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WS-14-449 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239474 Permit Number: WS-3-14-449 Scheduled Inspection Date: April 15,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: FABLE, ELISE Work Classification: Window/Door Replacement Job Address:941 NE 91 Terrace Miami Shores, FL 33138-3219 Phone Number Parcel Number 1132060030050 Project: <NONE> Contractor: SUNCOAST BUILDERS$ROOFERS Phone: (305)436-9294 Building Department Comments REPLACE 14 WINDOWS AND 1 FRONT DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed EATED AS REINSPECTION FOR INSP-217030. CREATED AS REINSPECTION FOR INSP-216789. CREATED AS REINSPECTION FOR INSP-208606. No access No permit on site Failed 07/21/2015 check boun Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 14,2016 For Inspections please call: (305)762-4949 Page 3 of 31 ' r ERNE ■■N' l !"'-'IWNMjf0_ �=�-�_-' �"�■■■■■■■■■■■■■■■■ ■■N�i��■■■_■■■■NOON NNNNNNMNN MON ON NOSMIMI In ■■iii■■■■■■■■■■■ ■■■■i■■■ NN■NNr■ ■■■■■N■■■iNNN■ FRA FRIP,■■■NNi en No NNNN,N■■■N■■■■■■■■■f1■■■■ mom ■N0.1 541 0 PC Vi plommmommom OON ■■■ ■■■■■NN!NNN■■■■■■�■■■ ■■■ ■r ■MMM_■�■ MOM MOMNNNN■ ■■■■ �i .J+.' .. :NOON ■■■■■■■■■■■■■■■■■ NOON■■■NN■■M■ ■■�■■■NOON■■■■■■■ ■!■■® ,. �' low, . E 1 ►�N?� BlI■■■■®NOON NrN■ NOON ■NONNl �NNNNNNNNNNN® IN■■■ '� �!! � : % �►�, A��!' '`�� 0■■■■I■■NOON■■ N■N■■N■®NNN�IIII ,fi�NN�iN'NNNN■■Nmomm NN ■■!!��!., ..li�h'� �T/�i��lii■■NON■NNNN■ ■■ ■NNiNiNr IiINi ri1`NiiNNNNNNNN■so OEM W5 ax "A I R IlWai'm ■■ NIL ■ i Li■I�i�iNii� ■ .:.__.,■■ N■ mom am NOME iN=l NNN Ili\■'i■ 21 No MEN a ONE NNNowSON■ L'� 1 _- I'CN�■C�N� ; � ? ' NdNT�■ ■■■NON■■■■■Na{■■■N!NNNNNNNNNr:1►11� 11�i�■ ■■m■NMMM NONOME■■■■■■■■■■■■mIUM■■ NOME■NN■■■iN■■rNrNNNNNNNN■■rNN■ 1 aim■�rr�®��r��i��lrCr�CrrCCC�rCCCr i,m"!;xiw,OWN '�'ilf �1►�1 �11. [ "' ��rr��r!! ONE us, Im MMMMMMMMMmMmmMm �t� t'►iii -11 ME move m ff"m � m-990m ft .: �MEM0■ mmmmmmmm J 1 r■■�rmr m ....."...... Elm rrrr� rrMENall r nmrs PINK .. %��!�:��rrrrME ■C■ MrCCic�low �ii�i. ��irCC�'."�. Cr■��Iri rod ME0 ■rrrrr rrrloerOroreIrOW A : rrlr�Iril�■ mmm ■ENCCr�i �rie��nr■�� ►t��■�rMiC / ■ ■EMMEM r� ►1. 'Za�im .1.►tm !PPRO._'MENIMNS, ■ rrrMENEM 1 ".lrX,TIWRJIF � �� ''r� 100511!■ ■0�rrr��l rr�� 17 ."1 l�■I 1-41■ r.. ��w.w.�1 ��iir,�sin•rrr•�� .•o� rrrrr�l�i�. M ,00-0:9120AN =ff".11112 ammummimm ON .I�Lrramw !! : L L'pr-lMOR R�Nr I NPA R �Ili1i!� rrii�ei■��rr:...:o..rrrrrvrrrs ■■■e■■■ SOME■■■■■■emom N■Mee■■e■ mom c■�Ze�!�ir r� �r rr�; IM71 710!-%-0.4: ■rr■e■■� - gee■ ��►�r rerrre■■■r■ ■r■■■ ■■!I■ ■■ ri■M0■■■■■■■■E 0" Iff 01 &2_ LAff -ISM ro, III A namm"30 '171 a 71F"g .W. LTWW ■■Ge'"i' "`iiereiiri■"ii '■G ■ ror..eGG■�■■Geierie�ii■�i ri FA ■ r�� .r 2�� a� 0�.r�n-12I-04-1101M ■■■rr■ ■■■■ BoomMEMNON e■'■ ■oGeaI■G&i-owG■■■■AN ■r■■so ■■ ■■■ - ■■ r■■ e■ ■■■ No ■er■ ME ■ee ■r■ ■■■ ■ ■ ■■r ■■■ . . ■■■ ■■■ ■■■ ■■■ . . ■■■ mom■■■ ■■ ONE ■ Al Mr, v ME ■ri r � ■ ■■ e► ■ e! a�0 loom NMI R 014,5101 1 T.- WN o0palePro Irl mom No � �f . :� "M! or0 0 I■■■ ■■M�■e■��■ee�rr�� .■....�...■............MMM■roe■ Mia ' ` hores Villa e -"ECITI`F,D _ Building Department MAR 10 014 \ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 [CD BUILDING Permit Ilio. PERMIT APPLICATION Faster Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: _ S 1 N A9� 01 k -T e- ®c e City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ,N 3")Qk4 t ®-s c5 '0 5 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): ®�� ®v°l� \ �'�m1 �a r1o, Phone#: Address: City:Ll I OL iia P_0,Q State: F Zip: Tenant/Lessee Name:Gg:,i >--i Ic E� `, S�L �ST®o Phone#: 3,.) 5 3 _,�L (4 �_,A\ e� Email: CONTRACTOR:Company Name: otic-r*,CuLe'l•@ 4.J,' 1 hq 1rJ JcycGP�RJ Phone#: "S© 131 1 1 Address: 5 � _S 1"2 01 7 t \ City: M , 0�, bA i State: L® Zip: ! '� Qualifier Name:?)q V`0, M Pi CA 1 Phone#:-2)®5 State Certification or Registration#: Certificate of Competency#: s b Contact Phone#: 1a3 S- �11.'S r / Email Address: M es 11 � 121% i"N 0A C'O-" ®i< af� DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ , d SquarelLinear Footage of Work: Type of Work: ®Addition ®Alteration ®New P(Repair/Replace ®Demolition Description of Work: !k ZS-C' \,Q S A v Color thr'u tile: Submittal Fee$SO4'C ? Permit Fee$ D�J ©�' CCF$ CO/CC$ Scanning Fee$ _1 Radon Fee$ �. DBPR$ 3 FS Bond$ Notary$ Training/Education Fee$ o? 60 Technology Fee$ V LID Double Fee$ 00 Structural Review$ TOTAL FEE NOW DUE$t = Boarding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) 'CLY- Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 FINANCING9 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENTo 9 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 inspectio whi curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b proved nd a reinspection fee will be charged. r S g Signature Oder or Agent Contractor The foregoing instrument was acknowledged before me this� The foregoing instrument was acknowledged before me this day of ,201",by S/;�' ��-� �� day of 20` by f'r1 u.pa mo 0®��t'+I who is personally known to me or who has produced _ who is personally known to me or who has produced I rl�Za2-}L -6-3 -Os id t Wcation and who did take an oath. V(-d'-%S%L. dentification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: O�i�: pMMISSIONO EE83 726 M A �1AOUSSA Sign: Sign: = . Print: •''f',wa,,•••• g ° Print: .. I rwbe116'°gB16 e� 1407)39" 3 noroallotaryservm.aom My Commission Expires: My Co APPROVED BY , Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) �► CERTIFICATE OF LIABILITY INSURANCE03/05120,405/2014 1 PRODUCER THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION Schwabe Benefits Group ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8525 SW 92nd Street,Suite B 6 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Miami,FL 33156 305.270.1990 INSURERS AFFORDING COVERAGE MAIC# INSURED wsuRERa Technology Insurance Company,Inc. Brothers Two Windows&Screen,Inc.DBA Hurricane Windows INSURER a: &Screen,Inc. INSURER C: 8515 SW 129th Terr,Miami,FL 33156 INSURER O; 305.235.8110 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDI TED.NOT-WMiSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN ADD' POLICY NUMBER POLICY EFFECTRIE POLICY EXPIRATION LIMITS LTR TYPE OF INSURANCE DATE DATE a,NERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY Ee $ CLAIMS MADE 7 OCCUR MED EXP WW am ) $ PERSONAL&ADV INJURY $ GENERALAGGREGATE $ GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 17 POLICY ME& LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ee aoddeM ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (per pe") HIREDAUTOS BODILY INJURY $ NON-OWNED AUTOS (Per 8ccidert) PROPERTY DAMAGE $ UW accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ XWORKERS �TIONAND TWC3369988 08/04/2013 08/04/2014 RY rrS x EMPLOVERW E.L.EACH ACCIDENT $ 1,000,000 ANY PROPRIET'ORIPARTNERtEXECtmVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-FA EMPLOYE4$ 1,000,000 "K de>�ibe u EI.DISEASE-POLICY LIMIT $ 1,000,000 PROVISIONS below OTNM F I I DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL.PROVISIONS Instillation of windows,doors,glass,screens and shutters. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Miami Shores Village Building Department DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITIE N 10050 NE 2nd Avenue NOTICE TO THE CHIMPICATE HOLDEN NAMED TO THE LEFT,BUT FAILURE TO Do SO SNALL Miami Shores,FL 33238 FIX:305.758.8972 IMPO>E NOA O � UPON THE INSURER,ITS AGENTS OR REPRESENITAMMIL AUTNORr1ED REPREBENTA" ACORD 26(2001/08) ®ACORD CORPORATION 1888 I I I 7 ® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 3/4/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: CPC FINANCIAL SERVICES INC PHONE 305)774-9618 (A/C (305)774-9620 3835 SW 8 S t ENbUi Ext: AIc,No Coral Gables, FL 33134 ADDRESS:]modia@cpc—insurance.com INSURER(S) AFFORDING COVERAGE NAICO INSURER A: Scottsdale Insurance Company INSURED Brothers Two Windows & Screens, Inc. INSURER B: dba Hurricane Window & Screen INSURER C: 8515 SW 129 Terr INSURER D: Mi.ami, FL 33156 INSURER E: 305-235-8110 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL sUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MWDD/YYYY MM/DD GENERAL LIABILITY EACH OCCURRENCE $$1,000,000 DAMAUE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ $50,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ $5,000 A CPS1854158 9/24/13 9/24/14 PERSONAL&ADV INJURY $$1,000,000 GENERAL AGGREGATE $$2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $$110001000 X POLICY PELT LOC $ BINED SINGLE AUTOMOBILE LIABILITY Ea accident $ ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ ALTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS ALTOS Per accident UMBRELLA LIAB OCCUR - EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WCSTATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETOR/PARTNERIEXECUTIVENIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ ff yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES (Attach ACORD 101,Additional Remarks Schedule,H more space is required) Window Installing Company CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33238 fax 305-756-8972 AUTHORIZED REPRESENTATIVE ., "'► ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD Ell ig- AR ...s,...cu3. ".'..5 Detail by Entity Nabs Florida Limited Liability Cnrnpan MONTANA 13 HOLDINGS, LLC x Filing Infoffnation Document Number L11 019078 FEVEIN Number 20854 Date Filed 02P14/2011 state FL status ACTIVE Efbctive Date 02/14/2011 rp Last Event LC AMENDMENT Event Date Filed 09123/2013 Event Effective Date NONE �x Princip gl Andress 970 S. SHORE DR (MIAMI BEACH, FL 33141 Changed:08128/2013 Mailing Address � 970 S. SHORE DR MIAMI BEACH, FL 33141 Slr Clea 08/28/2013 Registered A nt Nanta &Address BALLERINI&BAUER,P.A. 927 LINCOLN RD-SUITE 200 ;£. MIAMI BEACH, FL 33139 ' Name Changed:OW 013 Address Changed: 8/2013 Authorized Persons) Dafen Name&Address Tim MGRM FABLE, ELISE 970 S. SHORE.DR MIAMI BEACH, FL 33141 Annual Rspprts NOTICE OF COMMENCEMENT A RECINM COff MIXT BE POSM 01 M XM SITE AT ME Or-SM 11MEMON CFN 2014ROO85739 OR Bk 29016 P9 1610; (Ipg) PERMIT NO. TAX FOLIO NO.J\-�tRECORDED 02/04/2014 09914:15 I-I IRVEY RUVIN9 OF COURT 111ANI-DARE COUNTYf FLORIDA STATE OF FLORIDA. ' LAST PACE COUNTY OF MIAMI-DADE: tTATE OF FLOWED&OWO OF DADS CO THE UNDERSIGNED hereby gives notice that improvements will is true copy of the CURK C, property,and In accordance with Chapter 713,Florida Statutes,the f4IoWWiWwM#im day of is provided in this Notice of Commencement A D 20 Vl MES .,my hand an Offic) I Seal. RVR Courts 3,� Co **ace awve rewrved for use of recording off 1.Legal description of property and str---Vaddress: N 1.5 2.Description of Improvement: A*V 3.Owneqs)name and address: 1e-.,-AL!- V1 N-N Vi Irterest in property: Name and address of fee simple titleholder 4.Contractor's name,address and phone number .5.Surety:(Payment bond required by owner from contractor,if any) Name,address and phone number: Amount of bond 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as Provided by Section 713.13(1Xa)7.,Florida Statutes, Name,address and phone number 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name,address and phone number: 9.Expiration date of this Notice of Commencement: (ft expiration date is 1 year from the date of recording unless a different date Is specified) WARNM TO OWNER:ANY PAYMENTS MADE'BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO 68TA1WFINA:NCING,'coNsuLr WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)of OwnW(s)or Owne s'Authorized Officer/Director/Partner/Manager _ Prepared By 1,z: C--I I-4�O Prepared By Print Name 1-1 Print Name 2- 1-1WO'ffloe Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE fo The 1, ,ng instrument was a9knowledged before me this.. 2 day v, By- 7r-- � -, -,3, U Individually,or U as -4 `y- for QN I-A Personally known,or U produced to following type of identification: DIAP-40AB&p fi1*XVV#% Ptiblic: s)060MM15b,'"11 Sigpeture of NotaryLo.'Awl/—1V Print Name: ,ap7ii 953 (SEAL) IFI TI PURSUANT TO W-07100 QL52L FLONDA Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true,to the best of my knowledge and belief. Signature(s)of Own (s)-of 0)vner(s)'s Authorized Officer/Director/Partner/Manager who signed above: , ryry V44 l3v • • • • • • • • . DRAWN ON:I REVISED ON: I 1 ` r • • • ••• • ° • 02/28/14 LA - "1` • • • • r • • • SCALE: BATHROOM Miami Shores Village SCOPE OF °W°ORK. • . . GENERAL NOTES WINDOWSO/DOORSREPL • • w . • . . •• . APPROVED BY DATE •• SHEEP 0-ALUMINUM SINGLE-HUNG WINDOW a IMPAO� RESISTANT. • • . .. ... ZONING DEPT BY PGT INDUSTRIES. "NE STORY STRUCTURE(15 FEET MEAN ROOF HEIGHT). MULLION ACCEPTANCE#:11-1013.14 *-EXPOSURE C. �- e� �s " " CX: X 2.75 X 50 BLDG DEPT ," •• ; •• C •13-0815.05 NOT PART *-ALUMINUM CASEMENT WINDOW- MP=*SQT4NC •° • BUILDING RISK CATEGORY II EGRESS BY PGT INDUSTRIES. ; : a ; ; ;° •�,A(NOA OF PERMIT SUE3.lE"CT TO COMPLIANCE WITH ALL FEDERAL ACCEPTANCE#:12-1218.09 °° ••• •• 0-175 M.P.H.WIND VELOCITY. A STATE AND COUNTY Rl1LFS AND REGl11_ATIONS BEDROOM *--ALUMINUM FIXED WINDOW-IMPACT RESISTANT. O-K.D=0.85 00 BY PGT INDUSTRIES. M NOT PART ACCEPTANCE#:13-0502.03 f-FBC 2010. W M ------------ ---------------- OF PERMIT () w M *-ALUMINUM FRENCH DOOR-IMPACT RESISTANT. ♦ASCE 7-10 WIND CODE. Z Q BY PGT INDUSTRIES. W Cie MULLION O ACCEPTANCE#:12-0516.02 "ASED ON TRIBUTARY AREA AS SHOWN. w 0 " I-J O 1 X 2.75 X 50 NOT PART •ALUMINUM TUBE MULLION-IMPACT RESISTANT. W N vi NOA: 13-0815.05 OF PERMIT O-CONTRACTOR TO VERIFY DIMENSIONS. BY PGT INDUSTRIES. aw ACCEPTANCE#:13-0815.05 *--FOR EGRESS, THEMIN.CLEAR WIDTH REQUIRED IS.'20'; W LLJ � KITCHEN DINING ROOM I EGRESS THEMIN. CLEARHEIGHTREQUIREDIS.•24'; �.� Z 0 I OANDA MIN. CLEAR OPENING OF5.0SQ.FT. 0 N A* Q 01- LL `LL Q NOT PART T -------------� i BEDROOM OF I I ICE I LAUNDRY F I i �•� I ------------- ------------� �ba I 1 O 'f es► r , O a 1 BATHROOM V I 1 Z z I 1 O I 7 WIINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 272.22 V h ul 1 Z W I 1 TRIB. POS.PRESSURE NEG.PRESSURE - `° GARAGE LIVING ROOM I MARK DESCRIPTION WIDTH HEIGHT ZONE N.O.A. DL O © i AREA P.S.F. P.S.F. 1 BEDROOM �B '� -43. 