The URL can be used to link to this page

WS-14-1829Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218293 Permit Number: WS -8-14-1829 Scheduled Inspection Date: November 13, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: BECERRA, JACQUELINE Work Classification: Window/Door Replacement Job Address: 401 NE 94 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: ORONI INC comments REMOVE ALL WINDOWS THROUGHOUT THE HOUSE AND REPLACE WITH IMPACT RESISTANT WINDOWS. ALL EXISTING DOORS TO REMAIN; NEW DOORS NOT INCLUDED IN THIS SCOPE OF WORK. Phone Number Parcel Number 1132060140480 INSPECTOR COMMENTS False Phone: (305)685-0412 November 13, 2014 For Inspections please call: (305)762-4949 Page 11 of 46 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 13, 2014 For Inspections please call: (305)762-4949 Page 11 of 46 O �p_6`tl BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 tO Master Permit No. Ws— f I Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: go I -,t-.ZEer' City: Miami Shores County: Miami Dade Zia• 3313:9 Folio/Parcel#: if - 204 - Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): D,e(2La*t-I u(_ ;3ec "A Phone#: Address: 4o ( Ne q q gro-eer- city: R%p'" l Sy.omLss State: Ha¢t0,0- Zip: 111,38 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: o pmop I , ("e - Phone#: 30S _( g 5 -®q) Z Address: 9L4oj4o 4W & Coutes City: '0 - kie b'q( State: FlolLtpA- Zip: 34148 Qualifier Name: O r -LO NTzo 9 6 Com(OS Phone#: State Certification or Registration #: Certificate of Competency #: _ DESIGNER: Architect/Engineer: A- Phone#: 30'; -GT-S-10 q12. Address: City: State Zip: Value of Work for this Permit: $ S2oG mP� Square/Linear Footage of Work: 9 1 c'1 Type of Work: ❑ Addition ❑ Alteration ❑ New [ 5 Repair eplace ❑ Demolition Description of Work: Elco Ug, A L L. fS,,,/&-Doiu,S -i (LO 069"r 11f er- 114005e A430 KEPblr� i0\1qr IHN�c-r r&5tc>-,a N -r r,�,i,. c,�,5 - 41 C E' Int -K boots- ra zze-%1 PJ ; ry b oma&, S r -►o7- I.&., rkS Sft�( - sae -sem, Specify color of color thru the: Submittal Fee $„ -00 Permit Fee $ 2-30 CCF Scanning Fee $ Radon Fee $ CO/CC $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) - Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2W - P Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe ' n hic{� occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n be ap roe and a reinspection fee will be charged. Signatu OWNER or AGENT The foregoing Instr4ent was acknowledged before me this , day of 4Lt q U -�— 20 , by �!'1 a— who i ersonally known o me or who has produced Jag'Alm'— --ke-Cema as identification and who did take an oath. NOTARY PUBLIC: Sign: Print Seal: APPROVED BY (RevisedO2/24/2014) REBECA M.PASTRANA MY COMMISSION 8 EES72624 EXPIRES: Februay 07,2D17 Signatur CONTRACTOR The foregoing instrument was acknowledged before me this day of ArO 20 I- , by dr�GGJ1�►d �c►�Sta-� , who ' ersonally kno to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: ---------------- Seal: `'' "' REBECAM. PASTRANA MY COMMISSION @ EE872624 EXPIRES: Febramy 07, 2017 WPlans Examiner Structural Review as Zoning Clerk N 14A.. N.o.A. 11 -Illi_ vy (-,Ar gA 0 r �Lt, IN�N�w y(L6-1&SuQf- S dD . v I.R. a.d.P. 0.0.A- 11-144-'0q ti-t11L4.c Mvunal W.O.A 1-4--0615-o5 AUG 21 2014 �,o,p,.!!•alt4. 14.IZ. .O.N. 11-10cif MWS FBRr-SS CorY N.O.A . 11 -,114. 04 1,009 P10540 0 PAD ted M'zedrs. "CL W,c,, , j' --j — (92-9 Miami Shores Village APPROVED " y, . BY DATE ZONING DEPT BLDG DEPT Z SUBJECT TO COMPLIANCE WITH ALL FEDERAL '> STATE AND COUNTY RULES AND REGULATIONS 14.9. N .o.Ia . 1) -1114.09 rAtm s leravo S t�.R. u.o•�. ►c-u1�4.�� ilt ` 0 • • u.oti • r3: v�3L�.oy sees •• • ...... . ...... • •• •e 0 e e.. e s . • •ss• sees 0000•• • • • 0000•• •see0• •0000 so: 000 •000•• • e 0000•• ••ee0• 04/09/2012 - FAO1 Protect Files\ 2010-MPSWOO Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof Tributa Area Ft Height 30 15 20 25 30 tl,-_ . -49.1 -47.9 -47.1 -46.4 -45.9 4 .A 0 -loft +45.3 +44.1 +43.3 +42.6 +42.1 5 -59.2 _50.0 -48.7 -47.9 -47.2 -46.7 ^" lift +46.1 +44.8 +44.0 +43.3 +42.8 " 'S ":4 ! , +43.3 +42.8 +42.3 +41.9 +41.6 -50.7 -495 -48.6 -47.9 -47A -4 . 8 12 ft 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 1.9 -63.5 -51.4 -50.2 -49.3 -48.6 -48.0 +47.4 13 ft +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 -64.3 0 -60.0 +47.4 +46.2 +45.3 +44.6 +44.0 -52.1 -50.8 -49.9 -49.2 -48.7 -48 . 14 ft -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 15 ft +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 +48.6 -52.7 -51A -50.5 -49.8 -49.3 48.8 -48.3 -48.0 -47.6 15 ft -51.4 -50.0 -588 -56.2 -55.5 16 ft +49.2 +47.9 +46.9 +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 .6 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 16 ft -67.2 -64.5 -62.7 2 5 ;0 7.4 -56.7 +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 ft +49.7 1 +48.4 1 +47.4 +46.7 1 +46.1 +45.6 +45.2 1 +44.8 1 +44.5 19 ft -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -495 -49.2 18 ft +49.3 +48.4 +47.6 +47. 6. 1 +45.7 +45.3 20ft -68.4 -65.7 +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 +48.8 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 19 ft +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 20 ft -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 24 ft +51.1 +49.8 +48.8 +48.1 +47.5 +45.3 +46.5 +46.1 +45.8 +51.4 -56.4 -55.0 -54.0 -533 -52.6 -52.1 -51.7 -51.3 -509 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 +50.3 +49.7 +49.1 +48.7 +48.3 -57.2 -55.8 -54.8 -54.1 -535 -52.9 -52.5 -52.1 -51.7 24 ft 28 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -73A -58.0 -56.5 -55.6 -54.8 -54.2 -53.7 -53.2 26 ft +53.5 +52.1 +51.1 +50.3 +49.7 R,a + +52.4 -'58.8 -57.3 -56.3 -55.5 -54.9 - A 1 ! 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 .8 -59.5 -58.0 -57.0 -56.2 -55.6 +49.9 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 �"' +56.6 -60.5 -59.0 -58.0 -57.2 -56.5 -5 . 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 9.9 +55.1 -61.4 -59.9 -58.8 -58.0 -57.4 - 36 ft +56.6 +55.1 +54.1 +53.2 +52.6 -62.5 -61.0 -59.9 -59.1 -58.4 -57 - 401t +57.6 +56.1 +55.1 +54.2 +53.5 , +53.0 +52.5 +52.0 +51.6 a-80.2• +69. -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 45 ft 076.1 -74.3 772.9 -71.7 -70.6 -69.7 -68.8 ft : +fa0. +98.3 +55.2 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -75.5 -74.0 -72.8 -71.7 -70.7 -65.0 -63A -62.3 -61A -60.7 -60.1 -59.6 -59.1 -58.7 50ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 V.? + -66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 0.1 -59.7 55 ft +60.9 +59.3 +58.2 1 +57.3 1 +56.6 +56.0 +55.4 +5g.. +54% _i -67'1 -65.5 -643 1 -63.4 -62.7 -62.1 -61.5 -X•1.1. -TOA 60 ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF)-ZONE 5 Roof Tributa Area Ft fight 10 15 20 25 30 35 1 40 1 45 50 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 0 -loft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53A -52.7 -52.0 lift +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 -64.3 -61.8 -60.0 -58.6 -57A -56.5 -55.7 -54.9 -54.3 14ft +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 -65.8 -63.2 -51.4 -50.0 -588 -56.2 -55.5 16 ft +49.2 +47.9 +46.9 ,. 2 4 _ , . +44.0 -665 -63.9 -62.0-.8 .6 -56.1 17ft +49.7 +48.4 +47.4 73 :€� .8 +44.5 -67.2 -64.5 -62.7 2 5 ;0 7.4 -56.7 18 ft +50.2 +48.9 +47.9 .2.. :6- w1 +44.9 -67.8 -65.1 -63.3 -6 . -57.2 19 ft �'� - '- +50.6 +49.3 +48.4 +47.6 +47. 6. 1 +45.7 +45.3 20ft -68.4 -65.7 -63.8 -,,.. �€ - ... +51.1 +49.8 +48.8 1 .5te S 8 -69.6 -66.8 -64.9 -63 ;E, - : - ' ' -58.7. 22 ft +52.0 +50.5 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 6 ft +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 725 -69.7 67.7 66.1 -64.8 -63.7 -62.8 -62.0 -61.2 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 1 +48.9 +48.5 -73A -70.5 -68.5 -669 -65.6 -64.5 -63.5 -62.7 -62.0 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 -74.6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 �"' +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 40ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +535 +53.1 +52.7 -V.1 •7a.8 -73.1 -71.7 -70.5 -69A -68.5 -67.7 soft • • a-80.2• +69. +98.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 • • • _ ,6 .4 076.1 -74.3 772.9 -71.7 -70.6 -69.7 -68.8 ft : +fa0. +98.3 +55.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 00 •-82.8 --A.6 -n.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 60 ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WIND VELOCITY =175 MPH f MRH:5 60' EXPOSURE'D' BASED ONKd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN 1. TABLES ARE INTENDED TO ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE C DI'fi0M17:OFi\ WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL C P1, ObUED FOR THESE TABLES. 2. TABLES VALID L G'S� F ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R:, & APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA NEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI. E OPENING IN QUESTION (HEIGHT • WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP Q ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- L4J =B RAL MULLS. IF THE TRIBUTARY AREA OF AN OP ".. O CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO D R ' O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH B SH D, ONGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR. (ZONE 4) OR EXTERIOR (ZONE S) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 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 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.O FOR FLAT TERRAIN USE ONLY. THESE TABLES 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 LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 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. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE 6RE< N D VERIFIED BY THE GOVERNING BUILDING DEPARTM NTY FOR APPLICABILITY OF TABLE V5. THIS SSPEC FICA O its R ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE G 710N TION AND APPLICABILITY OF THESE TABLE VALUES WHICH S T 'B. Y0 CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL Rd M ORDINANCES. 7. NO CERTIFICATIO OF THE HOST STRUCTURE. B. EXCEPT AS EXPRESSLY P IN. NO ADDITIONAL CERTIFICATIONS OR a= 10% OF LEAS (D b RH, PEAK ROOF WHICHEVER IS SM � OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 SL�INE 9 QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EA` E HEIGHT �a ROOF I FF HEIGHT I ® I s 5 5 �@ 4� a 35D)s WALL ZONE FIGURES ISO C_ v In REMARKS DRWN CHKID • s o INR ISSUE • G B 03,05/12p 1 fS :FLORIDA BUILDING CODE ENGINEEiI: In m T c> REV -ADJUSTED HEIGHTS OSS SB 04 9/12 • • • • T�GPRES m " 3 • •• • • • ••• ASCE 7-10, CHAPTER 30 ' rn D9SIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENU' Ij r - - - MASTER PLAN SHEET DEERFIELD BEACH, F.L=34zk't rn O ® THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PH: (954) 354-0660 FAX (95 34-0443' �I I'u r O T 4 PE AND SHALL NOT BE REPRODV IN WHOLE OI(aPA% • • • • • • z tam CUT wwr1EN CoNSENr oR L•BENNAROU. PE1::::ASCE 7 1 WWW.ENGEXP.Cts�T ••O N MARKINGS TOTHLSDOCUMEN ALTERATIONS NTARREENOTTWGPERMIfI'ES / -iO - �y\ ate.•m•• CERT OF AUTH 09886 N INVALInATF OUR CFR'•FICATIEI� • • • • _ _ .... - int - ' '.. ie - i 1 MIGE MIAMI DADE COUNTY, FLORIDA`—_ PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2e Street, Room 208 AFFAIRS {PERA} Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T {786} 315-2590 F (786) 315-2559 NOTICE OF ACCEPTANCE (NOA) www.m1am1dade.aav/nera/ PGT Industries, Inc. _...._.__. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11HR-710" Aluminum Horizontal Sliding Window - L.M,I, APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,.state, model/ series and following statement: "Miami-Dade County Product Control Approyed".unless oii3er4ise • • • • ; • noted herein. 6.6 • 66966• RENEWAL this NOA be a • of shall considered after renewal application has been flittrM there M.Seen no change in the applicable building code negatively affecting the performance of thise* * 0" ct. .. . 66 TERMINATION of this NOA will occur after the expiration date or if there has beed a t� 4sion co c}tdnge ":"• in the materials, use, and/or manufacture of the product or process. Misuse of this NO* 3no n end4wexi®nt of any product, for sales, advertising or any other purposes shall automatically termindm fills NOA. Failure .' to comply with any section of this NOA shall be cause for termination and removal of Ndr. : ....:. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flor;Ja, and ;....: followed by the expiration date may be displayed in advertising literature. If any pcklen of the NVA-is • displayed, then it shall be done in its entirety. **Go INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MhDADECQ tiTY �'Y� NOA No. 11-1114.04 • + a g t� Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA 's' No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-08.15.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Jjr., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by'-9di4undo.... : •', Largaespada, P. E. . (Submitted under NOA No. 06-0405.06) • • • • " " ' •' 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 0 0 0000 00 2) Uniform Static Air Pressure Test, Loading per.9W TAS 202--1§4 • • ; • • � 3) Water Resistance Test, per FBC, TAS 202-94 -; • • ;; ... ; . 4) Large Missile Impact Test per FBC, TAS 2011--94 • 0000.. • • 5) Cyclic Wind Pressure Loading per FBC, TAS20�' q4 00000 0 6) Forced Entry Test, Type "C" sliding window„Grade 10, : 0 0 0 0... per FBC 24113.2. 1, TAS 202-94 and -per ASTaF-842-04;••• ' ' Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by .Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural prepared by PGT Industries, Inc., dated 10/26/06, Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 analysis, complying with FBC, signed and sealed by Robert L. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 089206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement Ietter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per. Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by AntfienLynn "'•:• Miller, P. E. 06,9 e . ' • sees•• 4. Statement letter of no financial interest, conformance and complfM&S with ie.VBC— . 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, e76,.: •. e (Submitted under previous NOA No. 11--0630.02) • 0 • • • • • •" 5. Laboratory compliance letter for Test Report No. FTL--5330, imqe& by FelwAtion ea::e. Testing Laboratory, Inc., dated 07/18/2007, signed and sealed DJ�Carlos Rionda, as P.E. a ...... • (Submitted under previous NDA No. 07-0815.09) ' • • • • • ease t Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: CEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FT1,4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. I1-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. 0000 • 0000 0000. 99.80. 6. . 906.06 000.00 .0066; 0006 .. 6 9966 . .. ..+.. 99...6 6 0000. . 0 .00000 0000.. 0000 •61 . 6 00,00. . • 0069.. � 6 s 9..669 � • • • 60669. 96 • .0.. 6 • 0090 ley i Q Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 E-3 Approval Date: February 16, 2012 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW . • • • .; I. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT. GLASS TYPES G THRU L MUST HAVER •WEMPLEREDlGLA�CAP . • i • • • • •--� • • • A. 6/16" LAMI CONSISTING OF (2) LITES OF 11S" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLOUKEEPSAFtJO�dWA PVB I1614LA4" • • • • B. 616' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER • • •• • • • !•• ••• C. 6/1B' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR MQM yVBiNTiRLAYER• • D. 711 ti LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MA>fIMYM AVB�I�1ERLi1YF�t • • •• • • ••• •• E. 716° LAM{ CONSISTING OF (1) LITE OF 3110" ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAGMPSAFE MAXIMUM PVB INTERLAYER. F. 7118" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVS INTERLAYER G. 13M6" LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 6/16" OR 3B" AIR SPACE AND 6118" LAMS CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16" LAMI IG: (1) LITE OF 118" OR 3118" ANNEALED (MIN.) GLASS, 6118" OR 3/8" AIR SPACE AND 6118" LAMI CONSISTING OF (1) LTTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.