k;' plr, 58705 '4 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 !A `6 • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CM )SIS �CAON SFC'OR�OTO ASTAA C SO�Qp P�:R� %�O-'. ( F F • • • • PRESSURE-TREATED AND BEA YELLOW SOUTHERN P6T MINIMUM L 6083-T5AND OF.125"THICK.�TEEI•STUDSTC�BE�,MWIMUMGRAgE37♦ANDI45° .375' .375" ��.•� .'ICOR\O�'•' THICK(18 GAUGEj.STRUCTURAL STEEL TS BEAT 1eEASTvl29s THICK AND A36-ry4LL4 kNOHORSD 3 I �i S" ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3SCREW TFIRIADS BEWONb TI TERIA0!#Id0&#12:• 1"X 4'X.375" 1"X 4'X.375' S�%ry�L`�� ANCHORS INTO WOOD MAY BE STEEL,1S-SIS.Of?410 S.S. 'T"-MULLION MULLION A.LYN .E.#LER,�.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - e TABLE 8A 41 111$1 Mullion Capacity Table IbsfR= g 0O$ Opening 916d1h(for N9rt- Iy-spam g mullons)or opening Height(for hor zorUy-sperm g mullions) 3�Y� I � a 50 In 601n 701n 801n 901n IDDIn 1201n 140 in 1601n iLt 7.26"X Ra mgiilr PapIrdang. ReNan•4r Tra"ang. ReclMpnkr Tnp7Tdan9. Reclangulr ttep/lllang. Rectangaar Tnprtdeng. ReNanpulr Tnp7Dlang Rectangulr npRdang• Recta"" Tnprrdang. RKtengdar hep7fdng. loading Loading Loading Loading Loading Loading Loading Loading Loe&g Loading Loading Loading Loading Loading Loa&q Loading Loading Loading ®0 8 3.168"x yFi g _ _ Tube ulAJul � a�' ` d � �' cA N o7 i J 421. 170.0 SM 170.0 435 170.0 744 170.0 476 170.0 888 170.0 505 170.0 902 170.0 518 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1455 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 451. 170.0 706 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 680 164.8 1548 170.0 680 132.7 1548 170.0 580 110.1 15{9 170.0 680 W 50.625 In 170.0 747 170.0 687 170.0 898 170.0 631 170.0 1015 170.0 BB4 170.0 1195 170.0 723 710.0 1345 170.0 747 187.0 1488 Woo 756 +382 1468 110.0 768 119.3 1468 170.0 766 105.! 1188 170.0 758 m � Oo 64 In 170.0 787 170.0 812 170.0 8SB 170.0 691 170.0 1110 170.0 764 170.0 1275 170.0 $03 183.1 1375 170.0 837 148.8 1378 170.0 SS6 122.3 1776 170.0 861 104.8 7375 170.0 861 81.7 1778 170.0 581 F O 001n 170.0 665 170.0 701 170.0 1083 170.0 797 158.8 115s 170.0 678 139.0 1156 787.4 930 123.8 1158 158.6 918 111.2 1155 151.0 912 92.7 1156 144.8 905 70.4 1156 144.5 905 68.5 1158 1148 905 j W n 631n 170.0 930 170.0745 160.1 1051 170.0 950 137.2 1051 165.8 582 120.1 1051 142.0 848 106.7 1051 132.7 837 96.1 1051 125.7 Bag 80.1 1051 119.5 822 85.8 1051 119.7 821 80.0 1031 119.1 92f Z d t Win 187.1 957 17 0 7789 139.3 957 151.6 US 119.4 857 134.0 790 104.4 857 121.6 777 92.8 957 112.8 767 ttae 057 106.6 769 59.0 957 100.0 760 59.7 857 99.9 718 32.2 957 BB.g 748 9 121n 128.7 604 175.2 898 107.3 804 115.2 561 91.0 801 101.7 871 80.1 804 91.4 680 71.5 804 54.1 550 64.4 804 78.e 813 63.8 801 72.3 833 4b.0 804 68.9 628 40.2 604 89.5 828 JQ 3 y 2 781n 109.4 722 114.4 830 912 172 97.2 618 76.2 722 65.7 606 BBA 122 76.7 598 60.8 722 70.7 688 54.7 722 65.5 680 45.8 722 119.5 570 38.1 722 58.7 683 34.2 722 65.2 561 SF E� ❑ Lo r 781. 101.2 am 105.6 50o 84.4 885 89.6 588 72.3 685 76.5 577 63.3 685 70.5 568 56.2 885 64.5 560 59.6 666 60.1 1{53 42.2 065 64.9 613 38.2 885 51.4 637 31.8 695 60.7 635 111 N !L Q 90 In 85.9 515 88.0 157 5/A 515 67.3 IIB 47.1 716 50.1 M1 41.Z 515 M.7 434 38.8 515 40.8 428 77.0 516 37.4 122 77.6 SiS 37.1 !1] 23.5 515 70.3 407 Z0.6 515 29.1 401 a- x Z N J 96 In 64.3 00 453 55.6 404 15.7 163 47.1 387 3e.e 457 41.0 791 33.8 453 38.4 385 30.2 433 33.0 379 27.2 453 30.4' 374 22.6 453 28.8 JeB 19.1 433 7A.3 380 17.0 157 22.9 358 U W y p 1061n 38.1 358 39.0 327 31.8 756 32.8 31817 27.2 SSs 28.4 J1J 27.8 355 25.2 30s 212 356 22.7 301 19.1 358 20.6 300 15A 358 18.D 203 Pi'cur Ta 1111n 75.1 378 75.s 708 29.3 738 70.1 707 25.1 738 28.1 297 22.0 338 23.2 283 19.5 338 20.9 280 17.6 375 10.1 295 rX 1201n 27.8 290 28.3 2& 232 290 23.5 280 19.9 280 20.6 25a 17.4 290 18.2 263 t5.4 280 18.1 2{9 } N Q 0 441. 16.1 201 16.3 185 a>a Z TABLE SB W$� m0� ANCHOR CAPACITY ADJUSTMENT FORMULA: _ i AnehOrCa acl Table Ibe ANCHOR CAP.,,,,,,,,,, SuOslrale 27N Corerete SSk CaK. NDOow CMU FIMCMU Pi Wood Meta (DP,w)X( >=ANCHOR CAP.,", 6.16'Elco w•SS Ek0 5/16•Elco 114•ss Elco 510 sten #12S 812 61ee1 MULLION CAP.,",,,,,.. AnchOTCllp PattaTa r'or 3'1a Etcounram v4•EKounracon U9nc.n &t6'Elro lMraon v4•EXou19a[on Ag(rBGar Ullman AggmGaor Sc-(G5) (Gs) soar(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dstame 6n) 1- z-112' 1" 2-v7 Etre' t• z-vr r z/22 r sv r r 0.48• 0.54' o.3zr CAPACITY REQUIRED'CORRESPONDING TO AN Embcdnwt n 13/4• 13'4• 13/1' 13'4• r +-tl/• +-v1' 1-714• 1-+IP 1-1/4• 1414• 7 13.8' tale rales ACTUAL PRESSURE REQUIREMENT FOR THE 2 kKh-0 4.75 MI.O.C.l 6lergaa a Octet Crp(Fig.+1 300 Ws Sg0 450 bs 8D0 to 1644 ba 770 rn 280 IM M4 Ib' 7401ta 374 1b, 664 96 gas 106 3411os 44210• 560 I1ti OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctrors®1.15'Mn o.a I slarlmm(aolRegcsp(Fig 2k 48D qs 700 toe NIA WA NIA NIA 3BD Im NIA wA Nu WA wA 5e2ms 6851m 1+zo Los CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arxrors®3•MIn.O.C.f m ADAngla Ctlps l(Fl9.3) 71O lbs 780 ba 680 IDS 156D le +1106 bs 5/0 ba 560Ib1 N/A 7601oa 719 ID3 BBD 9a 1692 ax fi821Ds BM Im 11201D3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anclor8 1110,45-Min O.C./UC9p,Into.125'ANm.(Fig.4) NIA WA N/A WA N1A N/A WA NIA WA N/A WA WA NIA WA 1490101 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arc1nT-m(Flg S) 1951bs 195 to 225 Ds 4451.1 571 Ds 1951os 1b W1 1711Da 370 He 197 Ma 99210• 47310• 1To lbs 22f 1m 2eD lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2ArKWS 1.16'MIR O.CJFCup 9 6) 240ICa 35010s N/A WA NIA N/A 100 ma NIA WA NIA WA WA 341 ms 4Y1 ax 560 rca ANCHOR CAPACITY TABLE. rpprord u eemplylao wil4la. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Ftor ld BOldl7,01 n C �I Date ♦+1.250"--1 NOA FIGURE 1: FIGURE 2: TABLE NOTES: M a®I Dade P7ad11Cr C arm • • • 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•LMTFTS•A:D/ljt:gENuJA YJID�-IS g AI}QVOABLE. �YNfU FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN Af9F.NOT TCl4ALF.F(?j2 EYACT DIUW ONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLikOWINGOIM11NS40NA9-RESTRICTIONS BEUSED SHOWN ON SHEETS 21-23.FIGURES SHOW%VGGEWT(D APPW*IMAIE HOL!LOI-IAT"S. .265' _ �r' No.511705 -_ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ * FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL T 'U •, /-/� l6, BE PRESSURE-TREATED YELLOW SOUTHESN F"4VITH N SO OF 0.5r•ALUMINUMISiHALIDWO 1 '-A ylA E F 1-Q 6063 045"TH CKDBEA MINIMUM(8 GAUGE).STRUCTURAL SICWSTEEIL STUDS 1V ELeL TO CE AT LEASTB7l5"1HICKUAND A:%. LSLN� 1.26"X 3.188'X.285'MULLION ANCHORS INTO METAL SHALL EXTENDrt LEASTJJCREW PR�ADJAEYONG T4 M$TERI{t• (t-tl4"VF MULLION) �••1{1'��\ " #10&#12 ANCHORS INTO WOOD MAY JEEL, S.S.0 �1 S.5♦•• • • A.LYIN 1L 6R;A\E. FL P.E. 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o TABLE 9A ggg gp Mullion Capacity Table(Ibeltt2) Opening Width(1orwrecely-apaming mullon6)or Opening Height(for hodzontayaparWng mlllor•) � e 6014 801. ION BON 9014 1001n 12014 1401n ice In 1�y55r 1.26%3.25 RlclanpuW 'Proan9 Raolar•War Tnprfdarp. Reclnpuler Tnp?dang. Raotaapular Tap/Trun9. Rmlengular Tnp/rdary. Reclangubr TI Tdm9. ReclangWer Tnp7Mnp. RaCUrp br Tnp77dany RKlenptlar Tn-dng. /E} elY� .� 1-0611 Leadng Ladng Load.g OWN Loadng Leadrlg Loading Lwdnp Lowing Loadig LOadNg Ladng Ladi.p LeadNg Lowwv Lnd.p Loadnp 0S EY 2.100 yDDypp yg§ y{p� yL} yDg 1�D§ Tia yF yOyi, �iDFyip& 0yyys� yO �1FY Alum.Tube 7 6^ O^ O 6 6� � 6 O` 0 6` U � 6� o � O �' _ OV Mullion �, 8 d t e h J 421. 170.0 820 170.0 176 170.0 714 170.0 478 170.0 see 110.0 606 170.0 992 170.0 519 170.0 1118 170.0 571 157.3 1178 170.0 521 127.7 1116 170.0 621 109.5 1116 170.0 521 85.8 1118 170.0 Sit 481. 170.0 706 170.0 52/ 170.0 650 170.0 691 167.6 978 170.0 070 US.7 978 170.0 661 1309 978 170.0 077 117.3 978 170.0 680 87.8 978 170.0 860 03.6 BTB 110.0 890 77.3 BIB 110.0 690 60.625 In 170.0 747 170.0 607 170.0 BBB 170.0 631 150.7 927 170.0 684 131.8 927 708.5 708 117.2 927 169.1 899 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 1569 895 65.9 027 156.3 695 W m C o 6191 170.0 797 110.0 612 161.6 609 110.0 691 132.5 889 153.9 583 1159 869 141.8 689 103.0 Me 134.0 660 92.7 689 120.8 654 77.3 869 128.9 652 68.2 809 128.8 652 37.8 968 128.8 652 p0 BO b 1132 710 163.8 BN 119.1 716 172.7 61'0 102.9 748 117.8 608 BB.S 7/6 107.6 698 78.8 746 101.0 692 71.6 746 96.6 581 59.7 748 93.3 667 51.2 746 93.3 563 44.5 746 83.3 503 63 N 123.7 871 132.0 670 103.1 877 113.2 688 88.4 677 700.1 655 77.3 677 0L/ 616 68.7 677 85.2 570 61.9 071 81.0 631 61.9 971 77.0 629 11.2 677 78.7 570 38.7 BTT 78.7 629 W 6614 107.6 617 114.1 630 89.7 617 87.8 619 76.9 617 88.3 508 67.3 517 18.3 500 69.0 817 72.6 194 539 617 68.7 489 14.8 617 04.4 483 39.1 lit? 67.7 182 5].8 617 87.7 482 ? (1 m p 721n 52.8 51687.1 450 a A Ste 74.2 440 69.2 516 65.2 472 51.6 518 58.8 425 48.1 616 54.2 419 41.4 619 50.7 414 34.5 SIB 448 408 20.6 SIB 45.0 405 26.9 518 45.0 405 G 78 N 70.5 465 73.7 400 50.7 165 02.6 390 S0.3 445 61.9 390 41.1 NS 40.4 384 392 465 45.3 378 35.2 465 42.2 471 TB./ 465 36.3 397 26.2 185 36.5 3B/ 24'.0 165 38.2 383 Q F k1 7614 65.2 141 88.0 387 31.7 NI 67.7 379 b.8 141 �. 112 40.8 Nf 15.1 368 ]B.2 417 41.8 360 32.6 111 36.7 959 27.2 141 949 319 27.3 4Ii J).1 318 20.4 Nt 32.7 346 W N 429 332 43.8 295 359 372 ]T.0 289 30.7 332 266 332 26.8 280 23.6 332 26.1 278 21.2 372 24.1 272 17.7 332 21.3 268 15.2 3]2 18.6 292 13.3 ]72 18.7 200 d Q9111. 15.0 291 359 260 29.1 291 30.3 258 25.0 291 21.9 291 23.6 246 199 291 21.9 TA4 17.6 291 19.6 241 14.6 201 17.1 235 12.6 291706 N 2/.8 270 26.1 20921.1 205 17.5 230 15.1 230 10.2 198 V 1gq O u 171 N 22.6 215 23.1 107 78.9 218 19.4 781 78.2 218 148 191 11.1 118 t1.B 180 } N Vi a F M _ 120 N 11.9 181 18.2 170 14.9 187 15.] 167 x Y o (n z � t�i : mom TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Ibs gubalrBle: 2.7k Cacrele 159 Conc. No9ow CMU Filled CMU PT Y10M Metal (DP„)X(ANCHOR AP.,,„-)=ANCHOR CAP.- 5I78'E . 111'SS Elco 5718"Eft 1/4'SS Ebo 810 Sleel 812 Sleel N12 Sted MULLION CAP.,,,,,,_, Arch.Type: 3718'Elco UBneon IIP Ebo Ult-M 3/18'EIcO USncon 1/d'Elco UlI-- reoetar UI09e0n A aGebr Serew 05 Screw(GS) Screw(GS Anchor Clip Patterns M11EO" ( > > USE THIS FORMULA TO OBTAIN THE'ANCHOR Eape Dislence 9n): r 2.1/2' r 2-112' 3-1/9' r 2x12" r 2-tm T 3-i1W 2' 0.48' 0.64' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Enbadmalt(in). 1-314' 1-34' i-7/4' 1814' 2' 1.114' 1414' 1-114' 1-114' 1-114' 1.114' 2' 1110' 1818' uulea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchor®4.75'MIn.O.C./SlaMertlarXeetalp(Fq.1): 7901W 390 be 1501be B900x 16/4106 270IW 280lbe 354 lb. 740lb. 3741t. 084be 9461be 3411ba 442lb. Sso lm OPENING,WHEN IT IS LOWER THAN THE MULLION /Archon @ 1.15'Mln.O.C.'SlaMard(or 001e1)aq(Fq.2): 480 bs 7001ba WA WA WA WA 360 9n NIA NIA WA WA WA 682N ON lb- 1120 Wa CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Angan®3'Mn.O.G.I(1)2a5Anple 11111(FT0.3): 7801bs 78o ba 66o be 15W foe 1896 be 540 roe 500 ba WA 76011» 748 lb. 880 be 1692 be 882 gx all Me 112o Re MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchwe®0.61'MN.O.C./U47q.Nto.100'Aum.(Fq.d): WA WA WA WA NfA WA WA WA N/A WA WA WA WA WA 950 lb. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aroha/F{Tip(Fq.S): 1851ba 195 be 225166 4151be 8221De 135 ba t/0 ba -7771ba 3701b3 te710c 332 We 4731611 170 9xi 2211M 29651e ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anclwn®1.15'MN.O.0/F-GID(fq.0): 140IM 3501De WA WA N/A WA 1g t MWA NIA WA WA WA 311 ba //TIM 560 ba ANCHOR CAPACITY TABLE. Approveddell el Lemplylaawpila dell Date ri FIGURE 1: FIGURE 2: TABLE NOTES: NOA 1.250' 611en1 DadePandud C roll • • • 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 j.MTFIS$4)1*OCENV9 Wit)-MS AL j(VABLE. ��`�1.(L. .. II/�i� FIGURE 3: 3 MULLION AND MULLION CLIPS SHOWN AREeNOT TO6GALF•FQR EAACT9DIMENIW90NS,EEE 3.250' \` �ON �1/�e�i�/ ANGLE ) \ �..• �1GENSF '.. SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLOOWONG4DIMENSMNAV RI?6TRICTIENS P BEIUSED EDT SHOWN ON SHEETS 21-23.FIGURES SHOW V9GGEW",APP)RIRIMATP HOLPOLOEATIM. _ it: No 58705Flo •' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL '100' ^v•Q FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINI WITH AN S�OF 0.581 ALUMINUM6HALllBE• • • STATE F ((/ 8083-T5 AND BEA MINIMUM OF.100'THICKfSTEE!STUDS TO BL•A MMIMtlM GRAEE 35 AND• � � U '•. .045'THICK 18 GAUGE.STRUCTURAL STELA-TO LIE AT 44EA♦1f'.1 'I"1XK AND • '.FLOR.Dp,`••'G�`� ANCHORS INTO METAL SHALL EXTEND kPLEAST:CREW y�Rf D:i[�EYONO Tli M�TER4... 1.25"X MULLION 1�• .......SS`S�(- (: �'�`� #10&#12 ANCHORS INTO WOOD MAY •SVEL, S.S.O 4JO S.S••• • • A.L'YN� ( ER;KE. FL PAM13705 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10A _ Fa gs Mullion Capacity Table(Iba/It1) �°8 Opening 1Md61(for ledirslyspeming ml6ions)or Opening Height(for hodzodalyepenring m11go16) 60 in Goin 70N BO In 90N 100 in 120 in 140 In 160N E3lY •AI ` 116%316 R.1 -A-, TiW17riug. R.cmow Treprrd.M- Redanodsr Treprrdarg- R•clang.W TI.prrd•ng. R.c1.rgWar Tnprtdang. R•curgJrt Trep7rd.np. Reclergul.r irepTdarg Ract.n0al.r Tnp7Td.n9. R.cl.n9u(er Tnuding. 2p Lo.dNp LadlnO Lording La.dnp Loadig Le.deg LaaGna L..A'rg Lo.&g La.6g Lo.din0 Loading Loadng Laading L-dig L..*V Lo.dNg loading ®S �� QDY x.624 Al Mullion S ��. �S 6a a �@ 3F1113i P$. sg€ a g€. � C/) N � 3 3 Sa 5msA �a $ i2 4& 1a i& f& J 421n 170 0 6M 170 0 735 170.0 744 170.0 479 170.0 US 170.0 506 170.0 992 1700 519 770,0 7116 170.0 621 170-0 1240 170.0 521 170.0 1188 170.0 521 170.0 1775 170.0 521 170-0 198] 170.0 621 /B In 170.0 708 170.0 624 170.0 850 170.0 1:6su 170-0 I 992 1170.01 630 110.0 1133 170.0 661 170.0 1216 170.0 671 170.0 1117 170.0 680 770.0 7700 170. Uj 0 680 169.7 1979 170.0 680 118.6 1979 170.0 680 60626 N 170.0 747 170.0 SO 170.0 B96 170.0 631 170.0 1016 170.0 684 170.0 1195 170 0I 723 170.0 1715 170.0 717 170.0 1/9l 1100 766 170.0 7793 110.0 766 15?6 1877 110.0 76fi 137.6 1877 170.0 756 m B O 64 In 170.0 791 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 751 170.0 1215 170.0 803 170.0 1134 170.0 877 170.0 1594 110.0 856 156.1 7769 170.0 861 134.1 1769 170.0 961 1173 1159 170.0 861 O (n co 60 in 170.0 905 170.0 101 170.0 1063 170.0 T9T 170.0 1240 170.0 878 170.0 1411 170.0 9U 161.1 1511 170.0 9% 145.0 1511 110.0 1071 120.1 1511 INA 1063 103.6 1511 170.0 1063 90.fi 1611 170.0 1063 � f` EL 631n 170.0 930 170.0 7I5 170-0 1116 170.0 150 170.0 1302 170.0 940 166.6 1370 170.0 1015 1392 1370 170.0 1076 125.3 1770 161.0 1081 101.4 1370 155.9 1072 19,6 1370 165.3 1070 783 1370 755.3 1070 W BOG in 110.0 974 170.0 709 170.0 1169 1700 903 166.6 1246 170.0 1002 1362 1246 158.6 1013 121.1 1248 117-1 1000 108.9 1248 179.0 989 90.8 1218 1]0.4 978 77.8 1219 129.0 975 68.1 1741 129.0 975 i �Y 72 in 167.8 1049 170.0 878 139.9 1049 160.2 992 119.9 1049 1721 876 104.9 1049 119.1 960 [27-6 1049 109.7 848 83.9 1049 102.7 838 69.9 1049 94.3 825 59.9 1049 91.2 820 52.d 1049 91.1 820 J 2 761n 112.7 411 119.1 922 118.9 941 126.1 805 101.9 941 111.2 791 892 941 100.0 771 911 91] T66 71.4 911 95.5 757 595 941 11.6 7U 61.0 941 74.0 737 U.6 911 73.3 736 2 Q `rc 79 in 1]2.0 894 137.6 783 110.0 894 1169 767 94.3 8% 102.1 763 12.5 894 919 740 894 84.1 730 66-0 894 78.3 721 66.0 894 70.7 707 47-1 891 67.0 701 41,3 891 66.1 698 W N 901n 85.9 671 08.7 596 71.6 671 74.9 585 61.4 671 66.3 575 53.7 671 59.2 566 671 52.9 558 43.0 671 41.8 SSI 35.5 677 13.1 639 30.7 671 39.7 571 26.9 671 37.9 526 d LO Q � N 96 in 70.8 590 72.9 627 59.0 690 61.1 SIB 50.8 590 534 609 44.3 690 47.5 502 590 43.0 ded 354 690 39.6 498 29.5 590 M.7 417 25.3 690 31.6 469 22.1 590 29.8 461 J x- 0D His in 49.7 466 50.6 421 /1A 466 42.8 414 35.6 466 37.1 406 31.1 466 32.9 402 4fi6 29.1 396 24.9 466 27.1 391 20.7 466 27.5 302 17.8 456 21.2 375 15.5 456 19.6 370 is0III In 45.9 U7 16.7 100 38.2Ut . 393 32.7 U1 31.1 387 28.8 ddt 30.2 302 U1 27.2 376 22.9 441 24.9 372 19.1 11121.5363161 = M778 36.9779 25.9 378 268 37{ 22.7 378 23.7 379 378 21.] 326 18.1 378 19.5 321 15.1 378 16.7 311 0 If)X U) 1U in 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 236 N Q Q Z O W E� TABLE 10B -0 ANCHOR CAPACITY ADJUSTMENT FORMULA: d= Anchor C ape city Tabla(lbs) &� ANCHOR CAP. ,,, g �+ Sub61n18 2.7k Concrete "m C=. HdNWCMU F•edCMu PT Wood 431ftl (DP)X( )=ANCHOR CAP.... &IS-Elco V4'SS Eko 5'16'Exo V4'SS EIco 0105104 N12SIed MULLION QAP.,,„,,,,,, ArKt10r Type; 3'16•Elco uaraln V4"EkoUNecon uhrxon 3r16•Elco um-n V4•Elco 17N w AOgeGgor U.. A. .ala Sc (-I Saar(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorCllp Patterns Edge aslar%e On) t• 2-V2 T 2-vT slle• 7• 2-v2 t• 2-1/2 2 x1792 0.49• 0.54' CAPACITY REQUIRED"CORRESPONDING TO AN Embeenrnl n 7a//• g4 tea• 79C Y 1-1/4' t-v4• t-vd• t-1/4^ t-v/^ t-IL 2 t-sa• t3�8• ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMMn®4.79'Mln O.C.I SlanOatl rr 09se1 CYp(Flg 1) 3Bo ws 990les s2a0 me 351105 740106 374 Ms 661 los 0461DS 341 lbs 112106 OPENING,WHEN IT IS LOWER THAN THE MULLION 41 Mh- 1' i'MIrt OC7 SIat071a(a geel)CYp(Fl97} 48D Bts TaoU 1VA wA NIA NIA 3800. MIA wA N/A wA WA 6112 ns 886106 CAPACITY(FROM THE TABLE)OF THE SELECTED IArclfon®3Mn.O.C.I(2)215AIgkCYp51(Rp 3j 7Bo b9 7BO IOs 6BD lbs15fi0se1908 be 5101011 5Wto NIA 7501061e17z un sez lb3 eas lin MULLION.IT WILL YIELD MINIMUM ANCHOR 3Arc17%5®0.04'MM.O.C.IUJ IM Info.100'AM7.(Fig 4j NIA WA NIA WA NIA NIA ILA NIA WA H/A WA WA N/A WA 960 IDS CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMrWI FCBp 099 5j 195 lbs 105106 215 ns N510s 922106 135103 tdo Re 177 9n x70106 7971os 332 Ox 473 IDS ITO R. zz1 us Iso nn ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMID ®1.19 MIR O CJ FCIp lfl 6l 240 an 350 as NIA WA NIA N/A 100043 NIA WA N/A WA WA 3411bs 442106 660100 ANCHOR CAPACITY TABLE. Approved as mmpl71a817'B►to Flan Baldly C e Due �9 FIGURE 2: t2W MI.arl Da a Product C t.14 iMOA 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. B7. 2)LINEAR INTERPOLATION BETWEEN MUL41NGTHS AVD/�OQENJNG WIDtS IF AI+.OWABLE. \`777 UNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARBINOT TOMILLa.FOR ERACIP131 MSIONS,GEE � ' \C,EN c ANGLE 3. CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOL�OWRNGbIM�I•LSION71t R)T�CTISNS Q.• BE USED SHOWN ON SHEETS 21-23.FIGURES SHOWSEGGES'r�d APPFMICIMX HOLES LO AT AS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - _- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL - U G / FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PRJEIJITH AN SS OF 0.55 ALUMINUMSHALL•�• 4" b './!J • 6063-T5 AND BE A MINIMUM OF.100"THICeSTE STUDS B A NIA�JM GRADE AND' ��•. 57.4777E U7 `�U\ . .045•THICK(18 GAUGE).STRUCTURAL S'f,EFL TO E AT J.EA,�r.7 5' KANQ AS.AA6L • �S'•.F(OMDH. C� ANCHORS INTO METAL SHALL EXTENDf4T LEAST$SCR W T.4RWfaBEYOND THF M,/TERIAI-• 125"X 3.25'X.624" i ��S�� ' •'• #10$#12 ANCHORS INTO WOOD MAY"TPEEL,W-8 S.S.OR 490 S.S••• • • MULLION !!��••1(,{L-��2;P E. L P'.EI.�18705 F ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s TABLE 11A --- � � Mullion Capacity Table pb6Mt) Opening Wd61(for oedlc&,yspatnillg nidions)or Opening Height(for honzortaWpandng rnlllons) SO In 601n 70 m Win 8o n 100 n 1201n 140 In g'A160 in Yyp;pd( RacunpWr Tnp?rianp. Racranpdar Tnprtrisnp. FGganpWr TrapTrirq. Ractrnpuln TupTriang. Racrangular Tnp/rrian0. Racrarquln TiapArrlen9. R1clenBular Traprrriang. Racrangalar Tiap?dang. RKINZar TnPgri-M. ®a �R a 1.26x3.64 Loadn9 Loading Leadup Loading Loadin0 L4a0aq Loafing Loading Lwdnp loerGq Loadin0 Laadirp Laadire LwdnB Losdlnp Loe6g loadnp loWlnp g Y x.624 Eo Alum.Tube $ •$.. $ s,. s z �'.. If 5 _ .E a'. §' s .�_ .�• g .a €.. .� .s_ .s.. € k2O�12 �Mullion IL a� a a� gyau ggu6ZIS �12in 170.0 670 170.0 4% 170.0 7{4 j.170.0 /7e 170.0 868 170.0 606 170.0 892 170.0 519 1700 1116 1700 521 170.0 124D 170.0 621 110.0 1408 170.0 621 .0fi21 170.0 1987 170.0 5211700 708 170.0 021 170.0 OSD 170.0 SB1 170.0 992 170.0 630 170.0 1733 170.0 661 IT0.0 1276 170.0 677 110.0 1417 170.0 680 170.0 1700 110.0 680 .0 600 170.0 2267 170.0 660Uj 50.675 In 170.0 141 170.0 663 1700 096 trite 671 170.0 1016 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1700 756 170.0 1793 110.0 7560.0 756 110.0 2191 170.0 716 j O a 51 in 170.0 797 170.0 612 170.0 %6 170.0 691 170.0 1116 170.0 764 PkI2 75 170.0 803 170.0 1434 170.0 037 170.0 IS% 170.0 8% 170.0 1913 170.0 861 170.0 2231 170.0 661 160.2 2403 1700 061 F- M 60 in 170.0 8% 170.0 701 iT0.0 10fi3 1700 791 110.0 1210 1700 878 17 170.0 911 170.0 1694 170.0 9% 170.0 1771 1790 1033 170.0 2126 170.0 1063 111.7 2183 170.0 1063 129.8 2167 170.0 1063 f` U 671n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 770.0 910 88 170.0 1015 170.0 1673 170.0 1076 110.0 1859 170.0 1172 166.9 2060 170.0 1169 131.6 2080 110.0 1171 117.1 2060 110.0 1171 Z CL W u 68 in 170.0 971 170.0 789 170.0 1169 170.0 903 170.0 1761 170.0 1002 58 170.0 1086 170.0 1753 170.0 1165 170.0 1948 170.0 1210 1430 1966 170.0 1215 122.6 I%6 1700 1286 107.2 1966 170.0 1286 -J 2 J 721n 170.0 1063 170.0 871 170.0 1276 170.0 1009 170.0 1188 170.0 1126 700 170.0 1228 154.1 1731 170.0 1716 138.7 1731 169.6 1786 115.6 1711 155.9 13fi1 99.1 1731 160.1 1352 86.7 1734 150.2 1352 J J g p 761n 1}0.0 1122 170.0 937 170.0 7316 170.0 fOW 1545 1556 170.0 1209 556 165.2 1286 131.1 1656 151.5 1266 117.9 1656 1d 1.7 1261 91.3 15% 128.3 1229 N.2 1156 122.3 1219 73.7 1156 721.2 1216 Q 3 78 in 170.0 1161 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.7 1216 171 152 0 tYld 1212 1177 139.1 1206 109.1 N7T 129 5 7191 %.9 1117 116.9 1169 77.9 1177 110.0 1168 6B 2 1177 109.7 1111 L11 N %In 112.0 1110 1165 988 118A 1110 123.9 061 101.5 1110 107A 951 110 90.3 9. 78.9 1110 07.6 3172 71.0 1110 80.7 910 691 1110 71.7 891 60.1 1110 fi6.6 870 IIA 1110 fi2.7 870 d 1p Q � CL N %in 117.0 970 120.3 072 97.6 976 107.6 856 07.6 976 887 Bd2 70 78.5 129 fi5.0 976 71.2 817 fi1.6 975 65A 807 41.1 976 57A 709 11.8 976 52.3 776 76.6 976 49.3 767 -1 x Z � U "4. MC) tOB In 82.2 77i 81.0 69fi 68.6 771 70.7 015 68.7 711 61.3 671 S1A 771 51.7 661 41.7 771 19.0 6fi5 11.1 771 14.9 617 31.7 771 ]8.9 672 29A 771 35.0 621 2b.7 771 32A fi12 r� III In 75.7 730 77.3 Set 611 770 65.0 650 61.1 730 5fi.3 610 17.7 730 19.9 631 121 770 45.0 fiT2 37.9 730 11.1 611 71.6 7]0 35.6 600 21.0 730 31.9 589 23.7 770 29.5 681 X 120 in 59.9 621 61.0 569 49.9 624 1 51.2 560 42.8 624 1 44.3 1 652 37.5 62{ 39.2 511 3J.J 62! 