4 (J o ``,, F-- v71H A* SINGLE-HUNG IMP. 37.000 50.000 6.42 40.06 -53.64 END (5) 11-1013.14 Z ,"'�, O �IQ� 0 0�4 i B SINGLE-HUNG IMP. 53.000 50.000 9.20 40.06 -43.45 IM (4j 11-1013.14 v H 1 I C CASEMENT IMP. 37.000 50.000 12.85 39.41 -42.80 IM (4) 12-1218.09 Z w 1 EGRESS C' CASEMENT IMP. 37.000 50.000 12.85 39.41 -52.33 END 5 12-1218.09 H I L------------ O Y, © D SINGLE-HUNG IMP. 19.000 38.000 2.51 40.06 -43.45 INT (4) 11-1013.14 p NOT PART I BATHROOM O E SINGLE-HUNG IMP. 37.000 38.000 4.88 40.06 -43.45 IM (4) 11-1013.14 g OF PERMIT MULLION i F FIXED IMP. 12.000 1 37.000 3.08 40.06 -43.45 INT (4) 13-0502.03 N W O 1 X 2.75 X 63 I L------------ G SINGLE-HUNG IMP. 53.000 38.000 6.99 40.06 -43.45 IM (4) 11-1013.14 NOA: 13-0815.05 FOYER H FIXED IMP. 53.000 63.000 23.19 37.87 -41.26 INT (4) 13-0502.03 1 I FIXED IMP. 37.000 63.000 16.19 38.80 -42.20 IM (4) 13-0502.03 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 21.48 qO EGRESS C" TRIB. POS.PRESSURE NEG.PRESSURE MARK DESCRIPTION WIDTH HEIGHT AREA P.S.F. P.S.F. ZONE N.O.A. FLOOR PLAN 1 FRENCH DOOR IMP. 37 - rl .500 82.500 21.48 38.07 41.46 INT (4) 12-0516.02 SCALE: 1/9'=1' OB JOB NAME/ADDRESS; 94,1 NE 91ST TERRACE,MIAMI SHORES,FLORIDA 33138 DESIGN CRITERIA MMM ENG I NEE R I NG, INC. FLORIDA BUILDING CODE 2010 h _f (�e�� WIND CODE: ASCE 7-10 eYw ziLL MEAN ROOF HEIGHT.• 15.00 2100 W.76th STREET,SUITE 311 ROBERTS.MONSOUR EXPOSURE: C EB 0006024 HIALEAH,FLORIDA 33016 P.E.FL# 11955 BUILDING RISK CATEGORY II CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY(V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT(Kz): 0.849 (Kzt): 1 FLAT ROOF: N/A Q= 0.00256(Kz)(Kzt)(Kd)(V)A2= 156.58 p.s.f. W=Q(GCP+or-GCPI) P= 0.6 W .......... (ASD) P= W ............... (LRFD) o CALCULATIONS PROCEDURE EXAMPLE,USING MARK (A) W(+)= ..............56.58 p.s.f. (1.0000000+ 0.18 )= +66.76 p.s.f. ..........P(+)= 0.6 (+66.76 p.s.f. ) _ +40.06 p.s.f. W(-)= ..............56.58 p.s.f. (-1.1000000- 0.18 )= -72.42 p.s.f. ...........P(-)= 0.6 (-72.42 p.S.f. _ -43.45 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSg.Ft= 272.22 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp Gcp AREA P.S.F. P.S.F. + A SINGLE-HUNG IMP. 37.000 50.000 6.42 40.06 -43.45 INT (4) 11-1013.14 1.00000000 -1.10000000 A* SINGLE-HUNG IMP. 37.000 50.000 6.42 40.06 -53.64 END (5) 11-1013.14 1.00000000 -1.40000000 B SINGLE-HUNG IMP. 53.000 50.000 9.20 40.06 -43.45 INT (4) 11-1013.14 1 -1.1 C I CASEMENT IMP. 37.000 1 50.000 12.85 1 39.41 -42.80 INT (4) 12-1218.09 0.98077015 1 -1.08077015 C" CASEMENT IMP. 37.000 50.000 12.85 39.41 -52.33 END (5) 12-1218.09 0.98077015 -1.3615403 D SINGLE-HUNG IMP. 19.000 38.000 2.51 40.06 -43.45 INT (4) 11-1013.14 1 -1.1 E SINGLE-HUNG IMP. 37.000 38.000 4.88 40.06 -43.45 INT (4) 11-1013.14 1 -1.1 F FIXED IMP. 12.000 37.000 3.08 40.06 -43.45 INT (4) 13-0502.03 1 -1.1 G SINGLE-HUNG IMP. 53.000 38.000 6.99 40.06 -43.45 INT (4) 11-1013.14 1 -1.1 H FIXED IMP. 53.000 63.000 23.19 37.87 -41.26 INT (4) 13-0502.03 0.93549608 -1.03549608 1 FIXED IMP. 37.000 63.000 16.19 38.80 -42.20 INT (4) 13-0502.03 0.963051699 -1.063051699 • • • 0000 0000• • • 0000• •• 0000• 0000• • • 0006 Soso • 0000 •et• •000• fJ ti •666• • •• •6e00 •• •• Goes41 o6e6� • • • S•6•• • • 1 •• • JOB NAME/ADDRESt 941 NE 99ST TERRACE,MIAMI SHORES,FLOR/DA 3313B DESIGN CRITERIA MMM ENG I NEE R I NG, INC. FLORIDA BUILDING CODE 2010 (D, WIND CODE: ASCE 7-10 C9 ed* ?/ MEAN ROOF HEIGHT: 15.00 2100 W.76th STREET,SUITE 311 ROBERT S.MONSOUR EXPOSURE: C EB 0006024 HIALEAH,FLORIDA 33016 P.E.FL# 11955 BUILDING RISK CATEGORY II CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY(V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT(Kz): 0.849 (Kzt): 1 FLAT ROOF: N/A Q= 0.00256(Kz)(Kzt)(Ko(V)A2= 156.58 p.s.f. W=Q(GCP+or-GCPI) P= 0.6 W .......... (ASD) P= W ............... (LRFD) o CALCULATIONS PROCEDURE EXAMPLE,USING MARK 1 W(+)= ..............56.58 p.s.f. (0.9413702+ 0.18 J= +63.45 p.s.f. ..........P(+)= 0.6 (+63.45 p.s.f. J - +38.07 p.s.f. W(-)= ..............56.58 p.s.f. (-1.0413702- 0.18 J= -69.11 p.s.f. ...........P(-)= 0.6 (-69.11 p.s.f. ] _ -41.46 p.s.f. WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 21.48 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp Gcp AREA P.S.F. P.S.F. + 1 FRENCH DOOR IMP. 37.500 82.500 21.48 38.07 -41.46 INT (4) 12-0516.02 0.94137019 -1.04137019 •0• •0• 0000• • •• • . • • ••0• • + • • Atily 0000•• • • • • • • 4;• (1 0111 � 7 f M1AMMADE MIANR—DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy u COPE: 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 Hi Veloci Hurricane Zone. rico V6,17 C PP �e ' ailr it t '" "KINM01 IN �� -� 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. At Tr t al _ itir ABELING: Each unit shall ear a permanent label with a menu acturer's name or Iogo, city, state, series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this N.Q4.Failure to comply with any section of this NOA shall because for termination and removal,of hjOA. •• •.• ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Da6eb;linty, •Flor4, and •. followed by the expiration date may be displayed in advertising literature. If arts*pptKon of the NOA i$ displayed,then it shall be done in its entirety. ••"" 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by Jbq AanuffbAV V or its,.•.•• distributors and shall be available form ction at the job site at the request of the BW Wiag Off�cia>.• 00:006 ;k o d consists of this page 1 and evidenoa pages E-1 �tr►d •-2, a!?... 0000.. well as approvat documentmentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. 0000.. . . • .0000. M M►p UNTY � � 6 � O�_ 0 r r 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 NDA No. 11-0922.01) D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATE MENTS •0 0.0• 0000 , ....�. 1. Statement letter of no financial interest, conformance at�d.eoriplying .�11h the FBC 2010,dated 06/06/11,signed and sealed by Anthony Lypp.Agi,Iler,P..B.• •••• • 2. Laboratory addendum letter for Test Report No. FTL 64431 is9xed by Feaestraticn...; Testing Lab, Inc.,dated 05/05/11,signed and sealed by Marlin,EP.•13rinsoNT.0& (Subinitted under previous NOA No. 11-0922.01) 00 0 0 0 0 0 6 96:066 6:06' . - . . . .%0 00 0000.. S • . .0 • 0000 Ja"ine D.rsA.9c ,P.E. Product Contr8lSectidn Supervisor••••0 i10A No. "815.05 0 Expiration Date: Mao;26,2016 Approval Date: October 31,2013 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(coNTuamD) 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. (Submitted under previow 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 . . •096 0000.0 6 • .. 0000 • ..00 . 996996 096.0♦ 96..96 0000 6.66 • • 9 9 • • .966 .666 6.909 _ ,.6096.0 0 09 9•.00 • 0 .•.6 9 9...6. I. • 9999 J dime D.One n,P.E.6 0 Product doniWokSection Unrvisoi;9 6•• NOA Nq..C%-0815.05 Expiration Date: May 26,2016 Approval Date: October 31,2013 E-2 '. x GENERAL NOTES: .., •.� -.- 2w=a. _ - 1)DETAILS SHOWN ARE FOR THE MUW ON ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE •'�� FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BGENERAL NOTES..........._....._..._..1E INSTRUCTIONS.-___1 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED. ELEVATIONS......._....................1 y FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. IML To 2X WOOD.............. _._..2 MULTIPLE OPENINGtYIDTHFORVERTICALMULL ARMSSTOSE MULL TO/X&MASONRY_.._-----2 d MULLIONS / SEE DETAILS INSCRIBED INSIDE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS INSTALLATION NOTES___._.__...2 AD H; REOTANGULAR HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO MASONRY_..._____._3 Awl, M ..._..._._..... L TO STEEL STUD 8t SHAPE A NOT HAVE A GAP OF MORE THAN V4'FROM THE CLIP. Y3 4 MULL TO MULL..................... �L T 3 7Q yW x III / ��\ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 70 RESIST THE WMDLOADS CORRESPONDING TO THE REQUIRED ALTERHATATE CLIPS.__...._._..._4 Z LL DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN Lfl80.THE 113 STRESS INCREASE WAS NOT USED SAY WILL INSTALLATION.--------4 0 Z IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. i X 2 X.125 MULL SPECS _..__.6 1 X 2 X.326 MULL SPEG'S-........_._..6 / \ 4j PROPER SEALING OF ENTIRE ASSEMBLY 13 THE RESPONSIBILITY OF OTHERS AND I8 BEYOND THE SCOPE OF THESE t X 278X.378 MULL SPECS..---.. 1X2.76XASMLLLSPECS.__......8 Z SEE� / __ /_ iii /t i 8EE DETALLS INSTRUCTIONS. 1 X SAM X MO MULL SPECS.__._8 In O cO J A THRU O; \ 1 X 4 X.1125 MULL SPECS_..-_._-.10 a 7 SHEETS 2-3 _ I 1 p 8)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.M TUBE MULL SPECS.._11 SHEETS 24 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 21.FOR MULTIPLE UNITS,CONSIDER 1 X4X.376 T MULL SPECS...__t1 III I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1.26 X 3.168 X IN WILL SPECS...12 O - 0 OPENING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SWILL APPLY. 2 X 4 x.26 MULL SPEP.._..._....._13 Z W in n WILL HEIGHT 2XBX.11 X.I2 SPECS._...._._..-14 LENGTH HORIZONTAL 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7.28 X 211 X Y MULL ECS—.16 � AWLL 90°X3.28 BAY MUII SPEP......-.18 O BEE DETAIL E. 46°X3.25 RAYCUP DIMENSIONS_- N0 SHEET 3 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST MULLION aCUP DIAIONs.._-118-202o LLL < BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT EXAMPLES t&2_._. 27 ( Q g� 5; AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT LOADING EXaMPLES...___.__._.22 O Z REACTIONS. Z� m Q Q FENESTRATIONQK PRODUCTS MAY 8)REFERENCE:TEST REPORTS:FTL-0143;ELCO ULTRACONIAGGRE-GATOR NOAS;ANSUAF&PA NDS FOR WOOD CONSTRUCTION; W MUS BE ADM-ALUMINUM DESIGN MANUAL tY Z y MOWfACTURED j j^ ayPGT. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGQ O ON O CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH RO BEE DETAILS FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. C / $L HORIZONTAL SHA-D.G)t4 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. MULL LENGTH HORIZONTAL MULL INSTRUCTIONS: LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT 0-BS/FT°)FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR'TRIANGULARITRAPEZOIDAV. EVISSID ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY B.BSIM FROM TABLES 1A THROUGH 13A,ON SHEETS 6 THROUGH 17 oswPRODUCT A wil mpTyiltgwltNt6oFloTLln MUtL OPS DTH �HtXIt.NaR1.LENGTH--i RESPECTIVELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING Butl4ing Cado LENGTH '—`I VERTICALLY OR HORIZONTALLY).THE MULLION CAPACITY(L.88l n OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE AteepinMo No REQUIREMENT 1LSSIM FOR THE OPENING OBTAINED IN STEP 1). O�� 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FMD THE VALUE IN THE NEXT COLUMN{LNCHOR CAPAGTY REQUIRED REBS).THIS Deo Contro HEOHT VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL FOR Ho MULLION CAPACITY. LENGTH >� MM��LL d LENG mm • • r- v TM 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLEroN•• '• .�<!�l�'., L °•JI •• ANCHOR/SUBSTRATE!ANCHOR-CLIPPATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED \CENSE '•. Q • • ANCHOR CAPACITY IS MET. • • • • • 1• * No.58705 SINGLE MULLION •GINGLI I LION• • -I y CAL MLB,L 7)IF THE MULLION CAPACITY 0891M OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT 196iFT'l OPENM WMrrH FORTIS OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY MR VER,CALREQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE b'• SEE CORRESPONDING PI'ABS MUL E M LLIONSSTAT SEE CORRES 1 NDING 000 •• • u 8)VERIFY THE DESIGN PRESSURE RATING"Si")FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL inn ' FCORLOP•'tj�� • • • • s • • • • MULLION CAPACITY{LBS/FT+1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE ••• • •• • • • • • MULLED FENESTRATION PRODUCT ASSEMBLY. �7/7s`S/ONA\- \\ • �• • • •0 a 0 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 7 L t • • • • 600 • A.LYNN IvIIL�.ER,P.E. FL P.E.#68705 • • • • • • • • • • ••• • • • ••• • • DETAIL A. DETAIL B: I� MULLION TO 2X WOOD BUCK AGN MULLION ATTACHED TO 1X BucicaTRP FTYPER m=m �za OR WOOD FRAMING WOOD BUCK AND MASONRY AND (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOT SEE SEE TABLES 18-I08 SEE NOTE i, I , MULLION I SHEET 1. ,i T1 Q F 6 j j i ZN W I I Y SEESHEETS 'a b I MIN 2.71 .••-.•,- .•..�'�.!' EOSE 0 EITHERTHE - I I 1&20 FOR HOLE d I I CONCRETE OR CMU , DISTANCE. 3 STANDARD a .a 1 LOCATIONS a ° I ,I SEE SEE TABLES = N OFFSET MULL a BOGSI EDGE DISTANCE 18,403g LL CLIP MAY BE I ° DISTANCE va c ..a i- ° FOR MASONRY WTHIS6TALLEDBY d a FOR .a=W000 W /...•!e' a a r�G'Ea'° a n I.aI . -i e ANCHORS CHO.. R BTOCETLFBAUIFT8NPSHDMMEEMAHERTARiTMTYTDH1HUOOELDLR . W Q�Z METHOD SCREWS _ _ 4 d° SIDE VEW Z AL MULLONS o 4 a e — oS By EXTERIOR ° °4DISTANCE 4 FOR MASONRYa O Vtza ANCHR °dEXTERIOR h N U ? Q az1&01—Xl (/� TYP.ANCHOR TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE,10-;WPERsu881RATE. AA A SUBSTRASEE TABLES IB•tSEE TABLES 10.108 SEE TABLES 1BTE•1,0B �EOGMEND DISTANCE BUCKSTRIP SEE TABLES AND EMBE SUCKOW ATTACHMENT AND E .. 8Y OTHERS. SEE NOTE 1. A1TAC14.ffNf `+ SHEET 1. BY OTHP.RB, i SEC NOT' �e a• - .. .. ?e;•. +' SHEET I. .. .. MM 2.7 KSICONCRETE ORCMU nSUD SIDE VIEW FRONT VIEW PRODUCT RB tkdw • •.'•:'.�.. .• A1d1oo>�Iyingw11p1LIiFlorlda FRONT VIEW AC%Atoo�ddoo 23� b INSTALLATION NOTES: LliamiDedoAro uaComro 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 'Ailli i 2)QUANTITY OF ANCt{aft AAL! ON R W j •FOR PICTORIAL REPRESENTATION ��TpNy LYNN 4f, ONLY.BECAUSETH�ANCHOR A P OG►THEANCHORTOANCHORDI3TANCE.THE ��''�ICENSF '•�4o}T �� CORRECT QUANTi L N QF A)dCIgR>i M116i E FOLlOWED,REFER TO THE TABLES ON THE FOLLOWIN SHEETS. OQ DETA91VsS AND.WHNR T}IE 9fANDARD OR INTERIOR CLIP MAY BE USED. ".*:' •.'>fc ' •• ••• •• • • • •• No.68705 _ S)ANCHOR HEAD TYPE MAY BE PANHEAD,HOTHEAD OR FLATHEAD. �l 4)WOOD BUCKS ARE OPTIONAL.,SEE DETAIL.C.SHEET 3. 1 O t • ��(�T SFTA E 6)FOR MASONRIAPPLICVU&S IN WMI•-A • ,SSE" �M-RADE COUNTY APPROVED COR ELCOULTRACONQRELCO:C S.S.A6QRE ' ,N CC4Rl; ...I. / OOP.•' \��t:/� • •t •••• ••• ••• •••• A L4t4N MILL'@k,P.E. FL P.El58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I DETAIL E: r -� ULLION TO MULLION .izcMw. M ® � INTERSECTION NOTES: ° MULLION (U-CLIP) LL 1)MAY BE INSTALLED IN-TEE'OR"CROSS' o INTERSECTIONS. u VARIBE 2)MAY BE INSTALLED HORIZONTALLY Y �+ I TYP.ANCFKfR I (SHOWN)OR VERTICALLY. I I EITHERTHE I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 1820 ,S Q DIET i i sEErAELEste toa I.