= DUPONT SUTACTTE OR SAFLMUKEEPSAFE MAXIMUM PVS INTERLAYER 1.13/18" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 6/16" OR 3/8" AIR SPACE AND 6118" LAN CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER J. 13118" LAMI IG: (1) LITE OF 1/8" OR 3/16• ANNEALED (MIN.).GLASS, 3118" OR 1/4" AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3M8" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEEPSAFE MAXIMUM PVB INTERLAYER K.13/16" LAMI IG: (1) LITE OF U8" OR 3118" ANNEALED (MIN.) GLASS, 3M6" OR 114" AIR SPACE AND 718" LAM[ CONSISTING OF (1) LTTE OF 3116" ANNEALED GLASS AND (1) LTTE OF 3116" HEAT STRENGTHENED GLASS NTH AN .OW DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13118" LAW IG: (1) LTTE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/18' OR 1/4' AIR SPACE AND 7/10' LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: Q XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13D0-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33104 STRESS INCREASE W NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED NTH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4868, FTL4868 AND FTL-5=. ELCO TEXTRON NOA: 04-0721.01, 03.0225.05 ANSVAF&PA NDS -2M6 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 8. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOKOMIS. FL 3M PA. SQX 1828 NOKOMIS. FL 34274 Im"D I NTS I 9 d 11 1 4127-90 NOA DRAWING MAP SHEET GENERAL NOTES ...._.._- I GLAZING DETAILS............ 2 DESIGN PRESSURES..._..3 ELEVATIONS.-....--.- 4 VERT. SECTIONS ............. 6 HORIZ. SECTIONS............ 5 PARTS LIST ..................... 6 EXTRUSIONS ...... .... ........ 7 CORNER DETAO-.»...„...... 6 ANCHORAGE ......... .„.... » 8.11 PRODt=REVISHD wwnlo Bwuh7114Fwl& HuNks owe It . . .( LYNN 4fl, It !t No. 58705 LUZ A LYNNMRLER PE P."mm J LA NOM. GLASS SITE 60,61,62 IV ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 1/5" ANNEALED OR HEAT STRENGTHENED GLASS 6118" NOM. LAMINATED GLASS 112" NOM. GLASS SITE C 66,67,68,69,70,71 (cbl, 1ff ANNEALED OR HEAT STRENGTHENED GLASS 4000 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 6M8° LAMINATED 5118° OR 316" AIRSPACE 115" OR 3/18° ANNEALED OR TEMPERED GLASS QD 13flWNOK 13/16" LAN IG GLASS W/ 5/16" LAMI . . ... . . . ... •• •• • • • •• •• s • • • • • • • • • • • • • • • • • • 3118° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS 112° NOM. GLASS SITE _ �( 72,73,74,75,76,77 N 3118° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118°ANNEALED OR HEAT STRENGTHENED GLASS 7/1V LAMINATED 3/18' OR 1/4" AR SPACE 118' or 3118• ANNEALED OR TEMPERED GLASS Q 13118" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAW QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. NOK0W%FL3M P.O. BQX 18� NOKORWS, PL 374 mvio I Full 1 2 a 11 1 4127-10 PRODDCPREVIS9D ascomptyft With plod • n 'NNo _Lt-, W 4&-,d Zia VNN `� ,t`2Q• CENSE • •.'P �•� pyo, 68705 LU - `9• : �, 0. LYNNd�fI.LER, P.E P.E•83708 • • • • • • •• •• • • • • • • • • ••• • • • • • • • • 50 �yl O IreNOM. ••• • • • • • (ALY SBCMUS) • GLASS SITE •• • • • • • ••• •• 3118° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS 112° NOM. GLASS SITE _ �( 72,73,74,75,76,77 N 3118° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118°ANNEALED OR HEAT STRENGTHENED GLASS 7/1V LAMINATED 3/18' OR 1/4" AR SPACE 118' or 3118• ANNEALED OR TEMPERED GLASS Q 13118" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAW QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. NOK0W%FL3M P.O. BQX 18� NOKORWS, PL 374 mvio I Full 1 2 a 11 1 4127-10 PRODDCPREVIS9D ascomptyft With plod • n 'NNo _Lt-, W 4&-,d Zia VNN `� ,t`2Q• CENSE • •.'P �•� pyo, 68705 LU - `9• : �, 0. LYNNd�fI.LER, P.E P.E•83708 XOX (114,112,1/4) FLANGE OR INTI WINDOW GLASS WIDTH TYPE 26" 8i" A,B,G,H +60.0 -60.0 i Se" A B,G,H +60.0 -60.0 i 106 316" A,B,G,H +60.0 -60.0 i Ice" A,B,G,H +60.0 -60.0 i 111" A,B,G,H +60.0 -60.0 i UP TO 111" C,I UP TO 111" D,E,F, J K,L XOX (113,113,113) FLANGE OR INTI WINDOW WIDTH GLASS TYPE TO 86 7116" A,B,C, G,H,I TO 86 7/16" D,E F, J,K,L OX AND XO FLANGE OR INTEGRI WINDOW GLASS WIDTH TYPE 26" 60" A,B,G,H +75.0 75.0 + Or A,B,G,H +75.0 75.0 + 72" A,B,G,H +75.0 -75.0 + 74" A,B,G,H +75.0 -75.0 + UP TO 74" C,D,E,F, I,J,K, L GLASS TYPES: TEST REPORT FTL-4858 Q A. 5/16" LAMI - (1/8" A, .080,1/8° A) B. 5116° LAMI - (118" A, .080,1!8° HS) C. 5/16" LAMI - (1/8" HS, .090,118" HS) D. 7/16" LAMI - (3/1(" A, .090, 3/16" A) E. 7/16" LAM[ - (3/16" A, .090, 3118" HS) F. 7/16" LAMI - (3116" HS, .090, 3/16" HS) DowII E NOCFWNGE7mala Ei O oC ADD1WEGRALFXOFTm& jFJC aowhe TPS J.J. SOB . . ..• . . . ..• .. .. . . . .. .. . . . . . . . . . . . ... . . . . . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 27 318' 27 318" 27 VT MAX. DLO 54 5118" MAX. DLO FIXED MAX. DLO MAX. DLO—� VENT VENT FP(ED • • • p • •p • • • • • • • • • B B B _ O X X O X 67 318" MAX. DLO ALL FDMD UTES 110" MAX. WIDTH I.F. FRAME----�j) 5 7/10' MAX. WIDTH I.F. I 111' MAX. WIDTH FLANGE FRAME P—s8 7118" MAX. WIDTH FLANGE-FRAME— DETAIL EFRAMEDETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3) NOTE: 33 9118" MAX 33 2118' MAX 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED DLO VENT 63" MAX SEALANT OR GASKET FLANGE AT HEAD AND SBJ a FRAME ALL 15 CONFIG. MAX. DLO ALL — — 1 S I.F. FRAME VENTS I 82° MAX• I.F. FRAME ALL CONFIG. �✓ 13 FLANGE FRAME C 73' MAX. WIDTH IF. FRAME: • V k VIEW D -D _ 74" MAX. WIDTH FLANGE FRAME it No. 55705 _ (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO = �_ *�L— STT Jit 18!SQ l a W CIAXWTH &ffiNr ' � R " Imamw w ELE1/AT/OMS '.,O.o' •.. Fio...... 'O?: swoop Rl4 4116w7 c ro agx�sm HOR/ZON7AL ROLLERWDOW 1MPACCT �'�ss/ONAL PWXWmB. FL 34274 f P J.L HR7fo NTS 4 d 11 4127-10 E A.pmowmP.e. I m HEP FLA FRI . ... . . ... % .. % .. • • • . • • • • • • INTERIOR 37 32 35 P� s i ••e • • • • e • • MAX. VENT DLO MAX FI • • • •% T DLO MAX. WIDTH (FLANGE FRAME) • • • • • • • • • • • • EXTERIOR 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) �- MAX. FIXED DLO --I �--- MAX VENT DLO r— MAX. WIDTH p.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) Fevre» avftdwFlmtb 10 111 Hill �IIIII .i ............ 10 SECTION C -C 42 SILL HEAD Z7 N0.68706 (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) a Qy lI ►— Jl IM7111 E NOTN138kwr °YOB �� ''•, STA OF rl/. �ofotecHro�oaroRrve SEC77ONS �.c` '•• F�oravP.:' �: JA f D NOCHAN8E7W 8HWr NOKOM8. PLUM -- ALUM. HORIZONTAL ROLLER WINDOW IMPACT �SS1/�O�NA1- FK 4H�07 C ADDbfTEGRAL FIN /fE{f841 4$AND WEWB v.O BQK t82B ar.�roeea saw aeb •�msw ' •ea ''YMd 1 �ti� A Jd 9l19/� NOKOM�s,Flea YlsiblyBauar FBi7f0 HBI/ 6 -1, 412%90 E a P ae • s ••• • • • ••• 43 4141 I.F. FRAME JAM 50 GLAZINGSILICC 51 1224 VIT1 CLAZLNTG 52 1225 VR4YLGLAZM 40 1 JUFTRAILCOVE 41 4139 ILF.FRAMEHFA 42 4140 I.F. FRAME SILL 43 4141 I.F. FRAME JAM 50 GLAZINGSILICC 51 1224 VIT1 CLAZLNTG 52 1225 VR4YLGLAZM 59 1 4067 1 IGLAZI 60 GLASS 5/16"I.AMI 61 " 5/16" IAMI 62 5/16"LAW 6w3 ° 7/16" LAMSI 64 pLAMI ° 7/16 BULB BULB 13/16" 6063-T5 AL 6063-T5 AL 6063-T5 AL 6063-T5 AL 6063-T5 AL 616SJKi 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 42112HD 96 SCREEN CLOTH 7BRWIR2 44M L 64006 2.710 67S16G 71096 7858 64126 2.G24[M=== 61683G 67070K rO152- 74078"C" L OR R 64139 I.F. FRAME HEAD 64140 41 64141 #4139,6083 -TO 6TP247W,K PRODUCT REWSM 6TP248K 2.784 9" $a�mpfy wMdmMoridO 6403 No 694703 3.162 64222 F 6985 L082— 64067 1.988 O I.F. FRAME JAMB IYNN ! L _`� �� 2.710 � {iC' �C No. 88705 q2 I.F. FRAME SILL =� _ #4140, �3-T6 a � :` Lu o ' p :;TA , 'OWCHNOLOOYOWE PARTS LIST +iO'��'' FlOR10P• G?� NOKOMlS.R342T8 T ,,,ss�....... ..��,, Pte. ALUM. HORIZONTAL ROLLER WINDOW IMPACT err NA1. �\0\ NOK061 PL942T4 Vta166. Better t /40 NT3 a 6� s 11 X4127-10 E 0.L z PE .082 1E :]1 3 L2'710� FLANGE FRAME HEAD #4102A, 6063-T6 �li+.o6z .400 O T— �+--1.461--� 2 SASH STOP #4026,6083•T5 062 ::1.183 I�-1.348+I 21 SASH TOP & BOTTOM RAIL #4133,6D63 -TS .ow •876 O GLAZING BEAD 6/16" 040448, 6083-T6 (USED W/ GRILL KIT) 1.122 O FLANGE FRAME SILL #4136,6063-T6 J461 437 O HORIZ. ROLLER TRACK #4131,6063-T6 :87 --�' 1.081 f — SASH MTG. RAIL #4006D, 6063HS-T8 878 1.096-�-L�{L T O GLAZING BEAD 7116- #4222A. 6063-TS /16"#4222A,6063-T6 NOKOMM. FL 34M P.O. ogx ion NOKOMIS, FL 34274 -•�{ 1.187 f+- 3. O FRAME SILL ADAPTER #4137,6083 -TB �r 1.44003- 17 FIXED MEETING RAIL #40646,6083HD-T6 2. 1. .�1•ry 37 SASH SIDE RAIL #4128, 8083-T6 1 .050- .678 1.116 -•—moi -f (3-56 GLAZING BEAD, 7/16" #9660.8063-T6 (USED W/ GRILL KT) . . •.. . . . .•• • • • • • • • • • • .51 O SASH STOP COVER #4053,6063-T6 •• • • • •• •s• •• • ••• • • • • •• • •• • • * • • ••• •• Imo ---2.784 1.363 1 .062 13 FLANGE FRAME JAMB AMA, 6OG3-T6 m .878 1.088T-1 O GLAZING B , 5/16" #4039B,6083 -T6 .060 — 1.097 S9 GLAZING BEAD, 13/16" #4067, 6063-T6 9011 • �ly1r;Uf'i BMW Ifl47to I Haff 17 d 11 1'4127-10 I E PRODUCT RIMSED . ocwoyiug wUa um Florida Dd&gC4W6 =1!�p �• ; •' ttCENS�c'' ...Q No. 68705 . Q`••• STA O "',/q/ /0 VA� tE `�• A. LYNN P.E P.E9 SM xox GLASS TYPES A,B.C.G H,I GLASS TYPES D.E,F J,K,L ANCHOR TYPE 1 2,3, WOOD 1 2, CONC 1, CCNC 2.3, WOOD 2, CONC 1 1.CONC 8 SUBSTRATE ZONES ZONES ZONES ZONES 2UNES ZONES WINDOW SIZE HEAD & SILL H 63.128 x 38.376 1+C2+1+C2+1 48.000 1+C2+1+C2+1 80.625 1+C2+1+(2+,1 54.000 1+C2+1+C2+1 60.00 1+C2+1+02++1 G&GOD 1+C2+1+C2+1 60.DWx 38.378 1+C2+1+C2+1 46.000 1+C2+1+C2+1 50.828 1+C2+1+C2+1 54.000 1+C2+1+C2+1 60.000 1+C2+1+C2+1 83.000 1+C2+1+C2+1 74.=x 38.378 1+C2+2+C2+1 48.000 1+C2+2+C2+1 50.626 1+C2+2+C2+1 64.000 1+C2+2+(2+1 60.000 1+C2+2+C2+1 6&000 1+C2+2+(2+1 84.000x 38.376 1+(2+2+C2+1 48.000 1+C2+2+C2+1 6MO26 1+C2+2+C2+1 64.000 1+C2+2+C2+1 80.000 1+CZ+2+C2+1 63.000 1+C2+2+C2+1 06.375x38.376 1+C2+2+C2+1 48.00D 1+C2+3+C2+1 60.828 1+C2+3+C2+1 64.000 1+C3+3+C3+1 60.000 1+C3+3+G3+1 63.000 1+C3+3+C3+1 l l.OW x 38.316 1+C2+3+C2+1 48.000 1+L2+3+C2+1 $0.626 1+C2+3+C2+1 54.000 1•+C3+3+C3+1 60.000 1+C3+3+C2+1 63.000 1+C S+3+C3+1 HEAD & SILL 151 HEAD & SILL I S I HEAD & SILL 1,31 HEAD & SILL 151 BEAD & SILL 1+(2+1+C2+1 1+C2+i+C2+1 1+C2+1+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+(2+1 1+Cx+2+C2+1 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C2+2+CZ+1 3 1+C2+3+C$+1 3 1+(2+2+(2+1 3 1+C4+3+04+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+/ 3 1+C3+3+C3+1 3 1+(2+2+C2+/ 3 1+Cx+3+C3+1 3 1+(2+2+(2+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+(2+2+(2+1 311+104+3+04+113 1+C2+1+C2+1 2 1+C2+1+C2+1 1+(2+1+(2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 I 1+C2+1+C2+1 1+C2+2+(2+1 3 1+C2+2+(2+1 3 1 1+C2+2+C2+1 1+(2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 1+C3+2+C3+1 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C3r2+C3+1 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 1+(2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 1+Cx+2+C3+1 3 1+C2+2+C2+1 311+04+3+04+1 1+C2+2+(x+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+CZ+1 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+CS+4+C3+1 1+CS+3+C3+1 3 1+C3+3+C3+1 3 1+03+4+C3+1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+04+4+C4+1 I+C4+3+04+1 4 1+C3+3+CS+1 3 1 1+C4+4+C4+1 1+04+$+C4+114 I 1+C4+3+C4+1 3 I 1+C6+4+C5+1 3 1+C2+3+C2+1 3 1+C3+4+C S+1 3 3 1+C3+3+C3+1 3 1+C3+4+(x+1 3 3 1+C3+3+C3+1 311+04+4+04+1 3 4 1+C3+3+Cx+1 3 1+C4+4+CA+1 3 4 1+C4+3+C4+1 3 1+Cg+ 2Li 4 1070 78CYWOL L 34=sursIVE Racoeas.ta 58 vo.agx,Mwc0 7 FL 34V4 I Wdbb Bmw . . ... . . . ... .o .. .. .. . . . . . . . . . . • • • • • • • NOTES: 1. ANCHOR TYPES: 1-114° ELCO TAPCONS 2.114" ELCO SoQRW-Fj.EX 3-4* S*L SCREy4(G61 • • • • • • • • • • 2. GLASS TYPES: D •FOR INSTALLATIOI ON THE HVI46Z ABOVE160 A. 6/16° LAMI - (V03' A„090, V8' A) • • FT, GLAW WPE9Q- L SH&t RAVE A• B. 6116° LAMI - (118° A„090,1/6" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7118' LAMI - (3/18" C. 778° LAMI - (1/8' HS,.09 3/16' A) A) IV ANCHOR QUANTITY REMAIN UNCHANGED. &.090,&.090,, 3116 E. 7116' LAMI - (3116' A,A90, 3/16° HS) • • • • • • • • • • • • F. 7/16' LAMI - (3118' HS,.090, 3/1(' HS) • • • • • . • • • • H.13H8' LAMI IG -1/8' OR 3116' A (MIN.), 716•! 1 HPC 51116"tAMI ( A,.090. I ' A) H. 13/18' LAMI IG -1/8' OR 3118° A (MIN.), 718' O SP 8' ( A,.080, 'Q8' HS) 1. 13116' LAMI IG • 118' OR 3118° A (MIN.), 718. Q S 5° ( yS„49Q,118' HS) J.13/16' LAMI IG -10 OR 3116'A (MIN.), 3/18' OR 1/4' SPACE, 7118' LAMI - (3118' &.090, 3118' A) K.13/16' LAMI IG -118' OR 3/16' A (MIN.), 3116' OR 1/4' SPACE, 7/16' LAN - (3/18' &.080, 3/16' HS) L 13/16' LAMI IG -1/8' OR 3116"A (MIN.), 3116' OR 114' SPACE, 7/18' LAMI - (3118' HS„090, 3118' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 3/4' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22112' MAX. O.C. TABLE KEY: X O X 1+C3+4+C3+1 3 ICHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 25 3/4' rrmx. -� �--3' MIN. ®' X O X - - PRODUCTREVIM MTG. RAIL, TYP. �"s Dia �& EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A-Ro-wNo 11- ill (SHOWN IN TABLE KEY ABOVE) 25 3/4' MAX. 3' 1/2'N. lilltll, I -*- MM. ..........��0` 14 LYNNFIER _ * ' NO.58705 MTG. RAIL., TYP. - EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 'It&L ANCHORAGE SPACING, XOX 1/49/2-9/4 _ ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �., ONAI. E �•• ttR7l0 NTS 8 a 11 4127-10 a�Vr+vre�O�R,PO. E v.Fsealae . . ... . . . ... .... . ...... . . . . . . . . . . . ANCHOR QUANTITIES XOX 1/3-1/3-1/3 WINDOWS TABLE 6 NOTES: GLASS TYPES A B,G,H GLASS TYPE$ C,D,E,F,I,J,K, L ANCHOR TYPE 2,3, WOOD Z CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE 1-114' ELCO TAPCONS 2 -114" ELCO >a•SIfgRE a lL.EX J I12 >:TiEL SCR (G8! 2. GLASS TYPES: i /p1� • • • • • • • : ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE HEAD & SOlHEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL I I if A 5116' LAMI - (1/8" A,.090, IV A) • `-• • FOR INSTALLATION IN THE R4-2 ABOVE 30 Wv H B. 5118" LAMI - (1f" A,.090, IV HS) FT, GLAD Mft • L Sftf HAVE A C. 6118' LAN - (1/8" HS,.090, U8" HS) TEMPERED I.O. GLASS CAP. BOTH THE DP AND 48.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 311+ C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D. 7/18" LMA - (3118" A,.090, 3/1(' A) ANCHOR QUANTITY REMAIN'"CHANGED. 60.515 1+C2+1+C2+1 3 i+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E•7/18"LAMI-(3/18"HS 00,.WI HS} • • • • • • • • • • • • F. 7/18' 'AMI - (311(° HS,.080, X18° HS) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 • • G.13/16" LAMI IG -1/8" OR 3/10' A (MIN.), IYA'. 11 &JAC€, 4l6"�A� - 4/r A lk IV A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/18' LAMI IG - IV OR 3116" A (MIN.), 6116" OR 3A- SPAOE, 6}i64.AMI - (4/8' A,.090, tl8- HS) 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1. 13116" LAMI IG -1/8" OR 3116" A (MIN.), 611 aft SPt4Ctt 6A8" S,ff*, l 8" HS J.13/1S' LAMI IG -1/8" OR 3118" A (MIN.), 311 R 1/4" SISACE,•1Y18' LMAf = (�A M0, 3118' A)} K.13118' LAMI IG -1/8" OR 3118-A (MIN.), 3/18' OR 1/4' SPACE, 7/18' LAMI - (3118' A .080, 3118' HS) 53.126x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+i+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 48.000 1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C1+1+C2+1 3 L. 13/18" LANA IG -1/8' OR 3116" A (MIN.), 3/15' OR 1/4- SPACE, 7/18" LAMI - (3118" HS,.09% 3118" HS) 50.625 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 54.000 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C1+1+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ll+M(C2;2+1+C=2+1 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 00.000 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C3+1+C3+1 3 83.000 +1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+tx+1+C2+i 3 1+C2+1+(�+1 3 1+Gi+1+C3+1 3 HEAD &SILL 10111" MAX. ON EACH SIDE OF MEETING RAIL CEN ERLINE 26 3/4 -MAX. FROM CORNERS JAMBS: 8'MAX. FROM CORNERSAND22112- MAX. O.C. 60.000x 38.375 +1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1++1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48.000 TABLE KEY, 50.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 LC O X 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+? 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANiTIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 88.000 x 38.375 1+C2+1+C2+12 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(+1 2 48.000 1+C2+1+C2+1 3/+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 0.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS (1) ANCHORS AT FDCED SECTION. 54.000 (9) ANCHORS TOTAL AT HEAD AND SILL 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (3" MIN, O.C. ANCHOR SPACING) 83.000 1+C2+1+C2+1 3 1+C1+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+(3+1 3 25 314" MAX. 74.000 x 36.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 �-.-3- MIN. 50.825 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 X O X 00,000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+C2+i+C2+1 3 1+C2+i+C2+1 3 1+03+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3?+C3+1+C3+1 3 MTG. RAIL, . aswmpioddo TYP AMPLE CLUSTER W/ QTY. OF (3) ANCHORS 84.000x38.375 48.