35.3 677 30.0 624 32.2 631 25.0 621 27.7 619 21A 671 24.6 509 19.7 67/ 22.6 501 14/1n 31,7 177 ]5.1 400 28.0 133 29A 395 24.1 137 26.1 390 21.7 433 22.1 385 19.3 173 20.0 381 17.3 d73 18.2 770 N Q O Q Z (p Ul TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: ._ £ $0_ AnchorCapaclty Table(Ib6) ANCHOR CAP.,,,,,,,,, &� Hdlow cMu FOWCMU IT Wood Muel (DP_)X( )=ANCHORCAP._ Substrate 2.78 Oo ret 350 Cane. MULLION CAP.,,,,,,,,, Nle Elco 14'SSEko ryi,rg O tAr SS Elco e10Sed N12SIeel #12 Steel Antra type. 3116'Elco utracm yr Fxeulracon Unracon 3'16'Fico u0am yr Eko u0r4cm AgQeGetor I, Agg eGelor screw(G5)screx(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorCllp Patteme EOpa pstarce n 1- 2-vz 1• 2-vz s.tre• 1• 2_uz v 2-v2- 2- Sire- 2' o.4a" a5r 0.32r CAPACITY REQUIRED-CORRESPONDING TO AN Em00trnm1 n 1,Ar tare 1,74• 1a4• 1 2- 1 1-114• 1 14/r t-1/4• 1-11r 1 1414' 1 1-vr z 1,/a• tar6' vallis ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMn®1.75'MIn O.C./SlartlaN r<Olael CUP(Rg 7) 3197 Bn 3901[6 4508n 000106 1644W 770bs 28Db 35d On TIOIbs 374 bs 6611tH OI61bs 341108 442 On 660 Bn OPENING,WHEN IT IS LOWER THAN THE MULLION 4ArcIMrs®1.15'M1rt 0.0./SltlndaN(6'r 016e1)Ctlp(Rg 2} 41001: 700108 NIA wA WA NIA 3801n NAA wA NAA wA WA 6e2los eas to nzo lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arc hlra�3'MY7.O.C.1(I/2t5Arilktips/(Rp.9$ 780 bs 7Wt-S 680bs 1560Ib4 -i--Web" 540Im S AE WA 760106 741 bs BBDIos 111 Me 692 bs 885 ION 1120 roe MULLION.ITWILLYIELD A MINIMUM ANCHOR 4Arctgn®0.64'Mb.O.C./UCIp,IMo.100'AMIn ffq 41 NIA wA NIA WA NIA NIA WA NIA WA WA WA WA NIA WA 126706' CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archwl FCBp Ing$ 105 ba 1135100 2'15 bs 4/6106 1221b6 135106 14D In 17/ros 3701bs iB7 bs 332Ibs n1 IOa 170 bs 221 bt 200Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anc11Dls®1.16'Mir,O.CJF (Fig. 740 Bn 35086' NIA WA NIA NIA 190106 NAA WA NIA WA WA 341108 442Ke S601bs ANCHOR CAPACITY TABLE. Approval a-plyleg wfib rA Florid BDIdIne Coq 1.250' UOA# IN , FIGURE 2: uct tees FIGURE 1: TABLE NOTES: ratade Prod • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION gy ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MUL4&&TI-%1A4D/4 OgENV8 WIDtS X484ABLE. \`1�11 LYN11/JI7j/� FIGURE 3: • • •• • • • • • �� (�N("""' n�!C /moi ANGLE 3)MULLION AND MULLION CLIPS SHOWN AREJJOT T0400AL6 FOR E)WCiDIMEY910NS,�EE 3.94" "\`,••'�10ENSC'•.�F,p CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE HOLD FOLOOVANG4DIM6!NSION7R RLGTRICTICNS Q• BE USED SHOWN ON SHEETS 21-23.FIGURES SHOWEOGGEs'r�U,APP"IMATR HOLPLOCAAMS. " ' No.58705 ''( IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND _ ti _- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -'0•'."1• 7/ �' // (Y FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PIN*WITH AN SO OF 0.531 ALUMINUM6HALL•BE• 824• �1/- 6l� (l • • 6063-T5 AND BEA MINIMUM OF.100"THICK9STEEP STUDS TE BL•A MMIMRJM GRADE, ANDS �_ ',�0�•., S Al E Of �(\� • .045'THICK(18 GAUGE).STRUCTURAL ST lL TO AT EA 1 lTi K AN(1 A • ANCHORS INTO METAL SHALL EXTENDLEAST �CR�WiRDSBYONa TFi M TERIA}.• �i�S� •' �� • #10 8#12 ANCHORS INTO WOOD MAY[W&j6EEL,V-8 S.S.OR 4j0 S.S••• • • 1.25'X 3.94'X.624- MULLION .94"X.624' A!L )M�IL•Lt R;E.E. MULLION FL 15't'A b8705 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A MulllonCana c Table Ib•fft1 In r6ce8 89 Opening Width(for ve9y-111 millions)or Opening Height holizoNaly-6panNng mullions) '38°1 0g 'YYde CC C 50In 60 N 701n 80 N 901n 1001n 1201n 1401n 160 N RectenWl ang. Recteegrleoer Trepfin.ng. RectanpUler 7rw inang. 16 Recnp1ar TnplMerp. Reclenpsir Trap/Olag. Rectngr4ar TreprIld g. R-Img.4a Ttq✓iHenp. Raelangde Tnp'rdang. Rectangllar 7rep/irlerlp. 2 x 4 x.26 �•�•79 Lowng Loadnp Loadn9 Ldn9 Losdrq LoednB Lowing Loadrp Lordn9 Lowing Lading LoedIng LOW. Lowing Laedng Leedng Loadng Alum.Tube & L' p_ �u_ sL7� _ fig$ _ ¢§ tel ya�t R g Mullion k � g �@� 6� � tT � � � ` ` 8 c1� �- 6$ J d g N a Al o ��m 42 N 170.0 620 170.0 435 170.0 744 170.0 476 170.0 886 170.0 608 170.0 982 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 621 170.0 1735 170.0 521 170.0 1883 170.0 527 J J 481n 170.0 708 170.0 624 170.0 050 170.0 SB4 1700 892 170.0 830 170.0 1173 170.0 681 170.0 1275 170.0 877 170.0 1117 170.0 880 170.0 1700 170.0 880 170.0 1983 170.0 860 170.0 2287 170.0 880 60 625 In 770.0 747 170.0 563 170.0 8118 170.0 631 170.0 i0de 170.0 664 170.0 1193 170.0 727 170.0 1315 170.0 747 170.0 1491 170.0 756 170.0 178] 170.0 766 170.0 2082 170.0 768 170.0 2391 170.0 758 m a 541n 170.0 797 170.0 812 170.0 958 170.0 691 170.0 7110 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1684 170.0 858 170.0 1813 170.0 11111 170.0 2231 170.D eat 170.0 2650 170.0 661 p O 60 In 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1210 170.0 676 170.0 1417 170.0 8N 170.0 1594 170.0 BBB 170.0 1771 170.0 1073 170.0 2125 170.0 108] 170.0 2178 170.0 1063 160.6 2680 170.0 1083 631n 170.0 970 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1722 170.0 2231 170.0 7160 168.7 2637 170.0 1171 115.9 2533 170.0 1171 BB In 170.0 071 170.0 789 170.0 1189 110.0 907 170.0 1364 170.0 1002 170.0 1638 170.0 7068 170.0 1753 170.0 1156 170.0 1846 170.0 1210 170.0 2736 110.0 1276 151.8 24]7 170.0 1286 172.9 2437 170.0 1206 ? � g m 721n 170.0 1083 170.0 876 170.0 1275 170.0 1008 1700 1486 170.0 1128 170.0 1700 770.0 1226 170.0 1973 170.0 1776 170.0 2125 170.0 1387 145.6 2164 110.0 1466 1?A.6 2184 170.0 1528 709.2 2161 770.0 1630 g 761n 170.0 1122 170.0 037 170.0 1346 170.0 1080 170.0 1670 170.0 1208 170.0 1784 170.0 1322 165.1 1980 170.0 1421 148.8 7960 170.0 1505 127.6 1980 181.6 1616 108.1 1980 164.0 1535 92.0 1980 162.7 1531 ll1 2 781. 170.0 1161 110.0 057 170.0 1361 170.0 1118 170.0 1811 170.0 7260 170.0 1812 170.0 1389 162.7 1681 170.0 1474 137.! 1681 163.1 1600 114.6 1681 147.3 1473 962 1861 179.6 1150 85.9 1681 137.8 1454 LU 901n 170.0 1326 170.0 1144 149.1 1398 156.01 1219 127.6 1396 136.0 1186 111.8 1398 121.3 1179 99.4 1398 110.2 1782 89.6 1390 101.8 1147 74.6 1396 68.6 1172 87.9 1396 82.7 1105 65.8 1386 70.8 7096 go In 147.4 1220 161.6 1098 122.9 1228 127.8 1079 105.3 1229 1112 1081 92. 1229 98.9 IOM 81.0 1229 69.8 1028 73.7 1229 02A 1016 81.4 1229 M.2 993 62.7 1229 65.0 977 46.1 1220 62.7 007 J Z 'o 1081n 103.5 971 105.8 677 80.3 971 69.0 882 74.0 971 772 849 84.7 971 88A 837 57.6 17W - 61.8 825 51.8 971 66.5 616 47.1 871 l9.0 786 37.0 071 14.0 782 72.4 977 40.8 771 N I h O$ it In 95.4 919 87.3 032 79.8 919 61.9 619 88.1 019 70.9 606 59. 919 62.9 794 53.0 58.7 78l 47.7 919 51.6 774 30.7 079 44.6 766 34.1 819 40.2 712 28.8 019 17.1 132 X 1201n 75.6 768 78.6 710 82.9 it$ 04.8 706 63.9 786 55.6 693 47.2 768 49.4 666 41.9 .4 W7 77.7 768 40.6 686 71.6 768 31.9 653 Z7.0 788 31.0 641 2].8 768 26.4 871 ❑ V 44 In 43.7 548 M2 601 36.4 546 370 40631.2 518 31.0 487 Z1.3 646 282 485 24.7 28.7 !79 21.8 648 22.8 474 18.2 648 19.5 484 15.8 518 17.2 455 73.7 618 15.5 446 Q� N Q 0 TABLE 128 = ANCHOR CAPACITY ADJUSTMENT FORMULA: Z A0 AnchorC• wily Table([be) ANCHOR CAP.,„,,,,,, SuOslrale 2.7k Core a 36K Core. Hdiow Cmu FWed CMU Pi W000 Me18 (DP_)X( )=ANCHOR CAP.,,w dtg EIcO 714'SS Eko dib'Eko 114'S3 mu 4110 Stad #128tcd 4112 Slee) MULLION CAP.,„,,,,,,, Anchor Type: 3'18-FJ co UlaW v4^Eko Uereco d1s'Elco Unrson v4•EkoUllrecon or UM-on A .GOJr Screwos SL(M 5 Scrav USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Pattern u0lacon Ag9r�>Y ( 1 101 EdgeLlsle¢epny t^ 2-VTr z-v2 3176' t' 2-1/2 T 2-V2 T 3116^ 2048, 0.54' Os2(- 4• CAPACITY REQUIRED'CORRESPONDING TO AN F.b."enl pnY 1314' 13x4' 1-W t3/r Y t-u4' 1-ur 1-114^ 1-v4" 1-114" 1-114' 7 I've' tsra• venae ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnchorQ4.WMIn O.C./SleMad WOmel COP(fig 162) 3907Ds 3B0Ihs 450 NS ago m+ 16"IDS 270M 280Gs 354 Cs 74016s 374 Ibs 664 ft 94610s 3416. 4421os 6s0 e6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhm®2.66'MM O.0 I SI-JSld(v CIde1)Cllp(R9 3y 1..1 740.1 5101be 7465 ft 1424 IDs N/A Geo 9n NIA bus Inv Nu 860 M. WA 652 b6 885 ten 1120 t CAPACITY(FROM THE TABLE)OF THE SELECTED 6Ami1m601.71^MIn O.C./SIa7097d(a0f6W)C9P p-tg.4y M59. 050 75e 06 1946 hos N/A NIA 70567 N/A 7DOIbs NIA WA WA 102210% 1327 Its 168076s MULLION.IT WILLY ELDAMINIMUM ANCHOR 4Archon®3'MIn O.C./(21215 A7pk OlP6 f(B 5) 78D Ibn 7 Geo 6s 15F01D6 1096 m% 06s 560104 NIA 76010s 716 bs amm 1. 1092 Mn 18265 665 9s 11201ns CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anclnn®7MN.O.C./W a0Arpk Cop 6y 1170bs 11701bs 1020 WS 2310IDS 2044 IDs a Sao N/A 1140106 1t221os 1720109 28701bS 102'2105 1327b 169065 ADDITIONAL ANCHOR OPTIONS FROM THE SAM hon®1.34'Mh.O C./u-alp.Into.VT-(Trig 7Y NIA WA NIA WA NA WA NIA WA NIA WA WA N/A WA 073 ANCHOR CAPACITY TABLE. BAnth"w®0.61'MIn.O.C.IUCep,rno.12SA0xo.(Flg By N/A WA NIA WA NIA N/A WA NIA WA HIA WA WA 41WA 21 9e 4pp-d complying ebh lw 2 9y 3706s 37D 65 315 bs 74 712 ba NIA 280 ae N/A 34616s NfA dp lbs WA 3/7 I1. 44261 560161 F1oHJ Boldin C 021 3A7x tnn 1.71'MN.O.O.1 Falp 44366 6231b4 IDs 9/ NIA N!A 95365 NIA 39910s NIA WA WA 51765 6611¢1 8/06s Dete y,1. / 1 NOTE:FOR TH SAME ANCHOR PATTERN ANDA ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. HOA VII-I Dade Pmdue FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: TABLE NOTES: 2.000' Rr-- • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANDS ALET 15PQR IIrOVA=I%ON:OF;INC}9&SHEETS 2-4 FOR LYNN 7171 GENERAL INSTALLATION METHODS. • • 4040 • • • • • ;��.Z,Op�?.•- •-•.�`r%C% �i • • • • • 4040 • • • • 4040• • � �1�,.• �1GENSF '•.`.p i LaL1111RE1 FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENWG WIDTHS W AL•OVi4BLf. • • • P.• • • • • 00 0040 40• • • • 4040 4.000' •.v 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN '2�• _ No.58%05 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11ti"• •0• • • • •0• �)3 yT TE DP G/: FIGURE9: IGURE ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLNOW4NDGR/UT-FILLED 9ONCRETE BLOCK UNIT %O '•• (FIGURES 588) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESS@RE-TREATED YLELON SSUTHERN PIKE WhH ARSG OF 0.55. �' 70R1D,.•' �� MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'T ItK.STE TL1DS�•y�, A IIItMUh&P4)E AN Q45"THICK(18 2'X 4•X.25'MULLION ��S SAO `\1\� • GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK P Q X36.A NCHORS f0 FJ7�SHALL EXEND/'LEAST 3 SCREW `_ IN PAIRS. yy A.L'YNNI�Ek,P.E. • • THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO OOD M Y BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 4040• • • • • 4040• • • 1�' X�' • • • 4040• • • • �� O 4040 • • • 4040 • • 4040 4040 • • • 4040 4040 4040• • • • 4040• • • TABLE 13A vi v Mullion Capacity Tab la IbelRa k Iii, Opening Width(for vanicalyspard mullions)or Opening Height(Lor hori2nrte arrirg Mullions SO In 601n 701n eo In 901n 100 N 1)20 h 140 N 1001n1ni'� Raolanyler hnprTdarq. Raclengular Trep7rderg. Recingulm TrapRdang. RaclangJar Treprrdug. Rectangular TraplTdmg. Regargtaer Trep'fdarq. Rectangular MWTdeng. Rectangular TrepRdang. RWINWlar TrapRdam. E� S B 2 X$X.26 Loading Loading Loadng Loading Loading Loadng Lading Loading Leading Loading Loading Loading Wading Loacing Lang Loading Loading Loading 8 9 Y py F to Alum.Tube .. f^. �s v.-. r✓ Fu �a-. 'f f ,.. ,. a '� !- ,. ,. -a a ®^ E� ti Mullion 21 g �. 3 a Sg 11 04 ill�i I I I 42 N 170.0 020 170.0 435 170.0 744 170.0 478 170.0 660 170.0 BOB 170.0 992 170.0 519 170.0 1110 170.0 621 170.0 1240 170.0 521 170.0 1/06 170.0 621 170.0 1715 170.0 621 170.0 1953 170.0 521 J 48 in 170.0 708 170.0 ,524 170.0 SW 170.0 SBI 170.0 ON 170.0 030 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1083 170.0 900 170.0 2287 170.0 8110 2 50.5351n 170.0 747 170.0 583 170.0 808 170.0 531 170.0 1040 170.0 684 170.0 1185 170.0 723 170.0 1M5 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 758 170.0 2391 170.0 756 m 511n 170.0 797 170.0 812 170.0 958 170.0 991 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1581 170.0 BSB 170.0 1913 170.0 981 170.0 2231 170.0 881 170.0 2550 170.0 801 p co 00 N 170.0 985 170.0 701 170.0 1053 170.0 707 170.0 1240 170.0 678 170.0 1417 170.0 0l4 170.0 1684 170.0 995 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2470 170.0 1081 170.0 2833 170.0 1063 2 1` 53 N 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 010 170.0 1488 170.0 1015 170.0 1873 170.0 1078 170.0 1850 170.0 1122 170.0 2231 170.0 1168 170.0 2803 170.0 1171 170.0 2875 170.0 1171 es in 170.0 074 170.0 758 170.0 1169 170.0 903 [170.02.231 4 170.0 1002 170,0 1558 170.0 1088 170.0 1757 170.0 1155 170.0 1848 170.0 1210 170.0 2338 170.0 1276 170.0 2727 170.0 12M 170.0 3117 170.0 1286 5 �y C 72 In 170.0 1053 170.0 076 170.D 1275 170.0 10008 170.0 1120 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 17D.0 3400 170.0 1530 J U,g •S W 59 70 N 170.0 1122 170.0 917 170.0 1310 170.0 100070 170.0 1209 170.0 1784 170.0 1322 170.0 2018 170.0 1421 170.0 2243 170.0 1505 170.0 2882 170.0 1828 170.0 3140 170.0 1884 170.0 1589 170.0 1705 0 i 78 N 170.0 1151 170.0 907 170.0 1381 170.0 111811 170.0 1250 170.0 1642 170.0 1758 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2783 170.0 1700 170.0 1223 170.0 1777 170.0 3553 170.0 1790 LLI 0. J r 7 ¢ N901n 170.0 1328 170.0 1114 170.0 1594 170.0 132050 170.0 1495 170.0 2125 170.0 low 170.0 2381 170.0 1783 170.0 2858 170.0 1818 170.0 S1 BB 170.0 2125 168.0 3413 170.0 227] 138.5 3413 170.0 2781 d Z J s o0 ge In 170.0 1417 170.0 1232 170.0 1700 170.0 143483 170.0 1822 170.0 2107 170.0 Val 170.0 2550 170.0 1052 170.0 2N3 170.0 2085 180.0 3189 170.0 2139 137.1 3199 108.8 2470 120.0 3189 I6B.1 2420 U N B O 1011 In 170.0 1594 170.0 1409 170.0 1913 170.0 181731 170.0 1870 170.0 25% 170.0 2070 164.8 2781 170.0 2271 140.] 2781 181.9 2333 123.6 2781 140.4 2281 105.9 2701 125.8 2234 92.7 2701 11..0 2180 r a 1111n 170.0 1536 170.0 1454 170.0 7888 170.0 1700 170.0 2207 170.0 1032 170.0 2821 170.0 2149 151.0 2032 182.3 2245 136.8 2832 148.4 2218 113.8 2872 128.4 2188 97.8 2012 115.1 2120 05.4 2532 108.3 2080 170.- 120 N 170.0 1771 170.0 1585 170.0 2125 170.0 1559 154.4 7152 159.8 1991 135.1 2252 141.4 1084 120.1 2252 127.2 103a 108.1 2252 116.1 1815 90.1 2252 00.8 1872 77.2 2252 80.8 1830 BZB 2252 81.4 1808 ` Cq 1M h 125.1 1581 128.8 1145 101.3 1584 1011.1 1425 89.4 1584 01.5 1407 782 1581 60.7 1390 80.5 1584 72.3 1373 82.8 1584 85.7 1758 52.1 1554 SB.O 1330 M.7 1884 40.2 I. 38.1 1584 MA 1203 QWS N Z TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 ��• Anchor Canackv Table Iba ANCHOR CAP.,,o,,,,,,, 3uoawU: 2.7k Concrete 3.5k Conn. Ho9ew CMU Food CMU PT Woad Metal (DP,)X( )=ANCHOR CAP.,,r, 5'18'fko 114'SS Eko 5118'Eko 114'SS Eko 810 Sleet all Slee) 91251,81 MULLION CAP.,,,,,K, Anctar Type: 3/78`Eko Ulwcn 1/4'Elco Ulbacm 3'18-Ek.LAU.. 1/4•Eko Ulwcn Aaa<eGetar UMrecn AWeGalor Sam(G5)screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns ullracon Edpe Otsultce(Ny t• 212' r z-+2• 3.1/5' r 2.10 r 2-12' 2• 3-v8' 7 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Erebedrnent(In1 1-3r/' 1.314• 1.314' 1-3/4^ 2' 1414 1.1/4- 1.114 1-114' 1.1 A' 1414' 2 1J/N 1-31B' cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anobaa®/.75'MN.O.C.ISWMerda OBcel COP(Fq.1a21 390 to. 3B0M 4501ba 890Ilb 1844M 270M 2801m 354 We 7408, 374 lb, B64 lb. 948M 3411a 442 lbs 500 be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancnae®4.OB'Min.O.C.1518ndad(ar 06ee0 Clip(Fq.37 7B01be 790 M 900 M 178016, 3232 W 510 M 50018 706 M 1480 too 74B M 12721bn f eB21w mz M gas tba 1120 ro: CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Arohore 411.71'MN.O.C.I Slenderd(a Ohep Ctlp(Fq.41 1+BO log 140016, +010 M 2595Ioa WA WA 9101ba WA Imb it, WA WA NIA 1363 M 1770 M 2240 M MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aslan®3'MIM O.C./(2)2e5 ArgN Clga I(Fp.51 780 M 760 bs 68016° i560 it. 1896 W 540 M 550 Iba WA 760 M 748 IN OBO lb. 189216s 682 M 80516, 1120 M CAPACITY WHICH MAY 8E USED TO QUALIFY B Arable 413'Min.O.G I(2)2s5 Angle pipe I(Fig BL 1580153 158011» 1360 M 312018 3782 M 1080 M 1120 M WA 1520 Its 1496 W 1760 Wa 3T841be 1353 M 1770 M 2240 M ADDITIONAL ANCHOR OPTIONS FROM THE 12Anchw*l,5'MIn O.C.1(2)2s5Aroe Wa/(Fq.71 18001bs 21WIba 1440M 37801ba NIA WA 1320lba WA 15001be WA WA WA 2045M 26Mbe 3360M ANCHOR CAPACITY TABLE. AppravW ucemplyley wifa 0- 25-Arwhon®1.31'Mn.O.C. U{21p,Into.125-Atlm.FA.51 WA WA WA WA -WA WA WA WA WA WA WA WA WA WA 1170 W Florid Boldin CIA 8 Anah-0 0.84'Mh.O.C./UL11p,N1o.125•Akan.(Fq.01 WA WA WA WA WA WA WA WA WA WA WA WA WA NlA 2881 W f�---2.000'� Uale `1 2 Anchor @ 409'MN.O.CJ F•COD(Fq.101 3BO IM 390 M 4501M1s 000Ibe 151611m 27ORM 280 The 351 I W 740]be 374 lb. 830Iba 910 M 311 M 412Ibe 500 M NOAH 1 Ancran®1.71'Min.n.GJ F Cip(Fq.111 SBO W 700 W 505 be 1298 Ib. WA WA 1701be WA 533 M WA WA WA 8ffi M 8BS Iba 1120Iba .250• 81Netl Dade Product NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: Or, FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1 t l l I I I 1 I I • • • • • • • • • LOADING.SEE SHEETS 2-4 FORiPENEONL INCTAYLATION METWOBIS* •• �� ( L NN�,j �i11 • • • • • • • • • • • • Z Z 2)LINEAR INTERPOLATION BETWEEN MSLL LERATHSANU/OR CONING WIDTHS IS ALLOWABLE. `a ��GEN;iE • •• • • • • ••• • 5.000" Q' 3)MULLION AND MULLION%IIV1SHf'WCAA t((=T Ta JeALE:FO:EVJT DIMENSIONS,SEE SHEETS _ -'r' No.59705 • • • • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ - FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - �c ANGLE -`� /!"i�O LU • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHpp L CONFORMtv.�TO ACI,,1�001 SPECIFIC,p.TIO LLOW AND GROl1T•FILLED %��', ST L F /; (FIGURES CONCRETE BLOCK UNIT(C U)SF 1L•L CONF�11SAyT0(+$T�1 690.1�rCTL�SF L EPRESSURE-TREATED c� p(OR10N,•' • • • • • • • • 5-7) YELLOW SOUTHERN PINE TH AW SG OF 045./�Ut4NUM SHALI•BE6063-TS AND BE A MINIMUM OF.125' i<<,Q .••• • ''Al MUST BE THICK.STEEL STUDS TO @E A MIWAUM46RADE 763 ANOO.045'•HIQK(1•GAUGE).STRUCTURAL STEEL TO �rrr`si()rdn�-�'�` • • • • • • • • USED IN BE AT LEAST.125"THIOK AND A3B0AtL ANCINDR9 IN70 METAL SHpLLEJ(TEI�D�\T LEAST 3 SCREW PAIRS. THREADS BEYOND THL•i•1*1TERIAI*.#10&#12 ANCHORS lRTO WOOD MAY BL•STEEL,1&S S.S.OR 410 S.S. 2'X 6'X.25^ A.Ll)Nf•I MI 5870 P.E. MULLION FL P.E.#56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w TABLE 14A `gj Mullion Ca ae Table Ibse Opening Width(for verticalty-sparv"i mtAlons)orOpening Helyht(tor horizonta*tpalring mUllons) 13In 80In 701n 90 in 901n 1001n 1201n 1401n min ReNmgrrlar ThplTnelg Ralangular TrspTdan9. Realargular Traprrdang. Recta udw TreprTdarg. Reclarguler TreprTdarg. R4ct",der Trap/Trlarg. Rectangular Traprrlan9. Rectangular Trawdara Rectangular TreprTdng. < a Lnedlrg tnadry Loadrg Loading L-diig Loadirg Loading Laadkg Loading Loedug Loedug Loafing Lnadlrg tnadrp Loading Loafing Loa0lrg Loedrg ®BYE IR i`kt X 26"It _ _ T$ $g � �^ TubeMull �• Og a g �' � a � n ca II u II J 421n 144.2 526 167.01 428 120.2 626 148.9 1 419 M01 626 13811 414 90.1 526 131.6 411 601 528 134.1 411 721 528 134.1 411 60.1 528 134.1 111 51.5 528 131.1 111 45.1 526 134.1 48N 88.8 403 108.0 333 80.6 403 94.7 326 89.0 403 86.4 320 80.4 4W 81.4 317 537 403 79.1 316 48.3 403 788 314 40.3 403 78.6 314 34.5 403 76.8 314 30.2 403 78.8 374 50.6261n 823 382 9+.0 301 68.8 382 78.3 294 68.6 362 719 299 51.6 362 8T.2 266 457 362 84.8 204 41.2 35Z 83.8 287 34.3 362 63.5 2B3 29A 382 83.5 283 26.7 362 83.6 28J ? O 541n 87.8 318 74.1 257 565 318 84.2 261 46.6 31B 57.7 256 424 Me 63.5 253 37.7 318 60.8 250 33.9 318 49.5 249 28.3 31B 49.1 248 24.2 318 49.1 248 21.2 318 49.1 2411 F p M W In 49.6 268 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 2511 _L7 2 207 27.6 268 34.9 204 24.7 268 73.4 203 20.8 266 322 201 17.7 258 322 201 16.6 258 32.2 201 V r "3 831n 42.7 234 45.e 200 35.6 234 79.1 195 30.5 234 34.7 +82 78.7 231 31.8 iB9 23.7 234 29.4 +BB 21.4 234 28.0 184 17.8 234 28.8 1B3 15.3 234 28.5 183 13.4 231 28.5 183 Z d in 37.2 213 39.4 183 31.0 213 33.7 179 28.5 213 29.8 178 23.2 213 27.0 173 20.6 213 25.1 170 16.8 213 23.7 169 15.5 213 222 +67 17.3 2+3 220 iB8 11.6 213 22.0 188 U)6 721n 28.8 179 30.1 155 23.8 179 26.8 162 20.4 179 72.5 149 17.9 179 203 147 16.9 178 iB.7 146 = J $ '� J J E 781n 24.3 tel 25.4 140 20.3 16121.8 137 17.4 181 1a0 135 13.2 iB1 17.0 133 Q 2 781n 22,6 162 23.6 133 18.8 162 19.8 131 tat 162 17.6 128 w to 4 Q LL ` N TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z Anchor Ca acib Table Obs) ANCHOR CAP.,„,,,,,, L) X� ILI SUalVale 2.7k Concrete =3�5k MoSaw CMU FaedCMll PT Wood Metal (OP,�)XANCHOR CAP.,,,11r 39 Eko 5/16'Eko 1/1'SS Eko N10 Sled N1231ee1 N72 Sicel M .,,„,,,,,,,Amhu Type3r16'EKD Utrnrm 1l4^FICO Utlfa[ 3I16'EkOUtlrncon 1//`Eko Ultracal NAnehorCllp Pehema ie SS Eloy 1WElt 14-SS Eton S io tGO)sererIWI sere SIMI USE THIS FORMULA TO OBTAIN THE'ANCHOREtgD DlstarcelnI 1^ 2-trr t^ 2-1/Y 1• 2.12' Y 31re' 7 a4e• 0.51• 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN EmIMAttent OnY torr torr torr ta(r Y 1-v4• f-v4" fnrr 1-vr 1-vr 1-v4• r +are• tarn seder ACTUAL PRESSURE REQUIREMENT FOR THE Y cy Q O dArrrnrs®3'h9n.O.C.((2)2r5A le rtr f7 7BOroa 7BO Ds GeollA 1550 ms teas los 5b ks 560 ms WA 76D IDS 74B me BBO Ibs 1ifD2 os Izem a85106 1430 me OPENING,WHEN IT IS LOWER THAN THE MULLION Q>Q CAPACITY(FROM THE TABLE)OF THE SELECTED W Z MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 .0 m CAPACITY WHICH MAY BE USED TO QUALIFY ta" -s ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I I approved ae mmplyina with m Florid O .I C e at 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. De FIGURE 1: MOAN Qmleg 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 8112te1 Dade Pteduel F• • 0 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• QY FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPWWICPkIMS.•IOLVOW AND GMU DFILLED• L 125• \ ` (YNN CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM e-90.WOOD AiALI BQPRCSS E- R TEQ t- ��t qC1�...--...�17/(��, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T VEIN, EI M IMjt��F.T2�i11GL-.NSF r THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' �K(1 U ). R 'F LTO AT 1.28"X 2.11'X.125"MULLION V. LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SH"EXT"•T LEAfoi3 SCGEW TYRE&DSBDYOND (INTEGRAL FIN MULLION) IU 58705 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. a ° Lt/_ • .•. . • . ••• ;� Or 41 • •• • . • • • •• Ctjf\L ••• • • ••• • • A.LYNN Iht1E�,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE15A Mullion Capacity Table Ibse) BgCRB Opening Width(forwrtlealyaperni g mullions)oropening Haight(forhorimnia"plurirg md1ons) K49 BON 60 In 701n 80 In Sol. too in 1201n Min 100 in Peelenguler Treprt6arq. RaMengWar Trep/Tdeng. Recten•6er Trepl7d.C. Recten9tAer Tr.".n9. Reclanguler Tnpridarq. Rec.wAr T1ep'Blen9. Reetangder T(WTdang. R.t."der T.p77don9. Rectangular Tre m-4 ®S7YiY ZT,' 3.25"30 L_, Loedn9 Lo.dn9 Loadn9 Loacin9 Lo dng Loadng Lowing Loedblg Losdrp Lowing lnadng Lo.dng Lowing LaI.MO Lasdn9 luudn9 Inadn9 44O T1 `0 5 g S �o yg S 6^ BAY MULL $ �_ g� � � � � � y �i b_Idi$g dBW �yg3 sSZ3 II ;I 3� dna" d� did i i� d� O �� 42 N 170.0 620 170.0 1 435 170.01 744 170.0 478 170.01 888 1 170.0 608 170,01 882 1 170.0 519 170.01 1118 170.0 521 170.01 1240 170.0 521 1170.01 1486 170.0 521 1 170.0 17351 170.0 621 1 149.1 1740 170.0 521 48 in 170.0 7011 170.0 624 170.0 650 170.0 564 170.0 092 170.0 630 170.0 113] 170.0 661 110.0 1276 170A 877 170.0 1417 170.0 BBO 1622 1622 170.0 680 130.5 1622 170.0 680 114.2 1512 170.0 880 m 50.6251n 170.0 747 170.0 583 170.0 BDS 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1315 170.0 747 1642 1443 170.0 758 Me 1443 170.0 768 117.3 1443 170.0 768 102.8 1143 170.0 768 � o 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 807 180.4 1367 170.0 837 144.3 1353 170.0 656 120.3 1353 170.0 881 103.1 1353 170.0 861 90.2 7353 170.0 085 2 � M 80 N 170.0 883 170.0 701 170.0 1083 170,0 797 187.0 1218 170.0 876 148.1 1216 170.0 944 129.9 1216 159.6 938 116.9 1216 152.1 924 97.4 1216 1{8.1 113 07.5 1218 148.1 913 73.1 1218 148.1 913 0 r 63 N 170.0 930 Woo 745 170.0 1118 170.0 850 150.2 1150 166.8 933 131.4 1160 163.0 914 116.8 1150 141.9 898 106.1 1160 134.2 885 87.8 1150 128.7 871 76.1 1160 126.2 670 65.7 1160 128.2 870 Z W -j i {y, 18 In 170.0 174 110.0 769 15-2.4 1016 165.6 861 130.8 1016 148.6 084 114.3 1046 133.7 850 101.0 1048 12].4 639 91.{ 1018 116.6 830 78.2 1045 109.4 021 6S,J 1616 106.2 810 57.1 1048 108.2 616 y C 721. 140.5 680 147.9 764 IVA 680 126.0 740 100.0 860 110.6 734 68.0 080 We 0 722 762 060 92A 712 70.4 660 5&2 703 58.7 880 79.2 693 50.3 880 16.6 688 44.0 660 70.4 888 J J 3 1111 Q e 3 751, 719.7 790 1261 690 99.6 790 106.4 878 65.5 790 93.3 Set 74.6 790 63.0 852 6816 780 78,9 843 69.8 790 71.7 875 411.9 790 85.1 824 42.6 780 82.1 619 37.4 790 61,5 817 W O S 781n 110.8 750 116.5 NT 92.3 150 98.1 644 79.1 760 85.9 832 69.2 750 77.1 621 61.5 750 70.6 612 65.4 750 65.7 605 46.2 750 69.4 594 39.6 750 56.2 585 34.6 760 55.6 588 d Q Q m m Z N go In 72.1 503 74A 500 00.1 563 62.9 491 51.5 683 54.5 463 45.1 551 45.9 475 40.1 563 44A 486 38.1 5113 40.9 46Z 30.0 663 38.2 462 2(1.0 663 J3.J 445 22.6 667 31.6 442 •J 00 Wgg 96 N 59.4 495 61.1 443 49.5 495 W327 495 44.5 421 37.1 495 39.9 421 330 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 20.8 384 18.8 195 25.0 JBO N o S 106 N 41.7 391 42.6 353 34.8 301 391 31.1 342 26.1 391 27.8 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 307 19.7 321 11.9 391 17.6 316 W `1 1111n 36.4 ]70 39.2 335 32.0 370 370 tae 725 24.0 370 25.3 320 21.4 370 22.6 318 19.2 370 20.9 312 111.0 370 16.1 305 O p 1201n 30.4 717 30.9 269 25.3 317 28.0 264 21.7 317 22.5 260 19.0 317 19.9 218 1S.9 317 17.9 273 p�j Z 144N 17.5 220 VA 203 �� g 0 TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: $ &� Anchor Ca Itv Table(lbs) ANCHOR CAP.,,,",,, J, 9ubstrale: 2.7k Catcrde 3.1k Core. Hollow CMU m PT Wood wt.1 (DP_ X( )=ANCHOR CAP.,,, Y76"Elco 114'SS Eke Y1r Elco 1Steel 812 Steel 612 Statl MULLION CAP.,,,,,,", Anchor type: YtC Eko Ul9ewn 1/41 Elco uBraom l8kxon 3116"Elco Ullrecon 1/4'Ek.Ui6ecm Ala.G.I., Ullrecon w(G5)Screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns CAPACITY REQUIRED"CORRESPONDING TO AN Edge gatarce(N)'. 1' 2.170 1' 2-112' 3-i/6' 1' 2-1R' i' 2-1/Y 2' 3-tIB' .18' 0.51' 0.324' Ernbe•nent(h)'. 1-Y4' I-J!4' 1314' 1-3/1' 7 1-1/4' 1-144" 1-1/4' 1.144" 1-114' 1444' alB' 13/0" wdea ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMre gS'Min O.C.!(212t5Angle CBPa/(Fq.1): 3901bs 39015. 450ka OWN 170oa. 27016. 2BOIN 354 b. 740 lb. 37415. 7201N 1@. 4421h 5609. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon g 3,5'Alin O.C.l(2)2.5 Arab Clips 7(Fq.2): 78016+ 780 A. 790 ke 1B701b 2525 aro 590 IDa 5801N WA 112(1 IN 7481N BBO 10. 82 ba S851N 11211N CAPACITY(FROM THE TABLE)OF THE SELECTED 0 Ancien g 2.71'Min O.C. (2)2x5 Angk alp,I(Flp.3$ 11201N 1120IN 950 Na 22461N 2254 9. WA &OIN WA 10591N WA 73201N WA t0221N 1327 roe t6001b. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Approrcd m-plyl.g wllb t9. FIGURE 1: F'Sor1)11% C e TABLE NOTES: Uai ) F • t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. N nl 111 Prede 6 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ry 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: •• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DII&M104%S:EF:S 471. b j ••• •125• \,%k 1////" • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIOMB SHOWN Oki SHEF•T#21683.• • • • 30• ,\��o�y LYNN 4g��,�/ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • •• • • • • ••• • \ \��:.•`1c;FNS� 'P 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.&ItLOW SIIQ);ROI�-�-`)LLEIT • • •• 3.250" �i- FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 5fl705 • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT _ ',(Y' ( ) MULLION !�''��(( •• (717 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT L<11S1�lSeREW THRlADS BEYOND • ••• �'0.'•�� 18 I( THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 10 S. • • • • • • • ) `f bf • f nc • • • s r • �.�%'•. rLOR1vP•' G� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. • • • • • • • • • • ••• • • ••• • • b,!L, NfJ��AI�LE�P.E. FVL'p.El.#1519705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 6) TABLE 163. txt Mullion Ca ao Table IbNttr OpeningWldth(for veNcaly-spamlrgmiAlons)oropening Helpht(for hodmntaly-spanirgmillions) � � e I Oil 50 In so N 701n 80 In Belo 100 N 120 in 1401n 180 h Reclenytw Trep/IBW. Retlenpder Trep/Ttlen9. Reclert�ler heplldenp. Reclanadw TrapRdenp. RectangLA TrepMwg. RectaDudar TraWrkrq. Reclengoler Trep/Tden9. Recten9clor TnpfTdang. RetWrp�lar Trepan. 8 y� Q !�•F 7.26"46 L.aadn9 loading Loadrp Loading l.oedin9 Loedin9 Loading Loading Loednp Losdino LmdnO Losdin9 Lwdurp Loading Loading Landing Lo no l4adirq ®S by g DEO.AL _ _ _ Vis• _%12A, g' BAYMULL S " t48 • d Tm 2- In 31 1"1 130 01 2- 1 1 1 o J 421n 170.0 1 820 170.0 435 170.01 744 170.0 478 170.0 868 170.0 506 170.0 902 170.0 519 170.0 1116 170.0 521 170.0 1240 470.0 521 170.0 1488 170.0 521 170.0 1735 1711A 521 160.3 1871 170.0 521 48In 170.0 708 Vol) 524 17D.0 650 170.0 564 170.0 991 170.0 630 170.0 1133 110.0 661 170.0 1275 170.0 677 170.0 1417 170.0 080 163.7 1637 170.0 WO 140.3 1837 170.0 580 122.a 1037 170.0 650 W (Y ro S0.825In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 694 170.0 1185 17D.0 723 170.0 1345 170.0 747 170.0 1404 1703. 758 147.1 1552 170.0 756 126.1 1552 170.0 758 1103. 1552 170.0 756 'O 0 54 In 170.0 797 170.0 812 170.0 058 170.0 691 170.0 1119 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 858 129.3 1155 170.0 801 110.6 1155 170.0 881 97.0 1455 170.0 881 F O 801n 170.0 805 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 879 157.1 1309 170.0 944 139.7 1309 170.0 DBB 125.7 1309 187.5 994 ta.e 1308 157.1 982 60.6 1108 157.1 852 78.8 1309 157.1 882 (-3 83 in 170.0 970 170.0 745 170.0 1116 170.0 850 tete 123.7 170.0 910 142.5 1247 ta.5 981 128.7 1217 1525 OBS 114.0 1247 144.3 852 95.0 1247 116.2 879 e1.4 1247 135.7 875 71.1 1217 135,7 915 Z W 66 h 170.0 074 170.0 789 170.0 1183. 170.0 903 148.4 1190 163.7 965 129.9 1190 147.9 915 115.1 1180 130.5 920 1 W.9 1190 128.4 914 80.6 1190 119.5 886 74.2 1190 110.1 893 a.9 1190 110.1 083 m �€ 72 In 161.8 late 169.0 877 134.7 1010 144.0 850 11sA 1010 121.2 642 lo1.o 1010 1+4.7 076 89.6 tae 105.6 817 80,0 1010 96.9 007 07.3 1010 BO.B 785 s7.7 1010 87.8 700 SOs loco 87.7 lea Q � Ta h 1 37.4 908 We 792 114.5 900 122.0 713 90.1 908 107.1 781 85.9 908 96.2 719 76.7 906 BB2 730 66.7 908 82.3 729 57.3 909 74.7 718 l0.1 900 71.2 710 12.9 906 70.6 708 � W 76in 127.1 881 02.51 754 105.91 581 1 112.6 778 90.0 881 �4491 7D./ es1 66.5 713 703. 881 81.0 707 83.6 681 75.1 694 53.0 681 80.1 801 15.4 881 84.5 875 39.7 861 W.7 872 IL Q Q N go in 82.7 a9 85.1 574 65.9 so 72.1 5" 39.1 616 51.7 Me 58.1 545 40.0 618 50.9 537 41.4 048 47.0 530 34.5 648 41.5 519 29.5 618 38.2 511 25.9 646 35.0 507 d m y Z � OB in 69.2 588 70.1 5a 50.5 568 59.1 499 48.7 506 42.6 506 45.0 481 37.9 580 41.4 476 34.1 566 38.1 470 20.4 568 33A 459 24.1 568 30.5 452 21.3 188 28.7 447 U w p �� 1081n 47.9 149 18.9 405 39.8 449 41.2 399 a.2 440 35,1 393 20.0 MN 31.7 387 28.6 449 26.6 382 23.9 H9 28.1 377 20.0 a4D 22.7 706 17.1 HB 20.1 3Bf 15.0 419 18.9 358 } Jf 111 h 44.1 42b 45.0 385 3&B 125 372 370 31.5 425 32.8 373 27.6 425 20.1 367 24.5 425 26.2 362 221 425 24.0 356 18.! 423 20.7 350 16.6 425 18.6 343 0 W N 12D in 31.9 391 35.5 331 20.1 364 29.8 320 24.8 3a 25.6 321 21.0 384 22.8 117 19.4 3a 20.5 313 17.5 384 10.7 309 Q 0 144 h 20.2 253 20.4 233 19.0 253 17.1 230 Z 1�o TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(the) ANCHORCAP.,,o,,,,, 9uhelretc 2.7k Corotde 3.5k Cant. HDMm CMU Fled CMU PT Wood Metal (OP„)X( )=ANCHOR CAP."„ 511x•Ebo iM•68 Eko"'r Elco 114'SS Ek:o N1081eel N12 Steel N12 Sled MULLION Anchor Typo' 3/16'Ebo Ultmon tl4•Ebo gvatan Mu.. v1e'Ebo gvecon 1/4•Eko UNxm AppmGata Uluatan AwsGetor Screw(G5)Somv 05) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorCllp Patteme Edge getewa(h): 1' 242' r za2• 3vr r al/r 1• 2arr z 31/8' Y 0.46' 0.54' 0a24' CAPACITY REQUIRED"CORRESPONDING TO Em6edrnenl(h): 1-7/1' 1-314' 1.174' 1314' r 1-111• 1-1M' 1.1Id' 1.1/P talc 1-1/4• r 1A✓0• IJIe" atdee ACTUAL PRESSURE REQUIREMENT FOR THE 2 Mthm 0 5•MIn.O.C.I(2)20 Angle Cepa r(Fq.1} 3909a 790Ibs 4501bs 090 Ms 17oo 160 270Ibe leo Ila 354100 741lbs J711ha 720100 940U 3419. 442 IN 580150 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archaa 0 J.5'Min O.C./(2)245 ArgM C9ps/{Fig.2): 780 We leo Iles Iso N1 1970lW 2s2s Y1 s4o 160 50011 w3. 1120160 749160 BBO tos IB92lbe e62 b. 88516. 1120lbe CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Andl 2.71•hU1.G.C./(2)2e5AngW CNPB r(R0.Jr 1120144 t12B lbs eye w 2246 to 2254 O1 w3. &o IW WA 1059111 WA 1J2o les w3. 1022 roe uz7 lla 1680100 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: •pP�1'�Id mmplyleg 1r1181M TABLE NOTES: Florid Boldin C e DO, 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. NOAN SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 01111 Dad<Prodee 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIN]�AAONS,SEE 2J'�• ••• �� ,I LYI,IN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIO SHOWN O SI F• 21 3.• • • • -125" 46' `�� •NLAN. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • •• • • • • ••• • \ �`�.•' �10ENS� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.WALOW AI901D GRO"ILLE • • •• 3.250" 'ft No.58705 _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ - YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125" - • • a • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE ATU '• S" LU= LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT U5jl6Te&QREW THRi4DS BEYOND • ••• 45°BAY % s MULLION � OV � THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.011010 S.,l • • • • • • • C;(.'... 10110to P, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. • • • • • • • • • • /��`��"S�PJ��-F�,�� • •• ••• :00 • • •• /r,.� " ••• • ••• • • A.LYN,1ty11LLf=f�,P.E. FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• I-1.000"-I 11.250"--i -'1 1,000• 1.000' �d �--1.266'-'1 •j 1.000" -j 1.000' r- IIIIIr .125" I ®SYU �bY r a7' 5" Ir 2.750' .125' 3.125' .125' 3,188" I �� 2.750" .125' .125" .125' 2.000' 2.000' .285' 2.116' 9 m Z L .125' L 375" 5' 650" 500" - t -j -.125" zi N rc r � T .900" T :3 1"X2"X.125"MULLION 1"X2"X.375"MULLION 1"X2.75"X.375'MULLION 1"X 2.75'X.650'MULLION V X 3.125'X.5'MULLION 1.25"X3.188"X.265'MULLION 1.26'X2,11"X.125'MULLION w 6063-To ALUM. 6063-TB ALUM. 8063-T6 ALUM, 6063-T6 ALUM. 6063-T6 ALUM. 6063-TB ALUM. 6063-TB ALUM. Cy Q X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION h-' Z M r. O }-{�-•-.125" }-{j--.125" }�-.125' Z N TABLE A w STANDARD CLIP 2X5 ANGLE CLIP Dimension Value On) For Mullion: 2g 6063•T6ALUM. 6083-T6 ALUM. Q 01 ' 2•�' XSECTION 2'125" 2.000" X-SECTION A 1.625 p C• c� U-CUP I 1'X2'X.125" LU J 6063-T6 ALUM. { -125" B 2.654 d U .125" X-SECTION L C 0.895 Aluminum a p Q N Tube Mullion � Z Z 00 r I D 0.740 U Q "o .125" .740'F- A 1.126 1'X2'X.376' 0 5.500 -I B 2.404 Aluminum ❑ Jj w 3.125" y CUTHERETO .375" 5.000" C 0.635 Tube Mullion Q ,375" r CREATE F-CLIP,SEE MIN. r .375•MIN. F� D 0.490 Z MIN. DETAIL F,SHEET 4 .338"MIN. A 1.875 Of m r--------i r-------� B 3.000 1'X2.75"X I I I I A A I U-CLIP A F--------I- L_ L-------J 6063-T6ALUM. `- -------------------J 2X5 ANGLE CLIP C 0.757 .375AIUminum TOPVIEW 8063.78 ALUM. D i 118 Tube Mullion TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 8083.78 ALUM. _DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 1•X 2.75'X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR -WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER r 1/16'. B 3.000 .650• SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER t 1/16'. SHEETS 5-17 FOR THE D 0Tube Mullion .838 ANCHOR O.C. TABLE B DISTANCE.MAXIMUM POT Part# A 2'000 sheet# B 2.637 5.500" 1`X3.125'X ♦ppm7edurnmplyine wYh tb. ANCHORHOLE Mull Dimension� .375" ( ) F1o.da Bolding Cede DIAMETER:ANCHOR Mullion Std.Clip OMeet Clip U-Clip Angle Clip .500'Alum .375' MIN. DIAMETER+1116". C 0.863 Tube Mull Dile MIN. 1"X2"X.125"(6) 66605 666113M 6661118M 666243M SSM11M D 1.137 NO Lx Ml-1 Dade Pnduet C.vtrA 1"X2"X.375"(8) 668008 668114M 6861119M 688244M 868512M A q22 r-- I------------� 1.26"X3.188' Or... 1"X2.76'X.376'(7) 66607 666115M 6661120M 666245M 666513M B X.265'Alum 1"X2.75"X.650"(8) 66608 666i18M W61174 66620M 6W14M • C Tube Mull (�YP1fJ A/7 Ji j I B D � �n ,........., I --- --- D I 1"X3.125"X.500"(9) 66637M 1118M 1114y 4 1 ` ��-•'\10ENgp ••'• ' 1.26'X2.11• I 1.25'X3.188"X.265'(12) 86841M 668 1 TM 11 4 16M • L A .121'Alum No.53705 ------J Tube Mull ---J I 1.26"X2,11"X.125"(18) 69370 A /A 8 1 (� LU_: + OFFSET CLIP NOTES: 01••�l f I O I. 6063-T6 ALUM. �f. „THTC f- .••��. .125' I TOPMEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RjSTRI�NS GIVER JN T4AjHEET.••• •:• UT�'•,, 740•-+-� -I i�L • • $ • • • • S's/ONh1. � 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCly71UNS 8•ANCF(pR a.C.yISTAPICE. • • • • ��i� " • •• • • • • • •• A.L11N1 MILLt'R,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ••• • • ••• • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• 0 0 -i 1.000' 1.000" 1.062-1 a Tao' gg .385" rt .0 .06 2 I`125' 082' .438'- I I ®BYd Y 4.000' '125'STANDARD CLIP 2125, S 4.ODO" 4.000' 2.625• 2.000" 8083-T8ALUM. I U-CLIP 2.000' 2X5 ANGLE CLIP [� X-SECTION 8083-TB ALUM. LO .125• n 6083-T6 ALUM. XSECTION .125' .125" X-SECTION O k m .125' .125' r .031'1 .125"_j CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 125DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE .375' '155' .375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR LLJ m m T HOLE DIAMETER:ANCHOR DIAMETER+1/16'. 5 po co 1"X4"X.125"� 1"X4"X.375' 1"X4'X.375' 1 5.b00' 5.000• ~ Z � MULLION MULLION 'T'-MULLION Cur HERE TO 376, -.375' 2 O t- 6063-T8 ALUM. 6063-TB ALUM. 6063-TB ALUM. .375• 3.125"--�-_CREATE F-CLIP,SEE MIN. Z ry5 X-SECTION X-SECTION X-SECTION MIN. I DETAIL F.SHEET 1.250' .375" _ W 2 _ r-------� r-------� ---------- ` CENTER OF .3IN. I I I I I ANCHOR HOLE I I MIN. Q aka 1.250" 1.250' I I I I MUST LIE WITHIN I I I I I THE DASHED I I W 'D I I F BOUNDARY.SEE j d C) Q 1 SHEETS 5-20 FOR I I a Z N 2.875" I - - I I I --- I THE ANCHOR O,C. F I - ----_I --1 Z a 00 I 1 I I F I DISTANCE. U Q- y0 g 3.94" i I I i i MAXIMUM I i � O� S d I I 3.250' 3.250" I I I I ANCHOR HOLE 1 I Y I I I 1 I DIAMETER: I I� J (n .100" .100' ______� �_______� ANCHOR c---------------------- .100" Q O I DIAMETER+1/1 e'. Z L _ 2X5 ANGLE CLIP O .100" .6P4• .si4' �C STANDARD CLIP U-CLIP 8083-TB ALUM. _ €D_ T.11HITTHE F ANCHOR HOLE MUST LIE 8083-TB ALUM. 6083-TBALUM. TOPVIEW1-620. 1- -•1 .820' F"-- --1 .820' 1-' DASHED BOUNDARY.SEE TOPVIEW TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. 1.25'X 3.25"X.100' 1.25'X 3.25"X.824' 1.25'X 3.94"X.624- DISTANCE.MAXIMUM ANCHOR HOLE DlmonNon Value(In) For Mullion: Dimension Value(In) For Mullion: MULLION MULLION MULLION DIAMETER:ANCHOR DIAMETER+1/18'. 6005.75 ALUM. 8005-T5 ALUM. 6005-T5 ALUM. F 7 1' X F 1.938 1.25"X 3.25' X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.500 X.624• 5.500" H 2.680 Aluminum H 1.438 Aluminum ��---------��3.469' 1 3.000 Tube Mullon 1 3.250 Tube Mullion 2.881" -VN I /-` ,125" I .375" .376' F 3.107 1"X4"X F 2.625 1.25' 24" ' 1.877 MIN. 0 0.757 .375' G 1.125 %.824' r_-_ ____ H 2.430 Aiumirum H 1.500 Aluminum 1 -i------ 1 3.000 Tube 8'T' 1 3.250 Tube Murton •Pond 8 Id cemptyfoa wllY tb I I F 2250 1.26'X3.25" F 2.813 30'Be Mull FIaHJ Boldin^- Oa1e I I I G 0.750 X.100' F 2.875 45'Ba Mull ryppq .125' II 2.250' i I i i I H 1.500 AlvnBum MIMIDadeProduelCoatrol .125" 45'-(�- I 1 3.250 Tube Mullion W. I i I H 50.45•BAY MULLION 3.250" LTABLE D 8063-TB ALUM. I i---__-- I 1 �_ _____� • ••• • • Mullbfinerlon• •• PGTPart# \�N �,( 30°BAY MUL • • • •(yiiRet'AY! • 6063-T6 ALX-SECTION • • • • Mullion Std.Clip Offset Clip U-Clip Angle Clip \ 0,.`CENSG'•.;F/f X-SECTIOt I • •• • 1' 4' .12 9384 BB6111M W61122M 668241M 86B518M G OFFSET CLIP • • • .r .125' 6063-TB ALUIL• ••• •1"X4 X.37 (11j 66610 6W112M 6661123M 666242M 666519M .228"J �.-.981' .226' � "--� ,740' - TOPVIEW 1-X4'X.375•'7(11) 66653 866112M 6601123M 6W242M 866519M L� NOTES: 1.25'X3.25'X.100'p3) 20180 6681127M 6661124M 6662410M 6865115M & (/ •1 1.25'X3.25'X.824'(14) 20181 6661128M 6681125M B1i62411M 8885118M -1� L'O 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • ••• U2V J; •X.624-41 2T10- 8881117M 8881128M 888241M 886517M 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 0 Degree(19)• 88848 WA WA WA 6865110M ..•.....• •• •• • • ree ) 8 WA WA WA effisil1M , ••• • • ••• • • ''``SSr ' ` G;` 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.L'YN�I #587,\P'.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . a TABLE E gg Mull Dimension PGT Part# f '" 600 � (Sheet#) Mullion Sid.Clip U-Clip Angle Clip I �I I" '125" --{t--.125• --H I-125' 5G6 R �d 2"X4"X.25"(16) 66602 666261M 666271M 6665112M � Y � 2"X6"X.25"(17) 66804 666262M ARR972M 6665113M I STANDARD CLIP F I U-CLIP 2X5 ANGLE CLIP 6083-T6 ALUM. 8063-TB ALUM, 6063-TB ALUM. p 2.000" I X-SECTION 2.125" X-SECTION 2.000• X-SECTION 4^ NOTES: I .125• 1 .125' L .125" Z yl 5m 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 13i DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T O cmv 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I I �-1 qgp•� I J HOLE LOCATIONS. J 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500• W CUT HERE TO 5.000" m O o 3.500• CREATE FCLIP, II- 375" I=- O .375" I MIN. 2 ZO m 2.000" .375" _SEE DETAIL F. .375' n MIN. r SHEETQ MIN. Z Z -- -- - s ----- ---------� ---------------- r------- II I------ 1 � W i m I I J I 1 I I Q d& U W J 4.000' 3.438' 4 + 3.438' f j-- - - U Q rn .250• 2"X 4'X.25" j 3.438" I I ] Z..Z MULLION I I I U Q3 y0 8 co 8083-TBALUM. I I .375" } Z$ '10 3 X-SECTION I I I F- L------ J MIN. O _ STANDARDCLIP U•CLIP,6083.76 ALUM. 2X5 ANGLE CLIP > Q CENTER OF ANCHOR HOLE MUST LIE 8083-TB ALUM. SED FOR 2I X 4"MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6083-TB ALUM. Z 0 .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �'O r. SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. _ m DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE *IAMETIR:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1Nfi'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER.1116'. 2 000• 3.600" -�1 CREATE F-CLIP, 5.000' ~- �1 MIN. rC SEE DETAIL F, '375• .375' r-SHEET MIN. MIN. .375" -------------- I I I I I I I I I I 1 I I I I I I i ♦pproveJ as comply7o�with lN, FIodJ 01 2* C e I Dal NOA# bilaml Data Prvduq C' .250"- 6.000' -j-- -�- --j 4.688" @ t 5.438' --------� B7 5.430" \11111111 5.438' •• • • • • •� 11 \\ Ny LYNN I I I • • • • • • I �0 ,..........�! 2'X 6"X.2 5' 0 I 1 • • •• • • • a .�1GFNSE Ff MULLION j II • • • • • •• 6063-TO ALU I I I I• • • • • • N = I•lo.5G705 _ X-SECTION ••1 • •• • • .375" L------ MIN. _ pTR"( . STANDARDCLIP • UCtIP • • • • • • • �,,FCOR1Ul;•••\(� 2X5 ANGLE CLIP .250" 8003-T6 ALUM. 5063-TAALUM. • • • • • • 6063-T6 ALUM. �'�JiS/ F` •: TOP VIEW USED FOR 2'X 6'AwULLIOR SAET47 • • • • • TOPVIEW //1 0W. , • • • •• A.LY1(NIMILLL�,P.E. •••TOP • ••• • • FL P.E.#58705 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • :0 • •• ••• • • • ••• • • IDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF-60.0/-60.0 PSF. EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SC i 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 REQUI NO ANCHORS IN HEAD RED $ (; DESIGN PRESSURE OF+60.