� TOP VIEW FOR CORRESPONDING MULLION. M CLIP MAY BZE I I EDGE DISTANCE MULLION z RR.4TALLED BY 11 I ' _ THIS MERK2L 1 1 I o FOR ANCHORS Y VARIE9�-I J N #128TEELSCREM SELF-DRIWNG OR PRE4)RILL a .e MULUONANDUS12" W m DO O U) EXTERIOR 44 a MULLION z m Z 4 " O a EDGE DISTANCE ".e 2 FOR MASONRY a nn ` U ANCHORS - LQtfERSECTIDN jO U•CLIP 1 liz 8 e as EXTERIOR Z e- TYP.ANCHOR '.a �z' Z Q ` ER SUBSTRATE, 4 Q •. Q O / SEE TABLE818-tOB TYP,ANCHOR SEE3HEETSIB-20FOR F j.JO IO / SUCIIBTRIP PERSU&4TRATE, HOLELOCATION9 8 AND SEE TABLES 18483 FRONT VIEW EDGE ATTACHMENT DISTANCE N 3 9 BYOTHERS, SEE TAM" 7 cn.,tmn a. SEENOTE I, c -o iB-10B U z Q 1. EDGE MIN 27K81 CONCRETE OR CMU •••..� I SERE TABLES SIDE VIEW g Mi8`Yv�1 — MIN2.7KMCONCRETEORCMU 18.108 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES* STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a TPER YPANCHORTE,. \ 2)QUANTEfYOF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a SEE TABLES IB 40B PRODUCE RBVISBD SEESHEETS ® as BEpmplrinSwllkRhoPlorWa ONLY.BECAUSE THE ANCHOR CAPACITY 1S BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE � 1810 POR BOdinB Cie CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLB Accoptrutce No FOLLOWING SHEETS.FOR DETAILS AD,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Daw 1lv 3)ANCHOR HEAD TYPE MAYBE PANHEAD.HEXHEAD OR FLATHEAD. `E\\ MULLION ® IIs. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. \Hiamll7adoproduaCmtro ® \R 141If fI! 5)FOR MASONRY AP%16AT"VAIVI/NIW-DADtCOWT1}USE@MYMIAI"ADECOUNTY APPROVED EWE ELCO ULTRACON OP ELCO 14'818.AGGIRE0011TO♦MaotRYINCHORS. POR STEEL BiuDB THINNER THAN SEE TABLES : �a•' \CENSE''�F�� •• •i i i i i i•i •• FRONT VIEW 10 GA AND COMPLIANT WITH THE FL BUILDING 1&108 CODE. SACKER USED :' •• ••• •• • • • •• ATTACHMENT SYOTHERS. = NO.58705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW = NOTES: a 1 S ✓� •W • •:10 •• • • +• 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD O'•, STA E f ANCHOR VALUES MAY BE USED. • •• • • • •• • • 2)SEE CORRESPONDING MULLION TABLES, /��dNA- • • • • L • • • • ••• • SHEETS 8-17,FOR QUANTITY OF SCREWS. A,LYN�I INLLER,P.E. FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION � d a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) d �` s SEE A•E. SHSTS2ANRLAnav WOR6 d 7osPEMCSUBSruATE& 8AYMULL MULUON ' � Q O O Z W O O O O O O O O N O O TOP VIEW � � SIDE VIEW I V u) sHowNwrtHrxaxexs TOP VIEW i Ui z c m MULL[Oia I I I I I I I I TYP.ANCHOR I I I EXTERIOR i SEES ABiESIMOR1� .4Z U� STANDARDMUWONCUP I I P RSU�RRAATE, I EXTERIOR L � M IFIEO TO FIT F8;10 I SEE TABLES 58.118 < c CONDITIONS. — j I I I 2 PER MULLION END,MUST BE MULLION I I I 1NSTALLEOMIDEOFEAYWAL. F, 0A- o I I CU (p N rxWX.12V ai I I I I ANGLE CUP. 1..1 z Q 2 PER ANGLE C LLx21 END, a — O I ALLED (1) 1 I INSIDE Be MUST MULL SEE g 8 I I TYP.ANCHOR � 8EE TABLES 18.108 ./� INTO WOOD. L..� STEEL.ALUM INTO WOOD.STEEL. STANDARD CLW MASONRY BE EXTERIOR ORMASONRY EXTERIOR EXTERIOR ALUM,CMJ OR MASONRY MODIFIEDw•FtELo. ` --®" >RODUCf R8 OEoBE OµoR �� -� iacomplying wNNllwRorida t� @ �Cd, -OU", �O @�INTOWOOD,STEEL,® ® ALLIKCMUORMASONRY EDGEDISTANCE PER ANCHOR EDGE •• • •• '�--—® Q DISTANCE • • • • • • • • • NOTES FOR INSTALLATION OPTION G&H: � LYNN �'��i PER S FOOR •• •• ••• • • ••• •• O 1)USE 2 ANGLE CLIPS PER MULLION END.CUPS MUST BE INSERTED INSIDE OF MULLION. `\��O��LGENSF/c NOTES FOR INSTALLATION OPTIONS F:.•• ••• ••• ••• • • ••• � �� •''>AC 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28•X 211•X.126'MULLION. 2)DETAIL G:SEE TABLES 1B-118 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE = * NO.58705 LOCATIONS. _ 2)SEE TABLES 48.106 FOR ANCHO�t 4UANTII7ES AND SHEETS IS-2D FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLE3128 OR 138 FOR ANCHOR QL1ANTf71ES AND SHEETS 1&20 FOR ' 0)S 13 �W �.,�,•••• •• ••• ••• ••• HOLE LOCATIONS. Q STATE OF �(! 3)THE 2X5 CLIP IS NOT SUITABLE i�Y1al^�I�PUCATIO=d• • • • • • FLORLOP• • • • • • • • • • •• • • pp i i• ••• ••• ••i ••• ' JMN 'Ib E}3tPE. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A Ile Mumon Camiti Table MMA) 911 Opentng Width(for vwftaW4pwdMmliton9)orOpentngHeight(for foftmttWepare f -A-) to 691. 801. 701n 80in In 1001H 1120 fn t/0 in too in Reetml9itef TIWTdmg. Redens«I Trawixag. Rectanaft •AeWTdmg• Reewwn I Tffiona119. Reamgltm TrwTtmg. Reote11919efef D*aimg. TIWTdm. Revlm•elm TmWT4.1g Reo4e118utar TmWfAmg. q 1 x2x.126 Long 9 L-ft laming Immn9 tadn9 twit Laft Laaft toafg Laaft Lavug Lageg L-d" Loaft �Y Alum.Tube i MuMon I fill, 11 1 11 1 11 11 11 11 fill, 11 1 111 111 11 1 11 1 111 42 m ill.01 408 129.6 33=2 832 408 118.0 326 79.9 409 107.8 321 66A 409 104.4 3M 82.1 408 104.0 318 86.8 408 106.0 318 48.8 448 IOU 316 39.8 408 104.0 318 36A 408 104.0 318 124 A 3M 83.8 266 824 312 73.4 282 63A 312 87.0 249 46.8 SM 89.2 218 MA 312 619 2N 37.5 312 Si.0 241 31,2 312 91.0 2N 28.8 312 81.0 244 234 312 81.0 244 (� .0 281 709 234 NUI 281 61A 227 45.6 261 66.7 224 38.8 281 621 222 365 201 60.1 220 31.9 281 4&3 219 28.8 2B1 49.3 218 22.8 281 403 218 20.0 281 48.3 219 u.. 9 247 57.6 207 43.9 247 49.8 202 37A 247 44A M9 32A 20 41.8 108 29.2 247 39.4 194 28.3 247 383 183 21A 247 38.1 193 18A 247 38.1 193 18.4 20 Al 193 M a 0. A 2m 412 170 32.0 200 30.4 168 27.4 20D 319 183 24.0 200 28.0 160 21.3 200 27.1 tN 182 2m 25A 157 10.0 200 %A 158 (.) 3.1 181 36.3 185 27.8 t81 30.3 1W 23.7 181 20.9 149 20.7 181 24A 148 18.4 181 22A 144 fab 101 21.7 14S A 165 309 142 24.0 186 20.1 139 20.8 165 23.1 136 18.0 165 21.0 IN Z 2 139 25.3 f20 18.6 138 189 fib 16A 139 17.6 f18 A 12619.7 109 10.7 126 t8A17A 118 182 101 I- ? Q TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: . o Anchor Capacity Table s) eubmw% 27k Oxmete 3Ak Cap.I Haftw0mu FUM C U PTwood Malec (OP-)X( ) ANCHOR CAP.,,, N MULLION CAP.,o.,,s f91S'Eko 114•$a Eta 918•El" WasElft 010 Steel 82 Steel #M Slat X Anoh«rypa 3+18•Elea Ildtmm ve F1eo llBmaxl 3118'Elco I2tmwn 774'Eine tt8mmn USE THIS FORMULA TO OBTAIN THE Y Y AmtlorC3pPetlmre uumm apuec•t« uemoan AgpreOata ecaear(o6I s«me(as)6emw(85) N ttbrome pn3 r 2-trr r 2-trr 3.118' r 2-ter f• VZ r 31w r a4#• ace 0324• x REQUIRED'CORRESPONDING TO AN U X Q �y Embe6lmlt(+n2 tie tare tars lana• r 1-us 1-1w 1-Im t-1w 1-1/e 1-1Ie r 1-w tam• (see nae 4) ACTUAL PRESSURE REQUIREMENT FOR THE Q .- O O 2AnehmQ 7r6an.oar « «000. 1@4411. 2700s 23090 354lbs 74011. Ih 0. tlMa 3281W OPENING,WHEN IT IS LOWER THAN THE MULLION 0. .4D aAmhleO t.tor emL o.c7etaroen)t«o•eg c6ptr7p.2) ee0the MR* WA WA WA WA 380 ep WA WA wA WA WA man 0409. 1M49p CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anghm67eckl.aa1(2)2n An&Clip IF44 76olee 76DRe 000130 Imam Immo s4o0. emu WA 79otbs mama 9600e 2304 me 6029. so Ms iMoas MULLION.IT WILLYIELDAMW9AUMANCHOR 2 Anchm 0 046•tdh O.C.I UCCA Oft 718•AIM 1Ffp.4 WA WA WA WA WA WA WA WA WA WA WA WA NIA wA 7180. CAPACITY WHICH MAY BE USED TO QUALIFY 1Anehefl F•CUP(Ffe6 185 a. 1ftma 225 me 4461b6 822 me 135 roe 14010 177fhe 3709. 234.. Mae 091 an 183ma 2t00. 2m(be ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhae®1.1r I010.WFc9pM 2400. Mbe WA WA WA WA 190D. WA WA WA WA NIA 306 ms 4200. 690 ma ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: IGURE 2: TABLE NOTES: RODUCT 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. conIpt in Acv REVISED 1ho FiorWa SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ufft Cob •QS � 1.000' r- COeptaRip NO 70 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-2(1. 4 to act CD 1-0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 2.IXV I I I •• • • • •• • • •• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST et;USED IN P7IIRS. •• • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED 1 ` 'p�`l LYNN,y/<<� • •• • • • • 000 • CONCRETE BLOCK UNIT(CM(n SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED 1[-. C.• �vGENSF P FIGURE 4: FIGURE 6: ••FI Rt+6.• • • • • • ••• YELLOW SOUTHERN PINE WITH AN SO OF 0.66.ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.12b' I �'• •lc • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X r X.126•MULLION = * N0.58705 LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND * THE MATERIAL. ��•;� jp )S� • ••• •• • • • ST E F ••• • •• • • • • • • • i i• • i l i i • •i i i )9 10NAL • • • • ••• • A.&W fM1116Lt P.E. FL P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 2Afa� Mullion Capsony Table OW a� opening Width(forver8caIyspemtngmtNore)oropenlng Height(foriodzonta9yspeMrgffaNans) win win 7090 In in iw In 120In 1401n t1.in p Rea•gWm Trep/7dng. Rectswof T18pr7Mig aeowwv TM Tftm Reotageler Tetp/7deng. RaW*W Trepl01ae9. Reaallpa9f TMPFTdag. ReOimgmaz Trey 7dm•. RBatetgWar Trepl7rkig. Trep77rlen8. p� /3 11(2x.376 1.0300 L48dhg trop Loamv loads® LowrIv Legg Looft Loa&Q Looft Leadno Lo"Alum Tube lnad9g 1.aa4eg Laa®n8 Looft LaeArg b' 4 Y cc Qin 170.0 620 1760 436 151.3 661 170.0 478 12&7 862 170.0 w8 113.6 862 16&6 618 100.0 882 Iwo 617 80.8 662 1889 817 7&7 662 168.8 617 %9 662 188A BIT w,7 60 186.8 517 o 481n 121.8 w7 138.0 418 101.4 w7 110.2 410 8&0 507 108.7 403 7&0 59 1028 390 87.8 901 We 387 60.8 807 99.0 398 60.7 601 89.0 398 434 807 86.0 398 38.0 507 86.0 3% K625fu 103.7 456 1146 378 86.4 466 9&e 371 741 468 904 364 80.8 4w 848 360 57.6 4w 81.3 967 81.9 488 Bao 358 432 668 80.0 3w 37.0 48 8Q0 356 324 4w $0.0 369 54 In 46.4 4w 83.3 338 71.2 400 80.8 3W 01-0 400 72.7 322 634 4w 07.3 318 47.6 400 84.0 316 427 400 623 314 3&8 4w 61.8 313 30.8 400 61.8 313 217 400 61.8 313 LU 4Ovo� a win 623 324 68.8 216 w.9 324 67.6 270 446 324 51.2 264 3&8 324 4&8 280 34.8 324 439 257 34.1 324 Q.0 255 2&0 324 40.6 254 22.2 324 40.5 233 1&8 32)4 4M6 253 mfn 0&0 294 67.4 262 44.8 294 492 248 3&4 290 434 241 338 284 We 237 2&8 284 W.1 234 tae 294 38.2 232 2Z4 294 33.5 230 18.2 204 U4 230 18.8 204 33.4 230 60It 48e 2W 4&0. 220 WD 268 424 225 33.4 266 374 221 2&2 266 341 218 74.0 268 31.6 218 214 158 2&8 212 1&6 286 2&0 210 18.7 288 27.7 208 144 188 27.7 209 Z 721n 3&0 278 37.8 180. 30.0 226 322 181 2&7 225 28.4 188 226 225 2&6 186 20.0 226 23.5 182 18.0 225 2Z1 180 164 225 20.3 177 12.8 226 19.6 176 143 226 1&$ 170 78rn 30.6 202 32.0 17T %B 202 27.2 -121.11 202 23.0 170 '19.2 207 21.6 187 17.0 202 �.7 169 1&3 102 184 183 124 202 t&7 i1. 10.0 202 1&8 iw &B w2 1&8 t68 � N 78M 2&3 182 284 168 238 182 2&1 165 202 182 220 16'1 17.7 182 1&7 tw 18.7 1Q 1&1 157 142 192 1&8 76S 1t8 192 15.2 182 tat 102 144 IN 84 182 142 iw r' c) 9061 189 141 10.0 128 164 144 1&1 128 Z -sem 182 127 1&8 113 QN n O O TABLE 26 ANCHOR CAPACITY ADJUSTMENT FORMULA: N 4'? AnchorCepacityTable Pe)ana'EkANCHORtAP.,,m, N Y g 27¢Canare<e awlcmo. cMu •oleocuU III mom (DP-)X� > CAP.,® e 74•as 6418•Eton yr 88 Eoo 810 6tl 9121RW oe912 alai MIUI LAN CAP.,,,,,, -ANCHOR H- X AnahorT7pm 3rt6'Ekol7treoon yr Eko tmleoal 3r15°1Hoe131raeon ttr Eko U6faan 1s EUSE THIS FORMULA TO OBTAIN THE*ANCHOR U Q Anchor Clip PaGe71La 47tram A9Ra0atm U9raoen its Berow((W Gamine)saw(GO) CAPACITY REQUIRED'CORRESPONDING TO AN 4 1'.�Qatmlm(0.Q r 2-VT r 2-IM 3-118' r 2.1ld r 2-12 z 3.118' z ami mw0.324• >~� Ewbsclm•8 lair torr tarn I-W z 1.1N' 1-tW 1-w' 1-v4• 1-104" 1-vr z tare• 1469• (aa note 4) ACTUAL PRESSURE REQUIREMENT FOR THE A 2 @ 4 1 or 3W m 290 740 ft 4867. suft 1182 420 m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Antlrore�1.16'66a O.0 18Imtdatl(of06rtlJl2p(ly. {8000 79000 WA WA WA WA 3mft WA WA WA WA -WA 86200 810ft 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArdmQ3.4mn.aa7p}z46coups Ift x Twee ?Mae am" 16wm 182690 soft wom WA m 63990 8mm 238490 66290 64090 112090 MA.I.ION.ITWILL YIELD AMINIMUM ANCHR 2Aahae O a Mkt 410.1 t4Ca0.loo 146 Atma tRB.4): WA WA WA WA WA I WA WA WA WA WA WA I WA I WA WA 71000 CAPACITY WHICH MAY BE USED TO QUALIFY I ArOW1 F-WP Fiy 87 tlBft 195 we 22500 44690 a?2Me 135ft 14010. 17790 3701. x141. 33290 88100 16390 MOR ?m1. ADDITIONAL ANCHOR OPTIONS FROM THE 2MOM®1.16•Mia Q0J F 241P . 24090 3w ft WA WA WA WA ISO me WA WA WA WA WA 3281. 420 ft 6901. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLI',USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. E 1: FIGURE 2: TABLE NOTES: PRODUCT BB 461uplyhlg RB thn Fiwld9 Bull"Code ]'- • • • • • • 1)SEE SHEETS 2-4 FOR I STRUCENERLONSTNS TON USI N MNG THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 1.0wffMfPmduc.!1C0!"tro7 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. 2 -1011111, • • i ••• • ~i • i • PPROXIMATE HOLD E LOCATIONS.RESTRICTIONSBE DRILLED IN THE SHOWN ON SHEETS 18 . LYNN FIIGURES SHOW SUGGESTED,A ANGLE CLIP MUST BE LUCID IN FWIR* • • • • • •04)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .376' ��. GENS ••::P •• ••• •• • • • •• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD$HALL BE PRESSURE-TRFATED T FIGURE 4: FIGURE 6: FIGURE @ I No.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.86.ALUMINUM SHALL BE iHI83-T8 AND BE A MINIMUM OF.1�'• -_THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048'THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7 1'X 2'X.376"Ml1WON LEAST.128"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND " ! • • • • •• • • TiIE MATERIAL. 3T Te o ••• • •• • • • • • • i i• • i l i i • •i i i (ONA- • • • • ••• • A,6+F NIMILLA,P.E. FL P.E.1158705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A ® ' Oper ing IR 4th ogva ill nvAons)orOpening NoMM(tor horta apemUg wAom) r! �' a 601n so In 701n .. `., ".;: 901n 10010 12010 140 in 160N p f 3rd 6 s fi' Reclano r Trelvillo . Rust TOMIRSMReOtenpOm Trap7Rt r4 �lpdet T16t491wip Reoron•da 'Rap7htett8. Reo101814er TropTde119 Roe1W ptler Tmolklo O. Reatmft TropRdeng. RNUMolar 7hWdw* y t0ad1• tmdlm t.e9d,p I.oad,g toado9 Loedrg Imdn9 Loa&• L"ft L-ft Loaft Loed9• tmd19 I.oadn0 Leadn9 LMft (.Mang �x_ X77Tm 11, $Aitela - p 0 }SRI$ fig@ �yg p egg Q ffi @fig}gyp}g g �$ $ ��@ �R fl j° L.`„R� g g Og tl� tl8 t7 g ,� •,Wg 8 t1g tSg g 6 g (3 Dig � d 421, 17&0 820 170.0 p8 170.0 744 17&0 478 MA 888 170.0 808 170.0 890 Ift 0 170.0 tit$ 170.0 521 170.0 t240 170.0 621 148.7 ISM 170.0 521 127.9 ISM 170.0 621 lif.6 ON t70.0 621 48 In 170.0 708 170.0 ON 170.0 860 170.0 984 170.0 892 170.0 630 170.0 1138 1700 881 ZIA H391 170.0 677 138.0 1139 170.0 M 11&0 1139 17&0 980 07.0 1139 170.0 880 86.4 1139 170.0 880 ] � ;iii' .0 747 17&0 BM 170.0 San 17&0 831 181.8 103'[ 170.0 081 118.8 1 1 M 130.0 1032 170.0 747 117.4 1032 170.0 766 87.9 1930 17&0 766 83.9 1032 170.0 758 73.4 1032 MA 758 .