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+i 2 1+C2+1+C2+1 3 1+C2+1+02+1 2 i+C2+1+(2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C3+1+q+1 3 50.826 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) !i!zrl 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 00.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+i 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 2!614 MAX 83.000 i+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+04+1+04+1 4 11rTyP• I+-3"MIN. t�urrt�� LYNN 88.437 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+M+1 2 48,000 1+C2+1+C2+1 3 1+C2+1+( 2+1 3 1+(�+1+C2+1 3 1+( 2+1+C2+1 3 1+C2+7+02+1 3 1+C3+1+C3+1 3 �F X O X `�� V ,• �CENgF • �i 50.825 1+C2+1+C2+1 3 1+x+1+C2+1 3 1+C1+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 � * SCOW ll+CZ+I+C3+11311+C2+1+CZ+i 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+i 3 1+C3+1+C3+1 3 N0.68705 00.000 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+Cq+1+C4+1 4 MTG. RAIL, TYP• - - EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS =-o : Gls*•s-� - Z >� ANCHORAGESPACIAIG XOX i/3-1/3-113 �S,A F LOR14?;.• \ �� MA Cox J.J ?Og7H? E NOCHANOETF>IJSHFJ T t7N'rHC+wotC+ltrDRIVH Ja eAwl 0 IG 4PT0EE7 +30FTN07E NoxObUS,FL34Z/8 T0R 0JUAt~E HORL70NTA ROLLER "001%IMPACaemlftT ��I FJC 41V C IM47ET/FELEA$SLEOTVALVWDUE70ANglORCRP.AD.L P-O.BQxtBaeALUM NOKOAiI8, FL34Y74 1111 AL1 PE -6p aft18/07 V!albly Bette? FJG ?/tB/DB JL 9/11/08 HR740 ;78 9 - 11 4127-10 E . . ... . . . ... .. .. . . . .. •. . ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELOO TAPCONS 2 -1/4' ELCO SS4 C" -F^ 3-#Ji%r-%$CREWS S • • • • • • • • • 2. GLASS TYPES: � • • • • • • • • • A 8116" LAMI - (IAr A,=,1/8" A) P(rNST Ory i pE B=YE B. 8118' LAMI - (IAr A,.000,1/B" HS) • 1`7, G�PF�u - L S VE A C. 5118" LAMI - (IV HS,.090,11W HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/18" LAMI - (311(" A,000.3118' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18" LAMI - (348' A,=, 311(r HS) F. 7/18" LAW - (3/18' HSA80, 3N8' HS) • • • i i • • • i • • i • • • • • G. 13H8' LAMI IG -118' OR 3/18° A (MIN.), 6/18" OR 3(8° SHAGS SJ68' !•411A1- (1i8" A AM.1;*A) H. 13118" LAMI IG -11W OR 3H8' A (MIN.), 6/18' OR 3B• SPl1 6R6' L�M"ll fr 080,118' ) ' F QgO i S) I. 13118' LAW IG -1/8" OR 3118" A MIN.), 6/1(r S � � (SIN J.13116° LAMI IG -1/8' OR 3118" A (MIN.), 3118" OR 14" SP CE, 7/14r LAMI - ( 8' A,.0 ,-3/ 8" A) K. 13/18" LAMI IG -1/8" OR 3116'A (MIN.), 3/18' OR 114" SPACE, 7/18' LAMI - (3/18' A„090, 3116" HS) L. 13/16" LAMI IG - IV OR 3118' A (MIN.), 3118" OR 1/4 SPACE, 7/18' LAMI -(3(18" HS,.090, 3118' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD &SILL: 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22112' MAX. O.C. TABLE KEY: O X 2+C3+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF THEM HORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE YENT AND FIXED SECTION ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) (...(-18314"MAX L I -�{ 1---3" MIN. r REF. - i X O pRODucreev►sED MTG. RAIL BSCM*Ymwh6Ureplo w EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A taw (SHOWN IN TABLE KEY ABOVE) Dario 8314 MAX rr 1 112" TYP. i -7-r N. 11 0" REF.`V LYNN 4�l�p� 7- X O � ��sF •.9 I = * RAIL N0.58705 ' " ` ct ; EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS��7F-' AfVCHORAGE SPACING, OXAND XO WINDOWS •. �A per. �`� ' >� ,,trS+;��R....��G`, ALUM HORIZONTALROLtERW/NDOW,IMPACT �.,,�NA�„��.. r Bettor awmwe me ee.ro aafatb aria A LYI•d PR- teot0 NTS t0 a t1 4127-10 E PEeea7os ANCHOR TYPE & SUBSTRATE GLASS TYPES A B,G,H GLASS TYPES C,D,E,F,I,J,K L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H N g y y Q co y e6 oIl atl ati ata a7 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+102+1 3 i+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+102+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+103+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.125 x 38.375 48.000 50.625 64.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+103+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+21 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+02+1 3 2+C3+2 3 1+C3+1 4 1 1+C2+1 3 2+03+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+104+2 4 65.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 1+02+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+03+2 3 2+C2+2 4 1+02+1 3 2+C3+2 3 2+103+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+103+2 4 1+C2+1 3 2+03+2 4 2+C3+2 4 1+C2+1 3 2+103+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+103+1 3 2+C4+2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+03+2 4 2+(2+2 3 2+C3+2 4 2+03+2 4 2+C2+2 3 2+103+2 4 2+03+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+103+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+04+2 4G' 2+C3+2 4 1+C3+1 1 3 2+C4+2 4 2+104+2 5 2+03+2 a 2+C4+2 5 Rmww:�Q'� J.J, tON7Ht E NOCHANGEn488 Ami, O AWW1GCdWr01WMV&WD +30 TWM c CWrAME#'rOSaSaECruAul&sDWTOANOMaV. 8 ; � NNOK0 FL3 M P.o.e�c,ase NOKOb11B. 1%74 Mow JJi flt armw FJC 4H8l87 L,aw FJG 2 jRq( MIN. 3.4 KSI CONCRETE 1x WOOD BUCK NOTE 3 13/4' MIN. E.D. TYP. 2X WOOD BUCK, NOTE 3 NOTE 1 1/ X MAX. SHIM CONCRETE WOOD _J ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" SHIM I� 1/4" MAX. SHIM U WOOD CONCRETE 13/8" MIN. MAX. SHIM . . ... • • . ..• • • • • • • • • • • NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 13/8' MIN. OR 1/4" SS4 CRETE -FLEX 6MBEDw 1 3/4" MIM. MINNUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 311 FLATHEAD AN(*HC:S Mr BE #•IB TIIMAIHEAJ. s i r • Z FOR WOOD APPLICATIONS IN MUM I-DADE COUNTY, USi #1•9 SIEEI•i SCREW! (G5) OR 1/4" SS4 aREfE•FlEX WITH #12 TRIMFIT HEAD. • • s • • *00 • • • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CO CRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREAT •IN A� A j T(�iAZtRF� OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED AUT plop N ISr81CT10N.• so 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BF,,%ONI UI� S'Rj�iQGiii 8f 75 gQ1Q MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE O A ZE O p�p� E �ITLL Sl7PPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) OR PER NOTE 1 (3A KSI CONCRETE) ANCHOR ANCHOR NOTE 2 NOTE 1 1 3/4" EXTERIOR INTERIOR MIN. ED (H & SILL DETAILS A. B, C, D, & H) .....• TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK NOTE 3 4 SEE NAILIM INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTEWOR CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM f •NOTE, i Q 13/4" MIN. MIN. 3.4 KS� E D. TYP. CONCRETE 2x WOOD DETAIL C BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 Noxon8, R 34ZTf1 RO.8Qx 1fr'� NOKODdl9. R3C174 SI NAILII DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & 1. SEE NAILING DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS fwle I Hg 1 11 a 11 j 4127-10 IU{IfIJf `�� ONY LYNN.. *' No.58765 -� • ST �Id alt 11111 ' A LYNN �� m P.E P.E.98B7ff8 MIAMI- ADE MIAMI--DADE COUNTY, FLORIDA 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADWIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} www.miRmidadLgov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless other%vise 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 pr9duct. • • • • • • TERAMATION of this NOA will occur after the expiration date or if there has bauri a tevisigtr el rbange • in the materials, use, and/ or manufacture of the product or process. Misuse of this MaT as an efidoltement • • • • • • of any product, for sales, advertising or any other purposes shall automatically terMARO e'this NOA' Failure..*. to comply with any section of this NOA shall be cause for termination and removal Of-04chk. : • . 00 • :.... ADVERTISEMENT: The NOA number preceded by the words Miami—Dario•-Gownty, Florida and..:..• followed by the expiration date may be displayed in advertising literature. If anypmtion of rte NOA is • • • • • • displayed, then it shall be done in its entirety. :00:0: • INSPECTION: A copy of this entire NOA shall be provided to the user by,the manufagturer -or its, distributors and shall be available for inspection at the job site at the request of the Avuaidg Official... :0090: This NOA revises NOA No. I1--0922.01 and consists of this page 1 and evidence pages E-1.araKi E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0815.05 /( �C Expiration Date: May 26, 2016 .J Approval Date: October 31, 2013 10 t3 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10- 0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A', signed, seated and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked --up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P: E. (Submitted under previous NOA No. 11---0922.01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 0000 6 . . 6 0000 9966.. E. MATERIAL CERTIFICATIONS • .. • 0 6. 6 • • 9 0 . 1. None. 066060 60 0 966060 0000.. 0000.. F. STATEMENTS ..i 0000. 1. Statement letter of no financial interest, conformance an6 ,., jj �plyin•g v th th; � : . . - FBC 2010, dated 06/06/11, signed and seated by Anthony Lyup.mrler, P:".*** 600606 2. Laboratory addendum letter for Test Report No. FTL 6443.-impaji by Fenestration • Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin•D. Bfinson, l'. J1.. • • • • • • (Submitted under previous NOA No. 11-0922. 01) A • • • • • • • • • 0000 �'' r".�`• 0000 Janne D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E--1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc,, dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Subrnitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 12/08/11 and expiring on 05/26/16. 0000 . . . 0 0000 000000 ... . . 0 0 . .00.. .00 00 . 000000 000.09 . . . 0000.. 0000 .. 0 0000. . .. 0000. 0000. 0 . . 0000. . 0 0000.. 00 .. 0 . .00.0. . . . . . 0 •.00.. 0000.. . .. 0000.. . 0000 Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS OPENING WIDTH FORVERTICAL MULL / ---. SEEDETAI SS A4),G)i.* ARCHESTO BE INSISSBED INSIDE _ srtEErsaa SHAPE vz�ANfiULAR SEEDET 1 si� ` iii SEE DETAILS G; II SHEETATHR sHB6r3 as OPENING VE MULL LENGTH THORIZONTAL HEIGHT FOR SEEDETAO. E, Aao, SHEET3 FENESTRATION PRODUCTS MAY BEOFANYTYPE MUST BE / III MANUFACTURED HORIZONTAL MULL 1 /BEE OETA06 A•D.O.K SHEETS 2.3 LENGTH HOR20NTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULLLENGTH I --AOR¢. el$L1. LENGTH --I Tp HEIGHTHam FOR UNM P � ® Py f I - - I- SINGLE MULLION SINGLE MULLION POR --� OPE WIDTH FOR VERiRT ICAI. MULL SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. MULTIPLE MULLIONS . . ••• . • . •• .••. • .. .. . . . .. .. . . . . . . . . . •. . . ... . . . . ... GENERAL NOTES: • •8 0 • • 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANNAN"RSOMQUI2E16FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUpf WAIS UNIQUE ANDISHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FORTHIE BEST INSTALLATION METHOD. OPTIONAL 1X OR02X WOOD"CU 91 WED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS `FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE NYLLION GLIPS, KIT SWhL � NOT HAVE A GAP OF MORE THAN U4' FROM THE CLIP. • • • DESIGN PRESSURE. MULLIONS ARE CAIANCHORAGE METHODS SHOWN CULATVE �EO TO DEFLECT O MORE THAN U1l�EN DESIGNED TO RESIST THE LCA� CORRESIO. THE 113 mays Pl TOS'H�RNE ID. IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. L!$� 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE N THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON(AGGRE-GATOR NOA'S; ANSVAF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 8) MULLIONS AND CLfPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUItEMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE N COMPLIANCE FOR USE N THE HVHZ. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSfFT'I FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR OR'IRIANGUt AWIRAPEZOWAV. �ERALAd'F 1 MULL TO 2X WOOD........-___-- 2 MILL TO 1X & MASONRY......-_... 2 INSTALLATION NOTES...._......._- 2 IdJLL TQY....._____.._ 3 MULI's STUD. 3 1 X 2 X.126 MULL SPECS...._.._._6 1 X 2 X .376 MULL SPECS -6 1 X 2.76X.376 MULL SPECS -7 ,X 2.76 X AS MULLSPECS.._._._.8 1 X 3.126 X.600 MULL SPECS --$1 X 4 X.126 MULL SPECS -..--..._10 1 X4 X.376 TUBE MULL SPECS.._ 11 I X4X.376 'r MULL SPECS --_.11 1.Z6 X 3166 X.286 MULL SPECS -12 2 X 4 X 26 MULL SPECS..--__ 13 2X SX 26 MULL SPECS.__._...._ 14 12S X 2.11 X .Y16 MULL SPECS- 18 30° X 326 BAY MULL SPECS-__. 16 46° X 326 BAY MULL SPECS__._ 17 MULLION & CUP DIMENSIONS -1840 EXAMPLES 1 & 2._._____.____21 LOADING EXAMPLES.____.....22 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBSIFM FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY. USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY "SIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LSSA THIS VALUE REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 0) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAYAPPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LSSM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (.BSIFT') FOR THE OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REWIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBW -M FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS(F" OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 0) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN DING THIS NOA TO APPLY FOR A PERMIT. .YNN MILLER. P.E. FL P.E.O 55705 0 0 0 0 DETAIL A: DETAIL B: 000 0 : MULLION TO 2X WOOD SUCK /-MUUION MULLION ATTACHED TO IX 13UCKBTMP TYP.ANCHOR AM PER SUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CUP SHOWN) 00 SEE SEE TABLES MULL=a Ic o:..... t• L ti 0 0, 10, z w SEE SHEETS ewe 0 18-20 FOR HOLE 4 LOCATIONS n I I SEESEE TABLES Lo EDGE EDGEDISTANCE 18.108 OFFSETCLIP AffJLL 4 6.0 GTS. MAYBE DISTANCE mcy LU INSTALLED BY aI I1 PMWOOD ANCHORS U) ScRom 2W MAX FOR A z SIDE VIEW 0 ALL MULLIONS 4 A EITHER THE .4 OFFSET M= A CUP PAY BE 4 ea EXTERIOR INSTALLED BY Tmsmmnn L L roz Q EDGE g — , DISTANCE 4 4 z Ic Z: A FOR < 9). to MASONRY ANCHORS 4- 4 EXTERIO INSTALLATION NOTES: i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD HOMAD OR FLATHEAD 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, SHEET & 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO, 1W S.S. AGGREGATOR MASONRY ANCHORS. No.58705 7n z 13 STA Eo q10 M P.E. FL P.E.# 58705 TYP.ANCHOR TYP.ANCHOR TYP.ANCHOR PERSUBSMTF- ER BSTRATF- SEE SABLE 8 1B- 108 SLIBSTRATE. jtzf SUE TABLES 18408 SEE TABLES IB -IM EDGEMND DISTANCE BUCKSIRIP AND AND ATTACHMENT OYOTHM. SEE NOTE I. ATTACHMENT SHEET 1. 7 By OTHERS, f SEE NOTE 1. SHEET I. j SIDE VIEW FRONT VIEW PRODUCrRWASED FRONT VIEW INSTALLATION NOTES: i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD HOMAD OR FLATHEAD 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, SHEET & 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO, 1W S.S. AGGREGATOR MASONRY ANCHORS. No.58705 7n z 13 STA Eo q10 M P.E. FL P.E.# 58705 . . ... . . . ... •• •• • • • •• •• • • • • • • • • • • • � 0�1�•„ ��i ELOO ULTRACON OR ELCO 114'&S. AGGREGATOR MASONRY ANCHORS. FORBTEssTWSTtiR-MA THAN �T�s a�� •' VCENSF `�Ep FRONT VIEW 18 GA AND COMPLUM WITH THE FL StROING 1&1 AM(MODBACKERItl4(ST UBED• Q' ••••* ACTACHMENT BYOTHERS. NO. 58705 EXTERIOR USE WOOD AN*M SPECS SIDE VIEW Ck' • • ••• • • • • ••• DETAIL E DETAIL C: *� QTO MM4LtQ N • • • s� � �� • • O • • • MULLION DIRECTLY ATTACHED TO � • • • (I�GLIP) • • • INTHRSECTION • •• MASONRY STRUCTURE • • • • •_IiMAY B UlSTALL r "TEE' OR'CROSS o (STANDARD CUP SHOWN) • • • • �RrERSEAs. • 4 valets � 2) MAY BE INSTALLED HORIZONTALLY I (SHOWN) OR VERTICALLY. I TYP.ANCHOR • • • • • • • 0** • • EIIFIERTHE I PERSUBSTRAM • • • • • STANDARD SEE TABLES 18.10 • • w • • • S SHEETS 18-20 Q W °� i . TOP VIEW • • • • • • • 1 ESP TNG MULLION. Z WAY BE I Ii t ' EDGE8STANCE • MILLM o 0W • • • • ••• •• ANCHM WOES D I I H d 012STEELSCFLnM y sw-DRILLING OR PREDRILL MULLIONANDUSESMS W oo m co In d n N W ..�`� MULLION (� co EXTERIOR a oR 4" _ ¢Z ° " g o EDGEDISTANCE FOR HD LUHNIE U z 8 s EXTERIOR Z .— M TVP. ANCHOR f" Z ¢ It ��PPPERSUBSTRATE. O $`1 / 8�TABLES 18•tOB �•AICHIR WESHEETate-m FOR (Fnw / BL*MTFW PERSUBSfRATE. HOLE LOCATIONS (oSEE TABLES IB-fOB W Aero FRONT VIEW EDGErTf ATTACHMENT DISTANCE F„ BY OTHF3L4, SEE TABLES y cr��rtccnnrr, 9• SEE 18.568 ---7---•_ .•'. • • . ° SHFE1' 1. . , a MAI ��>'''EDGE_Mw 2.71tsICONCRETEORCMU MwvHlslcoltr�lErEORCAsu , 1HT SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES.• 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STl1CC0. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION STRUCTURE TVP.A PER: ATE, A. `�SEE7ABLE8 t&108 S ® raonUCl'REVISED w oomplyieg with the FloTidB 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 egoSEE .