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT LARGER SIZE AVAILABLE. SEE SEE FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD 3 yRS a'6 FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. ®SY d BEY PRODUCT'S SHEETS APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.76"X.650-MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE �^ 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION m LENGTH ^ 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 Z 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. O .04 a J SEEDETAILS. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL j SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGNPRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. W $$ Im �B IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, Z) C� NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: �32- -{ 3T 636 LBS --I MULL WIDTH (60 PSF)X( )=524.8 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) p OPENING WIDTH 72.7 PSF i 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 Q ' DESIGN PRESSURE OF+50.01-55.0 PSF. p W FOR THE VERTICAL MULLION: CL 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1"=105"AND THE OPENING WIDTH IS 36'+36"+1"=73'.REFERENCING SHEET 25, J Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL L) (n s 6 g MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. Lu 0 3 EXAMPLE 2:MULTIPLE MULLIONS a FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375-MULLION(LENGTH=108',OPENING WIDTH=SO-)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF � � Y MULL WIDTH-j r- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. } O FROM TABLE 12A,SHEET 18,THE 2"X 4"X.250'MULLION(LENGTH=108",OPENING WIDTH=SO-)HAS A DESIGN PRESSURE OF+/$4.7 PSF WHICH EXCEEDS THE REQUIREMENTS > Z (n SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. z. m0�. DETAILS, 32- SEE 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'+36"+2.=74",NOT 73"AS PREVIOUSLY FENESTRATION 2.3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCTS APPROVAL THE 73"DIMENSION(35.112'+35-112"+2"=73"). 2)USE TABLE 129 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED �_ - I CONCRETE HEADER AND SILL ARE W WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL - USING THE STANDARD CLIP WITH(8)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-t12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND MULLION LENGTH D SEE ��-SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. y DETAILS, DETAIL E. FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 2-3 SHEET3 HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. MULLION ypPTcv�d MULLION 72' NYleswuh(k 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"x72"+2'=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE DA !rd" USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.260'MULLION(@ LENGTH=42',OPENING HEIGHT=120-)HAS A DESIGN PRESSURE OF+/.170.0 PSF WHICH EXCEEDS THE DAIff aREQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 6141nl Dade product SEE DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE IT SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2-3 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED f ANCHOR CAPACITY OF 521 LBS. 1-YP!N m/4 / •• ••• • • • • • •• 6',HORIZ. 36-,HORIZ 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION.USE THE SAMFvANCHplj CA4AC jjY QF 524 LBL,TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR \��•.''\10ENSG 'Q t.,"OPENINGW[DT LL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND TFYREFOR[iUITd,BLti,FOR TI4E R7()V IRED AIICHOR CAPACITY REQUIREMENT OF 521 LBS.THE Q H FORVERTICAL MULL ANCHOR TYPE ISA#12 STEEL SCREW. • • • • • • • • • NO.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - +1-64.7 PSF FROM THE VERTICAL MULLION; •'. u LU +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; -1 +1-770.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION INTERSECTION). '�) 1 g.F : U THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THR•MUCL1CIAS. 000 •••• ••• • • %�� Fl OR10P'••�C�� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WIT'Y THIS M4LLIOIJSY4TE4 THE 60WEP.DESIG4RESjJRE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSWRE REQUWW THAT Tp4E 60716 THE MULLIQN App THEWONESTRATION PRODUCT BE INSTALLED IN A.LYNN MIL'LILR,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE 6U06TRATOS AND FENE•TRATI11DYRRODUCTS40 MULLION. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: FF RECTANGULAR LOADING: 4` j PW PW < � & PW j ®BY� �Ry� I f� SHIDH SHIDH I PW PW Q Q I J / / W / m 0o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I n F- M SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i HINGED m I DOOR Z I LOADING OF VERTICAL MULLION J PW I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION 111 0_ I r PW I a Q N Joo Z I PW PW U go I PW (' o PW 7 I � Q � I 0 3 SH/DH SWDH SHIDH SHIDH I4 J Z O �.. mo y. SH/DH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I PW PW HR I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL -- I MULLION I I PN HINGED I NOTES: DOOR PW PW i Approrn.—oplylay wllC Uh I 1)DRAWINGS ARE Florida Boldly C e RERESENTATIONS OF TYPICAL Dau i I I j AN PW CONFIGURATIONS. N Ade Pmdpq PW CONFIGURATIONS NOT SHOWN / / MAY BE EXTRAPOLATED FROM By � — -- - THOSE SHOWN. I 00: • • • • • 2)IF THE LOADING TYPE CANNOT \\��oa�( LYNN I /77 • • • • • BE DETERMINED,USE \ I • • • • �W • • 1 / RECTANGULAR LOADING. .• PW PW • • • • • • • ll • 000 • • • ••/ 3)SEE PRODUCTS'APPROVAL FOR �' No.58705 ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION a ,_"O•.V` ' yy I(� (I J' PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I SGD, STATEOF IL; sy LOADING OF\4WRTICAL •• • • • LOADNG QF HOWI7,PNTAL A.'CYNN,M)LLEA,P.E. MULLION 000 • • ••• 4MULLIOY FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10/20/2017 Florida Building Code Online O tV\ rZ BCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications FBC Staff I BCIS Site Map I Links I Search F! dda Product Approval P y USER:Public User n--cti- Product Approval Menu>Product or Application Search>Application List>Application Detail • a FL# FL1850-RIO Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0000•• • • • 0000•• Product Manufacturer American Shutter Systems Association iirq• •••• •• Address/Phone/Email 4268 Westroads Drive • • • West Palm Beach, FL 33407 *06:96 •••• •••••• (561) 209-8263 0.0000 • �0a00 bfeeley@easternmetal.com 0000 • • • • 0000 •• •• •0••• Authorized Signature Bill Feeley 00;00 000.00 00000 Irodriguez@easternmetal.com •• •• 0000 ••••�• Technical Representative • • :•••:• ••0••• Address/Phone/Email : 009 • • • 0000•• Quality Assurance Representative ••• Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Vr Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich, PE ,/' Validation Checklist- Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9p/o2f°/p2ftCOhpJQoeiShOCDrfdBDPfc3tFpHgLNr4gNQIpQ %3d%3d 1/2 10/20/2017 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Date Revised 10/03/2017 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R10 II A.S.S.A. INC. drawing DRWG.15-081.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D". Max span is 12'-7"for 35 psf FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-081.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load for Created by Independent Third Party: Yes one specific condition shown in span tables. See additional loads and spans on engineered drawings. • • • 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlj4lpt blades reby tracks(tqp (Combo) - HVHZ-Drawing#15-079 and bottom)for storm protection • • • Limits of Use Installation Instruction#.• •• • • • Approved for use in HVHZ:Yes FL1850 R10 II A.S.S.A. If�C•.•QRWG.15-079.pdf •• •• Approved for use outside HVHZ: Yes Verified By: American Test Lab o$South Florida Onc. • Impact Resistant: Yes Created by Independent Thlit*P%rty: Yes • •• •�:••• Design Pressure: N/A Evaluation Reports •••••• •••• ••'•• Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf FL1850 RIO AE A.S.S.A.IlK� ,E.R. D•W"it..35 079.D•Ib••• positive ASD load w/o window blade, 16-0"for 30 psf negative Created by Independent T.Nrgl"Vy: Yes • . ASD load for HV1 blade w/o window blade for conditions • • • • indicated on schedule#1,sheet 12. And 15'-5"for 30 psf ' • ;.•• • •••••j positive ASD load w/o window blade and 18'-0 for 30 psf • • • • • negative ASD load for HV2 blade w/o window blade. See ••• : ••• • :••• y sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only(HVHZ) -Drwg# 15-080 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R10 II A.S.S.A. INC. Drawing DRWG.15-080.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. span is 16'-0"and 14'-9" FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-080.1)df for 30 psf ASD negative load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 psf load for HV blade for Keystone mountings 7'-0"for+75, -75 psf for metals stud mountings and 8'-0"for 110 psf, for HVI and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: W ® e-- Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9p/g2fg/g2ftCOhpJQoelShOCDrfdBDPfc3tFpHgLNr4gNQIpQg%3d`/o3d 2/2 I L-1 ECO TILLIT TESTING & ENGINEERING COMPANY WALTER A_MUM,JR.,P.E. tilteco@aol.com FL PX- 1cNo.44167 CERTIFICATION OF INDEPENDENCE FLERUceeme�No.00 6719 (Rule#61G20-3) Evaluation Report#: 15-0414.01 .006.6 0000.. Date: April 14, 2015 • .. . 6666 6 0 0000.. 6660666666 Product Category: Hurricane Shutters •••••• • 0000 0000.. 0000.. 0000 0000. Product Subcategory: Accordions0 .. .. 0000 0000.. 0000.. 0 . . . 0 0000.. Product Name: Bertha H.V. Accordion Shutter System ***Go* . 0000.. H.V. Blade 1 and 2 and HV Window Btlde;A 66 ' Manufacturer Name: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in.any company manufacturing or distributing products for which the reports are being.issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Certificate A1,independence prepared by Walter A. Tillit, Jr., P.E. (Florida License No.4 ' F1'Igj� .. t of Tilteco, Inc(Florida EB-0006799). , ...... r. _ 6355 N.W. 36th Street, Suite 305, Miami,Florida 33166-Phone: (305) 871-1530 -Fax: (305) 871-1531 i 1 TTE I N\- TILLIT TESTING & ENGINEERING COMPANY � WALTER A.TILLIT,JR.,P.E. dlteco@aol.com FL P.E.Liccnse No,44167 CERTIFICATION OF INDEPENDENCE FLEB.License No.0006719 (Rule#61G20-3) Evaluation Report#: 15-0415.01 April 15, 2015 • Date: :0000. 0000.. .. 0000 • 0000.. 0000 0000.. Product Category: Hurricane Shutters ' 0000.. 0000.. 0000 . • • • Product Subcategory: Accordions •••••• •••• "•" 00 00 0000 0000.. 000000 0 • Product Name: Bertha H.V. Accordion Shutter Svsm (H.V. Biade;. ' """ #3 w/or w/o H.V.Window Blade#3) ..• 0000 • •• 00 Manufacturer Name: American Shutter Systems Association, Inc._ (A-S.S.A. INC.) 4268 Westroads Drive West Palm Beach, Florida 33407 Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Cerrt� 161rpendence prepared by Walter A- Tillit, Jr., P.E. (Florida License Ar Ott of Tilteco, Inc(Florida EB-0006719). No. E \w 1 6355 N.W. 36th Street;Suite 305,Nflami, Florida 33166 - Phone: (305) 871-1530 -Fax: (305) 871-1531 1 TI Ll ECO SNC_ TILLIT TESTING-& EPJGI11lEERING COMPANY WALTER A.TLLLIT,JR.,P.E. tilteco@aol.com FL P.H.License No.44167 FL E.B.License No_OW6719 CERTIFICATION OF INDEPENDENCE (Rule#61 G20-3) Evaluation Report#: 15-0415.02 Date: April 15, 2015 • Product'Category: Hurricane Shutters sees** �' •• •• ••• ...... .... ..... .. .. .... ...... Product Subcategory: Accordions • . . . . ...... Product Name: Bertha H.V.Accordion Shutter System ••o H.V. Blade#1 w/or w/o H.V. Window Blade Manufacturer Name: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Certom f ' ndence prepared by Walter A. Tillit, Jr., P.E. (Florida License Npk , rp��!'-flf Tilteco, Inc(Florida EB-0006719). .t No 44 11110R ;,�`� - ss�aNAL E I 6355 N.W. 36th'StFeet3Suife 305,Miami,Florida 33166- Phone: (305) 871-1530-Fax: (305) 871-1531 GENERAL NOTES: 1 BERTHA FLORIDA ACCORDION SHUTTER CODE ISYS ACCORDION ON THIS PRODUCT MAY BE ION DOD AT HIGH VELOCITY HAS BEENICAN VERIFIED FOR COMPLIANCE IN ACCORDANCE WTH THE 2014(5th EDITION) OF TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALfIY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. AREA 1• HV BLADES I & QA IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D,DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 WERE IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED.,AS TESTED.WE NOT OVO STRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NDI USED IN THEIR ANALYSIS. BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V,ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE.ABOVE MENTIONED CODE AS PER ATL TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 REPORTS: -HV BLADE(D 190214.01-03, #0715.01-03,#1004.01-05, #1214.01-05. #0317.02=06.#0609-01-10 AND 10210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS AREA 2- KV BLADE(1)AND HV WINDOW BLADE &/1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE 0#0505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-06 AS PER TAS 202 PROTOCOL. -WHERE ATTER EL5LF) - TYPICAL SHUTTER ELEVATION III NOTES ON LOCKS SHEET 5 2.FN BLADE(j)AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS (FN SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 14X2.75 AND # 14X1.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY CENTERMATE ALTERNATING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 FOR 8005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 6.BOLTS TO BE ASTM A-307 MVAN17ED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADED: 12,13,14,14A.15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE Q&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 EASTERN META.SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACTWITHTHE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3: HV WINDOW BLADE 1nA ONLY 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL SHEET 19 HV AND HO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION.AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE. _ -- AREA 4: HV WINDOW BLADE L I U ONLY 12,BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION INSTALLATION DETAILS, METAL SND WALLS SHEET 20 WHERE PERMIT IS APPLIED TO. 13, (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT OEVAAIE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. THIS DRAWING SHALL ONLY BE USED TO (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTSSHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D_ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. #"Orf...a.,.,�� t.. ..: : : .•. : : .•• D UILDING Hi h VelocityHurricane Zone • • •• • • • ®2015 EASTERN METAL SUPPLY, INC. • •• • • • ••• • J�EHSF . . ..: .' : : . BERTHA HV . N ANSA TMy 1 L E G O �.#C. Accordion Shutter System Kv. BIaDE#1 W/CR W/0 Hv. NANDOW BLADE •'y/^J TIWT TESTING & ENOINELR1t� COMPA}IY • Amerl�en $Pytter Systems REV.Ne DESCRIPTION DATE DRAWN BY: N.L •./ • • aeoc st one Inc. 1 OLD 11-193 /10/1 DATE: 04/10/15 ,(`. 6355 N.W.38th.SL,Ste.305,�A&DENS.RA� 6 DA•••�`ORT�P�-M' Phorro (305)871-t53Q lFox:�3D5)8=1-t�'3t • •12� Wei Roads Drive z DRAWING No mail:bl co•aal.c • • •Wl't blm Bach, FL 33407 3 -s4s�ONAV EB00006719 •• ••• ePji�De: (EKJ%A-22(=4•. Fax: (581)209-8380 4 15-080 WALTER R MIST Jr.P.E. s SHEET P.E.SFA�L/SIONATi)RE/DATE FLORIDA Uc.#44167 _ s 1 OF 20 ••• • • • • ••• • • • • • • • • • • • • 3y Ftp ,OAS ss N VARIES 1.916• 1,L91` 7B• o Maz. 1.00' n 4'. a4 �`Tir. 4.454' 4 c MT1 0 4 4.371' 4� 4.385" 1OHV SOLID BLADE OQUALIFIED EO UNIVERSAL FLOATER 1 375 �\ O5 HV 9Q`/EO STARTER 18 COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ FIV BLADE 1 ®- DIRECT MOUNT BLADE R USE W/ 1 * - QUALIFIED 60LIFIED FOR U E W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 .37 -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY A R Ir 6063-T6 ALLOY AND TEMPER 3.226' 1.500" 70" 2.670- 3.556• �) .994' 1.000` .870• 2.226` 072 c 842 0 4.897- o o e Y a .815• .092" T O7 HV ADJ. ADAPTER W/LIP `.43s .9 ' ,.375- p 75 0.072` ---- 0.07 .920 3.226` QUALIFIED FOR USE W/ HV ®HV WA4K-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 1Q QUALIFIED FOR USE W/ Hv 90 HV TRENCH TRACK 55' 3.750 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AAD TEMPER BLADE C1 ONLY. HV RAINGUARD BLADE(7 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UJAE W/ HV 6063-T6 ALLOY AND TEMPER VPRIE6 1.936' BLADE 1 I. 1.915- VARIES 1,936- 6063-T6 ALLOY A D TEMPER Max. = 1917'. 0 083' 083• as .oe3- .093• .125" 00' 060• a a .093` .093". .060• 670 }a .060' uta . 7,A .1� 6y. 670 1.686' 0 4' 670 3.529` a2 3.520` 70 74' 11 HV CEILING HEADER 1� HV HEADER/SILL 13 HD CEILING HEADER/SILL 3 Q LIfIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE II ON (� 6063-T6 ALLOY AND TE MPE QUALIFIED FOR USE W/ HV BLADE tO 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAUD(TY- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPE 6063-T6 A.LOY AND TEMPER BLADE 1D ONLY. ' �, 6063-T6 ALLOY AND TEMPER S I I (4 A / I ' -7 COMPONENT A 8 TI T2 X Y t lf MN XMRYMN t �7 1' 1- .OBY Q 2- 5-MAX. 1/8• 1/8- 2` 2` 0.125' 3` 3' 0.090" © 2' S-MAX. 0.192' 0.192" 1� SIDE ANGLES X QUALIFIED FOR USE W/ HV ALUMINUM ANGLES, ,9 2.5- 7-MAX. 0.190" 0.190' CORNER POSTS BLADE 1 QUALIFIED FOS USE W HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE(1�ONLY./ ® 2" 5"MAX. 0.739- 0.137` BLADE d 6063-T6 ALLOY AND TEµPEli • •• • •606{-T6 M-LOY AND•TiMPER �U4p�i""�� - • • • • • • • • • FLORIDA BUILDING Hi h Velocity Hurricane Zone 44,1 ��;`rV`EIII nF.T✓� �• •• •• ••: •t• :•: ••• ®2015 EASTERN METAL SUPPLY, INC. V �hlC A S S A BERTHA HV .� Accordion Shutter System IL ECO xc. ■ ■ ■ ■ N.V. RADE#i W/OR w/o KV VANDON BLADE 7 • Amerl%pn ;6%tter Systems RN.Na DESCRIPTION DATE DRAWN eY: M.L. �� 'vTTICCIT TESTING do EN(:NE COMP RY ST ' • • • 4k26 ciaFion, Inc. OD 11-793 /m!7 04E 04/10/15 n .. sass R.w.ast6.SL.sta.xis,vl s. '� • Phone:(305)871-1536 Fax: 5)8jj 7 i • • • X26 Wes Roads Drive z DRAWINGNo m9E8- t9`�`y ••• ��e: (SO yi 22Q& . Fw: (6209-8380 L 15-080 '- 9/ONAL Et WALTER Jr.AE P.E.'SFRL/SIGNATURE/DATE FLORIDA Oa II--767 s SHEET 6 2 OF 20 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 4.660 .929" 1/4'-20,1 t/4'-24BR� 4.576" .745" 93" 0.334• n7`T NFJa NAMEL /•_�.745" 5.5.11.5. TED lryflptpm DIE CAST 2TYPJED PAINTEDRESS TURN Moe. .062' n 975' . __ _ _ 7.325' 3 KEYS(CNRDME (CHROME PLATED) t HV CENTERMATE 6s. ,p, asa 1-32s `' W Y HV LOCK HV EGRESS LOCK QUA IED FOR USE W/ HV BLADE ji ONLY TING CENTEI o5 3.023' .a75, QUALIFIED FOR USE W/ V QUALIFIED FOR USE W/ HV 6063-Tfi ALL QU ED FOR USE W/ HV BLADE 7)& ONLY �/��,, e-' BLADE 01 & ®ON BLADE 1Q& ® ONLY. 6063-T6 ALLOY AND TEMPER IL,]I V CORNER O,ALIFIED FOR USE W/ HV BLADEUI ONLY 2sa'o.D. 18' 6063-T6 ALLOY AND TEMPER PLASTIC MEAD MOLDED TO 1.756" .922" 4.045" 2 SCREW 2.079• 1.753' o �R360"AFTER RNETING Oe 'on " .925' BEFORE RIVETING M S S THUMBS R1-20 x EW 1/4"0-20 RIVNUT* SHEET TW APART 1 (2024-T3 ALLOY)TARGE FIANCE THIN � O m SHEET NUfSERf,PARE 10620,AS MANUFACTURED BY AVDQ I 275fY' .8 2" PIAN `� FRONT ELEVATION CHERRY TEXTORN,P/Rsff'PENY.NEW JERSEY 07054 OR EIXHL © " C 4..s6y HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE w/ HV BLADE 1 ONLY ® HV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE IOONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1>ONLY W/HV BLADE Q ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER- 6063-T6 ALLOY AND TEMPER 5' 1917. 1.917' 3.161 0 00 3' L.545-- THUMBCYLINDER OR KEYCYLINDER 063 .214' .214' 0.875•Min.ax..125"M0 .4O m n 0 .`+ E W/ NO HD .RM HD CENTERMATE W1 LOCKING ROD 6 Id 16 CENTERMAT PCKING QUALIFIED FOR USE W/ HV BLADEL & 1 ®QUAL)ED FOR USE W/ HV BLADE 1 & 7 o .s0a' 6063-T6 ALLOY AND TEMPER S INSERT 6063-T6 ALLOY AND TEMPER � HD QUALIFIED WAN// HV LE1 & n o VARIES,12"MIN. 1.7 6063-TT6 ALLOY NO TEMP _ THUMMRN 1/4'I-20 S.S.OR 3/8Y-16 t1/2" CYLINDER S�LACETAL THU165CREW5. 00 OR KEY (SEE DErNtS) — 1.57 Min. CYUNDER 1.78•Max. ® LOCKING RODS a 375'6 /4 m ® HD OC QUALIFIED FOR USE W/ HV BLADE 1Q © HV 3/8"4)-16 ACETAL HV 1/4" $-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& GA 0INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE QUALIFIED FOR USE W/ HV BLADEQ) DTMILLED AT TRACKS FOR PROPER EMBEDMENT • • • •• A �N Hi h Velocity Hurricane Zone jllfaEg ®2015 EASTERN METAL SUPPLY,INC. ��444. ............... = : : :': •'. BERTHA HVTM % •'• •• S A Accordion Shutter System F�. E C b INC. ■ ■ ■ ■ KV. MADE,f1 W/OR W/O TLV. WINDOW BLADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN TX: M.L •9 TILLIT TESTING & ENGINEERING COMPANY }� &SSS N.W.J6N.St,St..J05,NRe11N•011 5,FIARID4'37 • Asisocid Qr) Inc. I OLD 11-19J /IO/1 DATE D4/10/15 'A •' STA_ ,.} Phone:(305)871-1530.Lax:(.DS)871-1St • • • T168•West�ieoDds Drive 2 DRAWING No % (��` c-moil:Ult—wol."re • • • West Pc�(n Bey h, FL 33407 J _ F •..ORIDP.• ��,: EB-OO&I9 • • • • PnEne: 40432.2204•.•Fax: (561)209-8380 4 15-080 _�ss�^-•""' ��(.\ WALTER ai1SR Jr.P.`• • • • • P ",W�/yb�i✓,�L�M-iD�TE FLORIDA L Fo#6441679 • ••• • s SHEET • • • • • •• •• • • • •• 000 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 3/8 4 12.70(BLADE TOP CE . 25' O HV BLADE 1 4 E 1A .1875' =- D .25 625 HV BLADE 1A ® I HV WINDOW BLADE .0625' sF rw x_x BLADE'S 1875• Y HV LONG RECESSED NYLON BUSHING IJ(D Y n KNUCKLE OPENIN .Ofi25 00625'HV SHORT RECESSED NYLON BUSHINGFLAT PORTIONR1� 3750' HV NYLON HAT WASHER y w I B IFRxIR ® HV WHEEL CARRIAGE AISI 302-303 SERIES I4 ¢ I i ��ez.750' X 0.870"x3/16' THICK NYLON WHEEL 3 I 2 7/8•MIN. FIV WINDOW 0.188• AIS( 302 SERIES S.S. RIVETS 315'0 CLEAR 93' 37500. SEPARATION iBETWEEN .0625' ,0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR L o OPENINGS }5 3 4" `F^ 7j� ON C NT/ERS wu r-v 75�. ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * �1 -475"�0 !