�U.1 I _ U.. 642 170.0 707 170.0 612 181.3 907 17&0 191 1382 807 184.7 730 1201 001 107.0 807 t4&0 714 96.8 8W 141.1 710 BOA 807 140.0 7� 89.1 907 110.0 709 80.6 807 149.0 709 a 6061 141.1 Tali 1616 625 117.6 136 130.3 $it 100.8 736 11&0 699 88.2 736 1062 680 7&4 736 99A 683 70.8 738 85.1 578 581 736 91.8 574 80.4 736 81.8 574 44.1 736 91.6 574 EF°'' 11 BBB 130.0 6'70 101.0 866 111.5 667 87.0 BBB 981 647 78.2 889 - .7 669 83.8 631 SU 666 791 w WA 888 7&B 621 A.0 886 76.8 621 3&t SM 70.8 521 W 10&0 8W 1114 522 88.3 607 9.1 511 7&1 607 881 601 682 807 M. 607 711 488 63.0 6W 671 481 44.2 807 83.4 178 371 807 827 /74 3&1 807 82.7 474 Z LV ggg N 7261 811 b10 86.6 N3 80.0 610 73.0 b4 6&3 f0 Bf9 428 81.0 610 W.6 119 !SA 610 84.3 413 40.8 610 SAO 108 3l.0 610 418 !02 282 610 /!.4 S98 28.8 810 44.3 SAB N 78M 88:4 468 721 400 67.8 408 81.7 392 481 468 61.1 386 p.4 468 4&8 378 3&8 468 441 373 34.7 HB 411 388 2&8 458 .0 $� 24.8 468 8&0 by 21.7 !N ] 7861 842 436 WA 381 631 438 6&8 373 4&8 435 491 386 40.1 435 44.7 380 3&7 435 401 366 321 435 38.1 351 281 435 341 344 221 435 32.6 341 20.1 435 32.2 340 -= 902 41.8 327 43.1 280 34.8 327 364 2B5 29.9 327 3tA 280 28.1 327 28.3 275 232 327 25.7 271 20.0 327 23.7 268 17A 327 21.0 262 141 327 19.3 258 �t 882 314 287 361 MW2ML72P0.8 241 287 28.0 246 21.8287 23.1 214 1&1 2W 201 240 17.2 �/ 111.3 237 14.4 287 161 232 pr1081n 242 227 24.7 01 261 17.3 227 1&0 100 16.5 227 WO 196 tn111In 22.3 216 22.7 0.1 101 161 215 /8A 166 A N I. 184 171 1W 'TVr X Q y' TABLE 3B - ANCHOR CAPACITY ADJUSTMENT FORMULA: }� .. 3.8kco FEW CMU u•e1 (U-)X`ANCNOR =ANCHOR CAP.® d' &18'Etoo 174'86 Elco lY1S'Eloo v4.88 Efoo 010 Stent 61281881 ftM Steel neoha.tq efts'Eteouaffi n 3719'Etoo lA6som vc E2oUeteoe0AgF*G lot tlMMO A IW 81, ((o Soro6�(oR 8e (Gs) USE THIS FORMULA TO OBTAIN THE`ANCHOR t 2-trr r 3•v8° r 2-1rr r 2-i7r 2' 3.178' 2• 0.49• ow o.w CAPACITY REQUIRED'CORRESPONDING TO AN Ian• 134• JAWz 1-vr 1-v4• 1.1w VIM INV 1-v4• 2• law 1378" (a.Me 4) ACTUAL PRESSURE REQUIREMENT FOR THE4Wtes 160900 270169 280 29 Des ft the 6809n OPENING,WHEN R IS LOWER THAN THE MULLION 4Awhom I.lfrIll.ocretndnd co6MOp(Bg480Me 7Wft WA wA wA awue wA WA WA wA wA 65220 am:m tl2otee �AC�(FROMTHETABLE)OFTHESELECTED 4Af,ts4 7Lfto.a7(2)295A1®ror,O Iftreol6s 7wm ow an ism an lm Its 540 its 56D Me NA mme 9Betbe 00026 233400 65200 ewmn llMtee MULLION.IT WILL YIELD A MINIMUM ANCHOR 2.0136.0®&4lr M L O.0./U=R 005 AkM 67&41 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 7162e CAPACITY WHICH MAY BE USED TO QUALIFY P� 1 An66•/F401ft@81 79620 198fm 226Im 44611, B980n 135Rn 14090 17729 370 M1, 7d42e 33220 591 Bn 16320 2t0lbe 28090 ADDITIONAL ANCHOR OPTIONS FROM THE 2 At2hma 4J 1.16'Wa 0.0.72421p(wg.8j 27920 38020 WA WA WA WA 19000 WA WA WA WA WA 32612 42012 88029 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. PRODUCT RIVISED MCClytng vkithftFlotidaMav Code Aaeptmw NO ^^��-- �7 EJB FIGURE 2 • TABLE NOTES: cow rN r> "' ,4 s • . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. W Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11111 31171777 FIGURE 3: • • ••• • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ;�`�,Z,O��O(:HSE•/l`F��i% • •• • • • • ••• • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOREXACT DIMENSIONS,SEE SHEETS i8-20. 2.760' �: ''•,¢4 J •• • ••• •• • • ••• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE7318-20. `* No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE$HALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376, % O•.� (0) I 4! FIGURE 4: FIGURE S. • •iIpURE CONCRETE BLOCK UNIT(CMI)SHALL CONFORM TO ASTM C M WOOD SHALL BE PRESSURE-TREATED AT OF �/ •• • • • YELLOW SOU PINE WRH AN SG OF 0.65.ALUMINUM SHALL BE X83 T6 AND BE A MINIMIIA OF.12b' �� •• •• i • • • •'DHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE:.STRUCTURAL STEEL TO BEAT i'�T�s'' ��'.�G�`� • • • • • � pppT R�tCK AND 138.ALL ANCHOR8 INTO METAL SHALL El(TET1D AT t.Ep,9T 3 SCREW TFtliEAD3 BEYOND .;, 77i77ON ;J1 S�Q�(f.�L t�� ••• • A.LYNN MILER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4Ag Mullion Capsolly Table sill! Opening WWth(fw%wilcal"penriMmillom)orOpening Height(torhwbvtu*sepwftnWtore) «a' ¢ Goin 40 In Tom sora Som 1 10010 1 1 in t4om 18010 o 1X2.78% Re16nPAa Trwillme. TmWtAmg. Re5lmW W M WNanp. RedmV" Ti 0lan9• Redelgvtm Tree ldseg• ft Ts ffftre. lbou 7ft TmpJ1t(mi0. Realanalet TmWldarm. Nwtmwu TtaJ4ten9• a 1X2.7etn ueft 1•aeft Laa&ro LAeft Loed�m L-ft Lwft Luft L6aft Lwft L-ft Lwft Loa411p Leadny Lceft Loadg Loaft �Y• .650 Tube Mumon 1 11 fillI h I 1 11h I 1 11 1 1a 1 11 1 a a I a a I I I 00 4228 110.0 Om 170.11 435 170A TK 170.0 418 110.0 868 Imo 606 170.0 eW 170.0 810 17U 1118 170.0 621 110.0 1240 170.0 621 00A 1486 170.0 @t 16&7 Ism 110.0 621 13&8 ism 170.0 set 40 In 1740 708 170.0 524 170.0 860 t10A 584 110.0 m 170.0 890 ODA 1133 170.0 Bet 170.0 tM 770.0 017 170.0 1N7 170.0 880 141.7 1417 170.0 880 12(.6 1417 170.0 ON IM3 1417 170.0 s69 � � (3 5O.N In 170.0 747 170.0 683 170.0 8911 170.0 831 1704 104 170.0 064 170.0 1106 170.0 728 192.0 !188 170.0 741 148.3 1286 17MO 760 121.0 t288 170.0 � 104.8 12M 170.0 766 91A 1288 170.0 766 5410 170.0 M 170.0 012 170.0 868 170.0 ON 110.0 1118 170A 754 180.7 1130 170.0 283 133.0 1130 170.0 837 120.9 1130 17MO ON IOU 1130 170.0 861 68.1 1130 170.0 881 76.3 1130 me 061 �7m 6028 VU 888 170.0 701 148E 915 IOU 781 126E 015 IMA 748 IOU SO IOU TOO 07A 016 123.9 728 87.0 015 11&6 728 732 815 IMA 718 81.8 916 114A Tie 64.9 416 INA 716 1"' � U 6328 t61A 830 161A HO 128.0 830 iSU ON 108.6 890 032 Q$i 94.0 890 1122 870 84.4 890 104.0 882 TOO 830 90A 850 83.3 830 OLS 814 54.2 670 84.1 048 47.4 030 94.1 849 0h 182.1 767 /41X0 860 170.0 787 110.0 ON 767 I28A 024 826 767 0&1 014 73.4 781 8&1 008 6&0 167 842 OM 66.0 767 70.0 US 47.2 767 782 687 41.3 767 702 691 � 72 In 101.7 838 109.0 662 K8 610 91.0 010 72.7 830 6&1 590 83.8 WB 722 521 58.8 616 88.8 614 Me 676 82.3 ON 42A 838 67.2 time SU 690 W3 497 31.0 ON 952 497 76 In OU 571 00.4 408 721 571 70A 488 1 07.4 470 64.1 671 BOA 471 4&0 671 66.0 484 432 671 61.8 459 3&0 671 47.0 461 30.8 671 44.8 447 27.0 571 MA 448 7828 00.0 812 03.4 474V43.44OWT 70A 470 61.1 8R 821 458 60.0 642 M.7 440 44.4 642 $1.0 442 40.0 642 47.6 437 33.9 542 42.9 428 28A 642 10.8 dm 2GA 642 40.1 428 � o � � P $0m 82.1 401 63.7 381 4&1 36b 372 407 28.8 849 32.8 407 3" 30 28.0 407 32.1 336 20:0 407 296 334 217 400 28.1 307 1&0 407 241 322 1&3 407 230 314co 9828 42A 36844A 328872 314 3&7 36 92.{ 300 28.8 368 28:8 304 28.8 S98 28.1 300 21b 368 24.0 288 ITA S56 ZI.O � 15.3 3511 192 284tOBm 30.1 287 30A 286 2&0 281 21.5 283 22A 247 18.8 NO 10.9 214 i&7 283 18.0 240 15. 261 10.8 237 ttt m 21A 287 52 2&3 242 238 238 t9A 287 28.8 236 17.3 287 18.3 231 15.4 267 18.5 228to yImm 710 22822.3 289 1&8 228 10.7 229 182 282 U X 3 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: r �p AtlohorCe ¢ Table 0s) IY D' ANCHOR CAP.,,„, 3A ca F01W PTW040 Mall (OP-)X( )=ANCHOR CAP.., 10te FJ6o U4°88 Ebo 6N8't'bo Ve89 Eae Bt08tW H28tae1 H281ae1 MULLION Attdlot Clip Pe6ems Afww 8N4 Etoo Lamm ve Slw 1.09800!1 iv E Wie em t✓m v4'Mw URmcon A99 etd lROecae Ag•�emr eaew(c•J 9om8(tis)BOM•(OS USE THIS FORMULA TO OBTAIN THE ANCHOR E�mtanoe F xva r x-vr ave r 2-ur r xtrr a a1re' a ate• aa• 0.3x28^ CAPACITY REQUIRED'CORRESPONDING TO AN enm�•98¢ 10'r 1-vc isrc tare a 1-Ue t-tw 1-ve 1-tse 1-IAP 1-ve x tare' "M114, ACTUAL PRESSURERECAAREMENTFORTHE 2At8h•404.7e O.G stemama n11390 3928 450ae Mae 280 me MRS 468Iba roe lea meOPENING,WHEN IT IS LOWER THAN THE MULLION 4 AndMM 0 I.14 MIa 0.07sMe1md(mOODIC)X9M Meme 70088 WA WA WA WA 38098a WA WA WA 652 me CAPACITY(FROM THE TABLE)OF THE SELECTED 4 kftm 07 WL O.G!(2)215Ago CIO$l8'ig. 780 We 780th! Mae 1560 me 1896 me 5/0ae 660188 B300.e San ft 2364285 652me ML0.LION.IT WILL YIELD A MINIMUM ANCHOR 2Anmm00.4r 007UGlA9ftAam(Fly. WA WA WA WA WA WA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY IAmh•1F4Xpft }: 105PA 19808 278 me 445 ma 827288 35 R8 140 On Mae 234 R8 33208 591 as 183M8 210 me 280 ADDITIONAL ANCHOR OPTIONS FROM THE 2Aadwe01.14 .0/F•COpQ9g. 2/088 360 WA WA WA WA 198 asWA WA 111.0 30AIhe 4280.8 QBOme ANCHOR CAPACITY TABLE. 'RODUCTREVISUD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. � eomptytdg with Wo FlosWa `J CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. Bgdl Mo C capWato No FIGURE 1: FIGURE 2: TABLE NOTES: 1 000' ,j?0re 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 41v1Ti o l rdduot Cantro SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • ••2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \ 11(1 I I I17 41 FIGURE 3 • • • • • • • • • `�� QNY G • •• • • 80' • • • •• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 2.7 '��;•'�IGENSF''•;FAQ�� • • • ' • •HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-2(9. •.• • ••� •• • • •• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • =*�• 140.68705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • •�4 •• • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED At 's t3 �FIGURE 4: FIGURE 5 URE 6: LLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.78 AND BE A MINIMUM OF.128' TE F 4 • • • • • • STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT O ' •• •• • • •LE T.121? HICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76'X.S60•MULLION ........... • • • • • • • •• •THE MATERIAL. '7'SlollS�ONA)- • • • • • • ♦ A.LY44'm1l! WP.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE SA ® � Mullion Capacity Teb1e baht° OpenbigWidth(for umOca*sparrirgmuf9m)orOpeningHelgtM(for twimt*fsparringmom) 3s a sour Ho to 7010 0910 Mm Loom 12010 14010 ts910 Rwlen9aar TWOrgi 08. 17eot r 7188@1008. Reola9Oim Tmdldeng. RealmtgWer T"pRke ReOtetrgelm TVWTd". Reofatt3oler TMnionB• RectowAn Tiap?d M m TmpTdara 1attgalm TMOMMS n 1"x3.126"x LoaQltg LeaAng Looft Lwrt Loaft loa01p Lwft Lwd109 Lwals Loaat� Lw019 Lw t0 E-ft Lang I-ft 1.08010 Iw'9 us" lum Tube�'Mug � �• � � � � � � �' � � � � � � �' � � B Q � o 4210 17x0 070 1roA KiS 17x0 714 17x0 478 I70A 886 170.0 d08 170.0 BM 170.0 818 7roA 1110 170.0 621 170.0 1240 170.0 B21 770.0 1486 1roA 611 170.0 1735 170.0 621 tbl41807 1roA 52/ J � 4810 170.0 TOB 170.0 624 170.0 660 1710 884 170.0 892 170.0 030 170.0 1133 170.0 881 170.01276 170.0 877 170.0 1417 I7a0 = 167.7 1577 179.0 601 135.1 1577 170.0 860 118.2 7871 170.0 680 a (� 60.oze in 170.0 717 170.0 583 Iro.0 898 170.0 631 170.0 1046 170A 684 170.0 1196 1780 723 170.0 1345 170.0 747 170.0 1484 170.0 766 1417 1405 170.0 750 12t.5 1496 1780 758 708.3 1496 170.0 7611 111 �� U•' 6110 1789 797 1709 812 170.0 850 1780 011 170.0 1118 1roo 786 170.0 1278 170.0 803 180.1 1401 170.0 837 1493 1191 170.D 858 i24A 1101 170.0 881 108.8 1101 170.0 881 939 1101 170.0 8B1 M a go in 170.0 on 170A rot CMA IOM 17x0 797 1686 1158 110.0 We 13&7 1168 187.0 828 123.3 1158 168.6 917 111.0 1168 148.7 010 828 1158 MIA 803 79.3 1150 1443 903 89.4 1168 1443 903 � U 8310 170.0 930 170.0 74S 169.8 1018 1780 850 I37A 1018 165.6 800 119.8 1018 141.7 848 108.6 t049 132.0 838 01.0 1069 1286 B28 T8A 1049 118.3 820 88.5 1018 118.0 819 013 1049 1188 819 Z 8 8810 1883 086 170.07M INA 965 ZIA 601 1181 956 133.7 788 104.2 M f21A 776 929 055 112.6 786 034 956 1084 767 ODA M 89.8 749 WA 866 987 748 621 966 96.7 748 ED d 7210 12U 800 134.9 697 107.0 803 111.9 682 919 683 IWA 070 80.3 803 91.2 60 71A 883 839 649 642 803 789 SQ 53.6 803 722 832 45.9 803 690 = 49.1 803 88.7 627 7 N 78m 109.2 72t 114.1 01.0 721 07.0 818 784 721 85.1 We W11.4 78.6 595 00.7 721 70.1 586 64.8 721 %A 678 46.6 721 594 We 39.0 721 01.8 W 34.1 721 681 WS 7y 7810 101.0 ON tOSA SM 04.2 ON 084 587 72.2 ON 78.4 670 704 W 88.1 884 04A 838 50.8 884 MA Set 12.1 864 64.1 641 38.1 884 81.3 638 31.8 016 888 634 � Q 8010 018 8H 679 480 54.0 514 67.3 448 47.0 614 60.0 440 44A 433 38.6 614 40A 427 320 814 37.3 421 27.4 614 33.0 412 23.8 814 30.4 400 288 514 280 403 8810 643 460 63.7 104 45.2 !S2 pA 39B987 450 404 38038.4 3B4 391 482 32.9 378 271 462 303 373 228 460 289 98s 19.! 4S2 24.2 301 188 462 71.8 35e �login 981 387 36.9 322 31.7 367 32.7 317 27.2 367 28,4 312 26.2 308 21.1 367 227 303 iBA 367 209 209 164 367 180 2D3 13A 367 10.2 287 11.9 3s7 180 283 �11110 35.1 338 388 308 282 338 90.1 301 280 338 29.1 208 23.1 292 199 338 20.8 2M 17.6 338 189 284 14.6 338 183 278 12,5336 14.6 273 11.0 338 188 2MNy11010 74.7 201 013 201 23.1 201 23.7 201 18.6 2M 20.5 sM18.1 267 18.4 201 16.3 748 134 201 144 248 11.8 201 128 240 9.8 201 11.4 238 87 201 10.4 232 U X Q 0 U TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: a' Anahor Capaohy Table(Ibe) ANCHOR CAP.,,,„„ Carie: 2780w rae 3.63Cona m FNedWU FrWood Me101 ( _)X( }°ANCHOR CAP..,, I 61tr Bae U4.681700811rF.Ieo Ileac Ewo N06tee1 612MW 0128W MTA Ander CIp PaOams Amhar 3ltr EmoUtmoan U4•E'ko 1.101000 3118'Bw ldw0on W Ebo tiea0an USE THIS FORMULA TO OBTAIN THEANCHOR 1.0448000 ApgeBetor U0e0an Aggrat4etor S=W(tis)8aeA0(6R Smear(0.6) Edge Ctetenw t• 2-Ur 1• 244 1170• t• 2.11r 1• 2-ur r 34W r 840' 0.6P 0.324• CAPACITYRESURE REQUIREMENT CORRE F R H AN Embedmml8n 1541 144• t.W 1-3W z 144 I-1/@' t4A• 144 tdM i4w r 1.3x8• 1-318• pee00te4) ACTUAL ,WHEN ITS LWERTHAN ANFOR THE LION 270=-04.75 roa Is"ft ma roe 35469 749 4800e N4 PA 892 me 326 OPENING,(FROM T E TABLE) OF THE SELECTED 4 Andtm a ur 6tm.0.G/0faadmd Clp(R3. 4SOMs 70000 NIA WA WA WA SMI WA WA WA WA NIA S52 Me 0i00s 112011" CAPACRY(FROM THE TA MINIM THE SELECTED MULLION.IT WILL YIELD E USED M ANCHOR QUALIFY 4Arm6ae 4'gr761a.O.G/p)2a8Anye�IB9.31: 7010" 7010" MOa" 156009 1MBIba 60.08 5601b WA 760 me 8010" 880 w0. 23610e 0.2 D" 0401be 1120 me CAPACITY WHICH MAY BE USED TO QUALIFY 3 kWh=00.457 194.0AI UON Atmn. WA WA WA WA WA WA WA WA WA WA WA WA WA WA 074 mus ADDITIONAL ANCHOR OPTIONS FROM THE 1 Amdrar/F42p pqg. 1950" iM ms ?169" !!60" Mtlm 133 dm He Me ma" aro 0e 2341b9 S42Po8 0116" 16309 2100" 280@8 ANCHOR CAPACITY TABLE. RODL7CT RBY[SBD 2 Arohae Mt.tr l9n.O.GIF•C6p t<49• 2400e 96008 WA WA WA WA 19001e WA WA WA WA WA 52808 420 ma 6800" g0D8yptybigwitb the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CIDP. tog Code h1.�0'�I imtee No FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. weduct Comro SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. •• ••• • • • • • •• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 12 FIGURE 3 i ••i i i i i i 3. b• \`��ONV LYNN yf�� • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. ��•'VOENSLc'•��+'� Flo o •• ••� •• •• ••• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. P FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. * No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED air CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL BE PRESSURE-TREATED t4E,tv.