` `. HOLE y BBSdi� Code 'l— A 1 FOLLOWING FOLLOW WG SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS `` MULLION c�P� Duoo 3) ANCHOR HEAD TYPE MAYBE PANHEAD, HEXHEAD OR FLATHEAD. ® �➢ D2doProGBGContro 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET S. I I I I I I I I /l 5) FOR MASONRY APPLICATIONS W MIAI&DADE COUNTY. USE ONLY MIAMI -DADS COUNTY APPROVED SCE � 0�1�•„ ��i ELOO ULTRACON OR ELCO 114'&S. AGGREGATOR MASONRY ANCHORS. FORBTEssTWSTtiR-MA THAN �T�s a�� •' VCENSF `�Ep FRONT VIEW 18 GA AND COMPLUM WITH THE FL StROING 1&1 AM(MODBACKERItl4(ST UBED• Q' ••••* ACTACHMENT BYOTHERS. NO. 58705 EXTERIOR USE WOOD AN*M SPECS SIDE VIEW Ck' NOTES: n I S 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD �.�0�'•, sTA�lI/ ANCHOR VALUES MAY BE USED. i •,ALORION.- 2) SEE COMESKMOPIG MULLION TABLES,'�__j��`` SHEETS 617, FOR QUANTITY OF SCREWS. A LYNilllibl)L.Ltrt, P.E. FL P.E.058705 FEI-._-_---.. EMEMOR O DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE OETAB.SA-E. \ C SHEET82AND3FORDISTALLATION X TOSPECIFICSUBSTRATES INTO WDW,STEEL, ALUM, CMU OR MASONRY SIDE VIEW SHOWN WDH YX 4•X.128• MAJOR NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11- X.12F MULLION. 2) SEE TABLES 18.108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) EXTERIOR O O O O TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.118 2•XB X.126• ANSLE CLU'. 2 PER MULLION END, MOST DE IN I INSIDE OF MULL. 1 1 INTO W000. STEEL.ALUM OR MASONRY • • • BE Lii :- - :0 •• • OPV MWLL40NNN INIS'N4LATION • i 0 • i . •. • 41113LE %JPJ .:. . �. _30- OR 4a• DAY MULL • ••• • • • ••• • O••• •!• O TOP VIEW I I 1 TYP. ANCHOR I ERSUBSTRATE, 1 SEE TABLES 12B OR 138 I I EXTERIOR 1 I rxa•ANcaEcuP, 2 PER MULUON END, MUST BE 1 INSTALLED INSIDE OF RAY MULL. 1 O NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2 ANGLE CLIPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18-118 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. cY LYNN •'I,ICENSe ••,•.Q i No. 58705 _ �'•� to )S t • �' �•' STATE OF a stJ�p� �� `yNM MIb4ER. P.E. FL P.E,B 53705 • • ••• • • • • ••• • • • BE Lii :- - :0 •• • OPV MWLL40NNN INIS'N4LATION • i 0 • i . •. • 41113LE %JPJ .:. . �. _30- OR 4a• DAY MULL • ••• • • • ••• • O••• •!• O TOP VIEW I I 1 TYP. ANCHOR I ERSUBSTRATE, 1 SEE TABLES 12B OR 138 I I EXTERIOR 1 I rxa•ANcaEcuP, 2 PER MULUON END, MUST BE 1 INSTALLED INSIDE OF RAY MULL. 1 O NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2 ANGLE CLIPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18-118 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. cY LYNN •'I,ICENSe ••,•.Q i No. 58705 _ �'•� to )S t • �' �•' STATE OF a stJ�p� �� `yNM MIb4ER. P.E. FL P.E,B 53705 TABLE 1A I TSRI F 1R IGURE 2: TABLE NOTES: MuMan Capaft Table • • • • • • • • • ItODUCTRBVISBD s a6ny1ly61gwNih IheNkrWo OpeningWkM(forvemcalys-dMM O-) or OpeningHeight(kr htA sp-rftm1flare) Sahamm SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 27k Cone(eta a�te,8te4 S in Cap. so In 9D In 7016 Bob 901n Wow t20b •14011 • • • taotn • 1 x2x.128 R4t6nguinr I Tmpafty. Peawradw 71wrdam• Rtlan9am Losdbm L�n9 Loaang to-ftLwft wman9. ReolmlgOm L�8 Twp7d-g, RaolanrAw L�n9 Loaft Ti.plydmg Rmtmgdar Lap7rdmm. Lamm I.aadm9 Loading Reoleugidm Tapnftm. L6adN9 Loaft 1/4"Ebo llOacm Tapir Lmang L -a9 Alum Tuba Edoa dM. -(b) r 2-117 r 2.117 3-1w r 2.117 r 2.12' z 2 7 &OP 0.80' 42b 1119 406 1�.8 332 832 dOB 11&6 323 79.9 400 707.0 321 80.9 90 104.4 318 021 408 104.9 318 66.9 408 100.0 318 489 403 104.0 $10 39.9 408 AA 30 4b.0 4118 iR.O 1 1-114• 46In 749 312 039 250 02.4 312 73A 262 63.6 312 67.0 248 469 3t2 832 248 41.8 312 81.3 249 37.6 312 81.0 244 312 312 81.0 244 2&8 312 81.0 244 23.4 312 81.0 244 SUMIn 63.9 281 70A 234 632 281 615 728 45.6 201 6&7 224 39.0 281 62.1 222 3&6 281 60.1 22D 319 261 411.3 219 28.8 281 48.3 219 220 281 49.3 219 m.0 281 49.3 219 984 Ms 50 to 628 247 57.6 207 43.9 247 499 202 37.6 247 449 199 329 247 415 198 29.2 247 39.4 194 28.3 247 38.4 193 219 247 38.1 193 169 247 38.1 193 WA 247 30.1 193 WA 601, 30.4 200 41.2 170 V-0 200 35.4 168 27.4 200 315 163 24.0 200 28.11 16D 21.3 200 27.1 159 192 200 259 187 19.0 200 25.0 158 9400. 1120 On 4 Atha. ® 7 WL O.& /(2)M A7gla Clips / (Fig. 3) 7801ba 63 b 33.1 181 35A 155 27.6 181 30.3 152 ZL7 181 289 149 20.7 181 24.6 146 M4 181 22.8 144 189 181 21.7 143 WA ' 93SIha 680 to 2364 pp 88In 289 185 309 142 24A 165 28.1 139 20.8 165 23.1 138 1&0 165 VA 134 WA WA WA WA WA WA 721n 222 139 23.3 120 1&5 139 199 1% 155.9 139 17.8 116 WA WA WA MO M 1 AthwI F -Op 9) 1950. i�lba 78 In 18.9 125 1&7 100 1&1 125 189 107 135H. 1400. 1770p 3700. Zb es 3320. x10. 1030. 78 in 175 118 182 104 2Atha. 4' 91.15• Min. O.CJ F•COp{F(g. 8) 2400. 350IDs WA WA WA WA looms I TSRI F 1R NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (DP_)x Uuu.ioN � ( ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. A FIGURE 1: IGURE 2: TABLE NOTES: Anchor Capacity Table (Ibe) • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. ItODUCTRBVISBD s a6ny1ly61gwNih IheNkrWo Sahamm SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 27k Cone(eta a�te,8te4 S in Cap. Hoawcmu FnW CMU PT Wood Meta! ArchOrClpPathema AtphorTrpe: 3116'Eko 101raCM 1/4"Eim l6heoon N19'EW I811aaon 3118•Elao lBbton 1/4"Ebo llOacm 714'88 eco EH6•Ebu 1W 88 Elco AggreGala tl0aoan lggrecata 010 Sled 0128ted 9128tW SaremIr357 Sae1v(GS) 8aew(65) Edoa dM. -(b) r 2-117 r 2.117 3-1w r 2.117 r 2.12' z 344 7 &OP 0.80' &324• Embadmmd (b) law 1314• 1374• 1314• 7 1-1Ar 1-114• 1-114' 1-114• 1-114' 1-114" T 1319' 1318` (eee rote 4) 2 Athae�4 39D an 450@. OMMS 10441x. 2700. 28D 354 Rs 7400. 480 Ws 984 Ms 118203 =11. 420 On WO Ws 4 Aroha.01.1W Mh O.C. 1111atdmd(a 016@8 COp ft 2) 4801b. 7000. WA. WA WA WA 380 as WA WA WA WA WA 652 ft 9400. 1120 On 4 Atha. ® 7 WL O.& /(2)M A7gla Clips / (Fig. 3) 7801ba AMU 680 0. 16600. 199010. 640 r. WD Ib. WA 76D Its 93SIha 680 to 2364 pp 852 as 840 rot IM M 2AWhas @ &4S Wa O.C.I =p, boo 10 ADM (Fig 4) WA WA WA WA WA WA WA WA WA WA WA WA WA WA MO M 1 AthwI F -Op 9) 1950. i�lba 2250. 445 as Mn. 135H. 1400. 1770p 3700. Zb es 3320. x10. 1030. 2100. 2800. 2Atha. 4' 91.15• Min. O.CJ F•COp{F(g. 8) 2400. 350IDs WA WA WA WA looms WA WA WA WA WA mum 42001. 5000. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (DP_)x Uuu.ioN � ( ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. A FIGURE 1: IGURE 2: TABLE NOTES: • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. ItODUCTRBVISBD s a6ny1ly61gwNih IheNkrWo SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS ---i toff r. a�te,8te4 S 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. o Coniro HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 2.000• III f FIGURES SHOW SUGGESTED, APPROXMATE HOLE LOCATIONS FIGURES LYNN/( ANGLE CLIP MUST BE USED IN PARS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3013PECIFICA710N3. HOLLOW MID GROUT-FIILED `��v�Y � �j. •• ""' � �� ••'• �: • FIGURE 4: FIGURE 6 FIGURE S. CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED �,1GENSF �i is YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8053-T8 AND BEA MINIMUM OF.126• L * ' No. 58705 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2• X .125• MULLION / _ �L' i THE MATERIAL. ; 4 Omv L�s&1 AL. dNid�ABL P.E. FL P. # SSM . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• I TABLE 2A r... c ofa FIGURE 2: TABLE NOTES: Mullion Capack Table McwVl �@aR i00 r-1-- DA"1) • • • • • • � No Opening Width(torvelBoa sperm,mAcns)orOpeningHelght(forhoftmft9y-spaMr.9nfi na) • • 0• _ 36k C4eo. 50 in BON Mn win Win t00In '12014 I In • • • t00in • • Anehorrrpe Reet.�llm TwPlydegq. Reclsn•dar T�apTdm@I Reotesul. TrepTdmq RealsrOulat Tte{Yrdwg. 14eUmgWer Tlwrdmq ReolenBWar T•prdaag. RenteagWar Trep'rdergf. Reaim0ldef Ttap?daa9 Reotetiputar Trep7Tdang. 1 x2 x.378 Loaft L -ft Ewft Loamlg Loaft Lm*V Loaft Looft Loadtg Loadaq Loft Loading LOX" Loaft Loaft L -ft Looft L4odfng 3•tre• AtuaL Tubo mumon 0.48" &ar144• YELLOW SOUTHERN PINE WITH AN SG OF 055. ALU MNNUM SHALL BE 808748 AND 13E A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUG4 STRUCTURAL STEEL TO BE AT LEAST .125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2 X .376' MULUON ? KOp .., ( i5 13 : 1-w I -Tr 7344' 2' 1-v4• 1-111c 1-wc 1-v4• 1.114' 1-vd• 7 1376• 1-W N0128ted 4)aA1,11M 4214 170.0 620 170.0 436 151.31 662 170.0 478 IMM 662 170.0 Sea 113.8 662 169.6 618 100.9 662 108.8 617 90.8 662 188.9 617 7&7 851 188.8 617 84.9 682 18&8 617 6817 882 1881 8171 280 4814 12L8 607 '138.0 419 101.4 807 119.2 410 88.8 507 108.7 403 Me 607 102.6 399 67.6 807 89.6 397 60.8 507 89.0 399 60.7 607 e9.0 398 414 607 09.0 398 3&0 507 99.0 396 WA WANfn WV 468 114.8 We 884 458 89.9 371 74.1 480 9&6 304 89.8 458 84.8 380 87.6 468 81.3 367 61.8 488 MO 308 412 446 80.0 358 37.0 458 See 368 324 458 60.0 358 N N BSO 400 83.3 338 71.2 400 BQ8 328 81.0 400 727 322 614 400 87.3 318 47.6 400 84.0 316 427 400 823 314 35.8 400 81.8 313 30.8 81.8 313 28.7 400 61.8 313 BOOta Win 623 324 68.9 276 81.8 324 57.6 270 44.8 324 61.2 204 38.8 324 4&9 200 34.6 324 43.9 257 31.4 324 420 258 2&o 324 4&5 253 222 324 40.6 253 19.8 37A 40.6 283 WA 6314 (Mil 280 67.4 252 44.8 294 49.2 248 384 204 43.8 241 336 284 39.8 7J7 29.0 294 37.1 230 2&9 294 3&2 272 224 284 33.5 230 19.2 204 334 230 1&8 294 33.4 230 225Its 6814 488 208 49.8 710 390 � 424 225 334 258 37.6 221 292 268 341 218 Me 268 31.6 215 2364 268 Me 212 19.5 268 2&O 210 16.7 288 27.7 209 14.6 288 27.7 209 7214 3&0 225 37.9 t93 30.0 225 322 191 25.7 225 2&4 188 .6 225 2&6 186 20.0 226 23.6 t82 180 276 221 180 1&0 226 20.3 177 12.9 228 18.6 178 11.3 226 19.6 176 I WA 7814 30.8 202 320 117 76.6 202 27.2 173 21.9 202 23.9 170 192 202 21.5 tW 17.0 202 79.7 18.5 16.3 202 18.4 161 128 202 16.7 160 10.9 202 1&e 188 9.8 202 1&8 188 7814 28.3 192 29.6 168 238 192 2&1 186 20.2 192 220 t62 17.7 192 197 169 1&7 182 1&i 187 14.2 782 788 189 11.8 192 1&2 162 10.1 192 144 160&$ 102 14.2 150 8014 18b 14418.0 128 1&4 144 181 1� 06 In 18.'1 127 1&e 113 r... c ofa NOTE: FOR THE OFFSET OLTP, USE THE SAME ANGHOK PAT 1tKN ANU ANUHUK VALUt.Y A5 1 M b IANUAKU W.It'. ANCHOR CAPACITY ADJUSTMENT FORMULA (OP-) X (ANCHOR CAP.,,,, \ ANCHOR CAP., MULLION CAP..: USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUOIN. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. P FIGURE 1• FIGURE 2: TABLE NOTES: AnchorCapaogy Table Obs) McwVl �@aR i00 r-1-- DA"1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. � No Substrate SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2.71, Canasta _ 36k C4eo. Hog"cuu P4aduU Cmafo FBIed CMU PT 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18 20. 2.0W Anehorrrpe 3/t6'EIcolAlreaal v4'deolRua4on &1S• Elm tAUeaon WV ElmUMeeon.AMre0et4r 114.83 Elm 6116' E14o 1W SS Elm 910 Steat 012 SteelelAncMrClipPellema UIU9an Ag9�eG91o7 84few(OB) Screw(GB)8)EdesMft LANGLE a(tnk r 2-Vr r 2-vr 3.140.• r 21rr v 2 -VT 7 3•tre• r 0.48" &ar144• YELLOW SOUTHERN PINE WITH AN SG OF 055. ALU MNNUM SHALL BE 808748 AND 13E A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUG4 STRUCTURAL STEEL TO BE AT LEAST .125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2 X .376' MULUON ? KOp .., ( i5 13 : 1-w I -Tr 7344' 2' 1-v4• 1-111c 1-wc 1-v4• 1.114' 1-vd• 7 1376• 1-W N0128ted 4)aA1,11M 0478'Min.O.0. /etendafdw 30os 4 1 ma ZWV-m 280 Ito 7406. 466Ibo 6649. 1=10's 326 as 420 es4 Aeohas 01.16 W& O.Q I8teiOW (w 054 COP fF�. 2j 480 os 700ita WA WA WA WA 38029 WA WA WA WA WA 652 Ns 8408.04 Arte1f•603. WL 0.0.4(2) 0.[B AtgN CUPS I(Flg. 4 780 Ro 78009 SWIM 15MMS 18WM 540 a5 690Ios WA 760 Ws hie Ns BOOta 23540. 65214s Wills62AwboM 410.4V WA 0.O.I U -CU , Odo 116• ARM fFIB. 4L WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1 NOW-1FCOP ft 61 18806 19686 225Its 445I6s 8221bs 13SU 140Ws 177W 37006 23406 33256 59186 M31bs 21006 2Molima@1.18.89n.0.CJF-Cfp(Ma): 240Ibs 350ots VA WA WA WA lee r. ,A WA WA I WA WA I 328M I 42a= I88086 NOTE: FOR THE OFFSET OLTP, USE THE SAME ANGHOK PAT 1tKN ANU ANUHUK VALUt.Y A5 1 M b IANUAKU W.It'. ANCHOR CAPACITY ADJUSTMENT FORMULA (OP-) X (ANCHOR CAP.,,,, \ ANCHOR CAP., MULLION CAP..: USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUOIN. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. P FIGURE 1• FIGURE 2: TABLE NOTES: McwVl �@aR i00 r-1-- DA"1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. � No SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. tow I` _ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. P4aduU Cmafo FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18 20. 2.0W 1 I t I I I pN,.••• ••• �i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. LANGLE �� CLIC MUST BE USED IN PARS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECNFNCATIONS. HOLLOW AND GROUT -FILLED 378';' -T CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL. BE PRESSURE -TREATED Ar No. 55705 FIGURE 4. FIGURE 6; FIGURE & YELLOW SOUTHERN PINE WITH AN SG OF 055. ALU MNNUM SHALL BE 808748 AND 13E A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUG4 STRUCTURAL STEEL TO BE AT LEAST .125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2 X .376' MULUON ? KOp .., ( i5 13 : THE MATERIAL. ST TE=` %0,�'••..PLOR%o •'�C2\.� `S4NAI9NtH� A. P.E. FL P.E.A 68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . F3Ietl CMU PTWMd Medi AndmC6pPe8ame An T SI78 t]mWrma v4 ElmilNecp 6f1S• Etre ult a 3H8 Ebol3traap v4 ElOolAkamn 114' 86 Elm 8f16• Eloo v4' 86 Eta* 010 Steel 012 Steal AgVaGalm U0pap1 ASgraGelor Sa (GS) Speef(05) 912 Steel S—(05) E090 meterla*6nk r . . ... . . . . ... TARLE 3A TARLE 3R I NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. QDCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. (DP_) X ( ANCHOR ANCHOR CAP. MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. RMSED FIGURE 1: _ FIGURE 2: TABLE NOTES:AN Anchor Capacity Table (Ws) to 1.000' =PC.,. 8 271cComrade 3ak Cpl*. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FAWGMU FIGURE 3: F3Ietl CMU PTWMd Medi AndmC6pPe8ame An T SI78 t]mWrma v4 ElmilNecp 6f1S• Etre ult a 3H8 Ebol3traap v4 ElOolAkamn 114' 86 Elm 8f16• Eloo v4' 86 Eta* 010 Steel 012 Steal AgVaGalm U0pap1 ASgraGelor Sa (GS) Speef(05) 912 Steel S—(05) E090 meterla*6nk r 2-tre r 2 -Ur 3-10 r 2-11T r 2-vr r S -v8' r o.4e' a84' 0.324• Ecol,Wroat(tn 13W 1 -Tr 1314 11vr r 1-114' 1-v4' 1-v4' 1174' 1-v4" t -v4" r 1318' 1318' (5e n.4) 2 �47S A6n O.C.f bYerkleNm0568t C0p(tig.t l f l 1 A. LYNN MI� P.E. 39010o 46010* 8900a 1844@5 27061s 280 Ibe ae 488 1182IDS [be 420103 Wr 4 NWAtae 01.18' Mot. 0.411 MM 0W t0fOf" CUP D 480109 700t0a WA WA WA WA 330 me WA WA WA WA WA awDs SO 1120164 4 Arlra @T Mit O.G f(2)2.5Aigi*Cfipa/(F�. 3k 780 Ss 780F. 880105 ISWWs 1888 mS 540 Me SWMe WA MR* NO the 8906e 2384 ft 652 as 8400e 1120105 2Arah=Q O.4S• MIR O.C. f Il4AA 000 vw AOlal. (Ftg. 4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 716 Me 1 AM=I F421p(F(E. M 195 toe 195 Me 228 as 44508 S2210S 135fbS 140160 177 ae 376Ibe 2MMe 332108 661 Me 1631ie 21010* 280 Its 2Ant=s ®1.16' Mh AW FCSp(Flg. 6k 240 Ms 350 Me WA WA WA WA 180m3 WA WA WA WA WA 328 N3 4200fs 680@8 I NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. QDCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. (DP_) X ( ANCHOR ANCHOR CAP. MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. RMSED FIGURE 1: _ FIGURE 2: TABLE NOTES:AN to 1.000' =PC.,. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11� I l 1 I I 1 t t ref FIGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE '� � �OGEI4SE ''•.'P 3) MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1820. 2 7� • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. No. 58705 ANGLE CLIP MUST BE USED IN PAIRS. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANO GROUT -FILLED .'0t1A) FIGURE 4: FIGURE 8 FIGURE 8 CONCRETE BLOCK UNR SHALL CONFORM TO ASTM C SQ WOOD SHALL BE PRESSURE -TREATED �� '. YELLOW SOUTHERN PWE(WITH AN SG OF 0.88. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.128' iDiO '•., FT • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK 18 GAUG STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A3S. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2.76• X.376* MULLION p�OP, �i F •.. �.� '�.,SS/l • THE MATERIAL. fill %%% 111 l f l 1 A. LYNN MI� P.E. FL P.E.@ 58705 . . ... . . . ... .. .. . . . .. .• . . . . . . . . . . . 