•� It 21/4'CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ; � I BETWEEN TYPICAL HV WINDOW BLADE J& AND 1Tfips 3 POLYCARBONATE HV WINDOW DETAIL ® (DOR ® ® or �3 i i N.T.S. 3 (SEE NOTE FOR I I REQUIREMENTS) (DOR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * IC Y io euDE ME INNOVATVE PLASTIC LEXAN 103 RESIN uy PIN pEouiREmENTs AT EXTERIOR BLADE KNUCKLE FORi (SEE NOTE "F" ON SHEET 19). w in Hy ©OR ® (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR I 1 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR ' I POLYCARBONATE SOURCES FOR HV BLADE. EXTERIOR ® TYPICAL SHUTTER ASSEMBLY T P AL PROPEMIM fY N.T.S. -'HV PIN©OR©4 AT - RtFFROfee (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EKTER'OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00.324' BLADE'S KNUCKLE. wv" Am m92 aou ll,/1W m D.w3 Ibin BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 (SEE NOTE FOR µ Os II- 0 REQUIREMENTS) TDISAE clan srRD1c1N AtT1f Ix3e 9,sDD P..L e.soo FUDdIRAL SiRFHD1N AT Y91D ASN om 12,SOU P.al. 13,100 Vzi (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 5 I j FlDNRN.uoaR.us ASN m90 340.000 P>L 305,000 Pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e> 9 1 OO ! va�n�clwcv:rvlsncs, AM M. 1e Fr-mom 12 SHEET yr-m/n WHEEL CARRIAGE DETAIL Sf10KE DENSRT Am DLT 172 x 6"z MAx N.T.S. ASSEMBLY LAYOUT RATE y eDR M ASM D=- c-1 a F1 QASS N.T.S. SELF IllR ASPM D1929 1010 T 9.7 Am.66 TENSILE SIRENOIH*TU NFA ASPM 938 9302 11L 8010 Pal n HV BLADE SOLID & HV WINDOW BLADE DETAILS EN=q �—"E""°a a 'SIM m M81 P`L a P" N.T.S. ��u��A�A��.� • • • • •• FLORIDA BUILDING CODE(High Velocity Hurricane Zone 9III N, ••. �`�� • ••• • • • • •• ©2015 EASTERN METAL SUPPLY, INC. ,� � : : : :•• BERTHA HVTM • IL co iNc. •• ■�■S■A■ Accordion Shutter System HK BLADE f1 W/OR W/0 H.V.WINDOW BLADE �cs ' American Shutter Systems REV.Nc MCWPTION DATE DRAWN Br: M.L. TICCIT TTING k ENGINEERING COMPANY ATF OF r ES • ASspcfbj8n, Inc. 1 OLD 11-193 /10/1 DATE 04/10/13 =0••• �. S N.W.36th.SL,Ste.303,V"M*A"S,FLORRA�f • • _ Phone:(305)871-1530.•ox:(!D5)871-15.wi. • • 88•West�oads Drive z DRAWING No s••••..... e-l:tiltecof•DaI.—: • • • e Pgrn Bmch, FL 33407 3 EB- 719 p one: (800)032.22040*Fax: (561)209-8380 4 15-080 WALTER A,1LN Jr.P;• • • * • • P.E.SFALJSION4TURf•/L1dTE FLORIN yF•AII J'I 7• • ••• 6 SHEEP - 6 4 OF 20 • • • • • • • • • • • •• •• • • • •• •• ®*®a *NOTES ON HV LOCKS AND CENTERMATES: 4 1. MANDATORY CONWK)N {7: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR EI 2 OF SHUTTER SPAN FOR SPANS UP TO 105'.AND FOR INSFA TIONS AT ANY ELEVATION. HV LOCK or�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FIAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. sr INNS TWO W LOCKS OR OR ONE HV LOCK OR W/TWO Oa®a LOCKING RODS AT TOP & BOTTOM SHALL BE SED F R ANY SPAN AND IN ALLATO AT ANY ELEVATION. HV LOCK® OR ®SHALL BE ATTACHED TO OR©CENTERMATES W/ SAME SPECIFICATIONS AS PER 16 a, MANDATORY CONDITION 11. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL. BE AS INDICATED ON TYPICAL -� ,,,,c_ SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. De_ Ave 3. • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO W LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES II 661 (R OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. 4 aR 6 0 aR 4 °"® LOCA ON OF LOCKS SHALL BE AS ON, ON TYPICAL SHUTTER ELEVATION. vyg� 4. 92 DAUD ONLY WHEN M6NDAPDRY CONDMON #11 OR UMM MAN USED W/TWO H.V. IOCK51: LOCKING RODS ARE NOT REQUIRED AT URRIGWE POSITION, BUT MAY ash BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS(5 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NDN HURRICANE POSITION). Hoc-xvc !Z 5. MANDATORY CONDRION/2: ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, IT- 11 � 9 2q ATTACHED.TO CORNER CENTERMATE W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS Off^ E AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.- 12 S MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ANIIATDRYa 4/SYMMETRICI N h Vw r�s 6 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND ( C&mac IN T10NS AT ANI' ELEVATION.AL RNATE LOCK® MAY BE USED AS AN ASIDE OR OUTSIDE LOCK.ATTACHMENT \ ® OF 1/4'0-20x3/4'S.S. THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. 7, ueuunATORY OONDfION l3 FOR KEYSTONE MOUNr11Mr•lISTALe7pN3: ONE HV LOCK®or®or®SHALL BE SEE END USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OF BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP CONNECTION - TO 98*,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR DETAILS ON 8 r - E N 1 J K SHEETS 10& OUTSIDE LOCK, ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4*-20 x 1/2* LONG FLAT HEAD S.S. 18 TYF. FULL 11 M.S. ®TOP OF LOCK AND BOTTOM SHALL$ BE S INDICATED O N TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ OF CORNER 1i11f�D CENTERMATE * LOCKS 1 D*O ©*O ©*© ONE ALTERNATE HV 7* LOCK Og MAY BE INSTALLED IN LIEU OF HV LOCKS ®OR FOR ANY SPAN AND ALIA m ort art I ST "ON AT ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OR AIDE LOCK.ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HUG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2*LONG S.S.THREADED BOLT W/7/8*0 x 3/32' WINGNUT OR W/ 1/4'0-20x1' S.S.M.& INTO A 1/4*Ox 5/8' RIVIN LOCK MAY BE INSTALLED AT MIDSPAN OR 12* RFI OW MIDSPAN I BOTOM Iq MANDATORY *NOTES ON HD LOCKS & CENTERMATES: 1. : ONE ALTERNATE HD LOCK�MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO 0 IS W/3#8 x 3/8*F.H.S.S.M.S., AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB_HYB AND DC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL )DIT k TI • • • FLOR11 E(High Veiocity Hurricane one C''p �) • • ©2015 EASTERN METAL SUPPLY, INC. �} •• • "• •• BERTHA HVTM * FT11 E Cb �N�. •• ■S■/i■ Accordion Shutter System H V. MADE#1 W/OR W/O KV. WINDOW MADE Dp r American Shutter Systems REV:N. DESCRIPTION DATE DRAWN 8T: M.L TIWT TESTING & ENGINEERING COMPANY • i�0.• F� 10�o t�, 09.•1j • • 3spclbDan. Inc. 1 OLD 11-193 4/10/1 DATE oyto/Is 6335 N.W.381h.St,St..JOS,VIR•NIA l�5,FIO1 3.f Phone:(305)871-1530.•ox:(%5)871—i • • DrivezDRAWING No mail:teteeo•aol.coiR Ne168*WesteR.od.Pam Bich, FL 33407 3 ON��. ''• EB-00*719 • • • • shone: (800}{32.2204•}Fax: (561)209-8380 , 15-080 r.•• WALTER A.IFLR Jr.P•• • • • • P.E.SEAL/SIGNATURE/DATE FLORIDA 1&0##4416r • 000 5 SHEET 6 s of 20 Or 0 • • • :•. ' •00 31 gigs �c � ►d , 13 Jay ILd ps POURED CONCRETE POURED POURED R RETE BLOCK CONCRETE REQUIRED 1/4'0-20x3/4'S.S. CONCRETE REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUIRED (SEE SCHEDULE ON CONCRETE ANCHORS SHEET'13) (SEE SCHEDULES IN 4A) NUTS/®-12a O.C. (SEE SCHEDULE ON SHEET 13) 1- 1. ---- 12 OR14 O LED 1/4"0-20x3/4"S.S. Min. DR 18 E MACHINE SCREWS Q EQ USINE G 1/4'-20 NUTS 1 2" ___ _ ® 12'O.C. t/ /2" E.D.- 1 -250'Mox. _- — 13 OR O OR 0 - D* I' II I)I .250' L .250-Max. E. 1 i .D.• � OPTIONAL i I i i'� �OPTIONAL ' ' O LASSSEPA(SEEATION MIN. SEPARATION TO CLASS(SEE SCNfDULE ' µ1 TO SCHEDULE 11 FOR EVADE 1 I 1 LASS OR ®� i (SEE SCHEDULE ON 1 EXISTING SYE2T 1B FOR ' MIN. SEPARATION �" ' EXISTING SHEET 11) GLASS—i —T&( i TO GLASS I �� TO SCHEDULE ON— EX=G," STING SHEET 11) cu s ©HV WALL HEADER INSTALLATION OA HV WALL HEADER INSTALLATIO © HV WALL HEADER INSTALLATION EXISTING EXISTING CLASS— ' MIN.SEPARATION cv<,o� Mro ( i' 1 OR 1�• 1 EXISTING ro GLASS . �J SCHEDULE ON ShEEf i I; GLASS (SEE SCHEDULE ON f 11 FOR BLADE nNJO i MIN.SEPARATION SHEET 11) I ON 119'FYOR x TO GLASS BLADES S0& s I (SEE SCHEDULE ON D OPTIONAL SHEET 11) _ i 1/4. 11, E � � 13 r. Maz. 1 i OPTIONAL 'i 1/4" Mox. oR 15 E.D! i l i i i i 1 I /2" L _ _ DA _ - - �9 EQ EQ OR I$ -- t' 1/4"0-20x3/4'S.S. Min. E EO PHILl1P5 TRUSS HEAD 1/4'0-20x3/4'S.S.PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS t 8 1" 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULES ON W/ 1/4'-20 NUTS• 12"D.C. (SEE SCHEDULES ON Min, POURED CONCRETE SHEETS 13& 14A) POURED CONCRETE SH-EET5-1-3-dc_ OR CONCRETE BLOCK OR CONCRETE BLO CONCRETE ANCHORS REQUIRED WALL REQUIRED OHY WALL SILL TA T (SEE SCHEDULES ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 13& 14A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION ll SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER 1` E. E =EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) • SEE LIM ATIONS Of USE FOR �J`, 2-MOUNTING SECTIONS CAN BE COMBINED BLADE to ON SHEET 19 T H BLADE E IN ANY WAY TO SUR ANY INSTALLATION. ON..i i.- � • ••• • • G C High VelocityHu rricane Zone • ®2015 EASTERN METAL SUPPLY, INC..... . ' ' *•• BERTHA HV IIIIII Accordion Shutter System3 '/ y� SALE`� N A g N.V. BADE#1 W/OR W/0 KV.WINDOW BLADE ger Systems REV.No DESCRIPTION DATE DRAWN BY.. W.L.TIIT American h 7 icl GSan, Inc. 1 OLD 11-1e3 /10/1 DATE- 04/10/15 F OQ•' e 5 N.W.ism.sL,s a xs,WReMM ReAEd4s. 33 f Phone (305)B7I-1530 bx (�OS)871-15 • • ' V68•West4RoadS Drive 2 A� a-mail:UTtaco/boLwdl • 4We*Pdm BAch, FL 33407 3 DRAWING No F`SSIONAt�,,r E3-0006719 • Oh0n0: (800)432.2204•*Fax: (561)209-8380 4 1,5-080 WALTER A.WUJT Jr.P.!• ••• • • P.E.ISE!'L/SIGNATURE/DATE FLORIDA isah4a1a7• • e SHEET s 6 OF 20 • • • • • • • • • • • •• •• • • • •• •• , POURED CONCRETE ANCHORS �4 giyRg1011 1 OR ®• CONCRETE (SEE SCHEDULE ON SHEET 13) 9]ED AE ON�,�'ET s�Er vK stPAlatlw m REQUIRED EDGE of t1 EL1R d/OEltY1O � � ro IA,a 1 i ' Sieg IF I a 51EFT 1a iNbR2 � i (sr:1:saEalac i , i YN.SEPARATgN � 1 D. APPLICABLE EXISTING HADES 1OG�) SREET tl) ro 0As \ EXISTING. I j"'(BEE SGTMDULE a ctASS I I I I, GLASS--� ALTERNATE I I l �tOx3/4"HE% ✓ - ANCHOR WASHER HEAD i ii I 5 I LOCATK)N III i i TEK SCREWS O 1 OR 1 OR 1$ a th 3/8 MIN. L�*di 12"Q.C. 1 1 1 I D(ISTING I I { 3/8 MI. CONCRETE ANCHORS GIASSj (SEE SCHEDULE ON 8 SHEET 13) I EDGE OF ISDNG I I I ; III EDGE OF APPLICABLE GLASS---i EDGE OF— SUB IF SLAB IF X1/2 1 EDGE OF APPLICABB LE IW�� APPLICIBLE Q. O. STAR IF -1I TO GLASS(3Y APPLICABL.E 11 FOR 1 OR ® CONCRETEPOURED RD CONCRETE —E_ D. o. POURED R.a 19® REQUIRED E. D. D.*--+ REQUIRED POURED FLAT HEAD CONCRETE ANCHORS FLIT HEAD CONCRETE ANCHORS CONCRETE (Sa SCHEDULE ON SHEET 14) (SEE SCHEDULE ON SHEET 14) REQUIRED © HV CEILING NSTALLATION (D HV FLOOR INSTALLATION t (I HV WALK—OVER INSTALLATION. 11 TRENCH INSTALLATION ---�� VALID ONLY FOR UP TO +70. -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE /4, SHEET it I CONCRETE ANCHORS roT� 1 (SEE SCHEDULES ON I—(SF£sc mxe a� EXISRNC iii SHEETS 14& 14A) MIN. SEPARATION EXISTING sIA_r 11) GIA55 TO GLASS E%ISTING uIR scPwuttoN GLASS 0 (SEE SCHEDULE ON I I v GLASS—O MIN. SEPARATION SHEET 11) i TO GLASS I 1/4"0 W BUILOEX TAPODN w/ ow T it) I ~(SEE SCHEDULE O I f AavaNlsD TFrtE/OEaRM OO - r 1 I I I I 1/4" i SHEET I7) I TECHNOLOCf OR 1/4.0 POWERS r1/4' rMAX. rrrfififi «rhhh FASIEIffRS TPPF'ER+ANCFiQS W/ MAX. l i 1 3/4"MN.ELBOMIENT O 8' $ OR 1$ I I /1023/$HFX O.C.FOR W TO 6'-0'SPAN AND 1 t I I I I WASHER HEAD 4.O.C.FOR SPANS LARGER T LI LI I I MIN. I'I TEK SCREWS C-0"UP TO 8'-0•MAN.APPLY 7 60 1 e" tt ON_ *014x3/4" HEX HEAD O 12"O.C. I - SFAIANT AT eARY FASTENER HEAD 7EIC SCREWS O 9"O.C. _ ___ 1 8' 8 I I i (TYP.)(SEE NOTE FORNR PA ara11 3 8 7/2" OR 1/4"0-20 S.S. M.S. I CONCRETE ANCHORS 1 _ _ 6 +O 3/e o1 9x3/04"CS.D.S. i i 1/4 i i SFACM.VNT I ) . SEE SCHEDULE ON W/NUT O 9"O.C. ( -- - Max. .. I SHEET 14) 7 ' -- R�$------ 17 ac 18 1/2• 1/ 4'SS MS usu+c 1/4•a-20 NUTS I. �; O 12'O.G Ili 114x3/4•F.H. S.D.S. e 1 /8" 1 7/e" CONCRETE ANCHORS SEE NOTE 13(b) O 9"O.C. ,!•.`�; E]fISI1Nc NON StRUCTURAL 11 E.D POURED CONCRETE (SEE SCHEDULES ON ON SHEET f .-2.00" MIN. WALL TRIM(DECORATIVE ,p OR CONCRETE BLOCK SHEETS 13& 14A) SEE NOTE 13(b) •.1::^ E:D, `.y, SILL) POURED CONCRETE ON SHEET 1 REQUIRED .MIN•. OPTIONAL POURED EDGE OF O HV WALL FLOOR INSTALLATION OR CONCRETE BLOCK —POURED puwE CONCRETE CONCRETE SLAB IF .~ :'• -' REQUIRED APPLICABLE © HV WALL WALK—OVER INSTALLATION ` -' ' - ` 7 �J HV RAINGUARD INSTALLATION t MO KEYSTONE MOUNTING INSTALLATION NOTE, MAXIMUM ASD.DESIGN PRESSURE:+64,—/2 Paf NOTE FOR COMBMWTION OF SECTIONS: MAXIMUM STAITTER SPAN e•-0' * E.D. =EWE DISTANCE THIS REMOVINSTAABLE WHEN SHALL BE 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SFE SPECIFICATIONS ON SHEET 13) ADJACENT 0 PN OPERABLE aU • SEE UMJ�TATK)NS OF USE FOR INSTALLATION DETAILS W f T HV B LA D E ASSEMBLY gIADE ILIA ON SHEET 19 2-MOUMIN0 SECTIONS CAN BE COMBINED OR ENTRANCE •� IN ANY WAY TO SUR ANY INSTALLATION. ..Iffjw �A.. • • • •• FLORIDA BUILDINGHi h VelocityHurricane LOnB R : ••• • • • • • 0 2015 EASTERN METAL SUPPLY,INC. G�VISE 0 •• BERTHA HVTM -Q 2IL =107'N' • �■t■S■A. Accordion Shutter System KV. 9LADE#1 W/OR W/0 RV.WINOON BLADE American Shutter Systems REV.NO DESCRIPTION DATE DRAWN EY: M.L �'( t� •� TILLIT TESTING & ENGINEERING COMPANY *•:� '`�� `/•` 8355 N.W.38th.St,SL.305,VIPVMA#WWS,FLORIDA 031, • Aasoclt:i8n, Inc. 1 OLD i1-193 4/10/1 DATE: 04/10/15 • Q • • • #265P West Roads Drive 2 Phone:(305)871-1530.tax:(*05)871-159, • DRAWING No = n �(, a-mail:tilteco ad.co• • • • We P�r BW.h, FL 33407 3 �0�...""...•�s� EB-0019 • • • • Phbne: (B00J432r2204•Fax: (551)209-8380 4 15-080 esSIo WALTER A T Jr.Pj.• • • • P.Er'S7A6f£ MATOhE/DATE FLORIDA:c 44167• • ••• • • s SHEET R 7 OF 20 • SEE END WALL ON DI EIS 10 & 18 SEE NOTES ON LOCKING RODS 3®,HVLOCKS©a 0 O U T sa I N r EXISTING Gvss INSTALLATIONS W/� HV **MAAND SLACK D HV LOCK IS ON SHEEP 5. !r/ 61/�DE SUCK DETAIL 11VF IS VNJD FOR ALL BLADE W HV CENTERMATES CENTERMATES APPUCATION WITH BLAOE01 ©+OO OR SEE END WALL CONNECTION 1 Q+ m©+�efl EXISTING CLASS DETAILS ON SHE oo 0+0+©-0+0+®- 1 © ® ®z•xz•:,/8•xD•-z• 8 8 m 9+ a+1 + g oA 9 3 1/4• _ 7• 6 t/2' 7" (6063-T6 ALLOY)PLUM. I OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4•0 TAPCON I 1/2• ©+® ANCHORS TD CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)& #10x3/4•S.M.S. O ,2- (4)#10x1/2•S.M.S.TO TUBE I O.C. Fuu.LENGH' W/ HV LOCK c or 5 W/ HV LOCK o l(y TO cIASs (SEE SCHEDULE ON AT EACH ANGLE(T1P) Z * 3 SHEET „) 5 ® 5 1 so* 2- I L ©a6®�©'O� q® to•®� 0 " ® HVB OUT ® a� * HVC HVA ©°fl®°R©+ ,O�®�10 ® EXISTING GLASS POURED CONCRETE OR — �COONUR O BLOCK WALL +�� __ ----__— T �_--- - ExlsnNc SYMMETRICAL * 1 �J'�'©°R�'�+®°" MIN. SEPARATION CLAS® +�SaOg �EXISTIN rj CENTERMATES ©+©e aR©+®�®+�� __ _J GLASS * (SEE TO SCHEDULE ON m W/ HV LOCK oPnoNai 8 g+ 1 + 5 g SHEET tz) MIN. ——— ©+®® Q * (INTERIOR) O+® O © ® ® O SEPARATION TO GLASS --0— (SEE SCHEDULE INTERIOR) ON SHEET 71) IN ( _ - — —_—_—___—_ - OUT __ 1 CONCRETE VARI S ANaNORs -�--'--- --- - a * 3 VARIES * a © * - (D OUT 6 i/2• MAX. SLACK OUT (EXTERIOR1 H V E H V F** HVD �NNLLL,Q�ttP'�1TL�(��t •• FLORIDA BUILDING (Hi h Velocity Hurricone Zone `��A,�P.'JAJ�""F•••••• • ••• • • • • • ®2015 EASTERN METAL SUPPLY,INC. 44167 • : : 0 0• •• BERTHA HVTM -` No. * /TiLT77 �N�. ■ ■S■A■ Accordion Shutter System H v. MADE w/OR w/o H v. WINDOW RAX TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV_No DESCRIPOON DATE DRAWN BY. M.L. ='� ••f�QR\�;•'1e . AfSOCihfiEn, Inc. , OLD„-,93 /,o/, DATE: 04/10/15 =��F •••......... (•7 6355 N.W.Sem.SL,Sb.305.WPp""Go S.FLORDA•st • Phone (305)871-1530.iox (•05)87,-,s/l • • • *26✓�West•Roads Drive z DRAWING No IONA� a-ma0:Wteco d.co• •We P�m Belch, FL 33407 3 ~^•'r.�^,•, EB�0p6779 • • • PAne: t VOeCJ31220d••F..: (561)209-8380 4 15-080 WALTER A R11R Jr.Pt. • • • P.E.SEAL/SIGNATURE/DATE FLORIDA:.•444167•• • ••• • • 5 SHEET 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK 0 HV MALE/FEMALE "T" LQQKS CENTERMA ES 8 LOCKE S W1 1 HV BLADE SFF END CONNECTION DETAILS ON SHEETS 1O A 18 INSTALLATION n HV BLADE OUT IN '?',°CSTING GLASSeADEm9Ax DE NL HVF,INMCATED DN 9HEE W/ HD CENTERMATES ?�i_ice As N'CA As uTIVERS"ON THIS SHEET,MAY USE®IWITH THIS Hoo-Hw. SEE END WALL CONNECTION ®a©',4O,4••��a,__�/tl1�'®� �NSRunnON DETAIL Hvc HOWN�iN TN6 SHEET. xrFxNA DETAILS ON SHEETS 10 R 18 (6081-T6 ANQE W/(2)t/4•�TxPCON �8• I ^+�Y® ) ANCHORS TO OGNO M (OPTIONN.) 4 (OPTIONAL) { (TOP/6DRDM)G L__—__ ------------------ _--__--_--4—_-- —_—_ --____----- (4H10e1/2•SMS.TOlU9E i Hoa/4•S.Y.5.012• ---- D.C.F1u LE�jR, IN 4 H.V. AT FACN ANGLE.(RP) „ 30 HV "T" I N (PuaSNCIYP.) 4 s r a v2. H. (1YP.) �5 5 3 LOCK (INSIDE) 1 1 — ---------- - -- rt — — — rt — --- 11 ® 5 -&-y 2 2 1 1 1 O OUT 31 OR 2 3 31 oa©2 31 Oa 2 35 31 oR®2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (OPIONA) *SEE NOTE 6 FOR HV LOCK® W/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL)�{DB-HVB OUT HDC—HVC r LocH,ON SHEET s. * SYMMETRICAL HD CENTERMATES (OHV "T" LOCK (OUTSIDE) SYMMETRICAL HD (ENTE IOR) W/ SfZ! LOCK (INTERIOR) H�* W/ (SA" LOCK (EXTERIOR) t'SERMS 9444 ALUMINUM �A (2024-T3 A11O11 LARGE FLANGE THIN SHEET M1r5ERF.PART 10820. 10 AS MANUFACTVRED BY AYDOL CHERRY TSITORN,PARSIPPENI.NEW JERSEY 07054 OR EQUAL 3 Q '�sos Nuts oN 1nclmD Roos®a xD®Lacxs aN sxEr s 1. **lR6.O6ALx-N...Eo OETA0.HOD-IhD 6 VAUp FOR A GEMER-MPUY ToHs—OIAOE 1D HDD-HVD•' FLOATING STACK ELQRIE(High Velocity Hurricane Zone \\\\ •``(�EN Es�.••d� ; • ••• • • • • • Cl 2015 EAsrERN METAL SUPPLY, INC. •• ; ; : :': •• BERTHA HVTM IL EC �N�. •• ■ ■S■A■ Accordion Shutter System * H.V. MAX f1 W/OR W/0 H.V. WNDOW RACE OFAmerican Shutter Systems REV.N° DESCRIPTION DATE DRAWN BY: ILL.Q TILLIT TESTING & ENGINEERING COMPANY • (►3VcfbV8n, Inc. 1 OLD 11-193 /10/1 DATE: 04/10/15 Q••,• .0 ORID,. X55 N.W.36th.St.,St<.305,NRINNU EA,•b,�+�43,FlA t 6 West•Rocds Drive 2 Phone (305!71-1530.♦•ax t�VS)R71-1 • • �• DRAWING No LS ONAI E o-ma6°b'+°°°•°°-A • •Wei Pam Bach, FL 33407 ; EB-00•G719 • • • • et,one: (800�732.220a•�FOx: (561)209-8380 4 15-080 WALTER A JILN Jr.P.•.• ••• 000 • • P.E_SEAL/SIGNATURE/DATE FLORIDA W.•J&44161 5 SHEET 6 9 OF 20 • • • • • • • • • • • •• •• • • • •• •• POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETEBLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS D(ISTING GLASS / - 2"MIN EXISTING GLASS CONCRETE 16'D.C. -EXISTING GLASS � J LZ O 16.O. � ___f MN.SEPARATION -!' -� 1" -{- 2'MIN. TO GLASS MIN.SEPARATION ) SCHEDULE ON(SEE SHEET MIN.SEPARATION AEN.SEPARATION EQ EQ TO GLASS(SEE 11 FOR BLADE(D 40 TO GLASS(SEE SCO LES(SEE SBEET ON SHEET 19 FOR SCHEDULE ON SHEET 1 BLASCHEDULE DE SHEET 1/16"x3•MAX. gADE.S�h® 11 FOR BADEmAND 11 FOR BLADE�MD ON SHEET 19 FOR (6063-T6)CONT. ON SFf£f 19 FOR 1/2. ON SFffET 79 FOR (LOCATE AT BLADES Q& ALUM-CLOSER / \ l�Al>6 ® -� BLADES©& ENHER SIDE PLATE, (LOCATE 1/2 \ ' AT EITHER SIDE NIN OF O) 1/2'MIN. OF 4O) I *USE 1"OR 2"MAX. $10x1/2'S.M.S. I - _---- (AS APPUCABLE)x2'xl/8'XO'-2' _—_-- 810x1/2'S.M.S. 9 16'O.C. %OR (W ALUMINUM CUP ANGLE(6063-T8 ALLOY)AT NIDHEOHT® 16.O.C. \ 4 (1) 810x1/2'SM.S. TO®d&4 (2)1/4'0 TAP( ANCHORS TOSEE DETAIL X FO ®� WALL AT t"O.C. (LCATE ATSIDE CONNECTION 1 OR EITHER SIDE OF Q) ) ORI OR ®� SEE DETAIL X FOR TO TRACKS SEE DETAIL.X FO 4 SIDE CONNECTION ®"`®'©`O"'® 0` SIDE CONNECTION6•Q7 8w . TO TRACKS 8« D.®« 1�•®«®'®«©`®« TO TRACKS 1�•®w©•®w©.©w END CONNECTION DETAIL END CONNECTION D TAIL( END CONNECTION DETAIL20 END CONNECTION DETAIL 03 i REQUIRED ONLY FOR SPANS.GREATER THAN 12'-0' POURED CONCRETE OR EXISTING *.R CONCRETE BLOCK WALL EXISTING GLASS REQUIRED GLASS 4 MIN.SEPNN110N 81 1/2'S.M. tAJ.SIPPRATIONTO GLASS(SEE ® 16' .C. �TOGLASS(�IEON SFEEf OR®OROOR 11�FOR EILADE C NNC ETE 1/2' MIN. 11 FOR BLADEOMD O_________ON SHEET 19 FOR ANCHOR® �©19� OR)3 OROR 5 ORBLADES�h® 12'O.C.ANCHOR -_ 1Q5 16" 1/2'MIN.O.0 _1 2"_MIN _ _—_EQ R®ORD Z'MIN, 2'MIN. ♦ SEE UM TATIONS OF USE FOR BLADE 1�A ON SHEET 28 (9 OR�3 OR(9OR� VIEW Y L-I5 d OR 4' PLAN ORq)OR ®. DETAIL X POURED CONCRETE OR ®«©`Ow0 ,D-®« END INSTALLATION CONCRETE BLOCK WALL 10�®«®'®«®'®w ©•7 e•7 REQUIRED (1�HV BLADE OR---9 HV WINDOW BLADE INTO ® ®«© ®w0 ®w CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 ©•®«®`®w�.®wOO«©��ii -410 NECTION DETAIL© «'©'® •• FLORIQAH. h Velocity Hurricane Zone /`� •so ••• • • • • 0 2015 EASTERN METAL SUPPLY, INC. UC •FN •. = 0 • • ... BERTHA HVTM . 0 ' SSA L E F.'O INC. Accordion Shutter System >� H.V. RADE#1 W/OR W/o Kv.WN OW MADE TICCIT TESTING 8 ENGINEERING COMPANY American Shutter Systems REY.N. DESCRIPTION DATE DRAWN BY: M.L. T'•F ��f 6TI N.W.SEM. IN Ee.305, Nk s,FlMPA•31 • AfsOc�IenA Inc. 1 GILD 11-193 /70/1 DATE 04/10/15 fQ••.�An._. %Lr •268►Wesl•ROads Drive 2 Phone (30.5)871-1530. ax: 05)871-15.1 • • • DRAWING No ={r�•..'•1l '`F�' •G rmail:elteeo ad.rn� • • • Welt Prim Brach, FL 33407 .......... .... 3 �n ...0 •'1 WALTER A TQTr19 ��.. • • • P1bne: 1800:43t-220t•Fax: (561)209-8380 4 15-080 P.E.SEAL�$YGNAitlRE \' FLORIDA TIC. 441 • ••• •• • • s SHEET 1 E 10 OF 20 Or • • • • • • • • • • ••• • • • ••• • SCHEDULE #1 SCHEDULE #2 SCHEDULE iSCHEDULE #4 NOTES: (1)L+: MAXIMUM ALLOWABLE SPAN FOR A 4 SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN L+" OR `L-" (ft.) ATING• MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" IMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D. DESIGN PRESSURE R FOR INSTALLATIONS W/ "L+" OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS R "L-" (ft.) INSTALLATIONS L-: MAX,ALLOWABLE SPAN FOR A clVErt (t) SEE BELOW FOR MINIMUM SEPARATION TO ® &®OF OF W/ ONE INSTALLATIONS W/ W/ W NEGATIVE A.S.D. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ,G-�, CENTERMATES. 2 & & @W/ TWO HV OR & W/ ONE HV LOCKS THE FIRST AT O' ELEVATION OF BUILDING HV LOCK Of 2�®� or HD LOCK Vg W/ (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. NO LOCKI RODS` 0 or HID LOCK ( , & ONE HV LOCK OR OR LOCKS OR TWO OR W/ NO LOCKING SPAN FOR WALL MGUNnNGS OR W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR W/ NO OCKING OCKING RODS ® TOP/SOTTO ODS FLOOR/CDUNG: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS RODS Qq ♦ SEE NOTES t," / ONE HV LOCK ® OR ® (VAUD FOR MOUNTING Q7 INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, 3 TOP & BOTTOM ♦(SEE NOTES t.tD ( R ♦ SEE NOTESt'it SHEET 7) GIVEN A POSITIVE A.S.D. DESIGN PRESSU ER MEASURED AT BOTTOM OF SHUTTER IS 3". YAIaMUM -L+- CONCRETE&W 0 M.byDy CONCRETE&WOOD Wl6MBM CONCRETE RATING, DETERMINE MAXIMUM SPAN CONCRETE R WOOD INSTALLATIONS O As.a A.S.D. A.S.D. INSTALLATIONS FROM SCHEDULE. _ oLvcN INSTALLATIONS() OEsx:N INSTALLATIONS() DES- GIVEN A NEGATNE A.S.D. DESIGN FRES'a1RE WALE MOUNTINGS PRESSURE F7>r FLOOR/CEILING MOUNnNc PRESSURE RATING,DETERMINE MAXIMUM MINIMUM SEPARATION TO GLASS SCHEDULE: WALL WOUN71NG PRESSLW �MpV/ NG "" a � j fiooR/cElunG MouNnuG �uj OR SPAN "L-"FROM SCHEDULE. SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS FLOOR/CENNG MOUNTINGS FLOOR ALL MOUNTING L i (A) l-(Il) l i (It) L-(R) l+ (R) L-(I) L+ (ft) L-(ft) L+ (N L-(ft) FINAL MAXIMUM ALLOWABLE SPAN IS EO TO THE MINIMUM DETERMINED SPAN INSTALLATION W/ INSTALLATION W 30 73'-2" 18'-0' 13'77 16'-0' 30 12'-3' 14'-9' 30 13'-1" 16'-0" 30 13'-2' 16'-0" BETWEEN "L+"AND'L SHUTTER SYMMETRICAL OPPOSING 35 12'-e' 14-10" 12'-8' 14'-10" 35 11'-9" 13'-8° 35 12'-7" 15'-7" 35 12'-8" 14'-10" SPAN CENTERMATES CENTERMATES 40 12'-3" 73'-10' 12'-3" 13'-10' 40 11'-4' 12'-9" 40 12'-2" 15'-2' 40 12'-3" 13'-10' (3)PROCEDURE TO DETERMINE MAXIMUM 45 11'-11' 13'-t' 11'-11' 13'-1" 45 11'-1" 12'-D" 45 11'-9" 14'-3" 45 11'-11" 13'-1" SPAN FOR COMBINATIONS IN BETWEEN 105' 3 3/8's 4" WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 50 tt'-T 17-5' 11'-T 12'-5' 50 10'-9" 11'-5' 50 11'-6' 13'-7" 50 ll'-7" 72'-5 >105"TO MAX 55 11'-4" 11'-10' 11'-4' 11'-10" 55 10'-6" 10'-11" 55 11'-3" 12'-1I' 55 77'-2" 11'-10' FOR A GIVEN POSITIVE A.S.D. DESIGN ALLOWED 3 7/e'a 4' 60 17'-I" 1V-4' I1'-0" 11'-4' 60 10'-3' 10'-5' 60 17'-O" 12'-4" 60 10'-2' 10'-11' PRESSURE RATING: DETERMINE: s USE 2 1/2"FOR HD LOCK® OR -r®. 