- FIGURE 4: FIGURE 5: • •*VURE 6: •• • • •YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE SD83-T5 AND BE A MINIMUM OF.126" sTHICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT •• •• • • • (1•YFMULLX7M i FCORIOP'••• �` LEAST.12b'THICK AND 938.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '••.. , • • • • i i i • •i i $IE MATERIAL' �''�iq. ,.,.,.AL�' ••• • A.LViN MIL51E(i;P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• •• ••• • • • TABLE 8A Mullion Capacity Table 0be0) Opening Width(for%effles[sparringmUgons)orOpeningHeight(forhodzoltallyaperWngmWore) BON Bain "in W In 00In f001n 120 in 140In ISO[. R O 1hpRAens TmpRdang. RmNtgnlm TreN7den9. Reafatgtip TraplTda58. Reatengatp 8. WUpipller TreprtMag. Reole�guiar ftep/fdu@. Reelen•1ar T'eplllfeng. R alar TrepflXanB• 4 1 X4%.129 Wrift Loaft Lead" Loaft Loam I.aadn0 Loa•o0 LoaQNy Leafing Loadno Lusft Loaft Loaft Loaft Loadt L-ft LominB loaft �Y•'fi Alum.Tube 1 imulan 1IT 11111111 11 h I h 1 11 1 11 1 11 11111 111[ 11 u 1 1 it o Q 0 4214 170.0 870 170.0 458 Imo 1" Imo /7e 1m0 858 Imo eae 10.0 892 Imo 819 1M.0 1118 imo 821 tm0 1240 1m0 821 170.0 1488 170.0 621 14x.8 1489 170.0 621 1276 H58 1m0 621 48N 170.0 708 170.0 04 170.0 660 imo B84 Me 892 170.0 WO 170.0 1133 tm0 881 170.0 1278 imo 677 1863 1303 imo M 1303 1903 1709 BW 111.7 1303 170.0 880 07.7 Im 7m0 880 J soman Imo T/7 170.0 BW 170.0 898 Ina WI 170.0 1048 170.0 684 170.0 1198 1m0 723 166.1 1258 170.0 747 140.8 17.16 1m0 768 117.1 1235 170.0 788 100.4 1235 170.0 758 67.8 1234 170.0 768 44 In Me 787 imo 012 170.0 088 1m0 ON 170.0 1118 170.0 754 164.4 1188 Imo 803 137.2 1168 170.0 587 123.6 1158 170.0 858 158.8 1158 170.0 801 66.2 1188 imo 881 772 1158 170.0 861 m J 80 In 170.0 8W 170.0 701 188.7 1042 170.0 787 1428 1042 161.1 832 12.01 1042 14&7 are 1112 1582 138-8 801 100.0 1042 130.2 701 03.4 t042 125.1 758 71.5 1042 12&1 758 625 1042 128.1 758 6N 170.0 930 1709 745 151.2 002 16.6 818 12&8 082 144.4 700 113.4 092 131.0 782 1009 092 IVA 758 90.7 892 144.8 758 74.6 0M 108.4 746 84.8 882 10&0 744 8W7 882 10&4 744 58N 105.4 047 170.0 789 137.6 847 14&0 788 11&1 847 1303 758 1084 047 117.7 762 81.9 047 70&7 736 58.7 04T 102.2 727 88.9 947 GLI 713 $.1 047 04.0 711 61.7 847 84.0 711 z c TA 72N 196.9 848 142.7 737 1132 848 1219 M2 07.0 819 1089 758 84.0 849 88.4 698 789 869 0&7 600 67.8 619 82.7 876 589 846 76.3 868 48.8 049 72.4 862 42.6 869 72.4 861 g' Dw. 78 In 916.6 758 158.7 658 90.3 7M 108.8 858 02.6 742 80.0 858 722 782 809 828 842 782 742 820 67.8 787 582 613 40.1 7M 58.8 602 413 782 58.9 587 38.1 758 O&4 586 to 78 In 1068 724 111.4 584 899 721 01.8f3f 783 724 Me B09 609 M4 74.4 60 59.4 724 O&1 581 53.4 724 63/ 858 449 724 57.3 573 382 724 54.3 BW $34 724 589 558 � �' M 00N 58.6 643 71.8 489 4&0 613 00.7 40.7 00 Me 458 43.0 613 47.1 158 38.8 643 42.8 462 34.8 619 589 448 20.0 841 949 438 219 613 32.1 /90 21.7 643 30.7 458 06 In 673 478 We 458 47.0 476 48.7 40.9 478 432 412 38.8 478 38.6 406 319 478 34.8 408 2&7 478 32.0 36 23.6 418 2&1 386 209 470 2&6 358 179 478 242 378 N p p 108N 403 377 MA 34f 33.8 377 348 289 377 30.0 330 58.2 377 58.0 326 22.4 377 210 Mt 28.1 3" 0-0 317 Me 377 10.0 310 14A 377 17.1 301 to 111 N 37.1 357 379 323 308 387 31.8 289 587 279 313 242 358 254 309 209 581 72.0 308 18.6 367 20.1 301 114 3R 17./ 7B4 � x 120N 203 308 2U 218 216 308 211 21.0 588 21.7 270 1&3 308 1&2 587 16.3 300 17.3 258 X 3 N 144 In 1 17.0 212 1 172 198 1 1 1 ¢ Q 0 TABLE 88 Anchor as Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: Cap hY ( ) (DP)X/ANCHOR CAP.,,, ,ANCHOR CAP., su5ekete: 17k0morets am cow. HaumCtAU Mod CMU PTWbod mew MULLIONCAP.,,�, N18'Ebo Im as Hao Eric Eft iwas Ew HOBmd SU Bted H281ee1 And7orClIp Patlems Armor 9H8•ON UOacm 1/4 Hm U5eep1 utmeon 9778'Hw Upl9ean 1/4'eeo 165eaan Al�eht MatureAggresator Screel" ((M Screw(" CAPACITY THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUg4ED•CORRESPONDING TO AN Edge lxearoe Orij r 2-Ur r 2.112' 3.17s r 2-Ur 1• 2.1W r 3.178 r 0.4r O.W 0. ACTUAL PRESSURE REQUIREMENT FOR THE EmtmAnant(Nk 15H• 1441 I-W i-yr r t-tw 1414 1-tw MW 1-U4• t-tic r I-W 1578' (808-4) OPENING,WHEN iT IS LOWER THAN THE MULLION 2AnohOre Q4.76'Min.0.C.I b1m10•dUlpft 19: 390 m9 39009 450.9 B90mS 1044 me 270158 28009 964108 74o ms 458 ms 684 ms 1102ts S58ma 420159 -W2-m CAPACITY(FROM THE TABLE)OF THE SELECTED 4Andmm®22r Nb.O.C./SIeOd•d t71p f. 700 me 708me 580 m9 100ars 062 ms WA 680 ms WA BSO m9 WA 880ms WA 062ms man 1120159 MULLION.IT WILL YIELD A MINIMUM ANCHOR O Andmm®I.18 NN.O.C./8taaW OBp(Ftg. Mon 1400 me WA WA WA WA 180 m9 WA WA WA WA WA 1304 ms 1BBBm9 2310 me CAPACITY WHICH MAY BE USED TO QUALIFY 4AnatmtsOW111a.o.Gt(M2)amAngaMps(Rg. 7aom3 78006 900118 tM09 3298 We 64oms 560 Ica 75809 1484ms 9381t3 132811s 2364 Ws 65216a B4om9 t=ms ADDIriONALANCHOR OPTIONS FROM THE Batmrat6�s•emlOat(x)z76m{ea7ee� lttems norma 1010Ms 234008 584406 810 ms 34Ome WA 114oms 1404 1smm3 3MM Mars 126008 165803 ANCHORCAPACTIYTABLE omp1Uyyiinggwith dieF/edda 4A11dmte�0./6H91.O.R71F421p,1ate17SANm.Q1�7); WA WA WA WA WA WA WA WA WA WA WA NA WA WA 1492 ms Ba9dNda G•� 2A*M=@2.2V1ft0.C.7F 360156 960ga 200ma 70Bme 478 We WA 280 ma WA 315MS Oma 440 We Oma 826158 426 @s blame tj No4 Mom 431.18'MI&O.C./F-Op Z 480155 700I8B WA WA WA WA 380 me WA WA WA WA WA1A00�NOTE:FOR THE OFFSET CLIP,118E THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. aU Contra FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE S: TABLE NOTES: ttllllli//! • • • • • ••! i•• { • Ec 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. �� 1 ""2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AND10R OPENING WIDTHS IS ALLOWABLE. 4.000' it r •k %_ •• ••• •• • • • •• _ No.58705 _ 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 18-20.FIGURES SHOW Gl • • • • SUGGESTED,APPROXIMATE HOLE LOCATIONS. %�� (4 fS 13 lu • • • • i • • ••• •• • • TA I 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '128 '�� '•,FCORIOP.•' �` �• • •• •• •• • 0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CY00.WOOD SHALL BE PRESSURE-TREATED YELLOW i�THICK STEEL /"/,/ �ss ...��C7`�� ANGLE CLIP(FIGURES 688)MUST SE:SED N*AIRS. • • • • • •• • • STUDS TO BESOUTHERN iA MINIMUM GRADE 33 AND.04fr H SHALLNE WITH AN SG OF 0.55.ALUMINUM GAUGE).STRUCTURAL STEEL TO B13E W83�46 AND BE A MINIMUM E ATLENST.12V THICK VX 4'X.1 26"1 T 17758 A'Ajtt 7\,P.E.• • • ••• *00 AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION A.LYiJNr .#68 D P. FL P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • TABLE 7A • Mullion Capacity Table Ibaflt 5�1 opening Wldth(for ver6caUy-apemMg"Aons)orOpenlnBHelght(foThodmmeAy-aparrdngmeIDona) 60 in OO fn 701n 8010 BON 100 in 12010 14010 180 in 1X4%.378 1 T16�n& Raata�n3r TreplGiellg. Itm3tlgn-er Tmp/1dm19. aeo1a11g4ar llep(7dang. tleetef1810a1 Trep/Sliary. taeafa�atar hapfifianp• 174Wmgalaf 4epRdm61. Ro4langtdal TIe{V7Atm8• TrepJfdane. RSy$ ANM.Tube towev Loafing Looft LoadNe Loada9 Loaft Loaft Lo ft Loedtn9 Loedfn9 Loaft Loading 1.46M9 Loeft Lame 1-0 Laadtlg Load109 �Y • Mum.- � � lain INA 810 170.0 436 110.0 744 170.0 478 170.0 880 17x0 609 17x0 892 170.0 619 170.0 1118 170.0 621 170.0 late 170.0 621 170.0 1488 170.0 6221 170.0 1738 170.0 821 170.0 1083 170.0 621 4810 170.0 708 170.0 524 170.0 00 170.0 681 170.0 992 170.0 830 170.0 1133 170A 601 170.0 12M 170.0 877 170.0 1417 170.0 880 170.0 1700 170.0 � 170.0 1983 110.0 860 161.8 2024 170.0 880 BO=hk 170.0 747 170.0 We 170.0 M 170.0 63t 170.0 I048 17x0 084 170.0 1103 170.0 723 170.0 1345 170.0 747 170.0 14% 170.0 768 170.0 1790 170.0 166 168.0 1910 1MO 769 130.0 1819 170.0 81 fn t7a0 797 170.0 612 170.0 968 170.0 891 t70.0 lite 170.0 761 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 See 1u.0 I769 170.0 BBI 137.1 1789 170.0 881 120.0 1788 170A 8B1 � C� a 60 In 170.0 883 170.0 701 170.0 1063 t70.0 797 170.0 1240 MO 878 170.0 1417 170.0 844 170.0 1694 170.0 ON 103.5 1819 170.0 1033 11.08 1818 f70.0 1063 Itt.0 1819 170.0 100 87.2 1819 170.0 1063 631n 17x0 830 170.0 740 170.0 1118 170.0 660 170.0 1362 t70.0 640 170.0 1488 170.0 1018 160.7 1842 170.0 1078 141.0 1612 170.0 1122 117.6 1501 tab 110 100.7 1542 1879 1157 88.1 1842 1117.0 1167 6601 170.0 074 17MO 789 170.0 1158 170.0 903 170.0 1364 170.0 1002 160.8 1472 170.0 1088 1420 1472 We 1148 128.6 1472 Me 1130 107.1 1472 147.8 1108 919 1472 146.0 1104 80.3 1472 146.0 1101 z gggg.... 721n 170.0 1083 170.0 678 1709 1178 170.0 tOW 1609 1320 IBa2 1101 1320 1920 148.8 1082 117.3 1320 1379 1088 IM6 1320 128.8 1049 88.0 1320 117.0 1024 76.4 13� 112,8 1013 8&0 1320 11x.6 1012 a u4 781H 170.0 1122 170.0 697 1486 1184 188.4 1013 tabs 1184 1319 W4 1122 1184 1�.7 978 88.7 1186 116.3 e04 e9.8 1184 107.8 962 74.8 1184 011e 9� 84.1 1184 911 927 80.1 1184 �3 9� (A ¢M 70 In 160.1 1124 t70.0 1187 138.4 1124 417.0 965 118.8 1124 120.9 047 WU 1124 10.9 831 82.3 1124 1082 918 810 1124 90.6 806 69.2 1124 69.0 890 69.3 1124 84.3 8111 81.9 1124 812 878 9012 108.1 BN 1112 760 90.1 BH 04.3 738 77.2 814 821 724 BPA 7144 713 712 80.1 814 88.5 702 54.0 844 81.4 693 45.0 844 54.2 878 386 844 60.0 898 33.8 844 47.7 062 99 in 89.1 742 912 588 74.2 740. 772 85263.8 742 072 841 05.7 742 0.8 631 492 742 01.1 822 44.0 742 49.6 514 37.1 742 432 800 31.8 742 318 880 27.8 742 37.8 684 10810 818 See 839 530 621 566 63.8 52t 44.7 SSB 48.8 613 39.1 686 4iA SOS 312 688 37.3 498 31.3 588 342 492 ae.t 588 206 481 223 085 20A 472 tall 686 24.7 488 N M 11110 W.0 868 88.8 603 40.0 685 49.6 405 112 05 429 487 30.0 w 38.0 480 3" 88b 342 173 20.8 SSS 112 467 24.0 12.4 27.1 487 20.8 !06 2L3 418 'id0 653 224 K2 x y� 12010 46.8 476 45.4 439 36.0 176 30.0 4� 320 476 317 420 216 476 2&8 414 26.3 476 28.0 108 218 176 243 401 10.0 478 21.1 393 16.3 476 10.7 387 10.3 !76 172 381 V x Q > O 1441n 28.4 330 29.7 312 222 224 301 fag 930 18.3 267 182 830 17.0 263 a (opt TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: 41 MdwCapsely Table(Iles) �)X(ANCHOR CAP.,o�, ANCHOR CAP.- 2. Ca1M16 32Xtktro. CMU Fm4ecNu TWwd 7.00.181 `MULUONG4P.,,,,,m.)6 WtV ElftOr 88 Euro Efts•Emo 114•e9 EI06 91081eU Ha 8ted n2!t� USE THIS FORMULA TO OBTAIN THE ANCHOR Andix Clip Paps An"14Pa 8118'Eko 4110.0411 111 I3ao IA7aoon ITAM 3118'Efoo VIM" IW E706 tAtrea911 ALW Udncatt (�screw g CAPACITY REQUIRED'CORRESPONDING TO AN Edv Q41•%e 1' 2-t!r I. 2-tw 3-tv I. 24W Y 2-Ur r 3.118• r 0.16 0.64' 0.32{' ACTUAL PRESSURE REQUIREMENT FOR THE Enbodu3N 60 134• t3N- 1312• 131{• r 1-Iw t-U4- 1-U4- t-U4' 14t4- 1-UI• r t-w 1412 (abs MM4 OPENING,WHEN IT IS LOWER THAN THE MULLION 2AMIAMQ4.76'Mh O.Q/IOaidmd l$p(flg.tac'q 3802s 39oms 16029 Moes 181226 27021 360Lbs xt roa 740123 te63s se43s if6229 SIM 42028 26 CNPACITY(FROM THE TABLE)OF THE SELECTED 4An*nC22Vk*LOA11aacWCUpft 78038 7M39 Mas 1H02s OM39 WA 68029 WA 83008 WA 880@3 WA 12228 MRS 112006 MULLION.IT WILL YIELD AMINIMUM ANCHOR 8And=0I.1B'D3LOA/81�CdCUP(FtO. 86008 140038 WA WA WA WA 78009 WA WA WA WA 130401 156009 2240123 CAPACITY WHICH MAY BE USED TO QUALIFY 4 MCI=08`MN.0.Q 1 CA 2d4An&CPft Bj 78006 78001 36093 178001 328803 64001 680Its 70806 148003 WSM I=b6 23H M3 Ma38 81001 132001 ADDITIONAL ANCHOR OPTIONS FROM THE 8A9d1a8®8'NDLO.Qf W2d6AQ&Cff9ft 117029 1170166 1020168 234003 28440q 81061s &GIDS WA 1110113 '6 23 132006 351801 078 t13 126000. Imus ANCHOR CAPACITY TABLE. RODI1Cf ItBV[SBD 4 A1rct•1B�OA6 RQ/l{C6A mM 1t8'AWa(R6 WA WA WA WA WA WA NA WA WA WA WA WA WA WA 143209 mooMply�gwLW UloMartde uldin8 code 2MO}ble�2.36'NBL O.QIF•dlp LRla 33638 36006 29029 70826 476ID8 WA 280bs NA 315WO CDO 44026 093 628123 42028 7180112 captw=No 5.05 4Andm4n�1.1G fella 4Qf 46036 70023 NA WA WA WA 380 WA WA WA WA WA 86'126 84028 112026 1.Ofr1' 1.000' �° T4s NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. m DR uct Conlro FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S: FIGURE S: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION 1 I • • • • • •• • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \ f • •• �• � • \�.�pNV LYNN •• • •• • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -.`�'��:•' \CENSE'`�F.�''� • ••• • • �: • • ••M • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 4' ti * No.58705 ' SHEETS 18.20.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE 6: FIGURE 8 FIGURE 7: SHOWN ON SHEETS 18.20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ �(UIWDAIPS. 4)SUBSTRATES.CONCRETE SHALL.CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.86.ALUMINUM SHALL BE37li 6083-T6 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANO.04W J 'S`S/ONN-ANGLE IX.IP(FIGURES b88j MUST • • • •• • • THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS 1-X 4-X.376• t 1•X 4'X.375' A.L(•(MWLCEA1 P.E. • • ••• • INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. T-MULLION MULLION FL P.E.#68706 ••• • • • • ••• • 9% • • •• 00 TABLE 8A � Mullion Capacity Table >k Opening Width(forverdcadyspwn6 rMAD-)orOpciting Helght(forfWW milli-) #¢ 601" BON To In Sot. sot. 100611 12010 teat. team �jffi 1.25"1t 1t 0. • 7Cep4aIa118• r Twprrdan9. taomnp_ Tmp77Qm Re"Conoco T Loadinnp. 17e�npubr 7tapJNeng. I Treptittang. ReotalBtOm 7rnpllllatg• 14eo�9.der TraMdaim• q 3.1118"It Loedt• L6fg 1.02" t9 Lmdng L-ft L Loadrtp Loedtm LoadO Loading L03d"0 L=dr4 twang Laadne Loafing Loadn9 Laadtq LoadmO "Alum Tube MuII gg a a zrrn 42 In 170.0 810 170.0 496 170.0 744 17&0 478 1709 BBB 170.0 608 17&0 882 170.0 We 170,0 1118 I= all 170.0 1240 Me 621 17&0 1488 170.0 591 1170.0 1736 170.0 521 1151.8 1789 1170.0 621 9JJ 48 In 170.0 708 170.0 6M 170.0 859 170.05a4 170.0 892 170.0 840 170.0 1133 110.0 881 170.0 1276 IMO 877 170.0 1417 170.0 8B0 15CO ISO 170.0 880 132.7 150 170.0 See 1t8.1 INS 170.0 880 "" Seim N 170.0 1 747 170.0 583 170.0 888 170.0 831 1709 1018 fine ON 170.0 118s 170.0 723 170.0 130 170.0 741 167.0 We 170.0 768 139.2 1488 170.0 768 119.3 1468 170.0 780 104.4 1468 170.0 788 W c LL 661" 170.0M 170.0 612 17&0 058 1740 891 170.0 1118 TT0.0 784 170.0 1276 17x0 80:3 163.1 1578 170.0 837 148.8 1378 170.0 866 122.3 1378 170.0 801 104.8 1378 170.0 881 9f.7 1378 170.0 861 ID N d J 60 In 170.0 605 170.0 701 170.0 1063 1740 797[47.1 1168 170.0 878 138.0 1188 187.4 930 123.8 1188 1889 Ole 1113 1188 150.0 012 02.7 1168 144.8 806 7&4 1188 1449 905 WO 1108 144.8 800 H W V 03 In 1740 930 170.0r45? 