1.oaft Loa60g Lwft Loading Loads• Lowng 1oa41ng Loaft 4"aft Loaddg Lwall Loafpg Loafing uaft LAIR L"ft Loadl08 Ttibe PT Wood Metal AnMW PeltarrS A0e6orT7Fa 3715 EHo eXmoon u4'Eko tMtaoon 61ta• Eb0 Lamm 1 3719'EIW Haraoon 1m Elooltmeoo„ v4' SS Elco 5715 EW v4.83 Eke AMMGSW 10.118000 AMOGSW "10 Steel M sled 0/2Sw Sotew(Ga) emewm amm(05) Edge Ge(enoe(N r 42 in 170.0 1620 17101 435 170.0 744 170.0 478 170.0 899 170.0 508 170.0 892 170.0 610 170.0 Me 170.0 SPI 170.0 1240 170.0 621 170.0 1486 170.0 521 158.7 1620 170.0 521 1 TARt F AA TARI F AR FIGURE 2: . . • Mullion Capacity Table sift • • • • • .,�'oN,l t-YN..!y/ `�� 4� : CENSF ' ' OpordngWM[h(tor-Wca*sparrirer )or OponingHelght(torhmizata*spmntremtCorw) • • • • • = N0.58T05 6010 80 in 701n ION 901" 10010 120to 140N N • 1 x2.7$x • Tom' T1ep019ng. RmtmVft TMWTdmig. RaXeltg14ar TmWdaM PAcWgdu UpRdar4. Raftwu TtepMma, Radmt9tor Twpvmg. nagwagNm I T1aplMmg. Reotmtg1w I Tiepmmo. "Alum Loaf08 1.oaft Loa60g Lwft Loading Loads• Lowng 1oa41ng Loaft 4"aft Loaddg Lwall Loafpg Loafing uaft LAIR L"ft Loadl08 Ttibe PT Wood Metal AnMW PeltarrS A0e6orT7Fa 3715 EHo eXmoon u4'Eko tMtaoon 61ta• Eb0 Lamm 1 3719'EIW Haraoon 1m Elooltmeoo„ v4' SS Elco 5715 EW v4.83 Eke AMMGSW 10.118000 AMOGSW "10 Steel M sled 0/2Sw Sotew(Ga) emewm amm(05) Edge Ge(enoe(N r 42 in 170.0 1620 17101 435 170.0 744 170.0 478 170.0 899 170.0 508 170.0 892 170.0 610 170.0 Me 170.0 SPI 170.0 1240 170.0 621 170.0 1486 170.0 521 158.7 1620 170.0 521 1 1020 170.0 521 1' 48N 170.0 709 170.0 624 170.0 850 170.0 884 170.0 892 170.0 We 170.0 1133 170.0 661 170.0 1276 170.0 a77 170.0 1417 170.0 680 141.7 1417 170.0 680 121.6 1417 tA.O 10&3 1417 nag 060 2" 50.8251" 170.0 747 170.0 883 t70.0 886 170.0 631 170.0 1048 170.0 684 170.0 1193 17x0 723 1828 1288 170.0 747 148.3 1268 170.0 758 121.0 1286 170.0 788 104.6 1288 170.0 756 91.4 1266 170.0 768 54N 170.0 707 170.0 612 170.0 8811 1700 691 170.0 1118 170.0 764 iW.7 1130 170.0 803 1339 1130 170.0 837 120.0 1130 170.0 658 1005 1130 170.0 801 88.1 1130 170.0 B81 76.3 1130 170.0 851 7 so In 170.0 865 170.0 701 1495 918 1823 701 126.6 915 144.6 748 1099 018 132.3 736 97.0 018 1239 726 87.8 915 118.6 720 732 918 114.4 715 82.8 91S MA 715 64.0 918 iK4 716 1-v4• 63 In 1519 830 1819 710 1265 830 138.9 894 1085 830 1232 681 94.9 830 1122 870 84.4 830 1044 682 74.9 830 09.4 6% 83.3 830 04.5 649 64.2 870 84.1 849 47.4 SW 94.1 049 390168 69N MA 757 140.0 650 1109 757 110.8 638 94.3 757 106.9 624 82.8 757 88.1 614 73.4 757 69.1 608 80:0 787 842 600 Bae 757 7&0 583 47.2 767 782 691 41.3 767 782 591 j 72 In 101.7 038 1064 552 $4.8 630 91.0 640 727 838 80.1 530 83.8 838 722 621 695 am 805 814 80.9 838 52.3 508 424 636 572 600 38.3 WO 65.3 407 31.8 638 95.2 487 326 Be So T8N 605 871 90.4 408 72.1 571 784 468 Or 71 07.4 479 84.1 571 604 471 490 571 555 464 4&2 571 514 458 3&0 671 47.0 451 30.9 671 444 447 27.0 671 445 448 WA WA 38.00- WA WA 78 N 80.0 50 03A 474 car 542 70.8 463 67.1 50 82.1 458 60.0 612 55.7 M9 44.4 642 61.0 N2 40.0 $0 475 437 33.3 $42 425 429 28.6 842 40.8 642 40.1 423 Angle CrtpeT(Fig.3): 00In 82.1 407 83.7 381 43.4 407 45.4 388 372 407 394 349 326 407 36.3 343 2&9 407 32.1 338 2&0 407 29.6 334 21.7 407 28.1 327 1&a 407 24.1 407 23.0 319 8409._ OBN 429 3% 44.1 320 354 385 372 314 30.7 356 32.4 309 28.8 358 2&S 304 234 368 28.1 300 21.6 380 24.0 206 17.9 388 21.0 289 18.3 398 192 380160 23841.0- 108N Set 283 Sea 255 25.1 283 25.0 251 21.5 283 224 247 1&6 283 18.0 244 1&7 283 19.0 240 1&1 283 184 237 t4252MIS WA 111 N 274 287 28.3 242 2&1 287 23.8 238 10.8 287 20.8 234 17.3 267 14.3 231 1&4 287 18.6 Me M WA WA 120N 74.0 229 223 208 18.3 229 185 205 1&7 ?19 1 182 202 WA 7160- TARI F AR NUTE' FUR I M (PF.YET ULIP, U`W I Mit `JAMS ANUMUR PA1TtM ANU ANE;HUR VALUES AS THE BTANUAKU CLS'. QDCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP.,,,,„„\ a ANCHOR GW.,,, IMULUON CAP.,,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 3: • FIGURE 2: . . • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ILLED HOLES TO BE DRIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. 2.780' Anchor Capacity Table (Ibs) .,�'oN,l t-YN..!y/ `�� 4� : CENSF ' ' FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. = N0.58T05 ANGLE CLIP MUST BE USED IN PAIN. SSt._bma Aw 27K Cmcmte FIGURE 4: FIGURE 6: FIGURE & ask Cmto. p . �' IS �3 Lu HW[w cmu 1 Fro 101 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND FM d CMU PT Wood Metal AnMW PeltarrS A0e6orT7Fa 3715 EHo eXmoon u4'Eko tMtaoon 61ta• Eb0 Lamm 1 3719'EIW Haraoon 1m Elooltmeoo„ v4' SS Elco 5715 EW v4.83 Eke AMMGSW 10.118000 AMOGSW "10 Steel M sled 0/2Sw Sotew(Ga) emewm amm(05) Edge Ge(enoe(N r 24W r 2.17r 3.15 1' 2 -VT r 2.117 2" 3-vw r 0.45 0.84• 0.324" Er"hedlomdM 1'v4' 1374' 1417 1374• 7 1414' 1-v4' 1-v4' 1-v4' 1-114' 1-v4• r 1.315 1315 dee we TI 2A.hmQA7S69A0LG atandXd.MdCOpF4Ir 390168 390_1._AW0445 016- 69' a._ 7 260 354Ih9 740_1._ 46816._ 66415- 11920» 326 Be So Sman 4AWW@ 1.17 It% GG IMUdX0(of OE-MCOP ft 480 m9 lao lD-A WA WA 38.00- WA WA WA WA wA Same Imam Angle CrtpeT(Fig.3): 780 a._ 780169 0 a._ 1898N9 8409._ 6600- WA 780 as BMWs 380160 23841.0- 652M 11201.69 2Awbm@0.4VMN.GG.1Ut18p foto 1M'Afam.(..4t WA WA A WA WA M WA WA WA WA WA WA 7160- 1AWOIF-C9p(Rp 5): 1&4 a» 19500 9q 8?i0w MRS 1408» mN9 37o a10 234 as 330. m9 591169 1._309 z1oft 280W 2Aatlmis®1.15 O.CJ F-08P(FD. BX 240 ata 39oibsA WA WA 1805._ WA WA WA WA 328@._ 410 as 580109 NUTE' FUR I M (PF.YET ULIP, U`W I Mit `JAMS ANUMUR PA1TtM ANU ANE;HUR VALUES AS THE BTANUAKU CLS'. QDCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP.,,,,„„\ a ANCHOR GW.,,, IMULUON CAP.,,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 3: • FIGURE 2: . . • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ILLED HOLES TO BE DRIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. 2.780' 41md Dago P1v4aM Corar" 11l I t I 1 r 1! .,�'oN,l t-YN..!y/ `�� 4� : CENSF ' ' FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. = N0.58T05 ANGLE CLIP MUST BE USED IN PAIN. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK (MIT (CMU) SHALL CONFORM TO ASTM C-90 WOOD SHALL BE PRESSURE -TREATED Aw =_ I FIGURE 4: FIGURE 6: FIGURE & YELLOW SOUTHERN PINE WITH AN SO OF 0.86. ALUMINUM SHALL BE 8083 -TS AND BE A MINIMUM OF .125' p . �' IS �3 Lu 1 Fro 101 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND rX2.74i'X.650'MULLION 0 S TE F ��'.fCOR10P. �iSs+rO THE MATERIAL ��A'' `�11��?�� A.LYI '*ILf.l:R,1P.E. FL P.E.# EMS • • • • • • • • • • Murton Ca Table • • • as • OpenftWidth (kr roer8eelysp9MrlgnvAcm)o70pan(ngHeight (for hodmle-) • s a • • Win loin 701n 64In In f00k1 120 in 14010 Lf m Rageng�im TIeA rrimg• Rimier Trepffileng. Rmt-111 T,,pn,, 19• Ruder ha#ftl9• Trag181m . ke0fer�00r Treptr�ng• Renlmlg1091 hepr166ang• Reader hepifAan9• Reaiengnia heDrafe119• 1"x3.126". WmWB Laadktg LoatYn9 L - ft uaft Loamlg uadnfl LOU" Lars Lowing Loa6n9 Lwft L-grt g Loadn9 Loafg loaft tooft AWAIUM Tube WO $}LoagPng II • 27k Cmade I I I 1 11 if Ilal il 1.1 if If 11 1 if 11 0111 11 1 11 1 11 If 11 1 11 1if 11 Iffl-111 42 In 17&0 H2O 170.0 436 170.0 744 170.0 479 1170.0 688 170.0 608 170.01 882 170.0 519 170.0 1118 170.0 521 170.0 1240 1710 521 170.0 1408 170.0 621 170.0 t736 17&0 GL1 1 lag 176.0 at 481n 170.0 708 170.0 624 170.0 610 170.0 884 170.0 992 170.0 HW 170.0 1133 170.0 581 170.0 1276 170.0 677 170.0 1417 170.0 HW 157.7 1577 170.0 860 135.1 1577 170.0 660 11&2 1677 170.0 658 wvs In 170.0 747 170.0 383 170.0 898 170.0 631 170.0 1048 170.0 884 MA 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 170.0 768 121.6 1496 170.0 758 10&3 1495 170.0 758 64 In 170.0 787 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 583 16&1 1401 170.0 837 149.6 1401 M0 969 124.6 1401 170.0 681 10&8 1401 170.0 801 93A 1441 170.0 881 6061 170.0 885 170.0 701 1711.0 1063 170.0 797 158.5 1158 170.0 879 139.7 1158 167.0 029 1238 1158 158.6 917 111.0 1156 148.7 010 8 144.6 903 69.4 11A 144.6 003 926 INA 144.6 803 7$49_24.2 031. 170.0 9W 170.0 745 159.8 1049 170.0 950 137.0 1049 1515 ON 1199 1049 141.7 846 IOU 1049 1320 839 910 1049 128.6 628 79.9 1049 119.3 820 B9 118.9 $to 598 1049 118.9 818 58k1 158.8 966 170.0 789 139.0 9% 161.3 804 119.1 953 1317 786 1042 965 121.4 775 929 055 112.6 786 814 956 1084 757 89.6 956 998 749 5 9&7 748 621 956 O&7 748 721. 12M 803 134.0 697 107.0 803 114.0 582 81.8 803 101.1 870 $.3 603 91.2 658 71.4 803 83.9 649 642 803 76.8 B42 63.6- 803 722 � 4 618 628 40.1 803 60.7 667 Is to 109.2 721 114.1 629 91.0 721 97.0 816 76.0 721 83.1 005 6&3 721 78.6 595 60.7 721 70.1 588 64.8 721 85.4 579 46.6 721 69.4 SW 3 5&6 564 34.1 721 5&1 583 2 -Ur r 3418' 78 tri 101.0 884 106.4 W 442 684 00.4 587 M.2 884 78.4 576 831 884 70.4 507 66:1 684 04A 538 50.6 684 59.9 551 42.1 884 64.1 541 3 31.3 196 31.6 ON 50.8 534 9O)n 86.8 614 079 468 549 814 $.3 448 47.0 614 W.0 MO 41.1 6U 44.0 433 3&6 614 409 427 YL8 $14 37.3 421 27.4 514 33.0 412 2 30.4 400 2&6 614 29.0 403 98 fn 642 452 83.7 404 452 452 47.0 398 38.7 452 40.9 390 33.0 452 3&4 584 30.1 452 32.0 $78 27.1 4% 30.3 373 228 452 26.8 383 1 242 369 16.9 452 22.838.1 357 388 322 31.7 357 327 317 272 357 28.4 312 23.8 367 26.2 Me 21.1 357 227 303 1&0 357 58.8 289 16A 387 1&O 264 1 1&2 28711.8 367 158 283 35.1 338 359 300 202 338 58.1 581 260 338 26.1 288 21.9 338 23.1 292 19.6 338 209 258 17.6 338 10.0 584 14.6 338 16.5 278 1 149 273 11.0 338 13.8 289 120N 27.7 289 282 203 231 289 237 259 19.8 289 20.5 259 17.3 289 1&1 252 15.4 289 162 249 138 289 i4A 246 11.8 289 128 240 9.0 258 11.4 239 &7 289 10.4 232 TART F FR 1v -rvm Inc wrocl "W, Vie grim am=pjgvnvnral lm PA4UPoVli11UKVAW=FW lM-JlAr4UAKUL;Wr. FIGURE 1: FIGURE 2: 0 FIGURE 3: 1 0 0 - i F 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: TABLE NOTES: • e •� AnchorCepaoily Table (lbs) • • ! • Orale: • 27k Cmade s >2 Uk C000. Hanowcmu I Mod CMU PTwom M" COP Patterns Armhalypa WIT Elco f38aoon 14'EW flla d18'Eba '16* n VIWEIWUb m 1/VMWI8reom U4.-88Ebo 5115'Eleo A94eOmar Utk m 1488FJw 01081W 0120W 111281WAn&= Agga6dw 8erevr(06) 8o (Gs) Sm (06) Edwpstwm On i• 2.11T r 2.12' 3.18' r 2 -IW r 2 -Ur r 3418' Y 0.48' oar o" Emtiedtomlft I -VC 1.3/4•I1.314• I've 2' 1410 1-114• 1414• 1-vd' 1-1M• /-v4• 2• 1.318' 1.318` (seaoob4) 2Anchm@4.78'Mh O.(-/ V=Ckd Opft* 390 pre 390 lbs 450 VA BOOMS 1644 ms 270 ms 2BOft W4fh. 740 Ow 46811 684 rm 11H2@s 328 Poo 420 Un 0. 4 Avahae 0 Uir WL O.C.l Btendmd 49p:14 2): 4WD.- 70011. WA WA WA N1A m Ua WA WA WA WA WA 852 gn 840 R o 112011. 4CUPS ft 4 7800. 7580. 65811. 156411. 18586. 540 ma GW@s WA 780Ilm on the sm 0. 23841 6528. 84OIbs 11200. 3 Andlma (410.45• t&n.O.C. / UaA foto tp'Atmn. (Rg.4): WA WA MA NM WA NTA WA WA WA WA WA WA WA WA 10740. 1 ktchwl F4Wp(ft 4 185110 1969. 2280. 4480. 872 Lhs 1330. 14OW WPW 370@0 234@s 33215. 891 1. 163me 2100. 2WIDs 2 Amhae®1.1WMM O.C. t FC11p(flg. 4 240 on 3509. WA WA WA WA too me WA WA WA WA WA 3201ha 4200. SW O. 1v -rvm Inc wrocl "W, Vie grim am=pjgvnvnral lm PA4UPoVli11UKVAW=FW lM-JlAr4UAKUL;Wr. FIGURE 1: FIGURE 2: 0 FIGURE 3: 1 0 0 - i F 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: TABLE NOTES: • e •� • • ! • • 4401 •• • s >2 T -01-)w ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP.,,,,,,,,\ a ANCHOR CAP. - ,E ON CAP.,p,,,., USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.W. ALUMINUM SHALL BE 6083T8 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .128" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. yiQ �`�''�a• ucENSF'••F'P �: t 1413 3 TE OF 14: ` / jONAl. V \\% A. LVsvr, M8&Ot; P.E. FL P.E.@ 58705 TART F RA . . ... . . . ... • • • • • • • • • • I TART F AR FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4. FIGURE 8: FIGURE S: Mullion Capacity Table (PnW) • • • • • • • Opening Width (lorvsdca*spaMr1q-A ns) or Opening Height ((erhaimnla*spmringrmmom) • • • • • 8ebsbele: •1) Gob Gob 70N 80b 901n 100 In 120N 140b Houmcmu 1 Med CMU Rea1091W 7mpirdmtg. Re4 M*W TreplTdm0. Redmguim Traplfto Recl le< Tfe#Tdmg. ReatmgNm TMPMt ng. Rem 'RaATAang. RemmpOa TfwTdmg. Ree -via TreplRlang. Redmg Am TreWafmo. 3178 HeotJprecat lx4x.125 Loaft L -ft Loafto Loafing I I Loaam; Lead" Leadeg Loaft Ins•ag Loaft Loge" loa4N0 Low L -ft Loafing Loaft toa8ng Lmmng 3.118• Alum Mullion e � � � �' � �' � � � �' �' �' � � � � r � aha• a32r Effftdmant(N): M4' gg • • t34• r 42N 170.0 820 370.0 495 170.01 744 170.0 478 170.0 888 170.0 ON 170.01 M 170.0 5f9 free 1118 170.0 521 170.0 1240 170.0 821 170.0 14M 170.0 521 145.8 1499 170.0 621 1127.8 140 1 170.0 IRI 139• 48 In 170.0 788 170.0 524 170.0 050 170.0 604 170.0 982 170.0 am 170.0 1133 170.0 661 170.0 1278 170.0 FUR 168.3 1303 170.0 880 130.3 1303 f70A 660 111.7 1303 170.0 680 97.7 13M 170.0 680 270are 50.Mtn 170.0 747 170.0 593 170.0 898 170.0 651 170.0 1048 170.0 684 170.0 1195 170.0 723 158.1 Me 170.0 747 149.5 1236 170.0 768 117.1 1235 170.0 756 100.4 1235 170.0 768 87.8 1235 17x0 756 ago @a 64 b 170.0 787 170.0 612 170.0 858 170.0 M1 170.0 1118 170.0 784 154.4 1188 170.0 803 t372 1158 170.0 837 123.5 1158 170.0 058 102.9 1158 170.0 661 882 1158 170.0 881 772 1168 170.0 861 680an Sob 170.0 8&9 170.0 701 188.7 1042 170.0 707 1429 1042 161.1 832 125.1 1042 148.7 615 1112 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 128.1 782 71.5 1042 120.1 782 828 1042 12&1 782 Miles 83N 170.0 930 1709 745 1812 992 183.6 818 12&8 982 144.4 789 113.4 882 151.0 782 100.8 882 121.4 788 80.7 992 114.8 788 76.8 882 108.4 745 849 982 108.0 744 68.7 882 108.0 744 WA 68b 165.4 847 170.0 788 M.8 847 148.9 786 11&1 947 130.0 768 103.4 047 117.7 762 91.9 847 108.7 738 82.7 917 102.2 727 88.8 947 95.1 713 69.1 947 94.0 711 613 947 84.0 711 1780Ibs 72N 1369 848 1427 737 1132 849 121.8 722 108.8 708 84.8 849 88.4 898 788 849 88.7 885 97.0L478 87.9 849 82.7 875 689 849 78.3 W9 488 849 72.8 862 426 869 72.4 861 MMS 1t201q 0 fthm0S' f&L O.Q. f(2)295Ang15®P3(FIg. R. t170M$ 11701bs 10M Its 2340 Its 2844@8 Mare 84025 WA 1t40Ibs M b 1169 762 120.7 686 98.3 762 1028 062 02.5 90.0 Bal 722 782 Me 528 642 762 742 620 67.8 782 692 613 48.1 762 62.8 602 41.3 782 We 897 36.1 762 59.4 595 WA 78 In 10&8 724 IIIA 634 8&0 724 949 021 78.3 62.9 609 80.8 724 744 698 69.4 724 68.1 691 63.4 724 834 503 448 724 57.3 573 382 724 54.3 587 33.4 724 638 685 WA 90 N 698 543 719 403 68.0 543 60.7 474 49.7 520 468 43.5 543 47.1 488 ' 38.8 643 428 452 34.6 543 398 446 29.0 643 34.9 436 24.8 643 32.1 430 21.7 643 307 420 280 Its 96N 67.3 478 088 427 47.8 478 49.7 419 40.9 432 412 36.8 478 38.5 408 319 478 349 400 2&7 478 32.0 395 23.8 478 28.1 388 208 478 258 360 17.9 478 242 376 480lis 108b 40.3 377 51.1 341 339 377 34.8 93S Me 30.0 330 M2 377 288 328 224 STI 24.0 321 20.1 377 22.0 317 16.8 377 18.0 310 14.4 177 17*1 304 WA WA WA WA 111 N 37.1 357 378 323 309 387 31.8 318 288 357 278 -3T.-r.- 357 24A 309 20.6 357 22A We 188 357 2&7 301 13.4 357 17.4 2B4 120N 29.3 Sell29.8 278 21.6 308 26.1 274 21.0 308 217 270 1&3 308 182 287 18.3 308 178 281 INN 17.0 212 172 I. I TART F AR ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP.,,m•,,,,� =ANCHOR CAP., `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, U3E THE SAME MQWR PATTERN AND MICHOR VALUES AS THE STANUARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4. FIGURE 8: FIGURE S: TABLE NOTES: Anchor Capacity Table (Ibs) • • • • • 8ebsbele: •1) 2.71: conasw &St Cam. Houmcmu Med CMU PT Woad Mehl AndwrClip PBletm X18 HaOUuaeat 1N"EiaoWt/BCOn 6116' Elco uumm 3178 HeotJprecat ilrEkol ANG 1/4.0.3 Hao SdtB' Elco 1t4.86E1co 010 8t4al 812 � 812 Sten prssElWWft utae• AggeBata 8crew(a8) Baevi(05) saelv(0$) Etkp adame (N P 2.11r 1• 1 2-1/2- 3.118• I• 2-t1r 1• 2-t@' r 3.118• r 0.48' aha• a32r Effftdmant(N): M4' 13r 130.• t34• r 1-tw 1-114• 1-1lr 1-11r I-tw 1-1111• r 139• 1.9x7• (see note 4) 2Armlmm(g 43VAn. as IStandardCUP(Flg. l W4 390@5 390 are 460 Me 890are t9, Ms 270are 280Its 354MS lacare 4Nare MMS 102M3 32aroa ago @a as9are 4Andmra®22a'IAm0J 18bmMmdWp TIq. 7001118 700031 680 ft 14109• 852 lbs WA 680an WA 899163 WA 98oore WA 6MU)s saeare 1t20Ws BAncaas@ 1.18• N& O.C. Ifam MCUP ft Miles 140DUM WA WA WA WA Mews WA WA WA WA WA 1304@s 1660are 2M Its 4ArrAM@ 7 NhL 0.0.1(2)2a8Aoge CUM (Ffg.6 780 rL9 780@8 BOD Ibs 1780Ibs 3288 ass 540 are 580fbs 708 Its MIbs Mlbs t328Its 23841is 862bs MMS 1t201q 0 fthm0S' f&L O.Q. f(2)295Ang15®P3(FIg. R. t170M$ 11701bs 10M Its 2340 Its 2844@8 Mare 84025 WA 1t40Ibs fa041bs 1320are 360.6 are 0781b3 128901s =acre 4AnOOM@0.46WbL O.C.1UCI0.W0Vr AbM(Fig. 4 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143214s 2An5Ftor8@2.2rk%LQQ1F-mp(FE&36016e Mars 2900m 705 is abs WA 280 Its WA 315am Of. 400. Oft 328@3 420 Ws 55011m4 Andfaa881d6' WA QO.I FM ft 480lis mros WA WA WA WA 31080. WA WA WA WA WA 8621bs MW 1120M ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP.,,m•,,,,� =ANCHOR CAP., `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, U3E THE SAME MQWR PATTERN AND MICHOR VALUES AS THE STANUARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4. FIGURE 8: FIGURE S: TABLE NOTES: • • • • • • •1) • • • SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE ]*. SHEETS 2-4 FOR GENERAL INSTAL ATION METHODS. • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES FIGURE 6: FIGURE S: FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 16-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90 WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 60.83-T6 AND BE A MINIMUM OF.12W THICK STEEL ANGLE CLIP (FIGURES 684 MUST BE USED IN PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND .048 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. nm `�'��,U• •GENS •• �� i No. 58706 �* %p•• STAS.1.1.5r. S (3 '•4` iQ,� ••. •.;rtORIOP • • • irs%NAX-1�C.C? A. LY(JfJ11MIP etc, P.E. FL P.EJ368706 . . ... • . • •• e . ... •• •• • •• • • • ••• • • • • ••• TABLE 7B NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8 FIGURETABLE NOTES S 1) 9E£ SHEET 1 FOR 843TRUCTK>rt3 ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 5• FIGURE 8: FIGURE 7: ANGLE CLIP (FIGURES 5&8) MUST BE USED IN PAW. =ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DN&4SIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8083-T6AND BE A MMiMUM OF.126"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND -(W THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST AW THICKAND A38. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. A i ONS LYNN ryj/�(��i ' No. 56705 Gl! o>js I�� gyp' STAE Ag s ANA . [%VVwLL> tP.E. FL P.E.# 58708– AnaborCapaotty Table ([be) SUMM 2.70 Comte 3.6k Cmc. HOROWCMU FMW CMU PT Wood Metal ArdwC11pPatterns Amar type: 8t18 tBOoUUscon H4•Elaottbaam 8t18'gm tOracm 3198 RaoCRrecon U4 6col2haaon 114'885w 511WEloo 1W'88 Eco 8108" 0128teel i128tW AWeQdW Wrom A8gre0ator ft—(06) 81—(05) SMW(M Edge olsieam(M): 1' 2-Vr 1• 2-HY 3118' 1• 2 -Ur 1• 244 r 3-1w 21 0.48' Q88` 0.324• 1 EmbedN810 I -WV 1314' 1314' 1314' r 1-U4' I 1-114' 1-U4' 1•U4' 1410 1-1W r 1-W 1318' (sea AM 4) 2Aaob0• @4.7G Mm O.C. / SWmfmd Clip (R& 1 or 2): 380lbs =Ws 450los 8801bs 1644 Ns 2701bs 280 @$ 364 @e MRS 488Ibs 886 the 11820* 328 @s 420 mre wows 4AnChnQ 2.V ML O.C. I ftnM1Xp ft 3) "0 On 7000$ 5800s HIM 8520S WA 58o ms WA 8311 ros WA 880lbs WA 65216s 840 me 1109 8Anchas@ LII IBn. O.C. 1 Stmdod C9p(Rg.4} 9W@s 7400 ms WA KIA WA WA MINIS WA WA WA WA WA 1304 VA 1=rn 2240 ft 4 Attehata 0 r WL O.C. 1 (2) 2A A340 CUPS ft 780ms 78000 800Ibs t760Rs 3288m)s 5409• 660 ft 708ms 14801bs 8361bs 13280w 2384 ft 652 m$ 8400$ tl2o lbs 6Anclmm@ 3' Mt O.C.1(2) 2t6An#o C7tps(Ff& 1170Ms 1170 lbs IMths 2340 ms 2844 Ws Slams 840@5 WA H40ms 14060$ 13M Ws 3516 lbs 0701b3 12501bs 1680ms 4 Anthea @ 0.45 Mtn, O.G I UCOp, No IV At= (Rg. WA NA, WA WA WA WA WA NIA WA WA WA WA WA WA 143210$ 2 Anoi•ts@2.2VUT& O.C. I F Gffp PI& 3800a 35005 280 ft 705 Us 47$ ft WA 280 an WA 318 ms Olbs 4400s Oms 3281ba 420I)a 600ft 4 And=01.18.1& MC. I F421p (Rg.9k 48a lbs 7000s WA WA WA lWA 380ft I KIA I WA WA WA WA MM 640ms 1020 NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8 FIGURETABLE NOTES S 1) 9E£ SHEET 1 FOR 843TRUCTK>rt3 ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 5• FIGURE 8: FIGURE 7: ANGLE CLIP (FIGURES 5&8) MUST BE USED IN PAW. =ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DN&4SIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8083-T6AND BE A MMiMUM OF.126"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND -(W THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST AW THICKAND A38. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. A i ONS LYNN ryj/�(��i ' No. 56705 Gl! o>js I�� gyp' STAE Ag s ANA . [%VVwLL> tP.E. FL P.E.# 58708– TARLE SA . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Loafing Loa19n9 Loadhl9 LomIIng Lowing Load�g load's Loading Loadhf9 Loadhg Loadhg Loafing Loaft Lammil Loedag 1.04 ft Loafing L=ft Tube Mull 134' VW 7 1-V4' ALAI 7.114' II Hit 11 1456 1.114' Is zi MRI 1318• 42 t 170.01 620 170.0 435 170A 744 170.0 478 170.0 6138 170.0 608 17110 982 170.0 519 170.0 1118 170.0 621 170.0 1210 170.0 521 170.0 1468 170.0 421 170.0 1736 170.0 621 I TARLE SR MuMon Capaolly Table (lbad) • • • • • • Anchor CapaelyTable Ohs) OponIng Mdth((arvaWc*-spanftnuMow)orOponingHafght(torhodwnlell-spamftn iMons) • • • • 501. so In 7o in 80 in 00 fn 100 fn 120In 140 M • A1trJnt Clip Patterns 18AU • • • 126•I1 Re6tm•Wer Vapfafe09• RmtwjMw TwprWng• Reot od. T®prrdeeg. ReoWWUr VW111rden9• RaUenBWer TmpTlen9. ReMangdar 7mP'6t� Reetagdw Tmplydmg. Reelengulw Tmplydam Reatuadnl Vapfliirbm 3.188"z Loafing Loa19n9 Loadhl9 LomIIng Lowing Load�g load's Loading Loadhf9 Loadhg Loadhg Loafing Loaft Lammil Loedag 1.04 ft Loafing L=ft Tube Mull 134' VW 7 1-V4' ALAI 7.114' II Hit 11 1456 1.114' Is zi MRI 1318• 42 t 170.01 620 170.0 435 170A 744 170.0 478 170.0 6138 170.0 608 17110 982 170.0 519 170.0 1118 170.0 621 170.0 1210 170.0 521 170.0 1468 170.0 421 170.0 1736 170.0 621 161.0 1768 170.0 521 460 ft 48 In 170.0 708 170.0 524 170.0 860 170.0 684 170.0 892 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 677 170.0 1417 170.0 680 184.8 1848 170.0 880 132.7 1648 170.0 880 1161 1848 170.0 880 60M In 170.0 747 170.0 683 170.0 898 170.0 1131 170A 1049 170.0 684 170.0 1196 170.0 723 170.0 1345 170.0 747 167.0 1488 170.0 766 1392 1408 170.0 760 119.3 1458 170.0 768 104.4 14138 170.0 768 6601be 64In 170.0 797 170.0 612 170.0 968 110.0 681 170.0 1118 170.0 784 170.0 1276 170.0 803 183.1 1376 170.0 637 Mae 1376 170.0 868 122.3 1378 170.0 881 104.8 1378 170.0 851 91.7 1376 170.0 881 WA 001n 170.0 888 170.0 701 170.0 1063 170.0 797 168.0 1158 170.0 876 13M 1108 167A 930 123.8 1158 166.8 918 1112 1148 160.0 912 92.7 1158 t44.8 803 78.4 IfW 144.8 806 89.6 1168 144.8 WS WA 031n 170.0 930 170.0 745 ISM 1051 170.0 880 137.2 1051 165.9 852 120.1 1061 142.0 US 100.7 1051 1323 837 9%1 1051 125.7 830 80.1 lost 119.6 an 66.6 1051 119.1 821 80.0 IOU 119.1 521 680 U. 68 in 167.1 057 170.0 789 139.3 957 151.8 806 119.4 957 134.0 790 104.4 937 121.6 777 92.8 457 112.8 787 83.0 087 100.8 769 69A 967 100.0 760 59.7 957 989 748 622 967 968 748 mRe 72 in 128.7 884 1352 698 107.3 804 1162 884 81.9 604 401.3 871 80.4 804 91.4 1100 713 804 84.1 050 64.4 804 78.8 843 63A BO6 72.3 833 48.0 804 89.0 52B 402 B04 89.6 828 WA WA WA WA WA WA WA WA 76 In 109.4 722 114.4 We 912 722 972 618 782 722 85.3 608 68.4 722 76.7 690 60.6 722 70.3 658 84.7 723 86.6 680 4L6 722 693 570 39.1 722 88.7 686 34.2 722 52.2 5% m 78 in 1012 685 106.9 600 64.4 688 89.6 688 72.3 605 783 577 83.3 685 70.6 566 692 M 64.6 680 60.8 685 60.1 6% 422 685 64.3 543 362 686 51A 837 31.0 685 503 536 i366a 90 in 6" 515 68.0 457 64.8 518 673 449 47.1 616 60.1 441 412 616 44.7 434 36.8 618 40.0 428 33.0 818 37.4 422 27.8 818 33.1 413 233 616 303 407 20.0 678 20.1 404 103 ft so in 84.3 483 869 404 45.3 483 47.1 397 sac 453 41.0 391 339 453 38.4 385 302 453 33.0 $79 272 453 30.4 374 22.0 453 20.8 308 19.4 453 24.3 360 17.0 453 220 368 WA 108 in 361 356 $9.0 323 313 388 32.6 Me 27.2-r=- 264 313 23.8 358 252 388 212 358 22.7 ---Fit-, 368 20.9 300 15.9 368 18.0 203 WA WA WA 111 h 35.1 338 359 308 28.3 999 361 301 28.1 338 261 297 72.0 338 73.2 293 193 398 249 289 17.8 338 161 285 1201n 27.8 290 28.3 284 732 280 23.8 180 199 298 20.0 2a6 17.4 200 18.2 253 15.4 290 764 249 1441. 141 201 1623 188 I TARLE SR NVIt:1•UK IMMUMI l Wt -,UM I r1CWMr.ANVIVtCYAI1tKN AMU fflQHV11VALUtb Ab I r1CbIANUAI4UULW. (DP_) X ! .,,............"-...'.:) =ANCHOR CAP. - USE USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. RBVISED a with the Florida Pe FIGURE 1: FIGURE 2: TABLE NOTES: Br'aDpte G • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION n4iam1Dad9P66 s0. Contra • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION MErtODS. ttnulll// 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `�� ONS FIGURE • ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEEa'�a �CENSF'' • • • • BEMUSED SHOWNMUST S 18 -2D. HOLES TO BE ON SHEETS 18-2D.IGURES SHOW SUGGESTED, AIN THE FIELD PPROXIMATE HOLE LOCATIONS. *C No. 58765 IN PAIRS. SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND - FIGURE 4: FIGURE 8: FIGURE 6 GROUT -FILLED CONCRETE BLOCK UNIT (CMI) SHALL CONFORM TO ASTM C -M WOOD SHALL (O �S iS tum BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.6& ALUMINUM SHALL BE T %�Q STA O =fit/` • 668348 AND BEA MNI UM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND "g .,!�'COR10P•'' • • AW THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND Aft ALL 726' X 3186' X286'MULLION ��C`Sf ... 'v\1 `�� • • • ANCHORS NTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-V4' VF MULLION) ',, `'/ONAL ,": • A. L4%i I P.E. FL P.E.# 61rI05 Anchor CapaelyTable Ohs) A1trJnt Clip Patterns 6ubsuft 27k CmGmte 3.6R Can. Houmcmu MW CMJ PT11111 M.W 0116' Eioo Wes SO 0116' Ebo 114" 88 Eiao 810 BtefA 892 8tee1 012 Sted A1rohvTYpm 3u16' Eko t 114" Elco l9liacwl 3116' EtGO umeoon V4" EteoUlm- 18tmoon A991eQator 7811arm AgWaGaW 80rew(G6) 8emw(O5) S4rew(G6) Edo. mw- (1.x r 2 -VT r 2 -In' 0.`W r 2.Irr r 2.4rr r 3.118• r o.4ir 116- 11324" Embedment Qnj 13b' 1356' 134' VW 7 1-V4' 1-114• 7.114' 1-1W 1456 1.114' 7 1318• 1318" (ee 1d 41 zAmlma4ba7cMa.o.Q/smnaem pas 1j 3aoas 390 Ws 460 ft eeolnv as z79 211 I» 488fhs Iha 328 Ns 42o ps 6601be 4Anohae®1.16' W& 0.Q1=mdwdC6p Q9g. 2j 4801bs woit. WA WA WA WA 380011 WA WA WA WA WA mms 640 an 11200), 4 Anem 07- MUL O.C. 1(2) 24 Ards Cgpe Qag. 3j MrA MRS 680 U. 1660 ft 18562e 540 me 6800e WA 760M mRe 580 we 2384 ft 65281s Wes 112008 4 Ante ®1146' Uh O.Q 1I10A Wolff A (flg.4j WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1432ao 1 Ando l Fl2lp(F7g. 0.j 1K Ibe fes as 225 fre 446 ft 4122 W0. i366a 140ms 177Ibs We foe 2349 3521Ds L91 Fbs 103 ft 2to me 2=W ft 2A=hM 01.16' Mfg QQ1FC6p ej 2401be 35016), WA WA WA WA MR. WA WA WA WA WA 328919 420 gw tAOfDa NVIt:1•UK IMMUMI l Wt -,UM I r1CWMr.ANVIVtCYAI1tKN AMU fflQHV11VALUtb Ab I r1CbIANUAI4UULW. (DP_) X ! .,,............"-...'.:) =ANCHOR CAP. - USE USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. RBVISED a with the Florida Pe FIGURE 1: FIGURE 2: TABLE NOTES: Br'aDpte G • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION n4iam1Dad9P66 s0. Contra • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION MErtODS. ttnulll// 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `�� ONS FIGURE • ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEEa'�a �CENSF'' • • • • BEMUSED SHOWNMUST S 18 -2D. HOLES TO BE ON SHEETS 18-2D.IGURES SHOW SUGGESTED, AIN THE FIELD PPROXIMATE HOLE LOCATIONS. *C No. 58765 IN PAIRS. SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND - FIGURE 4: FIGURE 8: FIGURE 6 GROUT -FILLED CONCRETE BLOCK UNIT (CMI) SHALL CONFORM TO ASTM C -M WOOD SHALL (O �S iS tum BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.6& ALUMINUM SHALL BE T %�Q STA O =fit/` • 668348 AND BEA MNI UM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND "g .,!�'COR10P•'' • • AW THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND Aft ALL 726' X 3186' X286'MULLION ��C`Sf ... 'v\1 `�� • • • ANCHORS NTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-V4' VF MULLION) ',, `'/ONAL ,": • A. L4%i I P.E. FL P.E.# 61rI05 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... , -re o, . ono QD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. (DP„)XkMULLION=ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Florida gm! FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • • • • • • FIGURE 8: FIGURE 8: • • • • • • • • • • FIGURE 7: FIGURE 8 FIGUREG: FIGURE 10 SLE CLIP • • • • • • (FIGURES 6&8) MUST BE USED IN PAIRS. • • • • • TABLE NOTE8- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR IVFORMATION ON LOADING. SEE SHEETS 214 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN LOCATIONS.FIELDOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLEUZ 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88 ALUMINUM SHALL BE 606348 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 2.000' r X 4• x z6' MULLION Anchor Capacity Table (Lbs) �� . vtCEN�yc'' No. 58705 / % O •titl O f S )3 S�t1/ �'�� '• ;FCORIUP: ' i/� S+S......... "k\, S` �Al1 ��- .�tR, tt�� A. LYNN MILIP E. FL P.E.# 68705 636shatc 2.7k 3.6k Cana. He08sCMU FEWCL81 PT mw Anchor CUP PattemS An"Type. 3MS'Etw Uamwn U4'Elm UMm 8118'Eloo UOww 3118'Bw W,econ i1+P El- U6aaw 6MB'Eleo ua'6S Ebo 8106teel 0126[eet Oil Steel UNwm AMOGaw Saw(G5) Serxv(06)Smw(96) P.dge gatanw (Ink 1• 2-112' 1• 2.112' 344 1• 2-tw Y 2-u2'3.11 2' 0AW 0.64' LL32r Embedmad tnk 1314' 1.314' 1374' 1374' Y t-114' 1-U4' 1-V4• t4lr 1-114' 2' 1318' 1.3x8" (sw note 4) 2 Awhma@4.7S'MO,. O.C. 18mndwd Cltp(i40. 1 m2); 380 me ®s 4600W 8902s ISLE ms 2700. 280 Its 354 me 7400. rNA Me 11820. Sze lb$ 4202s 6800W 4 kWh= Qp2.68' Wn. O.C./ 6tmMmd Op ft 740 Do 7400. 630 not 1488 Pot 14210. WA B6ms WA 8862986 m3 NRA 862 as 840 me 112000 6Ambm(9171' Min. O.C. I Standud CUP n. q BBBmt 080 _T581ht 1848.9 WA WA 7060. WA 760W WA WA mlbs 1280@3 18800.4 Awhm•®3-MIo. O.Q I M 26 An& Caps M. 4 780 Rs 600. 1680 ms 1888 not 680 ms WA MW 880Its 23648. 85223 8400. t1200.B Awhm03'Un. O.C. 1(2)2x8 A,de Cft1s ft 0 11700. WOW 10200. 234029 28N2t 8400. WA 04023M440ft 364829 8780. 72800. '1860. 3And m8 @ 1.34.648 O.C./ U-ClA k4.118' Atwn. (Rg WA WA WA WA WA WA WA WA NTA WABAwlmTs @ 0.84' dm,. O.C./ UC10, note 718` Ah®. ft WA WA WA WA WA WA WA WA WA WAWA WA2Atmhma @2.6•MIn.O.C.l F'CP fflg B): 370AW 370ms 318 m9 7430W 712q. WA 2800W WA 3782s WA WA 328 ma 42028 b6OW 3AnchM@ 1.71' Idta. O.C. I Fd2tp M 380108 3800. 3400W 7800. 848 ms 2700. 2800W WA 36023 460W11829m 1 328@3 1 420 not SBO ma QD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. (DP„)XkMULLION=ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Florida gm! FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • • • • • • FIGURE 8: FIGURE 8: • • • • • • • • • • FIGURE 7: FIGURE 8 FIGUREG: FIGURE 10 SLE CLIP • • • • • • (FIGURES 6&8) MUST BE USED IN PAIRS. • • • • • TABLE NOTE8- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR IVFORMATION ON LOADING. SEE SHEETS 214 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN LOCATIONS.FIELDOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLEUZ 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88 ALUMINUM SHALL BE 606348 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 2.000' r X 4• x z6' MULLION t(11t117t1l, �� . vtCEN�yc'' No. 58705 / % O •titl O f S )3 S�t1/ �'�� '• ;FCORIUP: ' i/� S+S......... "k\, S` �Al1 ��- .�tR, tt�� A. LYNN MILIP E. FL P.E.# 68705 . . ... . . . ... 8ubstreW . . . . . . . . . . Filled CMU PTWood mew Anchor cup Patteas AnoWType: 31W EI40 Wmm i Ebounraw 3116* Eft UOrao4n L4•Elco 1711mw VC86100 51111OW 114'88Ebo 01061" 01281881 012611W AggtaGetor UUMM AgFaGaw Scrett(06) 8atear(Gb) Swm(051 Edge Obbnee(loj r 2.112• r 2 -ire r 2.1ld r 2-4W r 3'118' r 0AW a64- Q32C . . ... . . . . ... TART r- inA rA01 0 4nn FIGURE 1: FIGURE 2: FIGURE t FIGURE 4' FIGUREO: FIGURE & FIGURE 1a FIGURE 11: • • • • • • •• • • FIGURE 8: FIGURE @ FIGURE 7. ANGLE • . • • • • • CLIP • • • • • • • • (FIGURES GUILES (MUST BE • • • . • • • • USED IN PAM. :00 •• • •• • • • • t41V1inU11 LLArA1:117 AUJU0IMMI rUKMUIJC XCANCHOR CAP.,,,,,.„ MULLIONCAP.,,,,m,)=ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. WA WA WA WA WA WA WA 2854 ms I�2.BL0'�•I 3690. 74009 459 ds 682 Bs N82Iba 32899 42009 WOOS WA 633 a• WA WA WA 8521bs 84009 1120108 �. TABLE NOTES: .1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL 94STALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 8.000' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FRIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM O -W WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65, ALUMINUM SHALL BE 8085-75 AND BE A MINIMUM OF.12V THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND AML ALL ANCHORS INTO METAL SHAD. EXTEND AT LEAST 3 SCREW 2• X 8• X moi' THREADS BEYOND THE MATERIAL MULLION 11 4e P `j111111111/l!!� �p..�� o EN •'�""�;" q iii * No.58705 W -'•a STATE fsv X513 '•�� .;S,7,0NAL j,, 1`. 111111 A. LYNN MILLER, P.E. IFL P.EJ 58708 Anchor Capacity Table (lbs) 8ubstreW 27k W41010 Houm Filled CMU PTWood mew Anchor cup Patteas AnoWType: 31W EI40 Wmm i Ebounraw 3116* Eft UOrao4n L4•Elco 1711mw VC86100 51111OW 114'88Ebo 01061" 01281881 012611W AggtaGetor UUMM AgFaGaw Scrett(06) 8atear(Gb) Swm(051 Edge Obbnee(loj r 2.112• r 2 -ire r 2.1ld r 2-4W r 3'118' r 0AW a64- Q32C Embalm al ML 1374' MW 1314' 1314'1-114• 1.114^ 1-U4' 1-114' 1-1/4• 1-114° r 1318• 1318' (eee ode 4) 2Ancham®471r Mh O.C. I OW&W CSp(FO. I. 39099 390me 450108 amen EWA 27o r. Mee 36411, 40 ms 4W99 684th- 118299 32809 ft MOM 4Atmhm 61LW UftL 0.a /6tmsard COP (F0.3): Miles 700 ft 900 he 1780 @3 540 Os 6W W 708100 14300. 838 Os 1104 bs 238410- 662 be 840 as 1110 ms 8Artoha8@1.71'Wn O.C./&WdM MP(FIg. 4j 1180 Me 140069 101009 2595 Its WA 84099 WA 10661bs WA WA WA t1041bs 16801bs 224099 4 And== T Mht O.C. 1(1)2 ftleCAps(H84 780b9 7508. 