65 - 0-10 IO'-7 10'-10" 65 10'-O" 10'-0° &5 10'-9' IV-11" 65 9'--5" 10'-1" Lt+= MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HV CENIERMA . 70 10'-6' 10'-6' 10'-2' 10-6' 70 9'-8" 9'-B' 70 10'-7' 11'-5' 70 8'-9" 9-4" INSTALLATIONS. Lz+= MAX.SPAN FOR FLOOR/CEILING 75 10'-1" 10'-1" 9'-10` - 10'-i' 75 9'-4' 9'-4' 75 10'-4" 11'-1' 75 - 8"-9' MINIMUMS P RATION TO A CHEDU E• MOUNTING INSTALLATIONS. 80 9'-10" 9'-9' 9'-7' 9'-10' 00 9'-O' 80 10'-0° 70'-9" SHUTTER W/ONE LOCK & TWO LOCKING RODS OR 85 9'-6° 9'-6" 9'-3" 9'-6' 85 8 '-9' 8'-9' 85 9'-9' 10'-5' FOR A GIVEN NEGATIVE A.S.D. DESIGN WDH ONLY TWO LOCKS PRESSURE RATING: 90 9'-3' 9'-3" 9'-0' 9'-3" 90 e'-6' 8'-6' 90 9'-5° 10'-1" DETERMINE: INSTALLATION W/ INSTALLATION W/ SHUTTER 95 9'-0' e'-9" 8'-9' 9'-O' 95 8'-3" 8'-3' 95 9'-2` 9'-10' � Lt-=MAX.SPAN FOR WALL MOUNTING $PAN SYI"TAErPIr�I OPPOSING 100 8'-9" 8'-4" 8'-6' W-9' 100 W-1" 8'-1" 100 9'-0" 9'-T INSTALLATIONS. CENTERMATES CENTERMATES 105 8'-7' 7'-11' 8'-4" 8'-4' 105 7'-11" 7'-11' 105 e'-9" 9'-4' A� � MOUNTING INSTALLATIONS.Lz-= MAX. SPAN FOR FLOOR/CEIUNG 105• 2 3/4' '• 3.3/16" 110 8'-4' 7'-Y B'-2" 7'-11' 110 7'-8' 7'-7" 110 W-7' 9'-2' L/ MAXIMUM SHUTTER OR LESS 115 8'-2' 7'-3" 8'-0' 7'-7' 115 7'-6' 7'-3' 115 8'-4" 8'-I1' SPAN "L+"OR "L-'FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQ >I05'TO MAX 3 1/4•ass 3 1/4- 120 8'-0' 6'-it' T-10' T-4' 120 T-4' 6'-11' 120 8'-2" 8'-9' INSTALLATIONS INTO W000 TO THE MINIMUM BETWEEN 1t+', L2+, ALLOWED 125 7'-10" 6'-8" 7=8' 7'-0" 125 7'-3" 6'-8" 125 e'-0' e'-5' � SHALL BE UMTTED TO 105 L1 ANO l.2 •s USE 2 15/16'FOR HV 7°LOCK®0 W/ 130 7'-8" 6'-5" 7'-6" 6'-9' 130 7'-1" 6'-5" 130 7'-10" 8'-1' psf. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL iRkz USE 4 1/8'FOR HV'T'LOCK W/®5 135 7'-7' 6'-2' T-4' 6'-6' 135 6'-11" 6'-2" 135 T-9" 7'-V A.S.D. ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTERMATES. A.S.D.DESIGN PRESSURE RATING TO 140 7'-5' S'-11" 7'-3' 6'-3' 140 6'-10" 5'-1 Y 140 7'-7" 7'-6" DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION ATION F ND 145 7'-3' S'-9" 7'-1' 6'-0' 145 6'-8" 5'-9" 145 T-5" 7'-3" 150 T-2' 5-7' 7'-0' 5'-10' 150 6'-7" 5'-Y 750 7--4` 7'-0" CONCRETE k MANSORI WOOD 155 7'-0' 1'-5' 6'-10' 5'-8' 155 6'-6' S'-5" 155 V-2" 6'-9" H.V. CORNER CENTERMATE 93 MAY BE 160 W-11" 5'-2" 6'-9' 5'-6° 160 6'-5" 5'-2" 160 7'-1" 6'-7' USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL A. B, C. D. E, M. N, 0,P.Q. R, 165 8'-10' S'-1' 6'-8" 5'-4" 165 6'-3" 5'-1" 165 7'-0' 6'-4° SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L S &V. 170 6'-9' 4'-11' 6'-7" 5'-2" 170 6'-2" C-11' 170 6'-11' 6'-2' MANDATORY CONDMON #2 NOTE #5, SHEET 5. FLOOR/CEILING 175 6'-7' 4'-9' 6'-5' 5'-0' 175 W-1" 4'-9" 175 6'-9' 6'-0' MOUNTING G, H, I, I1 + J. T. U, W & X. 180 6'-6' 4'-8" 6'-4" 4'-10" 180 6'-0" 4'-8" 180 6'-B' S'-10' tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR"L-'AND MAXIMUM A.S.D. + M. 185 6'-5" 4'-6' 6'-3' 4'-9" 185 5'-11' 4'-6' 185 6'-7" 5-10 DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 190 W-4' 4'-5' 6'-2' 4'-7' 190 5'-10° 4'-5" 190 6'-6' 5-6' 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. O H V BLADE 195 6'-3" 4'-3' 6'-7' 4'-6" 195 5'-9" 4'-3" 195 6'-5" 5'-5' AND 8'-0" SPAN 200 6'-2' 4'-2° 6'-0" 4'-5' 2017 5'-9' 4'-2" 200 6'-4` 5'-3" SEE MOUNTING 8 ON SHEET 7. 205 6'-0' 4'-1" 6'-0" 4'-3" 1 205 5'-1' 000 •• • • • • • •• FLORIDA BUILDINGHi h Velocity Hurricane Zone ,111 • •• • • • • •• ®2015 EASTERN METAL SUPPLY, INC. •• : : : :• BERTHA HVTM S. *. I LTE C•O 1*N* •• • AmB oS■A■ Accordion Shutter System T H.V.BLADE#1 W/OR W/O H.V.WINDOW RADE American Shutter Systems REV.1m DESCRIFn0N DATE DRAWN Ht•: M.L �TAIt�F TILUT TESTING do ENGINEERING COMPANY • rd�SD, Inc. I OLD 11-193 /10/1DATE: 04/10/15 =0�•.• .'•�' 635.5 N.W.360,SL,Sia.305,W6RNIAE&AIS,FLOPo 33 6�West•ROad9 Drive 2 I'hona (305)e71-1530.faxos)e71-151 • • DRAWING No ��(�� e-mam Ultao•ad.rn • W-A P•Im Bw.h, FL 33407 3 EB-OOW719 • • • • Qhone: (B00)i32-220#PFax: (561)209-8380 4 15-080 WALTER A-$ILLrr J,P!.• • • • • P.E.SEA 7=RAIUF E/DATE FLORIDA"04416.0 • ••• 3 SHEET 6 it OF 20 • • • ••• • • • • • • • • • • • • • •• •• • • • 00 00 • �. , , .:111 M,•:.M91 INTO h•::#'•,• , .,.• ,11, �' •: - •• :al ,7. :1•,. a. moa +mVAmm000mmMmMoommmm a� I000mo�mmHOME mm� m®m0000ca 0m0ovonn m®mon000 nmm0000n�m00000m0oo""Ko m ,. ,,�mmm0000©mmm00000mmm000voa�mmooioo©mmm000v000000nom nmmonnonmmmin0000mmmoonoommmno oommmnnon000000000 �m�m000ld�0�1 oDOOa�omO00000®000000®mm00oDonnD�ono�0 m mra0000mmmnononmmmvoovopm®m®m0000nmmmonovnnononoo® 0®0000®0 m®00000©0®000000 m®monon0 noDODDOO ®fE10000O 0®000DOm 0®0000000®m000L7O mm000®on m®O ®mmno®©nmmmoov®nm®monovoa�mm®one�nmmm®ate®vomoomm®mn ' mmmOO©nif m®m000nn IN MM QlmmO®©vo conn DD mmmon©noMEM mnunonm®monvv®m®movnnnMIM mon®onnn0000mn ®mmmooQnnm®moumonm®mnononmmmm�nnnmmommnononnm®o©n ' m®mo®nnnm®mononMIMM mmmam�neam®mononom®movvonmmmonnsommmmveee00000©on �nmmnm©nnmmmvv®oom®monrannmmv000nnmmo®®nnn000mmmoo m®m®©nno®®movnnnmmmoa®vom®m©nn®nmmmvonnn0000®von _ m®mo©neommmvonnnm®monnnnm®monooemmm®eanvonnomo®no � ®®mm®nno®mmomnnommmoonno®monnennmmm©nnnnoomoo®nnmmmonnoa®mmv®nenm®mn®nnnmm®nneonm®monnnnon ©oon mmmoonno®mmnvveom®movoonmm©nvoAnmmnmonnnnno ®ono a�mm©mnnommmmm�nn®®mvonnnmmnnnnnnmmmnnn0000®m®ono ' • mmm©nnnommmn©nnnmmmvvonnmm©nnnnemMIMMMM nonom®moo m®n®©voommmn©onnm®m000nnnmoanennmm®ovnnnnmmIMonon ®mmononnnmmmnnnnnm®mnnnnnmonnnnn o©nnnnnoo©o®nnn mmnnnnnommm00000la®mnoonnmmnnnn o ' ®onnnnn000©v©nn mmm000®om®mneeenmmmneeonmmnnnnon moveonnnoo®®eoo �®mmn000�am®mnn000mmm0000nmonnnnnnmo®nnnn000mm©nno mm©nonnnn®nnoonnmmmnnnnnmmenn�nnmmonnnnnoo©®000 ®®©oOOOom®mOnnnO 0®mnnnnn mmnoo on mm®00000 nno®Qnno , m®nnnnnnm®nnnnnn ®nnnnnnv®nnnnnn�amnnnnnnnm®m©nno ®mmnnnnno��®000000�m00vo0e�n000000�0000000no®®oeeo mmnonnn ®o ®mnnnnnom®nnnnnon®onnnnnvv n nnvonoonnnono©nnMM M000000H00000000m000000�o�n00000�00000000©DOo00 O • O �00®000O0�o0o000000000000vo00000oao0O0oonIMIMMM no �O nnnnoonnnnnnnononnnnnmm�nnnonnmonnnovnn®©o n �� = • � �a�nnnnnonnnonoovnnnon0000voonnnonvnnnnnnno®®nnnnn �. nnnnnonnnnonnnnmm�nnnnononnnnn000nnnnnnnnmomnnnn m000noomm�nnnnnmm�nnn�ann�onnnnvo�onnenv000®en000 o . cC►� American Shutter Systems Ovc t , .a. • ' ©-� •®, ,+ :.. MAxImUM ANCHOR* SPACING (in) SCHFQUI E EQS A QM MAX- SHLnTER SPM. AS,Q_ *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AND L ryQ.aTti+unLALr VOL T'TYPE FOR CON(REIE INSTAU_ATIM (SEE MOUNTINGS E G.&H ON sEE15 e&7) t.ANCHORS TO SUBSTRATE SHILL BE AS FOLLOWS: POURED CONCI•TE (A) TO EXISTING POURED CONCRETE(Min.fc=3 ksi) MA%YW QE WALL SILL MOUNTING ©CEILJNG MOUNTING QH FLOOR MOUNTING ANCHORSgP NC EGEND - 1/4"0 TAPCON ALL ADVANCED THRET IFORMANCHORS. TECHNOLOGY ANCHORS,AS MANUFACTURED URED 6Y I.T.W.BUILDER.(Min. fc- 3 in. SPAN - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL PONTIS SCREW,BOLT&SPECIALTY COMPANY. (Min.f'c=3 ksi) 00 AS.0.DESIGN NEGATIVE LOAD A.S.D.DESIGN NEGATIVE LOAD A.S.D.DESIGN NEGATIVE LOAD Ps TAPGDN WITH ADVANCED - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. (Min.Pc E 2 OL) _30TT&SPECIALTY 4ElY ALL POINT 0 80 75 90 120 160 205 30 40 60 5 80 720116012051,30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY COMPANY +ANCHORS AS MAN OROTHER PROVED LICENSED OR AUTHORIZE VENDOR UFACTURED BY POWERS FASTENERS. REGISTERED WITH THE DISTRIBUTED AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. _ 14 12 10 9 a B 6 [45 14 12 10 9 8 8 6 _6_ 14 12 10 9 8 8 6 8 ALL POINTS SOLID-SEF 3•-0 - - - - - - - - - - - - - - t4 12 t0 9 a 8 6 6 (Min.f'c=3 ksi) R 14 12 10 9 8 a 6t4 12 10 9 B B e 6 14 12 10 9 8 e 6 5 BLUE TAP W/CAP NOTES: L4 12 10 9 8 0 6is 12 t0 9 a e 8 e 14 72 10 8 8 8 6 8 TAPPER A1)MINIMUM EMBEDMENT INTO POURED CONCREFE OF TAPCON WITH ADVANCED THRFIDFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS 5 14 12 10 9 8 7 56 t/ 12 t0 9 8 e 6 e 74 12 70 s s 8 6 5 / 314 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 9 8 S 6 5.5 A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SEF ANCHORS SHALL BE 7/8•INTO THE POURED CONCRETE.NO EMBEDMENT 4�-0" 14 12 10 B 8 6 8 14 12 10 9 8 a B 4.5 14 12 10 B B 8 4 3S 14 12 10 9 8 8 6 1s 12 10 8 6 8 5.5 14 12 10 9 8 e e 45 INTO STUCCO SHALL BE PERMfTTED. 1/4"0-20 S.S MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST.AND •sEE NRTAIKx15 of 1�FOR 1•MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.5 SS SS 14 12 10 9 B B 6 5 14 12 10 14 12 10 9 8 8 6 4.5 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 15-70N 14 12 10 0 8 7 4 - 14 12 10 B 8 8.5 5 1.5 14 12 10 a 65 5 JS 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 75 4.5 - 14 12 10 9 8 8 6 4'u 14 12 t0 9 a 6 4.5 .75 NOTES A. &A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 B.5 75 8.5 45 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 6 4.5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. _ _ _ _ - - - - 14 12 to B B 65 5 3.5 6'-0" 14 12 10 9 7.5 SS J - 14 12 10 8.5 7 K 4 3 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 e 6 - - 14 12 10 9 8 6.5 S .75 t4 12 10 a5 B S 4 - - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIX. 14 12 8 'ESS 8 3 - - 14 12 10 9 8 6.5 to 3.5 14 12 10 8 7 5 3.5 3 - 1/4"0 x 3/4"ALL POINTS SOLID-SEI ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. - 14 12 10 B 75 55 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7'-0' 14 12 tD 8 8.5 4 - 14 12 9 7.5 6 4.5 35 - 14 10.5 7 5.5 45 3.3 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 1L 12 10 8.5 7 r4T- 14 72 10 9 7.5 3.5 4 - 14 12 8 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5.5 4S - - - 14 12 10 9 7.5 55 4 - 14 12 9 7 6 45 3 - NOTES: 8-0• _ - - _ _ _ - _ _ - - - - 14 12 10 8 6.5 5 3.5 _ B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPER+ANCHORS IS 1 1/4"AND TAPCON WITH 14 12 8.5 7 5.5+3. 11 12 =8 ,6.5 3.5 4 S - 2.5 95 6 5 4 3 ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 74 12 9.5 7S - - - 14 12 9.5 8 BS 5 - - 14 12 8 fi 6.5 L - - 13 B.5 BS 5 14 12 10 8 8.5 5 - - 14 12 6 6.5 5 L - - 81)MINIUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 12 " 7 55 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO 9,-0_ 14 11.5 75 6 4 - 1L 71 7 5.5 5 35 - - 11 8 5.5 4.5 35 - - - IJ05T,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. i, 12 8 ESS 4S - - - 14 12 8.5 7 SS 4 - - 14 108 7 5.5 6 4.5 - - 11.5 8.5 5.5 4 - - - - 14 12 9 7 6 4S - - f4 71 7 5.5 45 3.5 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXS HA WALL S FLOOR. _ - 14 72- 8 6 5 4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE!S INDICATED ON 10-0• 14 10.5 7 5 3S - - 7J 9S 8.5 5 4 3 - - 10 7S 5 4 3 - - - NOTES B.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 14 115 9 6 5 2.5 9.5 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET Zak 0.5 8 5 - - - - - 14 12 8 8.5 5.5 4 - - 13 10 65 5 4NS OF THE ANCHOR'S MANUFACTURER. 3 - - _ _ _ _ _ _ - 14 to.5 7 5.5 45 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATKI 11-0" 2_5 95 5 - - - - - 12 8 8 45 4 3 - - 9 7 4.5 3.5 3 1- I- - 7 - - - - - 1.5 8.5 55 45 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 10 14 10.5 7 5.5 4.5 9.5 7 4.5 - - 14 11.5 7.5 6 5 - - - 12 9 6 4S 4 - - - GE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: _ _ 13 10 65 3 4 - - - - - 12'-0" 1.5 8.5 4.5 - - 11 8 5.5 4 3.5 - - - 8 6 1 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED B0.0W.FOR E D.LESS THAN THE INDICATED,REDUCE },5 8.5 g - - - - - 11 DS 8.5 5 4 - - - 0.5 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 9.5 . 5.5 45 - - - 11 B.5 5.5 4.5 - - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 9 6,5 - _ _ FACTOR 13�-0• - _ _ _ _ _ _ 12 8 6 4.5. 4 _ _ _ Ds 6 - - - - - - 00 75 5 4 1 - - 75 5.5 4 1 �E AP'GON W/ADVANCED THRFADFORM TELti1 ALL POINT SOLID SET BLUE TAP W/CAP TAPPER + 25 85 _ _ _ _ - - 12 9 8 45 4 - - - 9.5 7 5 4 - - - - DICTANCE MIN.SPACING MM.SPACING g g - - 13 95 6.3 5 - - - - 0.3 7S 5 4 - - - - HV D DR ED. 3• 4" MIN.SPACING-3 1/2" MIN. SPACING=3" 3 3/4" 4• _ _ _ _ _ _ 11 8.5 55 4.5 _ _ _ _ HY pgA6D CON3EIE WNOiE7E HOCK POURED CONCRETE& POURED CONCRETE& POIRED CONCRETE CON3EFE El= _ _ _ 9 7 4.5 3.3 - _ _ _ 7 5 JS 3 _ _ _ _ BLADE CONCRETE BLOCK CONCRETE BLOCK YN EA. 1 MN.EDL 1 70 75 - - - - - - MR EII•3 1 MIN.EII•21 �', 15 B _ _ _ _ _ - 71 8 55 4S _ _ _ 9 .65 4,5 - - - - - HV WINDOW �" �• A•t fIl=}1 uN E0.=3" 75 - 12. 8 8 - - - - - 8.5 7 4.5 - - - - - 3" 0.90 1.0 0.78 1.0 0.84 1.0 - 0.5 e s - - - JADE WORKING z 1/2• 0 8 1.0 - - 0.57 1.0 15�-0" 9 _ - _ 8.5 6.5 4 - - - - - 6.5 5 3 - - - - - 2• 0.71 -7 IN UNISON - - 0.51 10 - - - - - - - 10.5 8 5 - - - - - 8.51 6 4 - - - - - 0.91 O.LS 15 8.5 5.5 _ _ _ _ _ 9 8.5 4S _ 1 3/4" , g,e-1) 10 7.5 5 - - - 1 1/2" - _ - 0.35 16'-0• _ _ _ 8 4. 1 _ B5 7 5 - - - - - e 6 5 4 - - - QRIDA BUILDING CO High Velocity Hurricane Zone 000 ••• • • • • • • • ®2015 EASTERN METAL SUPPLY,INC.. 1 113►: �jGENSF=•..�' : •; '• ■A ■ S ■ BERTHA HVTM ■� IL E Q6.6 nf7 ' •'• Accordion Shutter System H V. MADE 11 W/OR W/O RV. WINDOW BADE American Shutter Systems REV.No DESCRIPION GATE DRAWN BY: M.L .O S OF _%,� TILLIT TESTING & ENGINEERING COMPANY socjpp9n, Inc. I OLD 11-193 /10/1DATE. 04/10/15 6355 N.W.360.5t.,Stn 305.NRGINIA GARDENS.FLORIDA 31 \\ Z • E6West•Roods Drive 2 DRAWING No Phone (305)871-1530.fax 871-1 1 F• 111 e-mail:Ult"AU0l.co •• • We P•Im Bq1ch, FL 33407 } `=sS�DNAI� /'1 W�TER A�9r • PF Fne: X00`3:220:.Fax: (561)209-8380 L 15-080 rr FLORIDA•c./44160• ♦ • • • • s SHEET P.E.SEA1.'/9IGk�RE/DATE •i• • • ••• g �3 OF 2O • ••• • • • • ••• • • • • • • • • • • • • MAXIMUM ANCHOR* SPAONG (jp,) SCHEDULE FOR A MEN M°Y SHUTTER SPAN A.S.D. , DESIGN -- NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS I,J.K A L ON SHEET 7) POURED GONCRErE ANCHORS SPACING LEGEND I/A7MN -7W-ALK=TRENCH ORAINGUARD MOUNTING QWA.L/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPAN AS.D.DESIGN NEGATIVE LOAD ASD.DESIGN NEGATIVE LOAD A.S.D.DFSIGN NEGATIVE LOAD A.S.D.DESIGN NEGATIVE LOAD(psf) TAPCON WITH ADVANCED (� (pe0 (p=fl (�) _ 7HREADFORM TECHNOLOGY 30 40 60 73 s0 120 160 205 30 140 60 175 190 120116012051 30 10 60 75 90 120 160 205 30 40 60 75 90 120 1600 los ALL POINTS SOLID-SET 14 12 10 9 8 B 6 6 12 12 12 12 12 1.518.5 6.5 7 7 7 7 S 5 5 5 5 5 5 5 5 X-0- 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 ] 7 7 7 7 7 7 7 7 5 5 S 5 3 5 5 5 BLUE TAP LESS 14 72 10 9 B 8 6 6. 12 12 12 12 OS 8 8 4.5 7 7 7 7 7 7 7 65 5 5 3 5 3 S 5 5 TAPPER+ 14 12 10 9 8 8 8 6 12 1T 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 3 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 12 12 1.5 8.5. 6.3 5 7 7 7 7 7 7 : 4 5 5 5 5 5 5 5 4 4-0� 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 3 5 14 12 10 9 8 8 6 8 12 72 12 9.3 8 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 T2--10 9-8-8 6 B 12 12 72 12 f0 7.5 SS 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 S 5 14 12 10 9 8 8 6 5 12 12 12 it 9 7 S 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 14 12 70 9 8 8 6 e 12 12 12 12 10 7.3 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 e 5 12 12 9.5 7.5 8 4.5 3.5 - ] 7 ] ] ] ] 5 -4 5 3 $ 5 5 5 [.4 4 14 12 10 9 8 B 6 6 12 12 12 V. 8 6 4.5 - 7 7 7 7 7 7 5S 4 S 5 5 5 5 3 4 * SEE ANCHOR 14 12 10 9 8 5 8 6 12 12 1S 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 5 4.5 - SPECIFICATIONS 6,-0• 14 12 f0 9 8 B 8 6 12 12 12 10 B 8 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 8 8 '8 6 B 12 12 8 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 3 3 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 45 - 5 5 5 5 5 5 1421098885 12 12 10 8 BS 5 3.5 - 7 7 7 6.5 5.5 4 - - 5 3 5 5 5 4 7,-0• 1412 10 8 8 8 8 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 ] 6 5 5 55 5 5 14 12 10 9 8 8 6 B 12 10 6.5 5 4.5 3 - - 7 7 7 7 6.5 5 3 - 5 5 55 5 5 34 12 10 9 6 8 B 6 12 12 as 7 SS 4 7 7 7 7 1 5 5 5 5 s 5 5 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 B - 12 /2 8.5 7 5.5 4 3 7 7 7 s5 4.5 3 5 5 5 s 4s 3.5 - - P.SF A.S.D. DESIGN PRESSURE 14 12 t0 9 8 8 6 - 12 12[10.517.5 a 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 s s s s 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 B 45 4 '3 - - 7 7 7 7 5.5 4 - - 5 5 S S 5 a 3 - SCHEDULE #4, SHEET 11 14 12 10 9 B 8 6 12 11 7,5 6 5 .75 - 7 7 7 7.5 8 4S - - 5 5 5 5 5 4.5 - - 14 12 10 9 6 6 12 1.5 7.5 6 5 3.5 - ] 7 6.5 5 4 - - 5 5 5 5 4 3 - - 9,-O, 14 12 t0 9 8 e - 12 12 95 65 SS 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 a 8 0.5 8 5 4 35 - 7 7 7 6 5 3.5 - 5 5 5 5 5 4 3 14 12 10 9 8 8 12 10 65 5 4.3 - 7 7 7 6.5 55 - 3 5 5 5 3 4 - - 14 12 10 9 8 8 12 0.5 7 5.5 45 3.5 - 7 7 SS 4.S 3.S - - - 5 5 5 4.5 3.5 - - - 14 12 10 9 8 B. - - 12 11 8.5_6 5 3.3 - - 7 7 7 7 7 7 4.S - 5 5 S 5 5 5 5 45 10•-0�14 14 10 9 8 8 - 95 7 4S 3.5 3 7 7 7 3.5 45 - $ 5 5 5 {.5 3.5 - 14 12 10 9 8 8 12 9 8 5_4 7 7 7 8 5 - - - 5 5 5 4.5 S - - - /4 12 10 9 8 8 12 95 6 5. 4 3 7 7 5 4 3 5 S 3 4 3.5 - - - 11•-0.14 12 10 9 8 8 - - 12 10 7 5.5 45 3.5 = - 7 7 7 7 7 7 3_5 - 5 5 5 3 5 5 5 4 ` ' 14 12 10 9 8 8 - - BS 6.3 4 3S 3 - - 7 7 a 5 4 - - 5 5 5 5 4 3_ :- 1 ' "I , H V BLADE O N LY 4 12 10 9 B 8 - - it B SS 4 - - - - ] 7 7 5.5 4S - - - 5 S 3 S 4S - - - f 1 14 12 10 9 8 15 8.5 SS 4.5 3S - 7 7 45 3.5 - 5 5 4.5 35 3 - - - 11,-0.14 12- 10 9 8 - - - 12 9.5 65 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 S5 14 12 10. 9 8 8 6 4 '3 7 7 55 4.5 3.5 - 5 5 S 4.3 4 3 - - 14 12 10 9 8 10 75 5 4 7 7 8 5 - - - - 5 5 5 5 4 - - - 14 11 f 0 9 a 0.5 8 5 4 35 7 a.5 4.5 3.5 - 5 5 4.5 3.5 3 - - - 13,-0'14 12 10 9 8 - - - 1.5 8.5 8 4.5 3S 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 7 5.5 3.5 3 7 7 5 4 3 - 5 5 S 4 3 - - - 14 12 10 9 8 9 7 &5 .75 - 7 7 5.5 4.5 - 5 S S 4S 4 - - - 1{ 12 10 9 - - - 10 7S 5 4 3 - - - 7 8 4 3 - - - 5 5 4 3 - - - 14,-0, 14 12 10 9 - - - - OS 8 SS 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 S 5 5 5 4 3 _ 14 12 10 9 - 6.5 5 3 7 7. 5 3.5 - S 5 5 4 - - - - 74 12 10 9 - _ - - 8.5 8.5 4 - - - - - 7 7 5 4 - - - 5 5 3 4 - - - 14 12- 10 9 7 4.5 3.5 3 7 55 3.5 - - 5 5 3.5 3 - - - - 15-0•14 12 10 - - - - - 10. 75 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 A43 10 .S 3 7 7 4.3 3 - 5 5 4.5 3.5 - -/412 10 - - _ _ - _ - 77 5 _ - - S 5 5 4/4 12 10 - - BS8.34 3.5 - 7 5.S 3.5 - 5 52 10 - - - - - 9S 7 45 JS 3 - - - 7 7 7 7 83 - - 5 5 5 5 5 4.5 1412 107 N/ _ - - S 5 4 1.5 - - 'n 10 - - - - - 7.5 5.5 .75 - - - - 5 - - - 5 5 4.5 - - - •• • • • • • •• OI\ IWI CODE(High VelOC11: Hurricane Zone ............ ;� = • •• ••• • ••• •• m 2015 EASTERN METAL SUPPLY, INC. • . . BERTHA HVTM -:*` IL �Ec C.S. �N�. �• S.An Accordion Shutter System *: H.V. BLADE fl W/GR W/O H.V.WINDOW BLADE �'•�(�Ot 1 American Shutter Systems REV.No DESCRIPTION DATE DRAWN 6Y: M.L �• j i TIWT TESTING & ENGINEERING COMPA�4Y \ • • f_204(ofon, �nc. 1 OLD 11-193 4/10/1 DATE: 04/lobs p'•.__f/npt�Q; \\ 8]55 N.W.36th.5E.5h.305,V•N 346 • • 2 Wes`Roads Drive 2 _........ Phone:(305)871-1530 Al'.. )871-1 1 • • DRAWING No • ,s1� a-mall:ta-0a.d.cdfh • •Wgyt fl♦Im B•och, FL 33407 3 SS�ONAl�,,11 ®-o�67t9 • • hone: (800*43•-220f 41 Fax: (561)209-8380 4 1175-�80 WALTER A•TILLR Jr.R" •• • • P.E. SEAL/SIGNATURE/DATE TwRIDA*T•0 44160 • 5 SHEET 6 14 OF 20 •:• • • • • • • • • • • • • • • • . , :111•, ,••.:• :,� •: :i••� , ..d JI, 11' .: .. :il .. ,7: :1•, ail �C��'�.��m��0®C7�mQa m��mO�Q��Om0®omm mmmm mmiomo�� IBM . 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Vm Beach, rL 33407 � m :. 0�� • • o�� MAXIMUM DESIGN PRESSURE RATING (o.s.fa AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in.)) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEErS 16& 17). � U B !E3 T F;Z SOUTHERN PIE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DMION GG 0.550 w/ W/ MIN. G=0.43 W MIN. G=0.36 MAX"" SPAN(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.D.WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W &.X P & Q S &v S &v S &v ALL R9311ETA1[PAWK MAC 019DI NDN PRS9K NBC w ASD.DSOI am REM MDC W ALL"A Mw new WN W ASA®I MW pW&K MWW AMIFSCI WMrE 14811E WX W,UL"a NWM KKK ME W ASA MR EME FRWK N86 W AM MIX SME R691F N86 Rill ISM 18'M KMK R1 X NDd) 30 40 60 75 90 OS 30 40 60 75 90. 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 t66 05 30 40 80 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 -0"OR 12 10 10 9 B 8 6 6 6 6 6_ 6p 12 10 11019 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 [1212 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 '8 8 6 6 6 6 6 -6 12 10 10 9 B 8 6 6 6 6 6 8 12 10 10 9 8 e 6 6 6 6 5 4 4 4 3 17. 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 CO- 12 10 10 9 8 8 6 fi 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7. 6 6 5 6 5 4 4. 4 3 12 12 12 12 12 12 12 12 12 12' 12 12 12 12 12.12 0.5 6'-O` 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 72 70 70 9 8 5 6 6 6 .5 5 4.5 12 10 -10 9 6 .5 6 8 4.5 e 5 4 4 3.5 - 72 12 12 12 12 12 72 72 12 12 12 12 12 12 12 1O 8.5 T-p' 12 10 10 9 6.5 4 6 6 6 .5 4.5'4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 ,12 12 tO. 12 12 12 10.5 8.5 7.5 8'-0' 12 10 10 7.5 4.5 3 6 B 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - B 6 3 6 S 4 - - - 12 /2 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 LS _.9'-0" 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 fi 4.5 4. 3 3 12 10 4 3 - - 6 6 3 6 5 3.5- - - 12 12 12 12 12 0. 12 12 1. 