180.1 feel 1740 Boo 1051 IN.0 882 1241 1051 442.0 848 10.7 1051 1323 8S7 0&1 1031 126.7 B30 80.1 1051 118.6 Bn2 889 1051 168.1 826 80.0 1051 11[1.1 821 ,� W 88 In IVA 07 170.0 f393 057 1619 056 957 1349 790 104.4 057 1213 777 829 057 112.e 787 83.8 off 106.8 705 899 857 100.0760 05.7 067 98.8 748 623 057 98.9 74B Z Taco 12&7 804 1363 1473 804 102 684 804 101.3 671 05.4 804 91A 680N3W 84.1 860 64.4 U4 78.9 60 63.8 804 723 On 46.0 604 W9 60 403 BD4 899 828 5..., � 7805 109.4 722 114.4 913 722 07.2 618 777 053 608 6&4 722 78.7 058 Me NB 64.7 722 66.6 NO 469 771 age we 59.1 722 05.7 S42 722 683 6B4 JQ= T8N 101,2 058 106.8 813 886 89.8 605 805 78.6 677 83.3 886 700 bN 84.6 NO 648 886 80.1 663 423 805 643 613 053 056 StA 837 57.8 BN 647 638 ppp�111 0 N 059 615 46.0 649 518 879 448 616 60.1 "1 41.2 616 44.7 434 40.6 428 3&0 615 37.4 422 27.5 616 33.1 413 239 616 05.6 407 209 515 20.1 406 x 9805 542 453 059 447 463 405 47.1 397 3&8 453 41.0 381 339 453 38.4 305 33.0 378 27.2 405 30.4 374 22.6 405 28.6 305 19.4 433 24.3 380 479 453 22.0 305 0 0 10505 38.1 368 39.0 823 81.6 305 328 318 273 305 28.4 A313239 050 053 308 227 304 19.1 305 20.6 300 15.6 305 1&0 283 ry) C7 111m 55.1 338 36.8 306 293 338 50.1 301 2&1 330 28.1 22.0 338 243 293 20.9 205 17.0 338 1&1 285 2N12005 279 Me 2&3 264 233 280 23.8 280 199 280 248 t7A 280 183 253 1&4 249 U N Q 1441. W 201 1&3 148 a 0 0 TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA: of ,W alsuma Ancho3.r Capacity Table Obs) New )X/ANCHOR CAP.,p•"„}=ANCHOR CAP. 0516'Mw Ur 88 eko 6449'Qoo 164"88 Mm 006tad #12 Stand 9 28ted MULLION CAP.,,"•„,,, AmbarTYpC ane°Elm tBtrmm ur qao t8paoon 3116'Eko uIrsaen u4•EICO ulfamn USE THIS FORMULA TO OBTAIN THE ANCHOR And1OrCApPatients 160aom Ageteantor 181mm 1ggracsmr eaewta66 SCM(G5)Somw(GM F.tl001;ttnm ptl r aur r 2•ur 3-IN r 2.112" r aur r 3•VB' 2 449' OLW 4324• CAPACITY REQUIRED'CORRESPONDING TO AN embedn at 14W law• faw• lair r 1.114• 1414^ t u4• 1-tr4• 1-v2"^ I-W r tater tare (eee nate e) ACTUAL PRESSURE REQUIREMENT FOR THE a Arsbm 0478'x o.Q J 8tandm6 tip 1 0s 405 ba 690188 me 7 tea 405Its 1 Os 420 m5 NO OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anoh=01.1W Uft CLQ J 8lMret•p ff�a 4006 700180 NA WA WA WA 380 Re WA WA WA WA WA 052.8 840 ns 1120n. CAPACITY(FROM THE TABLE)OF THE SELECTED 4A"Nge®3'610.O.C./t!(248Angie Cepa ft. 780108 Mile 680 PA 160 Its 180108 54OWD 50Poa WA 7611 It's 939 Re 8606s 23M as 66266 SW Is 1120me MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anehae®446'raw o.Q IlF31fA Nto 112"'Atom.4gg WA WA WA WA WA WA WA WA WA WA WA WA WA wA 1432 as CAPACITY WHICH MAY BE USED TO QUALIFY tAnol•rJFC6p09967 19610.0 f050s 225 me 445ISe 822 roe 13610.0 t408s mos 370 be 23405 052 roe Of no 180102" atone 2010.0 ADDMONALANCHOR0.8710053FROMTFC ANCHOR CAPACITY TABLE. PRODUC7'lU3VISHD 2 Anehae 01.78'6WL QQ J F43l,Fa Bj 240182" 900e, WA WA WA WA 10 iho WA WA WA WA WA 329 IM 4201".0 050 @s as WraplYl"aw64h tlw Rwida j NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. W No 115.OS FIGURE 1: FIGURE 2: TABLE NOTES: F•--1.2�"-y S D�1te [" • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION A P ro ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11 f i I 1161 J •• ••• • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. • • � aNY • FIGURE 3: • • • • : • 3.186' : ��'' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �.•' • •• • • 009s: ;NdCLgT g SHEETS 18-20.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • •• •• 6E MEED SHOWN ON SHEETS 18.20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 286 No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - * � GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL FIGURE 4: FIGURE 6 • • 1 URE 8 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE T :��:� ST � • • • • • • 6063•T6 AND BE A MINIMUM OF.126•THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND �i'� '•.,�(OR10P. •('jam�� •• • • • • • 046•THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A38.ALL 126•(13.188'X LL MULLION s ....... • • • • • • •• i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-tta'vF MULLION) ��i � • • • • s • • • A.LYNtS�dlLlten`P.E. • • • ••• • FL P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A Mullion Cepacffy Table b O1g(3 OpeMg Width(for verkca*sparving md6ons)or Opening HM(ror "news) te m eo Mtn GO In Toto go toom t2om 140 in 19070 Reofengfmt U6WTdmm. Reot4 GUW 48WMW4 RmWnWA r Tref 11f o R4at4nBdm TWRbng• RWanWW TreMami9• TtwTdm Rec TWRWrO• Realermdnr TWIli n& Reotan9dw 7r�W-0. O 2x4x.26 L08ft tooft Loadtm Loa" Loaft Lo"m Loading L_ne Loading Losdn9 I"** Ling Lomam Loefim Loubm Loft Loe•ng L=ft Ilia. Alum Tubemullion t!^ �. Y• o o a z � Q 4270 170.01 820 170.0 433 170A TO 170.0 478 170-0 688 170.0 Me 17041 992 117&0 619 170.01 Iiia I 170.0 521 170.0 1240 170.0 M 170.0 1488 170.0 621 170.0 1736 170.0 521 170.0 ISM 170.0 1 521 � 4670 trao 708 170.0 04 178.0 660 170.0 Sao t7&0 982 170.0 630 170.0 1133 Irak 881 170.0 1276 170.0 877 170.0 1417 170.0 680 Irak 1700 1 980 170.0 1883 170.0 680 170.0 1187' ira0 680 7 80.82670 MO 7N I70A AM 1704 898 170.0 631 170.0 1018 170.0 884 170.0 1196 170.0 723 170.0 1 1545 170.0 747 170.01 1484 170.0 768 170.0 1793 170.0 768 170.0 2082 170.0 768 Vail 2391 170.0 788 � � 0 6870 170.0 787 170.0 812 170.0 968 170.0 601 170.0 1118 Irak 764 170.0 1278 tra0 903 VU 1434 170.0 837 170.01 Well 17&0 868 170.0 1913 170.0 881 170.0 2231 170.0 801 170.0 7000 170.0 801 m Som 170.0 888 170.0 701 170.0 1063 170.0 7W 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1684 170.0 888 170.0 1771 170-0 IW3 170.0 2170 170.0 IM 170.0 2478 170.0 100 180.0 ISM 170.0 ISM 6370 170.0 930 170.0 745 170.0 1118 17&0 860 170.0 13M 17&0 940 170.0 1469 170.0 1016 170.0 1818 170.0 1078 170.0 1669 170.0 III& Vag 2MI 170.0 Iiia 188.7 1 2683 170.0 1171 1469 2663 17&0 II'M V 8870 17&0 974 1 170.0 788 110.0 1198 17&0 70. BW 10 1394 170.0 1W2 170.0 1670 Ilea Ism 17&0 1763 170.0 1156 170.0 1848 170.0 1210 M.O.23M 170.0 1275 151.9 2437 170.0 1286 1329 2437 170.0 12BB 7270 170.0 10(17 170.0 878 1740 12x6 170.0 1009 170.0 1488 170.0 1128 170.0 1700 Irak 1218 170.0 1813 170.0 1316 170.0 2126 170.0 13W 1469 2186 170.0 1188 124.8 2184 170.0 ib29 10&2 2184 170.0 1690 7870 me I 1121 170.0 W7 170.0 1348 170.0 1060 1T0.0 1870 170.0 1209 170.0 1784 170.0 1322 188.1 1880 170.0 1421 1469 1960 170.0 I= 123.8 1980 1619 1618 106.1 1880 164-0 15M 929 1960 1827 1631 7870 170.0 1151 170.0 887 like 1381 170.0 1118 1702 1611 170.0 1260 170.0 1842 170.0 1369 1627 1881 170.0 1N4 197.4 1881 183.1 1600 114.0 1881 147.3 1473 883 18111 1389 1469 869 1881 137.6 1464 y R M 9070 170.0 1328 170.0 1144 149.1 1398 16&0 12W 127.0 1988 011.0 1198 111.6 1998 121.3 1179 09.4 1388 110.2 1162 89.8 INS 101.8 1147 74.6 1398 69.0 1122 83.9 1398 82.7 1108 Me 1398 78.0 1098 9670 147.4 1129 1619 t098 1729 1129 IVA 1079 106.3 1229 1112 1061 1270 We 1044 819 1229 899 1028 79.7 1229 82A 1018 81.4 1219 722 880 60.7 1218 852 977 48.1 1228 02.1 067 10870 10&0 871 106.8 877 86.3 W1 89.0 662 742 971 77.2 849 64.7 W1 88A 837 572 W1 81.8 826 61.8 W1 56A 815 43.1 Wf 40.0 780 37.0 W1 44.0 702 32.4 871 40.8 771 fA N O O 111 m 05.4 819 WA w rah 919 819 818 e&1 910 lag 800 9 822 784 650 918 68.7 784 47.7 018 519 774 30.7 918 44.8 768 94.1 819 403 742 29.8 019 97.1 732 N X Y Y 120- 762 788 789 718 828 We 842 706 63.8 788 66.8 886 N1 786 48.4 886 41.9 788 442 W7 37.7 788 402 896 31.8 7811 34.9 863 27.0 788 91.0 941 13.8 788 2&4 831 't 'SL+ 14470 49.7 648 442 604 3&4 US 37.0 498 312 648 31.8 491 27.3 886 283 405 24.3 618 2S3 479 2t.0 640 21.8 474 18.2 646 192 484 18.8 648 173 491 13.7 618 16.6 418 Q 1V = 0 TABLE OB ANCHOR CAPACITY ADJUSTMENT FORMULA: p G k�(D� AnchorCepaoltp Table(lbs) ANCHOR CAP.„ d''I= wta alk 3Ak0aro. tia0w7Cb1u t91kdC4ai f+r NYaI (D�)X C �,=ANCHOR CAP.,, � � 918'Emo liras®a0NtCEoo ur•SEfoe SIOMd 04280em •1281ee1 MORMULATP.,,,, Andes Clip Pabwo ON Anchor . 9118'ebo ir@moen IM BSoo Doan 3118'Efoo Uumm t/r(Hoo txbeom USE THIS FORMULA TO OBTAIN THE ANCHOR i9treom At3+� L .09900.0170 Som(GO)8) (�070.0(06) CAPACITY REQUIRED'CORRESPONDING TO AN Edge Demrm00nT r 2-11l r 2.112' &U8' r atrr t• 2.1rP z 3-f!C z a.4e• oA4' a3Zr ACTUAL PRESSURE REQUIREMENT FORTHE embodrmit > I.3/r 1.9/4 13/r Carr 2 t-174• 1-u4' 1-1r 1-t/4• Mw 1-yr 2' 1-3w 1108 (eaetmm4l OPENING.WHEN IT IS LOWER THAN THE MULLION 2Andm@4.79*WLaQ/ un 99•ior IW PA We 890 IS44160 270ft 740M m 1142160 Sag fee CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ammn QZW t20.0.0.1ap ft 4 740700 7WDe 830 em 148500 142400 WA 560 On WA 886@0 WA sWOn WA man BW roe home MULLION.IT WILL YIELD A MINIMUM ANCHOR 6Amcbm®tat•Wn.0.Q Ilfp 840 066 M 7M M e 1048160 WA WA 705160 WA 799160 WA WA WA M W9 12WW 1670.0 CAPACITY WHICH MAY BE l�fD TO QUALIFY 4 Amlmn a 7 ML 0.4/CA 2tpe(RB• 740Ib age% 1880160 180800 a�0700 WA 780@0 098fb0 BW On 230610 66200 610ros 1120An ADDITIONAL ANCHOR OPTIONS FROM THE BAmdmre®C 000.QQ1(2)8pe 090- 117CMe 11701b0 Imon 2340Ib0 2844170 BWne WA 1i401b0 1406@0 i32D 9818 roe WBtbs 1289160 1880 ANCHOR CAPACITY TABLE. 3Aaahore®1.3 WA 0.0.1 LLQip mm It 702 WA WA WA WA WA WA WA WA WA WA WA WA WA 4 RODUCTSAnchm0 WNm.0.QIUQip,hmfftg. NA WA WA WA WA WA WA WA WA tpA WA WA WA WA 21 00 dtlho30 Code 2Amhare®RAC N7nOy(Rp. 5709n 970@e 3/8160 7k1700 712160 WA 280700 WA 3481he WA 4W Bn WA 328pn 4200» 1.00p(Flg. 39Daa 390 me 3W 700 780 me 9480n 2701bs 2800,0 WA 380 me 4989n 440760 1182@0 326f60 472 Poe 5mme ooepteutooNO CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2,000• u0.0onir6 • • • • • • • TABLE NOTES: 111111111//1] Illy • •• • • 4)SEEffET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR • • • • • • �ENiIRAL INSTALLATION METHODS. ` N.,•......,0.(F • •• a •• • �\CENSF'•.,.)1 ii FIGURE B: FIGU QI 9.46� • Q�: ••• •• • •• • • •i)LINRAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 2b0' 4.000' *' No.58705 • • • • �J)fvR)1I.ION 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. STA E I FIGURE7* FIGURE 8: FIGURE! a FlGUR IT "GLE gLft •4?SUBSTIIATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT %�'O�'.FLORID?;.•'��: Em • U A •(FORM TO ASTM C 90.WOOD SHALL BE THICK STEEL STUD YELLOW MINIMUM RADPINE WITH AN S43 OF HICK. � S ' " �e BEt1SBD • q) BE 801)376 AND BE A MINIMUM OF.126'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045'THICK(18 rXa•X 26'MULLION• • •'�(itEAp�BEYOND hIE MATERIAL.E AT LEAST.12b'THICK AND 236.ALL ANCHORS(NTO MLTAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MILy.ER,P.E. FL P.E.#58705 ••• • • • • ••• • Is • •00 0 - TABLE 10A Murton Capony Table ObsM gWidth(for%wka*spam*VmU6oro)orOpentngHeight(for hwtza#apysp•SMiIlmu0 m) to 801n win 70111 3018 99in 100 in 110h1 140111 Min Reot•19der Trepf6ten0• RmmMdalm TrepRAmg. Itmtml9 Tteptitlml9. R Te1p/rAen9. Rmie41g6er T1t8d10e11g• ROatmlgulaz T18plTdalq. Tn7pRderg. ROotanBWer Tlep/rden9• RNWWIr IMPITden 4 2 I 8It 18 Loaft Lead+• Leafing Loaft Loaft Loaft Lmdag Lowing Laeft Looft Leafing Lead11g Loaft Lo•dnp Leaft Loaft Leafing L4ad1• �Y Alurn.Tube 42111 Me 820 170.0 C•1170.0 744 Me 478 1170.0 888 170.0 808 Inc 892 170.0 619 1170.0 1118 I 170.0 621 I 170.0 me 170.01 621 Me 1488 Me 6'21 170.0 1730 17x0 I 621 17xe 1983 170.0 621 � 49 in 170.0 708 Me 826 170.0 &SO IRLO 694 1170.0 980 170.0 830 170.0 1133 170.0 881 1 170.0 1276 170.0 877 170.0 1417 170.0 800 170.0 17M Me 00 1170.0 1883 17x0 I 830 17x0 22W 170.0 880 7 60.82601 170A 747 1700 883 170.0 898 170.0 831 1701 1018 Me 804 170.0 1199 170.0 723 170.0 1345 170.0 747 170.0 1194 110.0 788 170.0 1793 170.0 768 1700 '1099 1700 788 TTO.O 2391 170.0 768 U.1 � LL 54 In Me 7W 170.0 612 170.0 858 170.0 881 1700 1118 170.0 704 17x0 17x8 170.0 893 1700 1434 ST00 837 170.0 1384 170.0 898 Me 1813 170.0 681 Me 2231 110.0 Sal 17aa ame 170.0 881 � co� n• 6o in 170.0 695 170.0 MI 170.0 1083 170.0 797 170.0 1210 170.0 8T9 IMO 1417 Me 044 170.0 15% 170.0 808 170.0 1711 170.0 1033 170.0 2128 170.0 1083 170.0 2479 170.0 1083 170-0 ?,823 Me 1083 63 In 170.0 930 170.0 745 170A 1116 170.0 = USA 1802 170.0 990 170.0 1486 t70.0 1015 170.0 7873 114A 1078 170.0 1839 110.0 1122 1700 2231 1701 1169 170.0 2903 170A 1171 Me 2176 170.0 1171 � O1 {T� NIn 170.0 304 170.0 789 1700 1169 170.0 SM Me 1364 170.0 1002 170.0 1538 1700 1066 170.0 1753 170A 1155 170.0 1918 170.0 1210 17xe 248 170.0 1276 170.0 7727 130.0 1238 1700 3117 1".0 1238 Z r� 7230 170.0 1087 1700 WB 1700 1276 ITOA 1009 170.0 1489 170.0 1128 170.0 1700 170.0 1� 470.0 1813 170.0 1316 170.0 2178 190.0 1930 1740 2330 170.0 1189 770.0 1876 1700 1309 170.0 3400 770.0 1390 W 11 7819 MO 1122 Me 837 IRIA 1348 170.0 1030 170.0 IWO 170.0 1200 170.0 1784 17x0 1322 170.0 2019 17x0 1421 170.0 2243 170.0 t50S 170.0 2822 170.0 1829 110.0 3140 170.0 1884 170.0 3888 /70.0 1703 7881 170.0 1151 170.0 057 170.0 1981 170.0 7118 170.0 1811 170.0 1250 170.0 18{2 170.0 1 170.0 2272 1740 1474 770.0 2318 170.0 1684 170.0 TJ30 170.0 1700 170.0 3223 1740 4777 170.0 3807 170.0 1798co -J d 00 In IMC 1328 170.0 1144 170.0 1694 170.0 1226 IMO 1859 170.0 1498 170.0 2125 Me 1863 Me 22391 1700 1793 170.0 2808 1700 1919 170.0 3188 170.0 2125 166.0 3413 170.0 2273 139.6 3413 170.0 2381 � 9923 170.0 1417 170.0 1132 170.0 1730 170.0 1434 Me 1989 170.0 VW 170.0 2287 170.0 1704 1700 2830 170.0 1� 170.0 2833 170.0 2305 180.0 3199 1700 2W INA 3109 IWO 2470 1240 3199 168.1 2418 N � 108 In 170.0 1584 1700 1409 170.0 1918 170.0 IW 1740 7231 /701 1810 1700 2650 170.0 2078 t84.8 2781 170.0 2771 148.3 2781 101.0 2333 1788 2781 140.4 2201 1054 2781 12U 1234 929 7781 1140 2190 � C4 liffn 1700 1838 170.0 1454 Me 1088 Me IM 170.0 2280 170.0 1832 170.0 2221 170.0 2149 161.8 ?032 102.3 2248 136.8 2832 1484 2218 1138 26V 128A 2168 308 2832 1141 2128 aSA 2412 tOd3 2088 � x N `2 120 In 170- 1171 179.0 UNS Me 2125 170.0 1859 16x1 71SL 1688 1981 133.1 7262 141.4 1064 12x1 2222 127.2 1838 10&1 7232 116.1 1911 00.1 2230 09.8 1871 771 2252 868 1308 308 1757 81.4 1808 Q N Q O 14461 12&1 1418{ 1288 U46 101.3 1684 109.1 14'25 8&! 1864 818 1430 78.2 1504 80.7 1300 Mb 1666 723 1373 30.6 1884 85.7 1359 30.1 1684 59.0 1990 447 1684 •18.2 13D5 39.1 1884 18.4 1283 SSS TABLE 108 ANCHOR CAPACITY AD.RISTMSNT FORMULA: au6aUetm zlxcarree AnoIsk0hor C oHyTable(ibe) bs u FKedC?MJ FTwoo4 Bedww (D_)XIANCHORCAP.,o,,,a,�-ANCHORCAP.- tvt6'E100 yr 66 Elm 6116.19011 SAr 96 rdco 61118W 912 01281e 1 MULLODro CAP.p„0., A110hor ClIp Palem9 AnaMrry 3/18 He11 U8rac11n Sur EMoUn 811111 3716'Bloc LOU- v0.