680Ibs 16608s 540 bs 660 be WA 780Ibe 930 as 880th. 2384lbs SDs BWIs 1120the8Amdtae®701b. O.a! 0245 AaPC/Ps(Flg. e): ISM 89 158005 138009 312DIbs 108020 1120 is WA 182099 187216- 1760108 472809 1904 Ibe IBRDas 2240 Os 12 Atbhae0ts• MIn. O.a I fM225Attgte Cbs(ft 71: 166009 2100100 144009 3780Ibs WA 132009 WA 150059 WA I WA I WA 19950s 232010. 3360bs 4 Arches ® tW IBn O.C. / ULBA Into t4r Abad (FIS ey WA 8 AsWM 0 a8r WA O.C. I LLCOA boo ll8' Alton. (Fla. WA WA WA WA WA WA WA A WA WA WA WA WA WA WA WA WA WA WA WA 1432 be 2A 04.85•Mft O.a!F-Mp(Fb.11 390@9 390Ih8 459 Wits 1W2 me 270th. 2808. 4 Ano= Q 1.7r R ti O.a I f -=P (F07.111: 69D D9 700 [be W51b8 1288th. WA WA 470 8a FIGURE 1: FIGURE 2: FIGURE t FIGURE 4' FIGUREO: FIGURE & FIGURE 1a FIGURE 11: • • • • • • •• • • FIGURE 8: FIGURE @ FIGURE 7. ANGLE • . • • • • • CLIP • • • • • • • • (FIGURES GUILES (MUST BE • • • . • • • • USED IN PAM. :00 •• • •• • • • • t41V1inU11 LLArA1:117 AUJU0IMMI rUKMUIJC XCANCHOR CAP.,,,,,.„ MULLIONCAP.,,,,m,)=ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. WA WA WA WA WA WA WA 2854 ms I�2.BL0'�•I 3690. 74009 459 ds 682 Bs N82Iba 32899 42009 WOOS WA 633 a• WA WA WA 8521bs 84009 1120108 �. TABLE NOTES: .1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL 94STALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 8.000' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FRIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM O -W WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65, ALUMINUM SHALL BE 8085-75 AND BE A MINIMUM OF.12V THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND AML ALL ANCHORS INTO METAL SHAD. EXTEND AT LEAST 3 SCREW 2• X 8• X moi' THREADS BEYOND THE MATERIAL MULLION 11 4e P `j111111111/l!!� �p..�� o EN •'�""�;" q iii * No.58705 W -'•a STATE fsv X513 '•�� .;S,7,0NAL j,, 1`. 111111 A. LYNN MILLER, P.E. IFL P.EJ 58708 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• TABLE 11A TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 1• 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. F-03) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18&20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-28 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 606346 AND BE A MINIMUM OF AW THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL I�Yi1VR Y/ir/iYll i HYJ4A131CIY1 PVRIiIYWi: CDP..) X / ANCHOR CAP. „ �,\ =ANCHOR CAP. - USE MULLION CAP. „,,,,/ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ' No. 58705 %��•� STAES�� ••�W� NAI.4� A. LYNN MILLER, P.E. FL P.E.O 68705 Anchor Capaolly Table (lbs) Mullion CapacMf Table elfta • • • • • 3.61 Caw. MumcMU Piped CMU PT Dai Meld Alxhho7CUP Petlems OpeningWidth(Wverlic*-sp rogmullions)orOpening Height (forh3rizomeQyspann)rgmu0ton9) 3118•Ebot8baoon 114'EIWUM& &1 • 114•QeoUftr n v4' FIW &18'Eko 114.8800 910SWd 1128tad 01281ed AgBabela Utmm AW.Gator 3aewm sww1m eoa -) 80In Edge Ubte.oe @1Y 9013 r 2.112' 3-1w1• 701. 80 in 90 in IOD in 120 in 1401n is 160" • • 138'x2.11" Reeten{yim Leading Tmprrdml Re.tenow Loemlg Leafing TCWTdm• Loadpg RBolmgwu Loadln8 Tm maflg. ROGwgutaz TmpfdwV. RecWadw Trep7fdeng. 1.4atlin8 Leaning L030V Loft Lm101g I�eiely148r Tmpf7den9 Reotalgdw TM#Tdm18 Reolmo*w Lwd8 LeOmng tAE491g LeYayl Loa0h18 Tap rden9 I.eootng PO*IMeiar Loedpg TMp7d a 9oxglg xTube Mug OMchos(;p3`MIn.O.C.!(r)2[BMgle CBpn (Fl91}: 780M(WIM I880 we 1880 roe 1886iha 340Wa SW as MA 760 @e 8381ha pas Ia fill Ia 1 0 11 if 11 1 1 1 i 42 to 1442 628 187.0 42B 120.2 528 148,91 418 11010 626 130.9 414 90.1 Me 134.6 411 80.1 828 134.1 411 721 Me 134.1 411 Bel 628 134.1 411 51.6 1e 134.1 411 461 1 1 41 48M 066 403 190.0 333 80.6 403 94.7 326 89.0 403 88.4 M 60.4 403 81.4 317 63.7 403 79.1 318 483 403 786 314 40.3 403 78.8 314 34.6 403 788 314 30.2 403 76.8 314 60.6161. 823 382 91.0 301 68.6 362 78.3 294 688 362 71.9 288 81.6 382 1 67.2 288 1 46.7 362 64.9 284 1 41.2 362 63.8 283 34.3 362 635 283 29.4 362 836 283 26.7 382 83.6 283 { 84 In 67.8 318 74.1 287 60.6 318 942 201 486 $18 67.7 2S6 424 318 1 63.5 253 37.7 318 60.9 250 33.0 319 40.6 249 28.3 318 49.1 248 242 318 49.1 246 2L2 Me 48.1 248 '3dp 60 t. 48.8 268 63.1 219 41.2 258 46T 214 35.3 288 40.7 210 M9 258 37.2 207 27.8 286 34.8 7A4 24.7 258 334 203 =6 208 322 201 17.7 258 322 201 18.6 288 32.2 201 83 in 427 234 45.6 200 35.6 234 39.1 195 388 234 34.7 192 287 234 31.6 169 23.7 234 28.4 188 21.4 234 2a!184 17.8 234 298 183 15.3 234 286 183 13.4 234 26.8 183 681. 372 213 39.4 183 31.0 213 33.7 178 288 213 28.8 178 23.2 213 27.0 173 20.6 213 25.1 170 18.8 213 23.7 169 186 213 222 107 13.3 213 220 ISS 148 213 220 168 72 in 286 179 30.1 166 23.8 179 288 162 284 178 226 148 17.8 179 20.3 147 169 178 18.7 145 Min 24.3 161 294 140 20.3 181 21.8 137 1TA 161 190 136 162 T61 17.0 133 761n 228 152 2d6 133 198 182 199 131 181 162 17.6 126 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 1• 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. F-03) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18&20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-28 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 606346 AND BE A MINIMUM OF AW THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL I�Yi1VR Y/ir/iYll i HYJ4A131CIY1 PVRIiIYWi: CDP..) X / ANCHOR CAP. „ �,\ =ANCHOR CAP. - USE MULLION CAP. „,,,,/ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ' No. 58705 %��•� STAES�� ••�W� NAI.4� A. LYNN MILLER, P.E. FL P.E.O 68705 Anchor Capaolly Table (lbs) tate; 278Carwrele 3.61 Caw. MumcMU Piped CMU PT Dai Meld Alxhho7CUP Petlems AOeM. 3118•Ebot8baoon 114'EIWUM& &1 "11. UA 114•QeoUftr n v4' FIW &18'Eko 114.8800 910SWd 1128tad 01281ed AgBabela Utmm AW.Gator 3aewm sww1m eoa -) Edge Ubte.oe @1Y 1• 21/2` r 2.112' 3-1w1• atm 1• 2-tm r 3418' r 849• 664' 8324• EmDedmml(N 1314' 13H' 1314• 1314 r 1-114' MM- 1 1-114- 1 1-114' I 1-114' I 1w r 14M 1313•(eee nol44) OMchos(;p3`MIn.O.C.!(r)2[BMgle CBpn (Fl91}: 780M(WIM I880 we 1880 roe 1886iha 340Wa SW as MA 760 @e 8381ha pas 2384 ma eS2 84o13s 1 tln TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 1• 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. F-03) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18&20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-28 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 606346 AND BE A MINIMUM OF AW THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL I�Yi1VR Y/ir/iYll i HYJ4A131CIY1 PVRIiIYWi: CDP..) X / ANCHOR CAP. „ �,\ =ANCHOR CAP. - USE MULLION CAP. „,,,,/ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ' No. 58705 %��•� STAES�� ••�W� NAI.4� A. LYNN MILLER, P.E. FL P.E.O 68705 TARLE 12A . • . . . . . . . . - • • • • _ Mutton Capeolty Table tlta/ft2) • • • • • OporftgWidth ((orvaillw.9parrirgnAons)orOpeningHeight(forhed2artelly9pa lrgInJI(mf9) 50 in 60 in 7001 6001 Soin too to 1za In 140in • • 166111,• • ReOeInot ar TIMMMO. RedaMdw Tm Ordeng. Rectangular WhIang. Recterogt T1 OTft g. RMtanpdm 74gnlM9. Recta eft TWden9 Re0t Wft TM illieng. Reoterpier TleptOla.9 RW.9A. T 11rdMg. 32 u5" 30 aft Loading Loafg L -ft LOWM LOaOrg "Met.9 LOa40 LOad61g 10d119 to" Le" Loaft to" Loadln9 LM410 Lomeli Los8n9 DEG. AL BAY MULL 27k Cmaeta Is D 3.6k Cap. a FBed CMU 42 In I 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 808 1170.0 892 t70.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1710 170.0 821 Aphot 3it8 ElMlmlaem 481n 170.0 706 170.0 824 170.0 650 174X0 884 170.0 992 1740 630 170.0 1133 1700 881 170.0 1276 170.0 677 170.0 1417 1740 680 152.2 1622 174X0 See I 1303 1622 1 170.0 O80 1142 1822 170.0 880 V4 BMUhacOn X9261. 170.0 747 170.0 863 170.0 8% 1700 631 1700 1048 1700 884 170.0 1188 1706 723 170.0 1345 170.0 747 184.2 1443 170.0 786 138.9 1443 170.0 766 117.3 1443 170.0 768 1028 1443 170.0 768 2.12' 8401 110.0 787 1700 812 17410 058 170.0 Set 170.0 1118 170.0 704 170.0 1278 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 061 103.1 1353 1700 861 902 1353 174X0 661 601. 170.0 884 1700 701 170.0 1063 170.0 787 1673 1218 170.0 878 148.1 12tS 1700 844 129.9 1216 159.8 938 118.9 1218 162.t 924 97.4 1218 14&1 9t3 83.6 1218 146.1 013 73.1 1218 1461 913 3.116' 831. 170.0 930 170.0 748 170.0 1118 170.0 660 1502 1160 1683 933 131.4 1150 163.0 814 116.8 1160 t419 898 105.1 1160 134.2 888 873 1150 12&7 871 76.1 IIW 1282 870 SL7 1150 128.2 870 as in 170.0 974 170.0 789 152.4 1048 165.8 $81 1303 1046 HGA 884 1144 1008 133.1 850 101.6 1045 IMA 839 91.4 1048 116.8 830 782 1048 100.4 821 65.3 1048 100.2 818 57.1 1048 108.2 818 taxa• 721. 1409 880 147.9 764 IVA 680 1:10.0 740 100.6 1180 110.6 734 S&0 880 100.0 722 7112 880 92.0 712 704 BBO 882 703 68.7 880 792 693 6413 860 78.6 888 44.0 880 78.4 688 t.va 74.8 7� 839 862 883 790 789 843 IOM 119.7 780 126,1 880 8&8 780 10&4 B76 80.8 780PH.: 6&9 790 71] 836 499 790 83.1 624 128 790 82.1 818 37.4 790 813 817 tsre t 78 In 1103 750 110.3 837 82.3 750 98.1 814 7&1 760 p.2 760 77.1 821 819 780 709 812 WA 760 86] 808 482 760 �A 694 �3 760 362 588 30.6 760 853 686 450100 801n 721 883 74.4 600 80.1 663 829 491 81.6 883 48.1 683 489 476 40.1 603 44.4 488 3&t 1163 409 482 30.0 86i 38.2 462 �.8 583 33.3 445 71.8 Btt3 31.8 442 00, 0601 69.4 495 61.1 443 45.6 495 61.6 436 424 495 37.1 485 399 421 33.0 485 36.1 415 29.7 495 332 400 24.8 495 29.1 400 21.2 405 2&8 394 18.8 496 25.0 390 11 00. 4081n 41.7 391 42.6 353 34.8 391 35.0 348 20.8 391 28.1 391 279 337 232 391 249 333 20.9 391 228 328 VA 391 19.7 32t 14.9381111 7e0Me b 3&4 370 392 333 320 �0 33A 330 273 370 24.0 370 28.3 320 21.4 370 228 3181&2 370 209 312 1&0 370 1&1 306 12081 30.4 317 309 289 28.3 317 26.0 281 21.7 317 1&0 317 199 270 189 317 179 273 WA 1 936@8 880 m9 144b 17.8 220 17.8 703 W210e 640 Me 112003 TA.1 c Ono FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 1-3) MUST BE USED IN PARS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083.78 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ,-YIIVR YMY~ l T -* I pIC1Y 1 rwim9YL/1: (DP_) X ( ANCHOR CAP.,,�,�\ o ANCHOR CAP.,,, `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30• BAY MILLION Ih6 Florida `111I111111ff1 N0.68706 snT�o �3 'k/ ZONAL A. LYNN MILLER, PX - FL P.E.# 58705 Anohor Cepao ty Tabi• pbs) $Lftwe: 27k Cmaeta 3.6k Cap. Hat10w CMU FBed CMU PTW6od Natal AndwrCipPabm Aphot 3it8 ElMlmlaem 1!4•Ebol90acon N18• Elco Imtacm &t8 EkoU0aea1 V4 BMUhacOn v4.68 dim 6116• BM ti4. 88 Beer 010 Steel 012 Steel 012 Steel Ag!)te0ata Ubum Aggletietot Smv((5) Saw(GS) Screw(05) EOge Dbwftotx 1' 2.12' i• 2.12• 3.1J8•ff.A 4 1• 2• 3.116' 2' aa8' o.6a• a3za•r-mSaamMt(kk t3ra• tsra• tsa taxa• z u0. t.va 1-u0.• t•va• z tsre t (seanae4) 2 Q 5• Mh O.C. 1(2) 216A48 Copsl ix 39008 3900, 450100 BOOOs 17000, 00, j2-�I[ 3800, 46800. 72DIba 11 00. 32800. 42000. B�Ibs 4 Andw0&s Ift O.C. f Cn 218 At* Cgps(ft 2)• Mills 7e0Me 78000. 187010, 262610,0•, WA 1 936@8 880 m9 2384fOs W210e 640 Me 112003 SAOchae(�271.64a.O.C.I(�246.011816. f2lps (Flg.3r 11200, 1120@, &480s 22480, 22860s0 m3 WA 10590, WA 1328O1s N1A 07811 1280 Me 19800s FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 1-3) MUST BE USED IN PARS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083.78 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ,-YIIVR YMY~ l T -* I pIC1Y 1 rwim9YL/1: (DP_) X ( ANCHOR CAP.,,�,�\ o ANCHOR CAP.,,, `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30• BAY MILLION Ih6 Florida `111I111111ff1 N0.68706 snT�o �3 'k/ ZONAL A. LYNN MILLER, PX - FL P.E.# 58705 TARLE 13A TAR[ F 13R Mullion Capacity Table bed • • •• •• • • • •• •• • • • • • • • • • • • 89to t0ofn 1201n t401n • mete 180 AauhwTpa: We' Elm Mmon Reatmmft Tmp'M ns. RecWTdw TmixMimg. ReolmW1.1 TrWrdm , ReelaigWar T1�11fdeng. Reefm�gulm Ttapirtteng. NaolmigWm Reo0mg01ar TrepdTdag Rsatm•dar Treplldartg. • • ••• • • • • ••• TAR[ F 13R Mullion Capacity Table bed • • • Opening Width (torvedic6Uyspam*g moons) or Opening Helght (tor hodm ta*sparnirg ma") • • • • • 279C41*4te 3.6kCaw. 60 in 0010 70 in so In 89to t0ofn 1201n t401n • mete 180 AauhwTpa: We' Elm Mmon Reatmmft Tmp'M ns. RecWTdw TmixMimg. ReolmW1.1 TrWrdm , ReelaigWar T1�11fdeng. Reefm�gulm Ttapirtteng. NaolmigWm Reo0mg01ar TrepdTdag Rsatm•dar Treplldartg. Reoleagutm TrepRdmgi. 3.26"46 Loaft Loaft Loaft Loaft I Loaft L -ft Loaft L03fto LomWO 108410 L4adne Leaft L*8&9 1,08dn9 Lwft Lwft Loaft toa8lg r DEO. AL BAYMULL 0324•EmDedmant 1 c� #� $gs, $ � a $i 1.1/4- 1-V4• 1-114' 1.114• MIC 1-614' all 8 (uanal44) 3• • 17001hs 270IOs 280 Me 364 Rs 740.9 468019 720lbs 11820w 328158 4201ba 6891994 Anchm S.VWt. O.C. 1(2)21t6A0ge Ups(Fi9.$ 421a 170.0 620 170.0 435 170.0 744 17110 478 1170.0 889 170.0 WO 170.01 992 170.0 519 170.0 1118 17&0 521 170.0 1240 170.01 621 170.0 1488 1170.0 521 1170.0 1735 110.0 521 100.3 1671 IMO 521 880fpa 48 In 170.0 708 17&0 624 170.0 850 170.0 551 170.0 992 170.0 Me 170.0 1133 170.0 881 170.0 1276 17&0 077 170.0 1417 170.0 880 t837 1637 1 170.0 880 1402 1637 170.0 SW 122.8 1837 170.0 680 WA 6&825k1 170.0 747 170.0 683770.0 886 170.0 831 17&0 1046 170.0 681 170.0 its 170.0 77'1 170.0 1348 170.0 747 170.0 1484 170.0 788 147.1 1652 170.0 768 128.1 1552 170.0 766 110.4 1652 170.0 786 56 in 170.0 797 170.0 612 170.0 968 170.0 6111 170.0 1116 17&0 764 170.0 1275 17&0 803 170.0 1434 170.0 837 1551 1455 170.0 868 1293 1485 170.0 881 110.8 1455 170.0 881 97.0 1455 1 IVA 881 60 in 170.0 865 trait 701 170.0 1083 170.0 797 170.0 8940 17&0 678 157.1 1309 170.0 944 139.7 1309 170.0 098 125.7 1309 1635 884 104.8 1308 157.1 982 89.0 1309 157.1 982 Me 1309 167.1 682 63 in 170.0 930 170.0 745 170.0 1116 170.0 650 182.0 1247 170.0 940 1425 1247 104.5 983 12&7 1247 1528 965 114.0 1247 144.3 052 955 1247 1361 838 81.4 1247 135.7 935 71.3 1247 135.7 035 66 In Wall 974 170.0 789 170,0 1169 17&0 903 14&4 1100 163.7 065 129.8 1100 147.8 845 INA 1180 13&5 We 103.9 11110 12&4 014 805 1190 118.8 896 741 1100 11&1 893 04.8 1190 11&1 893 m 721n 181.8 1010 189.8 877 134.7 1010 144.8 859 115.4 tato 1271 842 101.0 1010 114.7 028 89.8 1010 105.8 817 Me 1010 9&9 807 673 1010 90.8 706 57.7 1010 87.8 790 60.5 1010 873 799 Jo 7810 908 143.8 792 114.6 ON 1220 776 0&1 800 107.1 781 65.9 008 982 740 78.3 808 881 738 6&7 908 82.3 728 57.3 908 74.7 718 49.1 808 712 710 429 808 70.6 708 78 fA 881 1325 754 103.0 881 1126 738 805 861 98.8 728 71).4 881 885 Tf3 70.8 881 81.0 703 63.8 881 76.4 884 53.0 881 68.1 891 0,5.4 881 045 876 39.7 881 83.7 872901n 848 85.4 874 6&9 848 721 684 89.1 W 62A 654 61.7 8!8 88.1 545 48.0 860 $0.10 537 41.4 840 475 830 345 848 415 619 295 849 391 811 25.9 848 S85 $07 W• 686 70.1 500 50.8 588 511 408 4&7 588 61A 491 42.8 686 465 483 37.8 688 41.4 476 34.1 588 38.1 470 2&4 588 33.4 458 24.3 688 305 462 21.3 688 28.7 447 1G81n [137.41 449 485 405 Me 449 dt1 3119 341 449 35.7 393 295 449 31.7 387 2&0 449 28.6 382 23.9 448 28.1 377 20.0 449 22.7 389 17.1 449 20.4 381 16.0 448 a 358 111 in 425 455 385 3&8 425 375 379 315 425 378 373 27.6 475 29.1 387 24.5 425 281 382 221 426 245 358 1&4 425 20.7 350 1&8 185 343120 b1 384 35.6 331 29.11 21.9 6223t7 1&4 304 m.5 313 17.6 1&71441n 253 20.4 233 1&8 263 17.1 230 TAR[ F 13R FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW MID GROUT-FiLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083.76 AND BEA MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE $3 AND 545" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (ANCHOR CAP.,,","„1 (DP-) X `MULLION CAP.,k,::) aANCHOR CAP., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A WOE" ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE Ix MOI 1lulurl7 � �• ' �1GENSF \ No.58705' •� o is STATE D 13 • �V�: A. LYIJI(1tM L P.E FL P.E.# 58705 Anchor Capacity Table (lbs) Substmte: 279C41*4te 3.6kCaw. f1411mvcNU FMed CMU PTWD0d mete Anchm Clip Paderm AauhwTpa: We' Elm Mmon Ife Soo Ighwan 6118'0c0 Uttaom 3f18•QOO Ultrecm 1hr Eko Utww lie SOEIM 6116'000 A08081or 1ft- 114'88000 01084ea1 0126teol Agg4GaW Saee(0b) Saeei(115) 0126168t ft -(G6) E/12e Oretm24e 9n): 1• 1 2.112'ffi12-1W 3-118' 1•2.1Ir r 2-Vr r 3 -VT r 0.46' 0.64• 0324•EmDedmant MY 1314• 1314' 2 1.1/4- 1-V4• 1-114' 1.114• MIC 1-614' r 1.318- 1318• (uanal44) 380 17001hs 270IOs 280 Me 364 Rs 740.9 468019 720lbs 11820w 328158 4201ba 6891994 Anchm S.VWt. O.C. 1(2)21t6A0ge Ups(Fi9.$ 7801ba 7809e 2616Ibs 640Its 660Its WA 11200,v 038@4 880fpa 23tN lbs 862 Ra 840010, 1120 ft BAmlms ®271'Lan. MC.1(2)2d4Ante CAM (Fig. 4 1120 R8 11201bs 2254lbs WA 840 Rs WA 10.89 ms 1DA 1320 ms N1A 975 Us 1289109 168c m FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW MID GROUT-FiLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083.76 AND BEA MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE $3 AND 545" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (ANCHOR CAP.,,","„1 (DP-) X `MULLION CAP.,k,::) aANCHOR CAP., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A WOE" ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE Ix MOI 1lulurl7 � �• ' �1GENSF \ No.58705' •� o is STATE D 13 • �V�: A. LYIJI(1tM L P.E FL P.E.