9.5 8.5 12 12 10 8 6.5 5.5 10'-O' 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - 6 B - 6 5 - - - - 12 12 12 12 1. 9.5 12 12 )0. 8.5 7.5 12 12 9 7,. 6 5 11'-0' 12 70 5.5 - _ 6 6 4.5- - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - - 8 5.5 4 - - - 6 5 - - - 12 12 12 12 10 8.5 12 12 72 ,.5 8 7 12 12 8 .5 5.5 4.5 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5-. - - 12 10 - - - - 6 5 3.5- - - e 5 - - - - 12 12 12 1.. 9.5 8 12 12 11.8.5 7 6 12 1.5 7.5 6 5 4 13'-0' 12 10 6 6 - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.5 12 12 10 '8 6.5 5.5 12 0.5 7 5;5 4.5 4 14'-0` 12 10 - - - - 6 5.5 - - - - 12 7 - - - .5 4.5 - - - - 12 7 - - - - .5 4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 12 72 9.53.5 6 4.5 12 9.5 6.5 5 4 3 15'-0" 72 - - - - 6 - - - - - 72 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 72 12 11 9 7.5 5 72 12 8.5 7 6 4 12 9 6 5. 4 - 16'-0" 12 - 6 - - - 12 - - - - - 5 - - - - - 1. - - - - - 5 - - - - - 6 - - - - - 12 12 n HV BLADE OR n HV BLADE WZ JA HV WINDOW BLADE WORKING IN UNISON* ♦sEE LIMRAPONS OF USE FT1R BLADE 9 oN SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING. -SOUTHERN PINE No.2 W/G=0.55(N.D.S) -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W.BUBDEX W/WMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(NZ.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUrH W/G=0.36(N.D.S.) -MIN.1/2'COX PLYWOOD(1988 APA) 2.ANCHORS TD HOLLOW CEILING SHALL BE.AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CON56T OF .. LAC SCREWS AS PER NOS 2012 SPEGFlCATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF TFff RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER tDiDDDAA/qui'��. ••• 0000 • • ••• • • ••• ORS Hi h VelocityHurricane Zone \\\\ ............ v •• •• • • • • • • •• ®2015 EASTERN METAL SUPPLY, INC. ., 9 BERTHA HVTM V=ECO A■S■S■A■ Accordion Shutter System Hv. g Ar1c#t w/OR w/a Kv.WINDOW BLADE * • • American Shutter Systems REV.M. DESCRIPTION DATE DRAWN 0Y: MT- TE .L hOF TILUT TESTOGlt &GINEEWAC6COAV4Y • • • • Association, Inc. 1 OLD 11-193 4/10/1 DATE 04/10/15 .P'"•�t t•Q ss55 N.w.]61n. se..ipe.1nRcaNv,`ME45.I;ORw 371 • • • 4268 West Roads Drive z �1 E1 Phone (yL5 71-�30.*rjp...wr3,7871-7 31 • • • • Palm Beach, FL 33407 DRAWING No l:•6�P 000a.i�n• • • • � 3 .1 �OH,�� E4,N7 • T Ety 4606719 ••• Ptyne: (8QO)432-2204 . Fax: (561)209-8380 4 15-080 l lt'PLTER 7C nwr Jr.P.�. 5 SHEET P.F.SEALfS�G�if�)KE/DATE FLORIDA Uc. d 44167 6 15 OF 20 • • • • • • • • • • 0% • •• •• • • • •• •• • • • ••• • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (L HV & HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE (1)ONLY SHALL BE LIMITED TO 105.0 120, A.S.D, DESIGN PRESSURE RATING, SEE SHEET 19 FQR MAXSPAN & A. .D. 1/4'0 TAPGON WITH ADVANCED DESIGN PRESSURE TI G FOR INSTALLATION WITH E 1 & 0 LNG IN UNISON THREAD TECHNOLOGY W/ 1 1/2"Min.PENETRATION 1/4.0 TAPCON WITH ADVANCED _ OF THREADED AREA E THREADFORM TECHNOLOGY _ OF TH G WOOD HEADER. W/ 1 1/2'Min.PENETRATION I I 1 OR EXISEE SCHEDULE ON SHEET 15) OF THREADED AREA TO I MN.gPARA�41 ( EXISTING WOOD HEPDER. ; (SEE SCHEDULE ON SHEET 15) I m GLASS EON T ` OR� \ p—it FOR BIT, I 1• 1/4'0-20x3/4'S.S. MACHINE SCREWS EXISTING I ON SHf1=f 19 TCR 1 W/ 7/4'-20 NUTS• 12'O.C. GLASS--A 1 OR 1© I Wim` TJ FINISH ' OPTIONAL '•�i' OR :r -_ -r EXISTING MIN. - `"�' FINISH I vii`o 2'x4"WOOD --OOR ®• < IXISTNG MIN. HEADER REQUIRED I Y0 WOOD 1/4'0 TAPCON WITH ADVANCED TH EXISTING MN.gpppgnON I I HEADER REQUIRED 1 - OGY W/1 1/2READFOR"Mn.PENETRATION GLASS— TO GLASS(SEE I MIN.SEPARATION I I 2'x4'CONT. SILL OF THREADED AREA• SWmLLE ON TO GLASS PLATE REQ'D. MEWIDTH OF WOOD PLATE- 11 LATE 11 FOR&PDES(t�yAfID ( EXISTING (SEE SCHEDULE - (SEE SCHEDULE ON SHEET 15) ON 19 FC7R GLAS" ON SHEET 11) 9ADfS�@ MO HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION OHY WALL SILL INSTALLATION I MIN. SEPARATION MIN.SEPARATION TO GLASS 1 EXISTING I TO GLASS 1 (SEE SCHEDULE ��A�5--.-. MIN.SEPARATION F--- 1 1 TO GLASS I 1 EXISTING /�I (SEE SCHEDULE IXISONG ON SHEET 11) x 2'x4'CONI.J—(SFE SCHEDULE GLASY ' ON SHEET 11) : GLAS WOOD PLATE ON SHEET 11) ,; I F 1/4"0-20x3/4'S.S. ' REQ 0- I 1/4"0-20x3/4'S.S. MACHINE SCREWS MACHINE SCREWS W/ I USING 1/4"-20 NUTS WALL \ a`;�:v:�` 1/4'-2O NUTS O I I • 12'O.C. FINISH OR® I I 1 oR 18 1 OR 15 I ��• 1 OR 2'x4'CONT. E OR� WOOD PLATE I EQ 1'Min. REO'D. 1'Min. _ § 1/4.0 TAPCON WITH ADVANCED I 1/4.0 TAPCON WITH ADVANCED r THREADFORM TECHNOLOGY �1/4'0 TAPCON WITH ADVANCED THREA13FORM TECHNOLOGY THREADFORM TECHNOLOGY W/1/2"Min.PENETRATION OF NOTE. 2'x4'COM. W/7 1/2' Min.PENETRATION THREADED AREA INTO PLYWOOD. W/1/2"Min_PENETFtARON OF 1-SEE SHEET 4 FOR TYPICAL SILL PLATE OF THREADED AREA O (SEE SCHEDULE ON SHEET 15) - THREADED MFA INTO PLYWOOD' SHUTTER ASSEMBLY. REO'D. ' ALL MIDWIDTH OF WOOD PLATE. EXISTING MIN, 2"x4'STUDS (SEE SCHEDULE ON SHEET 15) 2-MOUNTINGCOMBINED SECTIONS CAN BE FINISH (SEE SCHEDULE ON SHEET 15) CUIT NED N ANY WAY TO •1/2'MIN.COX PLYWOOD REQ'0. O 16'O.C. MAX.ATTACHED SUR ANY INSTALLATION. PLYWOOD TO BE ATTM.HEO TO 1/2'MIN.CDX ALL FINISH EXIST.MIN.2'x4'STUDS O 16'O.C. MAX.REQ'D. STUDS IN ACCORDANCE WITH PLYWOOD REQ'D. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED-TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ♦SEE UMRATIONS OF USE OF WITH SECTION 2322 OF THE F.B.C. //////�{�i • • •LADE•\0•SHEL1® ©HV WALL SILL INSTALLATION ��'/T EPS, S I • • FLOR BUI Hi h VelocityHurricane Zone %1'14' • •• • • • • • • • ®2015 EASTERN METAL SUPPLY,INC. ucE' • . . BERTHA HVTM '': ; A S S A Accordion Shutter System 0 7� ? I L E C O l N C. . . . . 1{V. g JOE#1 W/OR W/O HV.W NDUY a" M.L. • • • •Amosolean Shutter Systems REV.No DESCRIPTION DATE DRAWN BY. M. OF •TILLIT TESTIgG 6EGLNEEFVNG•C0AIPAJ1Y • • • RIDP. Association, Inc. am 11-193 4/10/1 DATE: 04/10/15 ��(�''•�� 6355 N.W.76U.Sr 54 y5.VIRQNN WiOET+.Fl•WM J,11 • • •268 West Roads Drive 2 _ 1 Ph— (*5)871-1.30.wax AK30W71-1.31 • • • •'} DRAWING No Q •••tom' �1' • e-mol:�ijeeo•aol.ym • • • • Wer Palm Beach, FL 33407 3 NAL,E/, ,++' .•• EUi0006719 • ••• Pnt s: (80•)432-2204 . Fax: (561)209-8380 4 15-080 - WALTER A.TILUT Jr.P.E. 5 SHEET P.E.SEAL/SIGNATURE/DATE FLORIDA Oc.y 44167 6 16 OF 20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (n HV & (n HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SF SHEET 19 FOR MAX_SPAN & WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 0)& WORKING IN UNISON 77 IF 1/4"0 TAPCON WITH EO EQ 2"MIN. ADVANCED THREADFORM 4'x8"(Min.)EXISTING EDGE(IF MPLICABLE) TECHNOLOGY W/1 1/2'Min. WOOD BEAM REQUIRED. PENETRATION OF THREADED STRUCTURAL ADEQUACY AREA TO EXISTING WOOD OF EXISTING WOOD BEAM HEADER. 1/4"0-2013/4'S.S. TO BE CERTIFIED BY EXISTING WOOD IZ (SEE SCHEDULE ON SHEET 15) PHILLIPS TRUSS HEAD E Q REGISTERED ENGINEER OR — TRUSSES OR SCREWS 1/2' 1/2" RAPIER O 24' 19 INSTALLATION. -20 NUTS MCHRE PRIOR TO O.C.REWIRED O 12"0.0. — _ 1/4"0 TMOON WITH i O 1 ADVANCED THREADFORM EXISTING SOFFIT 257, TECHNOLOGY W/ 1 1/2"Min. 3/4'Max.THK. N PENETRATION OF THREADED EQ E 1'x4"xt/8"CONT.ALUM.TUBE Z (I Max. AREA TO EXISTING WOOD B EQ EQ S S/4. (8083-T8 ALLOY)W/ iv (SEE SCHEDULE ON SHEET 15) 3 5 PnoNAL O 6'O.C. O /16"0 LAG SCREWS TO 11 or©of OS EACH RAFTER OR TRUSS. I O1 or or LOCATE LAG SCREWS AT .',.�'..•-v'' I MIDWIDTH OF EXISTING WOOD ,EXISTING MIN 2"x4" I 171 I MEMBER,(2"Min.NOMINAL WIDTH) EXISTING—II HEADER REO'D MIN.SEPARATION I OPEN HOLE OAACCF� W/2" AREA.VALDO FOR GLASS IL 70 GLASS I I ' ( (SEE SCHEDULE ON SHEET 11) E%GLASS_) 5/18"0 LAG SCREW xS INSTALLATS WITH 72 psf GLASS I i A7 CENTER OF TUBE. r MAX.A.S.D.DDESIGN LOAD AND 9' MAX.SPO IS M. THIS To I la a (.5>•E FOR STA WOOnD W/MIN.SP CIFlC SO HV WALL HEADER INSTALLATION � `Ea (gyp EXISTING -1�E ON �T I GRAVITY OF 0.50 AS DOUGLAS ON MEET ® I GLASS-----I 11 y�ly 1 �R 1 ♦ FIR OR SOUTHERN PINE No.2, RADES l t ♦ I A06pt I& OR EOUAL NOTES: 1 OR 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-INOANY WAY TO SUIT ANY NSTALLATTION. TOHV CEILING INSTALLATION OHV CEILING INSTALLATION Mn srWanw R ®♦ I MIN.SEPARATION _I To aAs(SEF TO ( MIN. SEPMATION I 19aM GIA S SNRT SCHEDULE i I 1 11 RR Hld[ty��1 EXISTING —(SEE SCHEDULE TO ONS SHEET 11) 1 EXISTING I oN q�1-� - I ON gffSHEET 11) I OLAss\ I a.�p,t� y Gass I I ALTERNATE I 8ANCHOR I 9 LOCATIONPt IXI(S 55—� I I 2"x6'MIN.WOOD 1 WALL MIN. 10x3/4'HIX DECK REQUIRED FINISH 19 I( ,' 8 w. WASHER HEAD TEK I (NO FINISH ALLOWED) I SCREWS O 12-o.c _ 2"x6'MIN.WOOD DECK REQUIRED(NO EDGE LI DECK 13 OR® FINISH ALLOWED) _ F APPLICABLE IFORM O EQ 1/4"0-20x3/4"S.S. EDGE OF DECK - 2 �� 1/4'0 F.H.TAPCON WITH i; 1/4.0 TAPCON WITH 1' PHILLIPS TRUSS HEAD IF APPLICABLE _ ��- _EDGE 7TEC NOLOGY WANCED /�1 1/2"Min. IZ ADVANCED THREADFORM Min. MACHINE SCREWS OF Pi TECHNOLOGY W/ 1 1/2'Min. W/ 1/4'-20 NUTS 2'MIN.— —2 MIN. DECK IF PENETRATION OF THREADED 2'x4'CONT. PENETRATION OF THREADED O 12'O.C. APPLICABLE 2"MIN. MFA O MIDWIDTH OF WOOD SILL PLATE PLATE- AREA O MIDWIDTH OF WOOD 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY REQ'D. PUT' W/ 1 1/2"Min. PENETRATION OF THREADED AREA INTO WOOD DECK. ♦SEE U ATK1N5 OF USE OF (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) BUDEoN SHEET 19 OX HV WALK—OVER INSTALLATION r O HV WALL SILL INSTALLATION p��iaii.� W�WY WOR WSTAI I ATIGK FLORII)A BUILDING CODE(High Velocity Hurricane Zone 1111 ••- T •• •• ••• • • • • •• ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM IL E C O INC. ••it■S■S■A■ Accordion Shutter System y N.v. eiAOE#1 W/oR W/o H.v.vnrmly BLADE •�• `/! / n American Shutter Systems REv.N. oESCRIPnaR DATE PRAWN BY: M.L TILUT TESTjNG•dU�IJGINEERI�IG C01�{PANY • •• ,•� A$$aaiatian� Inc. 1 OLD 11-193 4/10/1 DOTE: 04/10/15 8]55 N.W.38th.•.,Sts.•03.WN ASMO•15,•ARM•3316 • • •42fi8 West Roads Drive 2 _ Phone (301)871-530.Fax•(3T•)EI 1531 • • • DRAWING No F'••.,•••••_•.•.: • e-rnokotilteca0ao10-0 • • • • *.t Palm Beach, FL 33407 3 F E"005719 9 Who0e: (8.0432-2204 . Fax: (561)209-8380 4 15-080 `rs/Oj�AI� ••�FL�•ti TILU 44 67 ••• • • 5 SHEET P.E�� E'DATE FLORIDA Lic.M 44167 5 17 OF 20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • END INSTALLATIONS nl HV & GA1 HV* BLADES INTO 2"x4" MIN. WOOD STUDS. 2"x4"MIN. - WOOD STUDS. 1/41 CED TH WITH WOOD MIN. (AS APRJG4BLE) \ / ANCEO THR sI UDE sVV • 2"xD MIN.WOOD :^ WOOD STUDS. \ / TECHNOLOGY fIW 9UILDIX 1,4' REO'W. 2"x4"MN.WOOD \\ (AS APPLICABLE) \ / ANC HORS 0 8'O.C. STUDS REO D. 1 1/Y MIN.THREADED FINISH ... PEN 1"INTO STUDS OR FlNI4 L. X W/MIN.1/2'THREADED EXISTING GLASS PENETRATION TO 1/2'COX 'AAaY 'a� / \ PLYWOOD IF NO STUDS EXIST. EXISrNG GLASS XXM �EXISONG GLASS � � \ EXISrNC CLASS E\ I - / \ I 1/2"MIN.COX EO Q\\ '( FN SEPARAl10H PI' NN SEPARATION MN SFPHN110N NR SEPIMTION stitiT�ON s�¢r =?f.•-moi - 1�•PLYWOOD. ..^'.' -3C. ,:.% TO aAss(SEE m(iAss(SEE 1/2'MIN.CDX �m�.E Gxr v¢r 11 FOR TAALE IDAD 1/16'x3' WALL SCHEDULE ON SHEET w'na�.-.�'K 1c "+•. SCHEDULE �(iON SHEET PLYWOOD. t 2•� 11 O flIOE®MD ON SHEET 19 FOR (6063-T6)CONT.E• FINISH 1/2'MN.COX 11 FOR BLADE OAND OE/SHEET 19 FOR / W STUFFY 19 FOR EUA ES O B 0 ALUM.CLOSER PLYWOOD. CN SfEf 18 FCR WALL RAGES 0 a:® 1 2'MIN. PLATE.(LOCATE i/2• HAP60@ Q'� FW ISN u AT EIRIERF4O)SIDE NIN L " fb/�RrialLp llt/°'C-Y OWuur°ai ur AxgE _ - _ feow-m nlm)u 016 OC. S.N.S. JINN/2'S.N.S. alb O.C. 4 i_rmN MW_, 1FnvnF'aWG 1Eara.oar m IMnfll u+aMlls 5 4 llnr-vE.'T'tml n`mc orpp 7 SII OCTAL X FON.RWJ i SIDE CONNECTION SEE OETALL X FOR I OR®� TO TRACKS SFE DETAIL X FOR 4 e• e 1 SIDE CONNECTION ®w�v©.Q7 v®�+�v SIDE CONNECTION TRACKS ®® ©0-8-0- �•®v©'�©•®w TO TRACKS ®v •Q7•�6 10.®v 1 TO TRACKS END CONNECTION DETAIL END CONNECTION DETAIL© END CONNECTION DETAIL® END CONNECTION DETAIL�9 FXISONr 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- msYNG GLASS 1/41 TAPCON WITH 1/4'0 TMCON WITH --QASS ADVANCED THREADFORM ADVANCED-READ HIM TECHNOLOGY GW DUIlDO( TECHNOLOGY ITW RGNLOEY )— 2'z4'MIN.WOW ANCHORS W'/1 1/2"MIN. ANCHORS W/1 1/2'MIN. THREADED PENETRATION THREADED PENEOtATION )!10x1/2"S.Ms. MN.SEPARATION ♦ SEE LIMITATIONS OF USE OF MN SFPAPIUM STUDS REQ'O. INTO STUDS 6 12'O.C. INTO STUDS 6 12.O.C. 616 O.C. TO GLASS(SEP BLADE ON SHEET 19 To GLASS(SEE 1/2'MN. 6lCE0U(E ON STEI:TT SHEET 4 1 ESAVE OMD 11 FOR SFEE]E 19 FOR aAH( eO ; 5 vnEsO:© ------ ---- 1/2•MIN - - -- - D B OR®OROOR OR OR ORO NC 2'MIN. M. -- Q R 5 < 10 OR 4 4 v: B OR®OR OR / ORI ORI " w�w©•07 v8Qa10•®w Z. FINISH 2'.4"MIN.WWD 1 OR WNL ®v®w®'�©•® ®v VIEW DS Y 10•®w©•®w©'©w STUREQ'O. FINISH ® PLAN O•®w®•®w®•® O•®v®•®v�`® DETAIL X END CONNECTION DETAIL © END -D AILFLORI r Hi h Velocity Hurricane Zone •_ .... •••• �i9 • a o • • • • • • • ®2015 EASTERN METAL SUPPLY, INC. ��,� , vcErisF' . • • : : ..' BERTHA HVT. Accordion Shutter System ASSA *. ��✓"• H.v ��E7 w/OR w/o Hv.vFtNxrW BLADE ?_•09; $TATr OF ;qty :TILLIT TEST¢IG V.QNGINEESIAG,Cq,ft),IY ••�ry�•T{rrcn Shutter Systems REV.N° DESCRIPTION DATE DRAWN BY; M.L i� V. ASSCclatlon, Inc. 1 OLD 11-193 4/10/1 DATE 04/10/15 8155 N.W.36N. Ste. VRCINU ORDS 331 •.•/E• Q ,t•�., •0 • • 64268 West Roads Drive 2 _ Ph—:W587s3o.i°x�(3({�e71-ys31 • • • „? DRAWING No o3u I • VjrA Palrn 8eoch, FL 33407 3 sS/p�A��r,•' ° " E-' 0-'719�m• PTpI e: (8005432-2204 . Fax: (561)209-8380 15-080 ,,. ••*ALTER Jr.PE. o•a 1 P.E.SEAL/SIGNATURE/DATE FLORIDA Uc.Y 44167 s SHEET 6 18 OF 20 006 • • • • 066 • • • • • • • • • • • • • as a6 • • • as •a 060 • • • 066 • • • GFNE'RAL HWATIONS ANQ CONDRIONS OF USE FOR BERTHA RD 1111 51IMER wo ®.® �A 1.MAX.A.S.D.DESIGN PRESSURE RATING +110,- 110 p.s.f. A G (yp 2.MAX.SHllT717t SPAN:96'. 3.ALLOWED MOUNTINGS:A D.G k H ON SHEETS 6.7:AS WELL AS MOUNTINGS M.0,T.U h W ON SHEETS 16 A:17. OV ED s � OF OUT, CMUST BE ENTIN A IN ERM47E51NCLUDED(OR AT FaTERfOR ACCESS O' WOP�NO O®®� 'Cla" 5.CJ 16 a (3'•AHOLES)INDOW BLADE(B FOR(B PER SLADE AT ONLY ALLOW A_SPACINGS SHOWN ONUSHEET 40PENINGS TYP.EA.ENO (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE O OF ANY 3'6 HOLE FOR 44 SHALL 6E 12'. MAx_5 W71DOY5 ALLOWED AT HV (C) O 1A BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BIADE© m WINDOW BLADE (D)HV WINDOW BLADE 9 MUST BE USED ALTERNATE TO A SOLID HV&.ADE 1O THROUGHOUT SHUTTER'S WIDTH. ` (E)CE A HV T6 SHALL ALWAYS BE INSTALLED ADJACENT TO A SOL BLADE 1 AT ERHER SIDE OF THEM. L'q% (F)POLYCARBONATE HV WINDOW BEING SHALL BE INSTALLED SO THS TABS FACE §[ THE INTERIOR OF THE OPENING PROTECTED. IN WINDOW(44)MUSE BE SEE END ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVI D HY AS54 CONNECTION 1 ING DETAILS OEI SHEETS W FULL HEIGHT liESt 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME P 1 ® a BULDINON SHFET 15.15 LIMfTED DY SPAN AND DESIGN LOAD(SEE NOTES 53 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED S? CONCRETE O CONCRETE BLOCK WALL ON SHEETS 12 S 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 @ 2 ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE: (SEE PLAN FOR REQUIREMENTS) SHUTTER SPAN MINIMUM SEPARATION TO GLASS D H TYP TOP$BOTTOM W 1 a8®a6�6 ' ]� 14.11 WI 96 Maz. 5• ELEVATION MN SEPARATION TO GLASS SEDSHEMM ON SHEET 12 FOR B.00Em EXISTING AND ON THS SKEET FOR BLADES(D 6 —�� ------_-__�__-- ---� -------- 4 --------------- -------- —,'� —�\-- 5 ffG P. w/o (s�NOTE+ABOVE) PLAN TYPICAL n HV BLADE WORKING IN UNIS©N"VT4-HV WINDOW BLADE SHUTTER* \��---- �11 •• 000 • • • • • •• R D IN Hi h VelocityHurricane Zone P ©2015 EASTERN METAL SUPPLY, INC. : �eNSF •• 4. BERTHA HVTM 3: J �IL ECO i■�. ••�■.�■�■�■ Accordion Shutter System / H.V. aanE#1 w/OR w/o RV.NttHlU11 MADE A� American Shutter Systems REV.Ne DESCRIPTION ORAE DRAWN BY: M.L. ) 1 TILLIT TEST NG 8• NGINEERu1G COMPANY f OQQ.r�•? • • ••�SSOelation, Inc. 1 OLD 11-19334/10/15DATE: 04/10/13 O�A,••l0l1 8335 N.A.36M. t.,Sta•TO,V62GINU �LOWi4 3316 • • • • 4268 West Roads Drive 2 Phone (3 )871 530.Fax (3 )87,-1531 • • DRAWING No sS�O �— uKecgqppoao�om ast Palm Beach, FL 33407 3 • e o00C/19 • •• • jphVe: (F�1�1432-2204 . Fax: (561)209-8380 4 15-080 .N^' • wet o A•TILLIT J�PE• P.E.SEAL/SIGNATURE/DATE •••rLORISA Ls.M 4416 ••• • • s SHEET 6 19 OF 20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' INSTALLATIONS WZ n HV BLADE & HV CENTERMATES �1 2.°° Max. REQUIRED MINIMUM%0.035'THICK !.:VARIES-.�I _ Mln.AS1H2A-653 GRADE w ;3:•Mpx.r,. 7IC NO^l(-HI-083• g L Min.G-60 CALV.STE0. 0' 43b INTO METAL STUD WALLS KETAL SNOS AT 16.O.C. I — ®6. 1/4"e NOMINAL O.C. 40 41 43a tw- W W J 1/2 4r7sI" 3 * GENERAL UM ONS AN ALU oIINUM ALLOY 1 SYSTEM INSTALLATION BERTHA 1 �HV BLADE ACCORDION SHUTTER flEOUIRED MINIMUM I M.^. 43a _ 1INSTALLATION TO METAL STUD WALLS 1 3/4-x 6 1/4•x 0.035•THICK Min-l 43c •s'o.c.^. I SEPARATION TO GLASS SCHEDUIF N 3.000' CONT.GALV.STEEL TRACK CHANNEL.1 ASTM A-653 CfTADE w Min.C-60 I• 6-D.C. 39 z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. GALVANRED FASTENED TO 162 I EXISTING FINISH 1 y MINIMUM W/(2)jex1/Y TEK SCREWS ON 1 INTERIOR 8 EXTERIOR FACE ; 2. MAX. SHUTTER SPAN: 84" SEPARATION a3c LENGTH + 1" i MIN.SEPARATION TO GLASS EXISTING GLASS-1 TO GLASS v-1 3. ALLOWED MOUNTING:(q ON THIS SHEET. 3 1/4" 43 1/4"0-20X3" BOLT (SEE SCHEDULE) (>YP) a 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 3c I- EXISTING FINISHxa I AS APPUCABLE a WITH 21 AR GED A SYMMETRICAL LAYOUT. REQUIRED MINIMUM I O 6"O.C. 1 �j373- 1 3/4•.6 1/4•.0.035•THICK Min_l USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE x, CONT.GALV.STEEL TRACK CHANNEL.I 43c 43a , INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF .Dso" ASTM A-653 GRADE+0 Min.G-60 In GPLVAMZED FASTENEO TO STUDS I 0 6'O.C. CENTERMATE. W/(2)86x1/2•TEKSCREWS ON INTERIOR&EXTERIOR FADE 1" N 1/4"0-20 THREADS Min * BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43 1 " co"UcnoN 1/2' 12 38 CENTERMATE 21 APPLICATION WITH BLADE tO PRODUCTS FAB—LOK HD REQUIRED MINIMUM w 1 :� � `;- 436 6•x 11/2"x 0.0 "THICK . .,_ •.VARIeS ® 6. G.C. COMPONENTS NTn.ASTM A-653 GRADE w Min.G-60 GALV.STEEL 1 MS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" METAL STUDS AT 16.O.C. VA (TYP.TOP&BOTTOM) ____ 1.3/4"x 6 1/4•x 0.035 THICK Min. EXISTING GLASS – – – ASTM A 653 GRADE 40 Min. 60 .. – GALVANIZED FASTENED TO STUDS SYMMETRYCAL ' I ; ' SYMMETRYCAL ; SEPARATION,— ; W/(2)}6z1/2"TEK SCREWS ON 430 436 43c I I I t MIN. AVARIES I INTERIOR h EXTERIOR FACE ' CENTERMATES-W/ CENTERMATES W/ a (SEE SCHEDULE) Max ,. . : . .... .. :..... .. I 1 .. ., I. EXTERIOR ACCESS SIDE NTERIOR ACCESS SIDE .. :~ ----------- ----------- -------- 3 MRl SEPARATK114 TO T3ASe 4 /I 1DE I TKTI TO DWJL I N I N W/1N90E LOCX(sE SOF.DAQ 6" .n. w/OUTSIDE LOCK(SEE SCIEltb ---- ---- - a ------- ---- 2 --------------------- ------ - ---------------- ------------ ---------------- - ---- --- - --= 2)42 FEI 1 21 + - + 21 21 t 2 LOCATED AT 2 -__--- HV HEADER/SILL ENDS [VIEW Y ----------VV ; _______ _ __ _ _ _ _ -_______ - _-____-- _—__-- _____ ______-_ 4 2 / ) 3 (6"Min.) 24 SIDE CONNECTION TO TRACK 3 1 4• (Typ. 6 1/2"(Typ.) 7" 7" 6 1/2" MAX. SLACK ** (Cont.) HVB �f�IllAiiiiii D SLA,' DEWL.WVF. • • HVL • •• FLOR IA BUILDING AHi h Velocity Hurricane Zone �� `` ✓ • • •• • • • • • 0 2015 EASTERN METAL SUPPLY, INC. 0 . a BERTHA HVTM 3 C O�N�� • ••A■S■S.A. Accordion Shutter System f p1 H.V. B-ME 11 W/OR W/O H.V.WINDOW BLADE ;t � cc American Shutter Systems REV.NO DESCRIPTION DATE DRAWN By. MA_ �A•� ,••� TILL] TESTING��t�x NGINEER NG CO PANY • •••4sSOCIatIOn, IOC. 1 OLE)11-193 /10/1 OATS 04/10/15 – -* 8753 N.W.3618 Sta 3 NR01�( ).�371 COQ ?? • • • 4268 West Roads Drive 2 Phana ( )871-530.Fax 6 1 1 • • DRAWING NO tiltrc•a est Palm Beach, FL 33407 3 .... t • mai �Q Tg m• •• • •.,h(1e: (f;W432-2204 . Fax: (561)209-8380 4 .A-980 CSSIONP+L • WAL RLLRC7 JIB P.E.• •T" P.E SPAL/SIGNATURE/DATE •••RDRIPA.Lic.111 441& 090 • • 5 SHEET 6 20 OF 20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I L ECO INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0415.02 DATE: April 15, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions •••••• 4141.... 4141 4141.. PRODUCT NAME: Bertha H.V. Accordion Shutter Systea%0 0 9 0041. 00.000 HV Blade 1 W/or W/O HV Window Wade- • 414141414141 4141.. 41 SUBMITTED BY: American Shutter Systems.Associatidrt,*Mc. •' ". (ASSA) 000000 4141.. 41!414141 4268 Westroads Drive 4141 .• .••. 4141.... ::0::0 . • West Palm Beach, Florida33407 0.00:0 4141.... 1. PURPOSE OF EVALUATION: 4141 4141. This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID #" 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 15-080, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/ or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 4/1,$J&rff flA►�wing is an integral part of this Evaluation Report. �w+f�P: 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone',°(30 ��- (4ax: (305} 871-1531 PRODUCT EVALUATION REPORT NO.15-0415.02 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12120/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2903; signed• •••••• and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11OM-223, fid•. •. 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM•V$,•as welrty •""' Reports # 10FM-718, dated June 22, 2010, and Report # 11CM-233, daftetr0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 • • .... .. .. ..... ...... .... ..... Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sMed'by Hbivy-' ...... Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealeJe6y Julio G. •o Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade:3 14akel.f�or,. ••••.• Keystone mountings. :....: For HV Window Blade 1A •�� Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.5.3 Test reports prepared by American Testing Lab of South Florida, report # 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report#8GM-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply Inc. to approved #9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) prope tip"'11' i ZAP Vol PRODUCT EVALUATION REPORT NO.15-041S.02 3 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tilsit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E 1886 and ASTM E 1996, as well as Protocol TAS.201 ( for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: • Accordion Shutter System has been verified to sustain wind pressures. ••Maxin:J[V** .•..:. Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of QO a; projeet!•. •• Evaluation Document (P.E.D.), Drawing No. 15-080 at detail °M" ort•S"t 7 (fON• •••••• Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of W*8f Product• :....: Evaluation Document(P,E.D.) , Drawing No. 15-080. Maximum shutter Spy aid anoho.•� ��•••' spacing for Window Blade 1A shall be as indicated on sheet 19 of drawing jN9j5-080,••• ••;••• .. .. .... ...... 5, INSTALLATION: '••••• • e defeile:• For HV Blade 1 Shall be performed strictly in accordance wif th indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of !Moot Prodyrt ;••••; Evaluation Document (P.E.D.), drawing No. 15-080. Minimum separation td.: glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of drawing No. •15-080. Minimum separation to glass shall be as indicated on sheet 19 of drawing No. 15-080 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E_D�,jji .�,No. 15-080 TILUT4A C FLflR�O�'•��,4+t '�'~•••ori- •Ire,`,�,'t 4 PRODUCT EVALUATION REPORT NO. 15-0415.02 4 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV1 USED in unison with blade HV1A shall bQ as. per sheet 19 of 20 of drawing No. 15-080. •••••• ...... .... ...... .... .. .. ..... Product Evaluation Report prepared by Walter A. Tillits Jr.,•PsE:(Florida% ••�••� License No. 44167), President of Tilteco, Inc. (Florida E13-000671191.0. " 0 :00000 . . . . ...... ....:0 . . ...... W A9 FLOR0P �.t: ION' t ' 10/23/2017 Florida Building Code Online BCIS Home I Log In User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications FBC Staff ' BCIS Site Map I Links I Search F nda Product Approval - a a r Q�USER:Public User S spa prt_x;s, Product Approval Menu>Product or Aoolication Search>Application List>Application Detail a. • a FL# FL15210-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived J Product Manufacturer Plastpro Inc./Nanya Plastics Corp. :••••• • • • 9999•• Address/Phone/Email 5200 W CENTURY BLVD. • • • • LOS ANGELES,CA 90045 '• ' •••••• • (440) 969-9773 Ext 16 •••••• •'•• "�'• rickw@rwbldgconsultants.com •••:•• • • • 9999•• Authorized Signature Vivian Wright 9999 '• " ";•'. rickw@rwbidgconsultants.com 900000 9900 0.000 0 9 • • •9 •• •999 •99••• Technical Representative Scott Johnson ;•';'; • '• Address/Phone/Email 5200 W Century Blvd. • ;••.:• •••••• Los Angeles,CA 90045 • • • ' ' (440)969-9773 Ext 18 '••• i ••• • i •• scottjohnson@plastproinc.com '•; Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,,� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. a Validation Checklist- Hardcopy Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 1/4 T ' 10/23/2017 Florida Building Code Online G 155 2005 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Eouiv Equivalency Of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Date Revised 08/13/2017 Summary of Products '••"' Model,Number or Name Description " ' •""• �• 15210. a. Smooth Wood Grain/White Wood 6'8"Impact"Opaque Fibewlais;sS ngle Door-� Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) ••••• Fiberglass Door ""• .' Limits of Use Installation Instructions • Approved for use in HVHZ:Yes FL15210 R5 II Inst 152f(fl odd • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Scllfiidt'P.E.434090*'• ""; Impact Resistant: Yes Created by Independent Thiref•Patty: Yes • • Design Pressure: N/A Evaluation Reports ; ' : • • ••••: Other: See INST 15210.1 for Design Pressure Ratings,any FL15210 R5 AE Eval 1521 % 0,1. df •••• additional use limitations, installation instructions and product Created by Independent ird•Pauty: Yes :•••• particulars. " ' "'• 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO -Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO -Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing Grain/Rustic/Mahogany Series O (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.4.13df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO -Configurations) https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZIQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d°/`3d 2/4 S ' 10/23/2017 Florida Building Code Online Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door ;••.:• Limits of Use Installation Instruction%�• � •��• •� Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.7.odf • • • Approved for use outside HVHZ:Yes Verified By: Lyndon F. ScR IC,'19'.E.4340 ... ••• Impact Resistant:Yes Created by Independent?Mitl•Fbtty: Yes • • Design Pressure: N/A Evaluation Reports •••• • • • Other: See INST 15210.7 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210_7-.odf ••••�; ••••• additional use limitations, installation instructions and product Created by Independent Third Party: Yes • particulars. •�;••; •�•••• •��•• 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiber jgsS'V tgle Door with Sidelite or •• Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or XO; 0400 -Ccnfi9urEtions) ••••• Fiberglass Door . . • • Limits of Use Installation Instructions•• • ••' • • Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.8.odf •• Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door-Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing (OX or XO; OXO -Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 3/4 10/23/2017 Florida Building Code Online Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series O -Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.13.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports :00*:* Other: See INST 15210.13 for Design Pressure Ratings, any FL15210 R5 AE Eval 15 10. 3.Pasdf • ••••; additional use limitations, installation instructions and product Created by Independent hind ty: Yes •••• • particulars. 000000 •0000• ••••i 15210.14 n. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fibergla�j pouble Door witl�Surfact%%"f Grain/Rustic/Mahogany Series O on Active Door panel -Oubswing (i(X-Cosiftgji�ralNon) Fiberglass Door •• • • • • i•• Limits of Use Installation Instructions.* • • • • 0000 ••••� Approved for use in HVHZ:Yes FL15210 R5 II Inst 1521•0.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. ScIrMt,•�E.43409 • ••1 Impact Resistant:Yes Created by Independent Third Party: Yest• t•• •••• Design Pressure: N/A Evaluation Reports . • • • Other: See INST 15210.14 for Design Pressure Ratings, any FL15210 R5 AE Eval 152"" 14.Ct ff ••• • t••••t additional use limitations, installation instructions and product Created by Independent Third Party: Yes • • particulars. •• 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERTT" an operational window insert-Outswing (X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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Product Approval Accepts: e0hack Credit Card Safe I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRCFPqu8gbCq p%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 4/4 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certificate of Independence 0000.. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acgaire;fmaninl'ttrtprest •, in the company manufacturing or distributing the product or in any other entityiti"Ned in tiff"• 0#00:0 approval process of the product named in the accompanying Florida Product AppfdJal. 0 :0 00 0: .0.0 0 0 0000000 .. .. 0000. 0 0.. 0000 0000. i . 0 LJ/ .. 0000 00.0.0 0000.. 00 . 0 0 . 0 0..000 Lyndon F. Schmidt,P.E. 0 0 .0 0 0 0 0 FL No.434 4) • 0.0. ; • • April 1,2015 00 R:\Admin Docs\FBC Templates\Certificate of Independence.doc Sheet 1 of I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 April 23, 2015 To Whom It May Concern: FL-15210 Equivalency of Standards ...... .... ...... ASTM D 635-98 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTIvi X1635-9-.o tt lias o s e o e been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants,Inc.that ASTM 49 635-98 i�••� ••:•• equivalent to ASTM D 635-06, which is the reference standard and year that has been adopted�by the 5-'£�'ition 9000:0 (2014) Florida Building Code. ' . . . . ...... ASTM E 84-05 Equivalent to ASTM E 84-09 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc.that ASTM E 84-05 is equivalent to ASTM E 84-09, which is the reference standard and year that has been adopted by the 51h Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc.that ASTM G 26-95 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 5" Edition(2014) Florida Building Code. a��yy�sat6®ris,�,y4-0, 7.21` Pio 43409 o Lyndon F. Schmidt, P.E. FL No. 43409 p ° 64U Z CA No. 981' o -�♦°°;� °°° Inst ��- 37.50"MAX.OVERALL ' n 0 ppro FRAME WIDTH N: z' 5200 W. CENTURY BLVD. `� N M LOS ANGELES CA 90045 "' ��` >> Smooth / Wood Grain / White Wood Grain � rr �'�`� °"mz ® ® l Rustic /Mahogany g E� 9 m ` v°� o a Series O Fiberglass Door ° Z V a m a INSWING/OUTS WING 3 0 Z y 0 C J "IMPACT' ° s GENERAL NOTES o �z 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code w C. o (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). < < X z o o 0 L 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material < a g g shall be beyond wall dressing or stucco. > j 5 w w w 5 O ° am_ ¢k, 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not b uI o a N require an impact resistant covering. aOcoo K a 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies with ° Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets m E missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. m 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry a g construction. ry NN 6. Site conditions that deviate from the details of this drang require further engineering analysis by a licensed o wi engineer or registered architect. o � 7. Outswing configurations meet water infiltration requirements for"HVHZ!'. All other configurations do not meet the water infiltration requirements for the"HVHT'and must be installed only in non-habitable areas or a a at habitable locations protected by an overhang or canopy such that the angle between the edge of j canopy or overhang to sill is less than 45 degrees. - $' MAX. DESIGN PRESSURE(PSF) u w i TABLE OF CONTENTS ••• •• OVIfig• i 4AMI• a o SHEETS DESCRIPTION • • •• • G 2) N$12N POSITIVE NEGATIVE z 1 Typical elevation,design pressures,&general notes J7 .50" • • • • • • • • • •• 2 Door panel details •• ••• • • • •• Z 3 Horizontal cross section PNSWIt1G x +75.0 -75.0 DATE-02116112 i 4 Vertical cross sections srniE: N.T.S. 5 3-point lock details 37.50DWG.BY. JK m 0 6 3-point lock details • • Sl Ar. •X• • •+75.0 -75.0 CHK.sr: LFS 3 7 Buck and frame anchoring • • • e_ g1,Tg B Com Hants • • • ' DRAWING NO.: N Po FL-15210.1 9 em of materials • •• 9ee•heet o �SR}ra piessiJLt�limitatiq_,__—ns SHEET_L OF 9 N V K • •• •• e • •• •• ••• • • ••• • • EXTERIOR 2.8" �`��• * '''�1:= N 041 a' > V; z >�m /ll*111\ O M—OD- UN •• � O INTERIOR ^ $ E m z m° o v TOP RAIL CAP(PVC) LATCH STILE(LVL) "p u a o a 9 HINGE STILE(LVL) CAP(PVC) (COMP.) pa ^ m a a € w • 1 HORIZONTAL CROSS SECTION e o Z 2 cw V N 35.75'MAX O.A. o Ln WIDTH o (¢ v o0 0 0 q D ay � w gm o SU w d S a On o a o U aE3 El _ o• ' ' p O F Q Q Z o b-_ O HARDWARE TABLE a a o INTERIOR EXTERIOR Y} •o MAX'.DESIGN �p� :n MANUFACTURER MODEL a PRESSURE S E w KNOB: SIGNATURE SERIES m = KWIKSET DEADBOLT: SIGNATURE SERIES(980) ±75 FOAM CORE 4 (POLYURETHANE- a t SCHIAGE KNOB: "F"SERIES(FSI) + 1.9 PCF MIN.) N xg DEADBOLT: "B"SERIES(B60/62) 75 In i 2 X o Z o n PAMEX SEE HARDWARE TABLE LEVER: FL3B SERIES + = CO o DEADBOLT: FD7 SERIES 75 4. E, o � HOPPE MULTI-POINT LOCK: 3-POINT TONGUE ±50 FIBERGLASS SKIN n a a SEE HARDWARE TABLE (0.125'MIN.THK.) a J a W 6 F MULTI-POINT LOCK: TRILENNIUM"3000"SERIES ±7S m See sheets 5 and 6 for mto ••• • • • • • ••ulti point lock details. • • • • • • • • • o m • •• • • • • ••• • BOTTOM RAIL •• ••• •• • • • •• (COMP.) i z a Z DATE:02/16112 SCALE N.T.S. d DOOR PANEL DWG.Br: JK m 40 Plostpro • ••• • • •• o Fiberglass • • • • • • ••• •• 2 VERTICAL CROSS SECTION CHK.BY: LFS 3 g`. • • • • • • • • 2 DRAWING NO.: • •• • • • • • •• FL-15210.1 ••• • • ••• • • o N SHEET_L OF.-2- 6:o F9••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-1/4"MIN. 1 2 EMB.(TYP.( Q, / W pa z M E3 Jj b Omi lll•illi\ `` O a m 0 V a 0.z M INTERIOR ° t Em z m° o v gtg 9 �W ma(L� w ® d 1 2 E 0z W 3 p JTd 3 ° ° 3 � 0 °p ° Oc W C c) ?O � m ° ° �(n U q ° KN> or EXTERIOR H p 5 W N Q s E 4 D 27 ° o m z E 1-1/4"MIN. off D 2 1 34 5 EMB.(TYP.) o 0 0 o x a BC 4 4 4 r31 HORIZONTAL CROSS SECTION 2 1 D a as $ 3 Shown w/1 X sub-buck 0.15' B pc m 0.15' MINK C o E . C'SINK (TYP.) c (TYP.( m ° ° L INTERIOR N ° a ° INTERIOR a z > w O .. 40 G 40 7 ° o � p a ° 6 r ° 4. LJN Z `o ' • •• • • • • Z °° L 11 • • • • • • • • • ° JZ w •• ••• •• • • • •• a p OA E:02116112 u q EXTERIOR EXTERIOR 27 58 suE: N.T.S. ° E owc.sr: JK m • 6:0 `•• ••• 2•HORIZONTAL CROSS SECTION CHK.e: LFS 3 F5 ' 1 HORIZONTAL CROSS SECTION • • • • • 1-114-MIN. $ Outswing shown-insw ng • • • • • • 3 tswi shown-inswing DRAWING N0: N EMB.(TYP.( also approved • •• • • • • o ap roved FL-15210.1 C ••• • • ••• • • SHEET 3 OF 9 N V ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ° °p ° ° ° ° E Z <•`¢¢�� p �4 'i �'•. ••ol.Z A C f '��g M0 r N� To m o D B zd m aN ..z ^W o Z 8z cO1 m cw C L 1 2 I N g -3 q 40 a m a o. 7 G as • =z° 40 EXTERIOR INTERIOR ra Y. h Z a: N 7 1 2 EXTERIOR INTERIOR 0 2 VERTICAL CROSS SECTION o W EXTERIOR INTERIOR 4 shown w/tx sub buck z o v) Nrn O 0 1 VERTICAL CROSS SECTION Lo cD q Outswing shown-inswing 3 w s also approved 8 40 a m Q v zn o > 29 o I �m & 'v m EXTERIOR INTERIOR JR, EXTERIOR INTERIOR n d 40 d d a - ° a e d .- d v N N Z , 30 31 32 33 34 5 VERTICAL CROSS SECTION _ o q Shown w/ADA threshold 8 36 37 R a 38 a 0 oo a j u E Yi s p h N E W ' ° p • • • • • • • • t ° v d p j e e ° ° • •• • • •d • •• v •e ° ° ° a v O ° p° • • • • • • • d v n < Z o 2 ° •• *66 •• < • • • •• d v v a a DATE 02/16/12 i sc&E: N.T.S. ° 3 VERTICAL CROSS SECTION q outswng confirgurafion 4 V TICAL CROSS SECTION MO.BY: JK m • ••• • • a • • • • • • 4 awing configuration CHK.BY:DPAMNNO, LFS 3 • • • • • • •• • G tt d • • • • • • • • N • •• • • • • • •• FL-15210.1 a ••• • • ••• • • SHEET ¢ OF 9 N V ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A . ••• ,•(�ii N �Q'•• 1rYN N; d m ✓ -y U lV •:J Z.1 0 o Vy g�� m0W v n g 9 o 0ma 0 d .* m aa� (v( a a E az SRt 0 c v 0 d 3`a $ (� 2X BUCK 5g N o o j� in Q 0 1X BUCK H In!y Of Q oQ zo 0 m y �� a J 0 o` 2.17" 23 too w u m W vI Z 6 x am- o v a a V O I a HOPPE MULTI-POINT LOCKSEi = 2$ o O p $2 3Point"tongue" 0 2X BUCK $g < eo I a a 1_ I BUCK H y> o �m ,o A � g ® 2X BUCK $$ N = 1X BUCK H 23 0 0 > O ED o � x T z o a E 1 CR d a ® Q i x ed Q N f $ • •• • • • • •• rn Fw- Q • • • • • • • • STRIKE JAMB �o ° •• • •-4 cli • ••• • p 0 a DATE:02/16/12 i z O O SCALE: N.T.S. • ••• • • ••• DWG.ar: n MULTI-POINT STRIKE PLATE • • • • 000 • • • CHK.BY. LFS 3 23 �1LAT�1►AND YEADBOL7�STRIKE7 E • • • DPAWING NO.: r •Tr—r • • • • FL-15210.1 n gue systeW• • • • • • •• MANUAL RAISED TONGUE GEAR SYSTEM ••• • ••• • • ° SHEET S OF 9 N u ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • Z o` .6 "till 11\ z O m O o n z b U N -: 55 o Kz°1 ap n d s p 21- v) m a.a- 05 � s � • =o z° yE Q 3 cw 3`d a D � J b O Oa m Ng mU O � d m N o U � � O � O 0 O K Q a a O �m E � in _ ry N 57 N a w Z > 60 0 0 2 o Of d � b o $ 2x BUCK 58 a ti � � z Lo F O • • • • • • • • •oM O • •• • • • • ••• • O z F • • • • • Z ❑ w ••• •••• •••• • • • •• z DAM 02116112 i p SCALE: N.T.S. ° Dwc.BY: JK m • ••• • • • ••• W&F Trilennium 3000 SERIES STRIPE JAMB DETAIL CHK.e+: LFS DRAWING NO.: FL-15210.1 3 pt.Lock • �• •• i �• N ••• • • ••• • • SHEET 6 OF 9 N V ••• • • • • 6:8•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4" ............. (TYP.) 6 =9OC• �� n i\y 'Al ~1 �i��••'''•.... �C;\\� j ami n: — ''��Eft•1 1111\III` z O ao o ` SEE HINGE L 2X BUCK e, h °o N c z _ D TYP.HEAD DETAIL(TYP.) G 1X BUCK �,tv g t o o x w &JAMBS a J` z m o 9 7TTYP.HEAD — o a N M 4 t MASONRY MASONRY &JAMBS a �< m\a OPENING OPENING E o z L� o v C W o 'fid FRAME z a of U O O = 2X BUCK—\, o ?o oti 2X BUCK m Q o V ��m 6 l? a as 0 03 z —0 ' ADA SILL S Q m ONLY a a 0 �m E m -i. 1 4 LJL N N N BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB o o Masonry construction F o � R CONCRETE ANCHOR NOTES: R 1.Concrete anchor locations at the comers may be adjusted to maintain the min. n edge distance to mortarjoints. 1 X BUCK H a < 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 9 z maintain the min.edge distance to mortarjoints,additional concrete anchors 2X BUCK L _h m $ may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. z 28 {{• I Y*"K• • 1 X BUCKtL 9 a 3.Concrete anchor table: • •43 • • • • • • rn¢ o ANCHOR ANCHOR MIN. MIN.CLEARANCE MAONRy MIN.CLEARANCE 2X BUCK 58 S8 �t:K••• • • • • 2X BUCK F TYPE SITE EMBEDMENT EDGE ANCHOR- • • • • • • ^z o° W - -- •• ••• •• • • •• ITN ® 4" 1X BUCK M w�:02116/12 i TAPCON /" ❑ $g 2X BUCK 11 ELCO SCALE: N.7.S. 9 1.14" t" 4" 27 ULTRACON BUCK • • • fle•• DWG.Err: JK m a TW ® 3/16" 1.1/4" 3' 1.1/2' cNx.er: LFS • • • • • • n TAPCON • • • • 1 E D AIL 3 r,WOOD SCREW INSTALLATION NOTES: LATCH B DEADWIT DETAIL • • • • • • SWInQ HINGE DETAIL DRAWING N Maintain a minimum 5/8"ed a distance,I"and distance,S r'o.c.spacing of • • • • • • •• FL-15210.1 g as g ••• • • ••• • • Outsw ng N wood screws to prevent the splitting of wood. sNcer_L of 9 u 6:6 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.56" - 4.6" In • 7 �4.56" �{ o _2./�••� � J�ti n N = Q;•�O: o m In z dm o On z U N •; �1 OLRSWING THRESHOLD 34 OUISWING THRESHOLD POLY FIBER JAMB r� a Ern i m c a0 �� DLP(COS,) Columbia High Dam(S81) Plas o g L CW aNg 'maco `a� W 4.56" �{ Ea o 8 �W oz 4.68" 3`d LL o: 47 a to Cli zo z z gO fflNG THRESHOLD 31 OUT8WING THRESHOLD 2 WOOD JAMB a N> o �� DLP(QOSH) Columbia(515) N f 6 amN o v H F o a p F .`0 0 v a a o 5.67' 5.63" oo. 2.088 Y y 4 '°O 0.57' H- N N N x p Z = OUf'WING THRESHOLD INSWING THRESHOLD WEATHERSTRIP w o ��DOOR BOTTOM SWEEP N 33 Endura(I-Series) 38 Cdumbia Endura Force 5 ° N o Qf b o n � ti 4.56" — �{ z a � � PE650 ,� m 5.625' w F • • • • • • 4.j6" o o U? • •• • • • • ••• s zo • • • • 0 U a DATE:02116112 z SCALE: N.T.S. ° d ADA ESHOID owc.�^ JK m INSWING THRESHOLD 37 INSWING THRESHOLD • ••• • a 3° Endura(Z-Series) DLP(ISCS) 9 DLP • CHK.BY. BYDRAWING LFS i • • • • • • • • • • N s • •• • • • • • •• FL-15210.1 ••• • • ••• • • a SHEET S OF J N U f ••• • • • • 0:8 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS L; n =S5°� ITEM 0 DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD 0:..15 c �= rci p` oa B 2X BUCK SG>=0.55 WOOD '�'�•. °o M ' n IM SPACE D 1/4"X 2 3/4H FH ELCO OR ITW CONCRETE SCREW STEEL '' ��i ��` o m Z E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE I T II I I U N •; 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 9 i 0 z v G 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL `� 8=g 9 m 0. 0 0. H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL a 0 s I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 6 L #8 X 2-1/7'PFH WOOD SCREW STEEL o? M #8 X 1-1/7'PFH WOOD SCREW STEEL a 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM J 8 DOOR BOTTOM SWEEP VINYL o g 9 4"X 4"BUTT HINGE STEEL z o w 11 #9 X 3/4"PFH WOOD SCREW STEEL ; 0 22 3 POINT"TONGUE'MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL (no o 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL a m N 6 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL F ` m 27 LATCH STRIKE PLATE STEEL o 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL & 29 ADATHRESHOLD ALUM a a 0 30 OUTSWING THRESHOLD ALUM/WOOD m 31 OUTSWING THRESHOLD ALUM/WOOD E 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP a g 34 OUTSWING THRESHOLD ALUM/WOOD o H 36 INSWING THRESHOLD ALUM/COMP ry v7 37 INSWING THRESHOLD ALUM/WOOD o 38 INSWING THRESHOLD ALUM/COMP x N 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 #10X1-1/7'PFHSCREW STEEL 57 BACKING PLATE STEEL Is- 58 #8 X 7'PFH WS STEEL a 60 MULTI-POINT STRIKE PLATE STEEL 8 62 LOCK ASSEMBLY STEEL •• 000 • • • • • •• m a 4 • • • • • • • • • z ti 2 •• 010 •• • • • •• z —02116112 i a SCALE: N.T.S. o DWG.eY: JK m • ••• • • • ••• -' • • • • • • • • • CHK.BY: LFS 3 0 • • • • • • • • DRAWING NO.: g a • • • • • • • • • FL-15210.1 w ••• • • ••• s • 0 SHEEP 9 OF 9 N V • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R W R W Building; Consultants, Inc. B Consulting and Engineering Services I'or the Building Industry C RO.Box 230 Valrico,FL 33595 Phonc 813.659.9197 Florida Board of Professional En¢incers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL-15210.1 r♦ate: April 23,2015 Product Sub Category Manufacturer Product Name Category Plastpro,Inc. Smooth/Wood Grain/White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval proct ass of the prodVA named ••••.. herein. •• • 9696 •' • . Limitations: 9999•• 9999 6 666666 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code.(FQt�6tructural requirement, including the"High Velocity Hurricane Zone". 6966 6 6 :666'; 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base materiA6balj Be beydyl ;j1=dressipg.06 or stucco. 099960 9690 •66•6•9 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does.n'gt u0quire a%gVi1t 669699 resistant covering. •••••• • 4. When used in areas outside of the"HVHZ"requiring wind bonne debris protection this product complies:WOSection 1609.1.2 of the, 00 6 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Whad Zone:Uarmed in, ASTM E 1996 and Section 1609.1.2.2 of the FBC. 0 ..6 : 669 6 ,666'; 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry constructiEe; 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopv such that the angle between the edqe of canopy or overhang to sill is less than 45 deqrees. 8. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Drawing No. Prepared by Signed&Sealed by No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management „y Institute,certifying that Plastpro,Inc.is manufacturing products within a quality �p��a• '�•,� assurance program that complies with ISO/IEC 17020 and Guide 53. eeo {:;. ' �•,, 71 O AI w ap'L Y 4/ 9 Lyndon F.Schmidt,P.E. FL PE No.43409 4/24/2015 Sheet 1 of 1