^Hoo Wtwao9 USE THIS FORMULA TO OBTAIN THE"ANCHOR lf9rem11 A9918Geta tl01ma1 Aggrafielot 9aeal(t67 Saew(OS)eere•(081 Eage ObWM(Ink r 2.vr r 24W 3-v6' r 2.1/r r 2.112 r 3116 r ade 096 a3xr CAPAGTY REQUIRED'CORRESPONDING TO AN tau68amma 1.9/18 i tato 1-vd• I.1w 1-v4• 1-v0.• 1-1/4• 1AW r I-w I.M. tea Mt.4) ACTUAL PRESSURE REQUIREMENT FOR THE 2AWMn®a 6411o.0.t 1a 995 me ft me 1. 466me OHMS 1827. Sae W9 In 55098 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhme®4.er'Wn0.0.16.41QBIdafp(Fl93k 760 769 MB 90090 1780 Me 3064 Me 84098 swim 7991. 1480rA 936 MB 110400 236OI. 662'8 61008 1120me CAPAC[TY(FROM THE TABLE)OFTHE SELECTED 8AmxaaAl.7r6Mh1.O.a1sw4mda1pft 1180'3 14301. 1010186 2899 be WA WA Mee WA 1068 me WA WA WA MOO Me /680 Me 2240 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amha•® as/M2t6AW*Cft6fFm•6k 769188 mum am on 1530 Fm la96M 610me 560 me WA 7607. 886 me 889 Me 7484me 662 to 84088 112088 CAPACITY WHICH MAY BE USED TO QUALIFY PRODUMNEVISM I VK- aAmnne®3•Imn.0LQ I MM18A7W&C5pe 02g. 1560 g8 130DM8 1360 Me 3129 me 379202 1030 me Silo me WA 1620 Me 187208 lfimme 4M Me 1304me 18001. 22M me ADDITIONALANCHORBLE.OPTIONS FROM THE 12 Am.m 0 VrIRM O.a/002x5 Angb C61e 8Fm.7k 18801. 2100 Me 1440 me 3180Me KIA WA 1820 me WA 15Mrw WA WA WA 1996 ma 26a0me 3360 me ANCHOR CAPACITY TABLE. oomplyin8with the Fimltle 4 Amhme®1.84'630.0.G/LLWp,Od111f8'Akm(I`IP• WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1432 Me COde A 3,.� 8A1dna®0.84'Wm.O.A/UC8p.M10 Vr'AIm11.(Fig. WA WA WA WA WA WA WA WA WA WA 11/1 WA WA WA 286408 h--2.000'�I Accopimwa NO a• 2Anohme®aer a 0.Q/F•C9p 3904. 3801. 450 me 890 692 1711 Mf 2301. 364 t. 7401. 468 Me 692 me 118200 we rm .420 u 830 Ma 4AnO.m®1.7r Aon.O.a/F•dlp tF67.ttk 690 Be 7001. 500 Ms 1298 OB WA WA 4701. WA 633 MB WA WA WA 692 Ms 849 ma 1120 i. ,28Q• TABLE NOTES: Miami Dade cl Conito FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES:FIGURE 10: FIGURF 11: \`11111 • • • • • •• •� • •• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON • • • LOADING.SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. �� ,�,0 •.., /( �i� • • • i i i i• i i • �� .•��cEMSF'•.�trp�: • •• • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING MOTHS IS ALLOWABLE. • • • • •• • • • 8'880 *: N0.58705 • •• • • • • 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 _ FIGURE 6: FIGURE& HE FIGURE 7: SETS 18.20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. J 13 AKGM ••. :•111 • 4)SUBSTRATES:CONCRETE 814ALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED O STATE !1/ • � CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Gam.WOOD SHALL BE PRESSURE-TREATED SFS EEnumo 7) YELLOW SOUTHERN PINE WITH AN 8G OF 0.65.ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF.125' 1 TMCK.STEEL STUDS TO I3E A MiNIMUM(RtADE 33 AND.045-THICK(18 GAUGE}STRUCTURAL STEEL TO �I/tONA1'• •• BE AT LEAST.12W THICK AND AW.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r X r X 26' A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL. MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A Mumon capasKy Table g1tME4 a1�S Opening Width(for eetBoeny-spm nvAona)orOpenMpHaight(for hoAacntapspam1ngmoons) so In 60 m 701n 80 m so In 1001n 1201n 1406e '180 to RtsUMdW Ttapale09. RecwoLdtB TM#Td" RtrotetMuW Ttepf". RooWVW I TMOT40M Redm9dte TfWTftM Refta9ulof T•t+T4an9 m R7etmiguier T•M" p$ 1.28'X2.11" Looen9 . L-ft Lowoo Looft L-ft Laa46• Lea60q Lea®r9 Looft Lwft Looft loat0n9 Lo88019 Loa" Lvaft Loafg Looft Tube Mull Z r rn 42 In 1442 620 187.0 428 120.2 628 1468 419 103.0 626 138.8 414 90.1 620 1348 411 80.1 828 1341 411 721 628 134.1 411 %1 828 134.1 411 81.8 628 134.1 411 4&1 M 1341 411 � a 48 to 98.8 403 10&0 333 80.6 403 947 326 8&0 �3 89.4 320 W.4 •moi 61.4 317 517 403 79.1 315 4e.3 403 78.8 $14 40.3 403 78.8 314 37.8 403 78.8 314 362 403 78.8 3% j fA.8261a 823 m 91.0 301 88.8 30 763 204 69.8 382 71.9 289 81.8 $ 62 67.2 286 417 362 04.0 284 41.2 362 83.8 263 343 381 83.6 283 28.4 362 83.6 283 2&7 362 816 283 SL -�-77 14 In 878 318 74.1 207 89.6 316 842 281 48.6 318 67.7 268 424 318 616 263 37.7 318 60.8 250 310 318 49.6 249 2&3 318 49.1 248 24.2 318 49.1 248 2t2 Me 48.1 248 to tGo� d DO In 496 258 63.1 219 41.2 266 4&7 214 3&3 268 40.7 210 30.9 288 37.2 207 27.5 266 349 204 247 268 334 203 20.8 268 322 201 17.7 768 32.2 201 1&6 269 30.2 201 (O U v 631n 427 234 �.O 200 3&8 234 39.1 196 3&8 234 34.7 182 297 234 31.8 189 217 231 28.4 188 21.4 234 28.0 184 17.8 234 20.8 183 W3 234 28.6 183 134 234 2.6 163 g a w 79 Mtn 37.2 213 39.4 183 31.0 213 317 179 2&8 213 29.8 17S 23.2 243 27.0 173 2&8 213 25.1 170 18.8 213 23.7 169 16.6 213 22.2 18T 13.3 213 220 168 11.9 273 21.0 166 Z rJJA g� 4yA 7201 2&8 170 30.1 168 239 170 268 Z 20.4 178 22.8 149 17.9 179 20.3 147 1&B 178 18.7 146 J •g [1J 78 In 243 187 25.4 140 20.3 181 21.8 t37 17.4 181 19.0 135 16.2 181 17.0 133 7to 8h 228 162 23.8 133 18a 1Q 19.8 131 1&1 162 178 118 N r TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q X Anahor Capaolty Table ON) ANCHOR CAP.,m,"„ 8dsade: 2.7k Catorde 3.6k CAI•. FldlarCMU F'@ed CMU PT eod Mold )X( )=ANCHOR CAP.- N � MULLION CAP.","„ d18'Hm UP178EIoo wir Fico twassm fio Sted il2aw 61261ed N fV AetdlorTYPa 3M8•Elco Utteom iM'Elm lkteom 3118•EIm U11mm VV loo l2beeon USE THIS FORMULA TO OBTAIN THE ANCHOR ArdwClIpPalbtre ISleoen A99e0ator U3-yrl Atigetteltt tt 0.41 )Baav(88)8at0v(06) )( `� CAPACITY REQUIRED'CORRESPONDING TO AN N Edgs OBlmloe 6nr P 2-12' i" 2•irC b1r8' 1• 2-170 t• 212• r 3118' r 646' 0.6P 4324• )••• 4fl ACTUAL PRESSURE REQUIREMENT FOR THE (V �y F-mbe41twetpnx tarn fa7r tars• taro• r t-ft4• t-v4• 1-trr 1-trr 1-tl4 1•v4• r tare• tare' (eaettotea U Q 4 Nlohde®s•1151.0.a r12l affl A%%mea pl9. f t 640 me 680 ea WA 7w me ms 2384 ms tHI1 same 7 Ba OPENING,WHEN IT IS LOWER THAN THE MULLION OQ.. r O CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR _ CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. PRODUCT RBVISBD SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �`t'2�' m complying wills the FIwidd T Dsgdln8d6 o n FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOlOR OPENING WIDTHS IS ALLOWABLE. 1 AccepWrcoO ow 3)MULLION AND MULLION CLAS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 8p----/ 1] HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 2.118' Mfta�n�j3ad9 _tmI FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \\\\ ANGLE CLIP MUST BE USED W PAI" ••• • • • ,125• �� LYNN �i • • • • • }}4��)S,S�W, IRATE6CONCRETE SHALL CONFORM TO ACI W SPECIFICATIONS.HOLLOW AND GROUT-FILLED � �;•' GENS F • • •• • yE CLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED P?: �\ F '•.9 • •• • • • J°°11iiRN PINE WITH ANSGOF0.88.ALUMINUM SHALL BE8083TSANDBEAMWIMUM OF.125' :• • • • • • iHlaK STEEL EELTO 8E A MINIMUM GRADE 33 AND.046`THICK(18 GAUGE}STRUCTURAL STEEL TO BEAT i.2r X 2.11•X.125 MULLION No.58705 •• ••• •• •TL�MATERIALCK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) STAtt/�� ••• • •• • • • • • rii11j 11 X71 • • • • • • • • • •• • • • •• • • • • • • • A.LYNN MILLER,P.E. FL P.E.#68705 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 120 MulDon Capacity Table ibse) Opening WIdIh(for veltlom*speMng-A-)or OponIng Haight gar hoA2orae0y-sW11rg mUlt-) �tttti2gi e gain 60 in 701n 8011 90 in t001n 1201n 140 in Isola O Realenpde0 I loWalatm• Reetell9der Tmpm m. Reotm9 w T"robno. Redtmmfl8t TM#Td6lm. 18 TmW dm ftawwftr Lepl7mng. Rectangular T1eanWm. It"allerm• Rmt wtw Twfolem. a 3.25"30 Lma6tq fo4Anp lmdm LeeB1m 1 aft lmata Lmdrm L4aft Lmf9 Waft Loed6t9 Leed6m Leedom 1.oaArm Loed3m Lona+m Lmdltm Loedtng Ayr OEM AL SAYMULL z � - � 42 In 1700 625 1170.0 436 1700 744 170.0 478 1700 6W Me ON 170.0 992 1m0 619 1700 1118 17MO 621 171L0 1240 im0 621 170.0 1488 1m0 621 Imo 1736 1ra0 621 149.1 1740 Imo 62t J 481. 170.0 706 170.0 624 171L0 960 170.0 Sal 170.0 992 170.0 830 1700 1133 Imo 661 170.0 1276 170.0 677 170.0 1417 170.0 BBD 162.2 1622 170.0 880 130.6 1622 170.0 890 114.2 1422 tra0 890 (� 80A251n 170.0 747 Me 683 Me 698 1m0 831 1700 IM 1m0 884 170.0 1t96 170.0 723 170.0 1346 1740 747 164.2 1443 170.0 768 138.9 1443 INA 768 117.3 1443 1700 768 1020 14431 17x0 768 LU u' a Bain 1740 767 1700 812 Ira0 M 170.0 691 170.0 1118 170.0 761 1700 17l6 I70A 803 160.4 1363 1700 e97 144.3 1363 Imo age 1200. 1383 170.0 661 103.1 1�9 1m0 881 902 1363 tra0 861 m _j 401n 170.0 886 170.0 701 Me 1063 im0 787 167.0 1218 Imo 878 1441 1218 R0.0 9M t29.9 1218 169.8 936 Me 1218 162.1 924 07.4 1218 1441 9t3 83.6 1218 1441 913 73.1 1218 1441 913 63 in 170A ON Me 746 1700 1118 Me 860 1602 HN 1648 983 1314 IIN 163.0 914 tI4A 1160 141.0 899 106.1 1110 134.2 M 870 1160 1247 871 76.1 1160 1262 870 86.7 1160 128.2 870 figN 1746 974 1700 789 162.4 1018 INS 891 1&1.8 100 148.8 864 114.3 1048 133.1 860 1010 1046 123.4 839 91.4 1018 1148 830 782 1018 IO9A 821 250 1018 1062 818 87.1 1048 1042 818 ? to kffiln 1400 8110 /470 764 1110 680 1280 746 100.0. 880 1100 734 840 880 100.0 722 782 890 920 712 m1 1160 082 703 80.7 880 79.2 893 60.3 880 746 8811 440 880 78.4 088 e, 1147 790 I%.1 WA 790 108.4 878 860 780 93d 849 74.8 790 83.9 8� 68.6 781 780 843 68.9 780 71.7 836 480 780 �.1 GL4 42.8 780 62.1 619 37.4 780 61.6 617 m 1140 760 116.6 867 82.3 Pio 941 644 78.1 760 SU 832 692 M 77.1 821 810 760 700 612 SM 760 86.7 60S 462 760 690 5% 300 760 682 Us 34.6 7611 WA 5W721 663 74.4 600 911 683 020 491 61.6 683 608 483 46.1 683 48.9 476 40.1 683 44.4 468 36.1 683 400 462 30.0 683 382 452 258 663 33.3 446 2Z.6 W3 3t6 M211(0.1 `- 88.4 496 61.1 443 490 496 61.6 436 42.4 4% 440 427 37.1 M 39.8 421 all 496 341 416 29.7 498 832 409 24.8 498 29.1 400 21.2 496 26.8 394 18.8 4% 25.0 390 (!) 7{ A O 41.7 391 /28 363 34.8 391 250 318 28.8 981 31.1 342 28.1 391 270 337 232 251 210 333 200 391 228 325 17.4 391 10.7 321 14.9 S91 17.8 318A 38.4 370 392 336 320 370 33.0 330 270 370 280 328 24.0 370 25.3 3.20 21.4 370 228 316 19.2 370 20.9 312 18.0370 18.1 306 90.4 317 300 289 26.3 317 23.0 294 21.7 317 71.6 290 19.0 317 19.9 278 180 317 170 213 1441n Me 220 17.8 203 Q a 7d u� TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: •y •a Anchor Capacity Table abs) (DR-)X( � '""°"�' ANCHOR CAP.- A &11181rete: VkCa1met6 8.62 COW. FgedCMU PTWaod Nebel `MULLIONCAP.,m,�,� N18•Mao 14'68 6e0 5FIT Elo 114.88 Mm #t0 Sled M26ted #128H81 USE AndlorCQ Pellem ArtohaT7pe: 3118 Ekot8e0on 114•Ebolld�m LPIM rl ffi18"Ekotlawpl U4'EboUbadon �e0ft IaOaaan AW184dw eaa78o m sm wpo CAPACITY FORMULA CORRESOBTAIN PONDING P CAPACITY REQUIRED`CORRESPONDING TO AN Edm01eimmo* 1• 2.117 1' 244 3•iAr r 2-1m 1• 2-lir 2• 3.1/11` 2• 0.48` am 4324• ACTUAL PRESSURE REQUIREMENT FOR THE Ea106dmwA 1310 1312 1310 1314' 7 1.1Y 1.1C 1.110 1.1M 1.1C Mir 7 1311' 138' (see We 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Andlpe 0 O.0. M246 CDP(Rp.4 30006 390Re 45000 880918 1700163 270100 280 M 364 29 740160 488 m0 720118 1152M 32810e 420110. �M CAPACITY(FROM THE TABLE)OF THE SELECTED 4 An011ae a&VMi.O.C.1(2)226A10 0@9 ft 2J: 760618 780011 780@3 1670@0 2623 640918 MOM WA 112501 936018 sBCa18 2384103 amaa 64om9 1120160. MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 A110h1•®271.Wn.O.C.I(2)246 Qlp3 MOM 112003 96890 2248@3 7264116 WA 84000. WA 1069@3 WA 1320918 WA 878 Poe 12901118 MOM CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE T1tY80LTCT RSYISgp FIGURE 1: ANCHOR CAPACITY TABLE. eolllplylua with du yllride TABLE NOTES. 8u0dingCAde 3 JC Aecoplsnw No • • 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. Mtami q Con1ro1 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. %I i l l 11.111, ••• ••y MILLI VB JUUL JO I.PI b•$RtOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 18.20. •128 ��0•..•••••.,�fz, • • • • • WILES#T SFaDR c�IN IELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. • •RIGURE946HOW SIJGp6CT1ED,AfiPROX6MTE HOLE LOCATIONS. No.58705 •• •• SUBETRAwa Comm moa CONFORM TO ACL 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.2W _ FiGURE 3: CONCRETE 13LOOK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PiNE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.126' tU -- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.0452 THICK(18 GAUGE)STRUCTURAL STEEL TO BEAT 30.6AY S • ••• LEAST*W THICK AND A3S•4LL ANCHORS INTO METAL$HALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION iO� • • • • THMATERUIL • • • • • i��s'•. OR10P.•' \�: ••• ,,r• • i•• i i • ••• i i is! NALIti� LE ANGCLIP(FIGURES 1-3)MUST BE US D�1 PA*. • • • • • • • A."7"' '%' P.E. • • • • ••• • FL P.E.#56705 ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • TABLE 1311 ® � Motion Ca o Tebta b9fft Opening Wk3Bt(forverft*spmning rnWw-o)or OpaNno Height(for IgrizaSeByspant min-) #G' bo In Win 70tH MM BOM 100tH 120In 1401n IsDin Reoia•O}u hepr6falp. Rsaml9da TWOOhng Reoia•0sr I TM#Tdmlp. Reotel>9der 7ral m• Reaen9mar 7tepl78mm. Re•mdHMr T1epRlimq. Reolal9oiar Ti•1Tden9. r T1etEr0ew. ReQangWa TmyBMnO. li� a 3.26'45 LoaftLaft LwdnB Loaft Loaft Loading Loading Loading Loed1• LoadnB Ln8dn9 Loe•n8 Leads• Loaft Loading Loadna Loaft LOBd• DEMAL BAYMULL 421e 170.0 MO 170.0 435 170.0 744 117MO 476 IMO 888 170.0 506 17&0 202 170.0 619 17011 till) 170.0 521 170.0 1240 170.0 521 170.0 1485 170.0 62t 170.0 1735 170.0 621 180.3 1871 17&0 631 Q ? 