# 58705 ,,, ., i.12W 3.1 WWI % ' r, 000-i i i i % % / i L375" :0 6003-TSALUM. 603346 ALUK 6083 -TO ALUM. OD63-T6 ALUM. 6003 -TS ALUM. 6003-TOAWK 6083 -TO ALUM. ' STANDARD CLIP 2Oi Angle Clip I GW3•76 ALUM. X -SECTION M243M 688511M I , r.128' MEETS 6.17 FOR THE ANCHOR O.C. 688512M DLSTANCE. MAXIMUM ANCHOR HOLE 668115M 6601120M DIAMETER: ANCHOR DIAMETER +VW. 668,913M 1"X2.75"X.SW(8) 66808 866116M OW1121M 666246M WW14M 1" X3.1251 X.5W (g) 66637M 6561116M 6661114M 688242M 66851bM 1.26" X3.13• X266" (12) 66841M 6661117M 6661113M 600241M 888518M 126° X2.11" X.125' (15) 1 69370 WA WA WA 888517M D 1.137 A 2.626 • • ••• • • • • ••• ,,, ., i.12W 3.1 WWI % ' r, 000-i i i i % % / i L375" :0 6003-TSALUM. 603346 ALUK 6083 -TO ALUM. OD63-T6 ALUM. 6003 -TS ALUM. 6003-TOAWK 6083 -TO ALUM. ' STANDARD CLIP 2Oi Angle Clip I GW3•76 ALUM. X -SECTION M243M 688511M I , r.128' L jam---CTO .375 3.125• '1 _CREATEREATE F -CLIP, SEE MW MAIL F, SHEET 4 I .376• MW, U -Clip Angle Clip I 1 I I I A M243M 688511M STANDARD CLIP 6063d8ALUK CENTER OF ANCHOR HOLE MUST LIE TOPMEW ZWRMN THE DASHED BOUNDARY. SEE 668114M 6881119M MEETS 6.17 FOR THE ANCHOR O.C. 688512M DLSTANCE. MAXIMUM ANCHOR HOLE 668115M 6601120M DIAMETER: ANCHOR DIAMETER +VW. 668,913M 6.600' .376• .376' MIN. MIN. -__-_-�______---_-i 1 I I I I 1 1 I 1 I I OFFSET CLU - .1 2V LIP.126' 6063 -TS ALUM. 1 TOPVMW .338• MIN. IYCLIP 1 6063.78 ALUM. _USED FOR ALL 1'X2• AND 1' X 2.76• MULLIONS SHEETS 68 TOPVIEW i U -CLIP I 6063-T8 ALUM. 1• X 3.126' X.1i00' MULL ONLY. SHEET e 1 TOPVIEW is .338• MIN. 1 U•CLIP 6003-TOALUK 12rX3.188•X2�' LL ONLY, SHEET 12 i TOPVIEW TACII c G �l I --.12s• 2X6 ANGLE CLIP 606348 ALUM. 2, O XSECTION .12b' I .376' Mw. F- -- -- --- 2X6 ANGLE CLIP 8063.76 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE wnmN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ V18'. Mull Dimension (sheet#) Mullion PGT Part Std. Clip Of(setCllp U -Clip Angle Clip 1" X2" X.1251 (b) 68605 668113M SM1118M M243M 688511M 1" X2" X.37W (S) 388006 668114M 6881119M 6=44M 688512M 1" X 2.7W X.376"(7) 58807 668115M 6601120M 668246M 668,913M 1"X2.75"X.SW(8) 66808 866116M OW1121M 666246M WW14M 1" X3.1251 X.5W (g) 66637M 6561116M 6661114M 688242M 66851bM 1.26" X3.13• X266" (12) 66841M 6661117M 6661113M 600241M 888518M 126° X2.11" X.125' (15) 1 69370 WA WA WA 888517M TARI F A Dimension Value lin) For Mullion: A 1.625 1"X X.126" AWT&= Tube Mullion e 2.654 C 0.895 D 0.740 A 1.126 1• X2' X.376" Aluminum Tube Mullion B 2.404 C 0.835 D 0.480 A 1.876 1" X2.76•• X .376 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 E .460 Wn. A 1.312 1" X2.75• X .650° Alumbun Tube Mullion B 3.000 C 0.478 D 0.8;18 A 2.000 1' X3.1251 X .60( Alan Tube Mug B 2.837 C 0.883 D 1.137 A 2.626 1251 x3 Allan X.286" um Tube Mull B 3.282 C 0.882 D 1.762 A E 1.28' X211• .121" Alum Tube Mull 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,11111 I11!!4. ON..!..... 21/ "iii No.58705 STATE OF ••'4 A. LYNN' IWILLE7t, P.E. FL REA 58706 NOTES: CENTER ANCHOR HOLE MUST LIE WITHIN THEHEDASHED BOUNDARY. SEE ET1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHE. FOR THE ANCHOR O.C. SHEETDISTANCE. E M DISTANCE MAXIMUM ANCHOR HOLE 2) SEE SHEETS 8-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8: ANCHOR O.C. DISTANCF_ DIAMETER: ANCHOR DIAMETER +1/18'. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,11111 I11!!4. ON..!..... 21/ "iii No.58705 STATE OF ••'4 A. LYNN' IWILLE7t, P.E. FL REA 58706 46• BAY MULLIG SMT0 ALUM. X -SECTION 228''' F—.981-4 F .126' 2.000' I .126' STANDARD CLIP 6003 -TS ALUM. X -SECTION 1'X4'X.37V 5.600' 'T'4dULU0N CUT HERE TO 6003 -TB ALUM' 3.12' _ .376" XSCTION .376iIL, SEE MW. I DETAIL F. SHEE74 1 I I I I I 1 I I I I I I I 1 I I 1 I I 1 I I I I I 2.875 I i I i 1 I I I F I I 1 1 I 1 I 1 1 1 I I I I 1 I 1 1 I I 1 I / STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 0063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 617 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1115•. MIN. I .375 I I 1 I I I I 1 I I 2.2 W i i 1 i i 3.000• I I I H f OFFSETCLIP I I I I .125 I G 6003- ALUM. TOPVIEW NOTES: rwr 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS &17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. . . Or .• . . ... .. .. . . .. .. . . . . . . . . . . . . . ... . . . . .. . 740• • • • • • • _ .126• • • • • • • • • • • • • ••. ... .•. . I I2.125 2.01V 1 I •• L • • • •• ••• •• • •• • • • .128e • ••• • • • • • • • ozzam • 1�� • • • • • • • • • SUP • • • • 2X6•ANGIC4 • • • • 6063-T0 ALUM. 6083 -TB ALUM, X -SECTION X -SECTION Teal G n Dlmenslon Value(in) For Mullion: s.00lr 3.587 1" X4" X.125 37s 1.000 Aluminum Tube MIN. .375 Mullion F 3.187 CENTER OF r--------------------- i 37E 0.767 ANCHORHOLE j j Mm 2.430 MUST LIE WITHIN F 2.813 THE DASHED F F BOUNDARY.SEE 1 I I t SHEETS 617 FOR F 11 I THE ANCHOR O.C. DISTANCE MAXIMUM I 1 ANCHORHOLE I I I DIAMETER: I I ANCHOR �—--------------- DIAMETER +INB'. ZXB ANGLE CLIP 6083 -Ta ALUM. LIP TOPVIEW SU�TSAALUM. CENTER OF ANCHOR HOLE MUST LIE USED FORALL 1" WITHIN THE DASHED BOUNDARY. SEE CL4• MULLIONS. SHEETS 617 FOR THE ANCHOR O.C. SHEETS 10 & 11 DISTANCE. MAXIMUM ANCHOR HOLE TOPVIEW DIAMETER: ANCHOR DIAMETER + 1110'. Teal c r. Teal G n Dlmenslon Value(in) For Mullion: F 3.587 1" X4" X.125 G 1.000 Aluminum Tube H 2.680 Mullion F 3.187 1" X4" X.375 G 0.767 Alumhlum Tube & H 2.430 "7" Mullion F 2.813 W Bay Mull F 2 87b 46" Bay Mull Mull Dimension (sheets) POT Pans Mullion Std. Clip lOffwt dip U.Cilp Angle Gip 1" X4' X.126" (10) SM 566111M 6MI122M 660241M 6B881SM 1 -X4 -X.375'(11) 58810 888112M M1123M 888242M 868518M 1• X4• X.375" T (11) B88S3 BB8112M 8881123M 8882424 6NS19M 30 Degree (16) 86849 WA WA WA 6865110M 45 Degree (17) 88860 WA WA WA 88851114 12! ``tllllnlU1/j// *' No. 58705 ' '0�l ,ZONALj,o A. LYNN MILLER, P.E. FL P.E.# 68706 TABLE E 375 EmN r------------- I 1 1 Mull Dimension PGT Part 0 ------- I I I I t I I rt (sheet #) Mulllon Std. Clip U -Clip Angle Clip 3.43 "� I—•125, Y X4" X.26"(13) 66802 666261M 666271M 6856112M • • • • • I I I I 1 2°X(" X.25°(14) 66804 888282M 666272M 8685113M� STANDARD CLIP • 2.000" ••• • AWK NOTES: 2X6 ANGLE CLIP XSECTION 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING I 125 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. e=` 2.0100"6063 2.0102,0"•••S�5' LN ON 2) SEE SHEETS 6.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1.480` 0 0 000 00 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. t ---2.000'--j .375 MN. b.600' CUT HERE TO I SEE DETAIL F, r-SHEET4 375 EmN r------------- I 1 1 I -- � ------- I I I I t I I 1 1 I -I-- I I I I I I --- I I I 1 --I- I 1 I 1 i I 3.43 L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-78 ALUM WITHIN THE DASHED BOUNDARY. SEE TOPNEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE WAMETER:ANCHOR DIAMETER+1118'. �� CUT HERE TO .376" CREATE FCLP, MIN.r r _SEE DETAIL F. r M N. CHFFTd i i i i i 2.126Pr r i i r i r iii iiiiiii :� e .375 I 3.436' 608378 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE MEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1H6'. ------ - --_I---- ------- I I I I I i I 8.438' YX6'X.w I I I I MULLION I 6083•T8ALUM I I I X -SECTION I I ------------ I --- -------J MANDARD CLP 0083•TOALUK TOP VIEW . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... r--------------------1 I I I I I I I 1 I I 1 i 3.436' I 1 I I I I L ---------------------J 6A Ur 6.4 UICLP 80&1d8ALUM US O FOR 2' X6" MULLION. SHEET 14 TOPVIEW .MR Mw. 2X6 ANGLE CLP CENTER OF ANCHOR HOLE MUST LIE 6083.78 ALUM WITHINTHE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR D.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +IM6'. 6.000' -.376" MIN. r---------------------� 1 t I t I I • • • • • • I • • • • • • • • • • I I I 1 • ••• ••• ••• • 2X6 ANGLE CLIP 4 -TS ALUM e=` 2.0100"6063 2.0102,0"•••S�5' LN ON 0 0 000 00 •• ••XSECTI• oga N� • ••• i • O •• i • • ••• ••• r--------------------1 I I I I I I I 1 I I 1 i 3.436' I 1 I I I I L ---------------------J 6A Ur 6.4 UICLP 80&1d8ALUM US O FOR 2' X6" MULLION. SHEET 14 TOPVIEW .MR Mw. 2X6 ANGLE CLP CENTER OF ANCHOR HOLE MUST LIE 6083.78 ALUM WITHINTHE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR D.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +IM6'. 6.000' -.376" MIN. 2X8 ANGLE CLP 6083.78 ALUM TOPVIEW LYNN Q��. ' uCENSF •' :�� : * No. 6r870`6 375^e' �MIN. %�O�•. STA SOF ••(V�� o 'A.lANKMLLLLCJkP.E. FL P.E.# 68706 r---------------------� 1 t I t I I I 1 I 1 i I I I 38' I I I 1 I 1 I I I I I I 1 2X8 ANGLE CLP 6083.78 ALUM TOPVIEW LYNN Q��. ' uCENSF •' :�� : * No. 6r870`6 375^e' �MIN. %�O�•. STA SOF ••(V�� o 'A.lANKMLLLLCJkP.E. FL P.E.# 68706 . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH 132-U4". THE OPENING REQUIRES A DESIGN PRESSURE OF 460.0/-�.0 PSF. NOAHCHORS 01 EEgp 1) INITIALLY ASSUMING THAT A 1• WIDE MULLION IS SUITASLE.THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 3C�+12I 1' REFEREtiPIN 1u7� 22, THE W&IMN:SWG RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE' F EP (TF 2*r AND j�ILI._11 ET OB EXCWD THi RWUIRED ® 101 DESIGN PRESSURE OF -6101-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAVO • • s • • • • • 4�r! d o FENEsrnanoN PRODUCTS DETAILS. FROM TABLE 3A. SHEET 7, THE 1• X 2.76" X .375• MULLION (LENGTH - 72•, OPENING WIDTH - 70') MEETS THE DEPTH REQUIRED, HOW9tlER THE DESM PMMRE IS A180.4PSF PND NOT BE SUITABLE FOR THIS APPLICATION. WOULD SY 4 APPROVAL FROM TABLE 4A, SHEET S. THE I -X 2.76• X .650• MUWON (LENGTH - 72, OPENING WIDTH - 707 HAS A DESIGN PRESSURE OF +/.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 7 r OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. F4 MLILLION LENGTH 2) USE TABLE 49 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOhi1HE �i�ARP CL;I VZH (6) A ANCHOR• AND THE 2X6 0641, Q ANGLE CUPS WITH (4) 912 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THESTANDARD C.IP IS&AS* R 7D INBTA3L • •CP N w• • • • •O 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGRPRIESSORE.OF MUALIONS OLTP 811ATERPRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE %AM THE ? N INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ao NO ANCHo . W��W ,._n, —I —WIDTH IN THIS EXAMPLE THE DESIGN PRESSURE REQUIRED WAS +1-60,0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 LBS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: W Do N M 0) t (60 PSF) X m Las } = 624.9 LBS (MAYBE USED TO QUALIFY 910 STEEL SCREWS FROM TABLE 4B) -II—U ENMVVDM_3�L THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.318'. THE OPENING REQUIRES A M I O DESIGN PRESSURE OF +50.01-560 PSF. m 1-1-I Z FOR THE VERTICAL MULLION: P i) INITIALLY ASSUMING THAT AI" WIDE MUWONISSUITABLE, THE MULLION LENGTH IS32'+72'+1'=106' AND THE OPENING WIDTH I336•+38"+1'=73'.REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318• AND WILL MEET LARGER F N oo EXAMPLE 2: MULTIPLE MULLIONS OR EXCEED THE REQUIRED DESIGN PRESSURE OF +504f-56.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT SIZE AVAILABLE. C/} MULL vnOnl-•i _ FROM TABLE 3A, SHEET 7• THE 1' X 2.76' X .376' MULLION (LENGTH -10W. OPENING WIDTH = 807 MEETS THE DEPTH REWIRED, HOWEVER THE DESIGN PRESSURE IS 0.16.1 PSF � X V)AND r WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q O O FROM TABLE 9A, SHEET 13. THE Y X 4' X 260' MULLION (LENGTH =108'. OPENING WIDTH = 807 HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. A3r RENEti�mT—m N*� BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2• TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+38'+2'=74'. NOT 73' AS PREVIOUSLY a '� PRODUCTS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVALTHE 73' DIMENSION (35.17Y+35.112'+2•=737. r j 2) USE TABLE 98 TO FWD THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED VERTrA0'I CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULUON CUPE TO BE CENTERED WITHIN THEW. CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. AAA.U09N ` -� ` —SEE USING THE STANDARD CLIP WITH (8) 3118' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" CHIVES AN ANCHOR CAPACITY OF 1080 L83 WHICH IS GREATER, AND ME SEE LENaW DETAILS DETAIL E. 8 THEREFORE SUITABLE- FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPEN"SHEETS 23 SHEET3 FOR THE HORIZONTAL MULLIONS. HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .2W MULUON, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY, ANOTHER HOR17 MUWON MULLION TYPE COULD BE CHOSEN. ODUCT REVISED mzlWug wilh 1ho Moddu 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32"+72•+2• -1067, REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIOALtrRIANGULAR LOADING MAY BE E u8diag Cods 2 _ �S USED. FROM TABLE 9A, SHEET 13, THE Y X 4' X.260' MULLION (� LENGTH - 42", OPENING HEIGHT =1207 HAS DESIGN PRESSURE OF 0-170.0 PSF WHICH EXCEEDS THE c No J REQUIREMENTS FOR THE OPENING AND MAY DU USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REWIRED OF 521 LBS. 8EE _ OBETAILSHEL 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE S' ➢ lledo s - 2-3 WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8•, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X6 ANGLE CIPS WITH It ICI iI roj 1 (4) 3110' ULTRACNN ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED 0 ANCHOR CAPACITY OF 621L83. �� ••••.,• / p • If Hott¢' 4) FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 99 FOR THE U4X1P SHOWS THE ANCHOR �' LENGTH : �o• \'\CENSE ••�F,� �- *:' •::t L36", � CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS• WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE = No. 58705 oPEtmt9lvmiHFCtvERnC0.LAfUu. ANCHOR TYPE ISA912STEEL SCREW. � � ' FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 38" HORIZONTAL MUWON ATTACHING TO CMU; '. ( frj 1 0•. STAT 0� •1-170.OPSF FROM THE 38" HORIZONTAL �'� MUWONATTACHING TOTHE VERTICALMUWON (INTERSECTION). THE LOWEST DESIiNPRESSURE IS+! PSF AND WOULD APPLY TO ALL OF THE MULLIONS. MS. �i��S'••?OR10P,:`'��. -64.7 ,SrONA� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILT. APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLER, P.E• ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.9 68705 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED midopi'll,%uml LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLESOFTRAPEZOWAUlRUN10ULARLOADING: • • • • • • • • • • • • • • NTNG OF HORIZONTAL MU ------��I_� ------------ LOADING OF VERTICAL MULLION y O LOADING OF HORIZONTAL MULLION Z a � M N � o0 Pw (! Pw SH/DH SH/OH SH/DH Swm I Q O Q O �O SHIDH 1 j j j 4i LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION � SILL OFWINDOWS NOT ANCHORED WITH INTERSECTWGVERTICAL MULLION 1 I 1 PWPW HRIFI 1 LOADING OF (.)HORIZONTAL MULUONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PIA HINGEDj TZ DOOR PW PW 1 NOTES: I 1)DRAWNGSARE ODTjC►'R13VISED complYtuS � Uiu Flwido jt RERESENTATtONSOFTYPICAL Im aan=N 1PW CONFIGURATIONS. O PW CONFIGURATIONS NOT SHOWN MAY BE THOSE SHOWN. EXTRAPOLATED FROM p�>�{ bUp'''' i Q 1 2) IF THE LOADING TYPE CMINOT&'' LICENSE' �<<E`P BE DETERMINED, USE PW PW i PW RECTANGULAR LOADING No. 56706 Z4 3) SEE PRODUCTS' APPROVAL FOR = = LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 a / ACTUAL ANCHOR LOCATIONS. ';ITAtT.G G PANEL OFHNGEDDOORISNOTCAPTUREDORANCHORED WfTHINTERSECTWOHORZONTALMULUONS j !O,�•.•4'� i FSS•'.�,<ORIDP, •'G�� ' LOWING OF VERTICAL LOADING OF HORIZONTAL A. LYNN M6.I.ER, P.E. MULLION MULLION FL P.EX 68705 �II l/ LOADING OF VERTICAL MULLION y O LOADING OF HORIZONTAL MULLION Z a � M N � o0 Pw (! Pw SH/DH SH/OH SH/DH Swm I Q O Q O �O SHIDH 1 j j j 4i LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION � SILL OFWINDOWS NOT ANCHORED WITH INTERSECTWGVERTICAL MULLION 1 I 1 PWPW HRIFI 1 LOADING OF (.)HORIZONTAL MULUONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PIA HINGEDj TZ DOOR PW PW 1 NOTES: I 1)DRAWNGSARE ODTjC►'R13VISED complYtuS � Uiu Flwido jt RERESENTATtONSOFTYPICAL Im aan=N 1PW CONFIGURATIONS. O PW CONFIGURATIONS NOT SHOWN MAY BE THOSE SHOWN. EXTRAPOLATED FROM p�>�{ bUp'''' i Q 1 2) IF THE LOADING TYPE CMINOT&'' LICENSE' �<<E`P BE DETERMINED, USE PW PW i PW RECTANGULAR LOADING No. 56706 Z4 3) SEE PRODUCTS' APPROVAL FOR = = LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 a / ACTUAL ANCHOR LOCATIONS. ';ITAtT.G G PANEL OFHNGEDDOORISNOTCAPTUREDORANCHORED WfTHINTERSECTWOHORZONTALMULUONS j !O,�•.•4'� i FSS•'.�,<ORIDP, •'G�� ' LOWING OF VERTICAL LOADING OF HORIZONTAL A. LYNN M6.I.ER, P.E. MULLION MULLION FL P.EX 68705