481n 170.0 708 170.0 524 170.0 Bio 170.0 561 170.0 991 770.0 Bao 170.0 1133 170.0 681 170A 1278 170.0 077 170.0 1417 170.0 M0 1617 IOU 170A 620 1403 IOU 170.0 680 122.8 1837 170.0 8811 7 (9 50.62520 170.0 747 170.0 663 MA Me 170.0 ON 170.0 10{8 170.0 684 170.0 1185 170.0 723 170A 1345 170.0 747 170.0 1494 170.0 768 147.1 1652 170.0 7W 128.1 15M 170.0 758 110.4 ISM 17&0 756ILI 54 M 170.0 797 170.0 812 170.0 878 17&0 801 170.0 7118 170.0 78{ 17D.0 1276 770.0 803 170.0 1431 170.0 837 165.2 1{bS 17&0 868 /28.3 1158 170.0 881 110.8 t{51i 770.0 881 87.0 1066 1740 BBt MM 170.0 886 1710 701 170.0 1063 170.0 763 170.0 1240 170.0 478 167.1 1308 17&0 844 13&7 1308 176.0 BN t25.7 1309 183.6 M1 104.8 1309 157.1 982 889 TSM 167.1 982 7&l) 13M 167.1 882 V 6320 170.0 0.10 170.0 745 170.0 1116 17&0 860 182.9 1241 17&0 BIO 147.5 1247 184.8 983 1247 1247 1b28 8811 114.0 1247 1143 963 95.0 12B 138.2 838 81.4 1247 136.7 936 713 1247 108.7 MS > aIII 6320 170.0 974 t70.0 720 17&0 7120 170.0 8IX1 14&4 1180 183.7 886 128.8 1180 147.0 9� 1t&4 1180 13&b 828 103.0 1120 128.4 811 BBA 1180 119.6 B98 712 7120 118.1 893 8411 1190 ft&t 203 2 7220 1819 1010 180.8 637 134.7 1010 1149 658 11&4 1010 1272 842 101.0 1010 114.7 828 20.8 1010 10&8 817 811.8 1010 9&0 807 81.3 1010 80.8 785 87.7 1010 87.8 790 b0.8 1010 87.7 720 � ea 7820 137.4 9D8 143.0 720 114.6 808 122.0 776 80.1 638 107.1 781 66.9 806 86.2 747 7&3 MB 8&2 TdB 88.7 BOB BR3 729 87.3 908 *471 806 71.2 710 42.8 MB 70.8 708 >� 7820 127.7 661 132.0 764 105.8 961 1116 736 Me 881 811.8 728 7&4 881 883 713 70.8 881 81.0 703 63.8 eel 704 204 63.0 8B1 0 6Bt ea.5 8% 38.r 207 83.7 8729020 627 848 85.4 574 6811 W 72.1 6& 511 BM QA 554 61.7 818 6&1 US 48.0 BIB SDA 537 41A 8M 47.0 530 349 668 .6 816 382 611 2&9 848 3&6 607 {L{1,)98to 02 888 70.1 508 58.8 566 89.1 499 4&7 60 61.4 481 42A 568 47.8 483 37A 888 41.4 476 34.1 566 3&1 470 2&4 580 .3 568 30.6 452 21.3 S 20.7 447 !A fo �i-In 47.9 449 4811 405 3911 449 412 389 342 449 115.7 393 2911 449 31.7 397 2811 440 2&8 382 23.8 449 2&1 377 20.0 449 .1 449 20.4 391 1&0 448 182 358 N711M .44.1 428 4&0 US 3&B 425 374 379 31.5 425 Me 373 2711 425 29.1 387 74.6 425 28.2 382 72.1 426 24.0 359 1&4 4M .6 426 1&8 320 I20M 34.8 384 3&6 33t 28.1 394 20.8 328 2411 364 20.6 321 21.6 394 228 317 IRA 384 2011 313 17.6 394 1&7 320 Q Q 0 p I"M 20.2 263 20.4 233 1811 2&9 17.1 290 fC�7 TABLE13B ANCHOR CAPACITY ADJUSTMENTFORMULA: Anohor Capa6By Table(Ib9) ANCHOR CAP.m ,, subwft 2.7k Co wlele abk Caw. Filled CMU PT Wood Now (DP_)X( }=ANCHOR CAP ION MULLION dM•900 114•Bs Som 6118•Eioo tW 8l)Efoo 0108ted thMN 28 H2 steel USE THIS FORMULA TO 013TAIN THE Anf2fOr Clip Pabm Aaobalype 9118 HW 11m8COf1 1H'Elco Ukeeon ukacw a 18•Ewo lOkmm UVE10 l56aea1 A99160•fa Maven Saw("OWN(CM saMM CAPACITY REOUIREW CORRESPONDING AN E4geM"" 1• 2.117 1• 2418• 3-120• 1• I 2.1IT 1• atl2• r 3.118• r OAW &8P 0.824• ACTUAL PRESSURE REQUIREMENT FOR THE Eaareaamn7 . 1461• 14C 14W 1.3/4• r i-1/4 I 1-vr 1.1N 1-u4 t-tic t-1w r 13.06• tete• (us n fe 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchn@ 6.986.O.Q I TE1215AVO MpS ff79.1$ 390 tlo 963me 450@8 88000 17009)3 270 ms 260 Me 351108 74000 466169 720103 1182110320m8 420478 BM me CAPACITY(FROM THE TABLE)OF THE SELECTED 4A)lehow 0%Min.0.0.1 Mft5An*CIps(Rg.$ 78000 7Mms mile 1870 ms 2u5tbs bM ms 5W0s WA 1/20 ms M8m0 880 ml) 28B4ms BSEme e40Om 1f20m0 A4ULLION.IT WILL YIELD AMUIMUM ANCHOR BAtwhas®2.71NM.O.MIM 15Ar•te C%*ft 4ITMft I 112060 9Mms 2240010 1 2254163 I NIA 840 as WA I /059m0 VA 1320Ike NIA MIMS 12Mma 18Mfbs CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. RODUCTREYIS6D FIGURE 1: scomplying with the Find TABLE NOTES: ;ndI�p�)�°� �j. tonpn o1 b 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. F" SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � T806o Control FIGURE 2: 2go*)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 11117 I I 1 t t • fI1OLE •SIR DOLLSO WCLIPS SHOWN ARE NOT DIMENSIONAL R STRIEXACT IONSDIMENSIONS,SNON SH SHEETS 8.20. • • • • • E611tl B!Dt�1.1.BD IJfTHMfIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. .128• 4b° •�:..........10ENS • • IGGtEtsHQW JUGS LqED,m:ROXIMATE HOLE LOCATIONS. • • • 4)SU8SIFRATE%-CO&RL'I E S&L CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3260• * No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF.126• • ••• THICK.STEEL STUDS TOIt A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 46°BAY ��11L,, I T t '• r L1!Ag?.?25' l AND ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �Q STATE Of 4u • • ALTER • • • MULLION '� •'•.F<OR70P.•' • :•• • 171 • • • • i��'�s • • • • • • • • •• • • '�7S�ONAL ,�`� ANGLE CLIP(FIGURES 1-3)MUST BE USEDaN PAI. ••• ••• ••• ••• A.LLeRE,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1�1.000•,-I 1'-1.280•-+I m � �. -� 1.000' f+ -� 1.000' -► 1,000. f- 1.000• f- nes• �1.z�•-� .125 Ir $Y° 2.760' 2.760' .125• 3.125' -128• 3.188• I x E, .126• .125 a 252.000' 2.005 2.118' $126' .s• r .128' J 1•X2•X.12V MULLION 11X2'X.375MULLION "�W2.25".3 '1 fi { 4 1•X2.75XWWALION 1'X3.126'X.S'MULUON 1.25 X 3.188•X.285•MILLION 1.46'X2Ai'XA26•MULLION OL' LL 6003-TO ALUM. 8083-TSALUM. r .86083•TSAWM. 6063•TS ALUM. BOB&TSALUM. 808&78 ALUM. Q -y X-SECTION XSECTION -y - XSECTION XSECTION XSECTION X•SECTION LU D. co Z }-{r-.126' j"I ^I I-.125• co O $ U 11 TABLE A LU i STANDARD CLIP ' 2X6 ANGLE CUP Z �� 0083•TBALUM. 6063-TO ALUM Dimension Value Pal For Mullion: 2 0 (f 2.000' X SECTION 2.125 U4;LIP 2.00D' XSECTION A 1.626 D. a X.125 :3 co I .126' I ECTIION I .126ALUM. ' B 2.854 AJ�* V Q L C 0.896 Tube Mullion Zp r @ 12b'r� .74(r h D 0.740 Q A p Mo Z B 2 440044 1'XY X.375' : 6.605 OUT HERETO 375 C 0.036 Alumh n I. I O N .375 3.126• ^1_CREATE FCLIP.SEE MW. fi.a�'-� Tube MWg011 V a O MIN. DETAIL F,SREET 4 .376'MIN.-I D 0.480 d N O 3W MIN. A 1.876 r-------� r-------� U-CLIP B 3.000 1'X2.75"X 1 I I I I A A I 8083.78 ALUM. A F--------- L__--___J ----- ----------' .376 Aluminum USED FORALL I'X2'AND - "' 2X8 ANGLE CLIP C 0.767 1'X2.76'MULUONS. 6063-T6 ALUM. 0 1.118 Tube Mullion SHEETS 6.8�- STANDARD CLIP TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIEW E .460 Min. 6063.78 ALUM. DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE 1'X 2.75 X CENTER OF ANCHOR ROLE MUST LIE TOPVIEW ANCHOR O.C.DISTANCE MAXIMUM ANCHOR A 1.312 WITHIN THE DASHED BOUNDARY.SEE .338'MIN. HOLE DIAMETER.ANCHOR DIAMETER+1116'. B 3.000 .850" SHEETS 547 FOR THE ANCHOR O.C. I � C 0.476 AlurWnum DISTANCE ANCHORMAXIMUANCHOR HOLE 8083.78 ALUM. Tube Mullion DIAMETER:ANCHOR OIAIl�fER+1118'. A ( MULLULL OE78 I • PGT Parti# A 2.000 RODUCTRRVISBD TOPVIEW 1'X3.125 X 6.605 .376' 1D7iDlin•It>Iton'Fiskae } - B 2837 s mmplyingwithftFlorida 375 �� MIN. _ = .. . Clip U-Cilp Angle Clip C O.EB+ b00 Attm1 u0d1�coNO-12, --F� MIN. 1"XY X.126°(6) ' 88805., OW13M 6661118M 608243M 665511M D 1.137 Tube Mug e10 v211Q� T' -------i-------------, .338"MIN. 1 XY X.375" 888008 00114M 6681119M W044M 688612M A 2.626 i 1 1.26'X3.188' rlamlDadoProductC•nr� I I `( T6" - -'. 6WI12DM SM46M 886613M B 3.282 1, I X.265 ALUM WWWitIIUIHI ••f • •t• 99tluM 1 X2.78`X.850°(8) 8 08 OW116M 6661121M 666246M 88B514M C 0•� Tube Mull i--- ---i D •• i • I. 1 X X2862 1"X3.128 X.600'(9) 8B837M 8661118M 8881114M 888242M 88B518M D 1.782 ��•''�CENsIc'��``9 ' ' I • • • • 940%�` 1.26"X3.188°X.285(12) WHIM 6681117M 6881113M W6241M 660510M A 1.813 12 2T Alum * No.58705 ' ' 1.2WX2.11-XA25'(16) j 69370 1 WA I NIA WA SM17M Tube Mun = OFFSET CLIP 1 O)S C NOTES: = it tTr '1 I ;� • 9�qfflVFT- E 0. STATEO� EHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. s FP�i2)SEE SHEETS 5-17 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. , "i�7QNA1 L.1 �U15. A.LYNNrALI�R,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • -� 1.000" 1.000` ow • a° I I I + 4,000' .126` I 4.00(' 4.000' 2.826' 2.000' I 2.126' 2.000 .126' .128' .1�` I .125' I L .126' B Q r U) �L W .031.1 J Z K 1.. STANDARD CLIP •125" D•OUP 2XS ANGLE CLIP -i RR .126 .376'.166' .37W �-SECTION �XS CTIOIN 8 X SECTION T m U. 1'X4'X.12V 1'X4'X.376' 1'X4•%.376' 6,�p• LU t1) a MULLION MULLION T•MULLION 6.000' Z M J CUT HERE TO 376' ��' Q t0 U 898378 ALUM 808478ALUAL 8083 TB ALUM. 3.126` 375• XSECTION X•SECTION XSECTION .MIN. "�._CREATE,SHEE 4 MIN. y p A11N, 1 OEfAII F,SHEET 4 � ? Z W .376' Z LU$ 2.881. r-------� I r--------1 CENTEROF r--------------------1 .375" ANCHOR HOLE MIN. 1.377' '126 I I I t I MUSTUEWITHIN ' a M THE DASHED I i 1 t F BOUNDARY.SEE j j U Q Of I ___ ___ SHEETS 6.17 FOR I I .126` 2.BTS'� i I � i i F � DISTANCE. �o go I MAXIMUMZQ d 30. I 1 I 1 I ANCHOR HOLE I I J Y I F I I I DIAMETER: F - (�/j} L J L-------J ANCHOR L- ------ y 30'BAY MUL 1 DIAMETER+1116'. ------- Q 2 O O 6053•TOALUM. i _ a 2X8 ANGLE CLO' XSECTION 8083-78ALUM. a .K STANDARD CLIP U-CUP TOPVFEW ^a j TV=ffWN OF ANCHOR HOLE MUST UE 6063.78 ALUM. 6063.76 ALUM. CENTER OF ANCHOR HOLE MUST LIE .228"J �,SS1'+-I THE DASHED BOUNDARY.SEE TOPMEW USED FORALL V WITHIN THE DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE ANCHOR O.C. X 4'MUILONS. SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE SHEETS 10811 DISTANCE.MNfIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1118'. TOpyIEW DIAMETER:ANCHOR DIAMETER+1116. 3.489' J�Q TABLE C 376' 6.600 Dimension Value(In) For Mulllon: .37b' MIN. F 3.887 1"X4°X.126° RODUCT REVISED --- --- I ------ G 1.000 Aluminum'IUlm mmplyb%with the ploridn t I I i H 2.880 Mulgon u0d(og(alloo�j IOC` .126` 1 F 3.187 T XC X.375' .a /LCC1(i 2.260' i i I i i 3.000' G 0.767 Aluminum Tube& ^t 46'BAY Mi I I I °T'"Mu619R Dedo Product Con- uol1 0003•TOiiiHiH 2.430 11t1IIIL%SEC •• •• F 2.813 30°Bey Mus ��• • �•_ -�-�I �- -___--' F 2.875 46'Bay Mu0 :�`'��O'' •CENS•',<<c°�� 7 • • • • -• • • I TABLED :' F 228'J �.�1•, •• •i • • • • • • • G OFFSETCLm Mull Dimension PGT Part III *: No.58705 •• ••• •• • • 6o63•TSAt 11M. (sheet#) Mullion Std.CHIP Offset Clip l!CEp Angle Clip TOHMEW NOTES: Vt 740` 1'X4'X.125'(10) 89384 888111M 6MI22M 688241M 6SB518M 11 �� • •• 1'X 4'X.376"(1 f) 88810 8�112M 8861123M 888242M 888519M sT )oF1 3 '(Q 1)HOLES TO BE DRILLED IN THE FIELD fOLLOWIN(iRIMENS4%L RESTS111 Nj 4rf N ON-IIA JHE;'{�• i '•. ORtOp.•''G\�� 000 • •• • • • • • 1'X4'X.375''7(11) 68653 888112M 6601123M 688242M SWUM 2)SEE SHEETS 5-17 FOR SUGGESTED,APPROXIMRTE SOLE•WCATHH1r1 i • • •i i • 39 Degree(18) 8884E WA WA WA 68851 10M 11 10? Al- 1�11 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METH 5DS. • • • ••• • 45 Degree(17) 68850 N/A WA WA 6865111M A.LYNN MILLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE E MullDlmenWon POT Putt III (eheettli) ME606971 Std.Clip U•011p Angle Clip i �.12b' �j -j�- .126" -1 I-.126- � C Y X4"X.2W(13) 686261M 68$271M �6112MIJT 2'X("X.28'(14) 66804 �8282M 868272M 8868113M I STANDARD CLIP I !-CLIP 2X6 ANGLE CUP • 8063.76 ALUM, 8063-T6 ALUM. 8083.78 ALUM. NOTES: 2•1W XSECTION 2.1126' X•SECTION 2,000• XSECTION 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 126' L 128' 126' 4DIMENSIONAL RESTRICTIONS OMEN ONTHIS SHEET.2)SEE SHEETS 8.17 FOR SUGGESTED.APPROXIMATE O HOLE LOCATIONS. 1.450' �--1.400'--� 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Ve 6.600` CUT TO 3.600` SEEA� 8.000` •375" LU M/J. m Z M 02.OW .376' 't I SEEDETAILLI .375' .376' Im O U MM. r-SHEET4 FM Q Z LU r -- -------"1 -- -- - ---------------------1 W�¢ I I I i i d 4.000' i j I I t .2b0' -I - --- --I- 3.435' + 3.436' i i U Q rn TX4•X.2S I I MULUON I 3.438' i i F 6063-T8 ALUM. I i I I .37b' O XSECTION I I I L j j N Z L I I L---------------------IMIN. � O I-- STANDARD CLIP U-0I.IP,8063.78 ALUM. 2X5 ANGLE CLIP Q O O CENTER OF ANCHOR HOLE MUST LIE 800S•TB ALUM. ED FOR 2'X 4'MULLION.9HEEC 13 CENTER OF ANCHOR HOLE MUST LIE 6083.78 ALUM. d N • WITHIN THE DASHED BOUNDARY.SEE TOPVIEW •row WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. SHEETS 6.17 FOR THE ANCHOR O.C. R' K DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MAST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+1/18". SHEETS 6.17 FOR THE ANCHOR O.C. 6.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER ANCHOR DIAMETER+1/16'. 6.000'----^•{ 2.000'-y .378" 3.600'----1 CREATE F•CLIP. .37b' I MIN. t Ir-See DETAIL F. MIN. l- 37W SHEET4 MIM}, 376' I I I I I 1 I UCTRRVISHD I I 1 I A;amplying ai6A the FlariOa I I I I i j ding Codo _O I I I I i aeptaneo No ��\•' 1 I I j j Delo J-w 8.000' - - --r-- --j- 4.888 ¢ t 6.438' rt + -----I ami Dade mdat Cont •• •�• • • • • •• i 6438' 5.438' 2"X8'X.25' • �• • • • 1•• • I I I I : \,\CENgF'•.�t�,p I P: SON • • • • • • • I i i _�� 8003,76 ALUM. •• •}• •• • •• I I I _ No.66705 XSECTION .376' O�` `------- --------' -- - ��Q,�••. STA IOIIS • • • • • • •L• • • �ORIOP,.''• 'C ••• • •• �A�ARD CLRP • • U-CLIP 2X6 ANGLE CLIP �i� •'• .260` • : i• • ftoqj6 PiLuM.• 6003-T8 ALUM. I)O83-T8 ALUM ��'%rstlle:,, • • • • VIEW•• • USED FOR 2'XTOPVIEW MULLION.SHEET 14 TOPVIEW A.L;NWMILLVO�P.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 IS 2-114".THE OPENING REQUIRES A DESIGN PRESSURE OF+fl).O/-80.0 PSF. NOANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1'=85'.REFERENCING SHEET 22,THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 244'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.01.80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 'tN a 8¢ SEE FROM TABLE 3A,SHEET 7,THE 1-X 2.78'X.375"MULLION(LENGTH-72',OPENING WIDTH-709 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-582 PSF AND WOULD d3! � POS NOT BE SUITABLE FOR THIS APPLICATION. Y c Y$ APPROVa. x� FROM TABLE 4A,SHEET S.THE 1'X 2.75"X.050"MULUON(LENGTH-72,OPENING WIDTH-709 HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE a �' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. NLA LION LENO7H -W--] n /� 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 a ll 11 ANGLE CUPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 840 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL. Z &� . W �/ DEraLs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 8F T8 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j V) INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/--80.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o NO ANCHORS rN VMMM 81 THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF SO PSF: 9Y -1 (B0 PSF)X(M BS =524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) j —1 U 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 Z DESIGN PRESSURE OF+50.01.55.0 PSF. --I q M FORTHEVERTICALMULIJON: <p `� 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32477+1"1 W AND THE OPENING WIDTH IS 38'+x'+1'=73".REFERENCING SHEET 22, a�31 n 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-W AND WILL N O o EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.01-W.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT STS,USE THE NEXT LARGER SIZE AVAILABLE. MlRA.1\10Tt1 FROM TABLE 3A,SHEET 7,THE 1•X 2.76'X.376"MULLION(LENGTH=108',OPENING WIDTH-809 MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE I$+1.15.1 PSF N N -I I` AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q 3 FROM TABLE SA,SHEET 13,THE 2•X 4'X.280'MULLION(LENGTH=108',OPENING WIDTH=SW)HAS A DESIGN PRESSURE OF+/-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS 'L Z T0q SIE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. AAl DETAILS, S11EE1's BECAUSE IT t3 NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MIULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38'+36'+2'=74,NOT 77 AS PREVIOUSLY ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOWWIDTHS MAYBE REDUCED TO MAINTAIN �- THE 73'DIMENSION(38•V2'+36.112•+2•-7n ' 2)USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THISEXAMPLE.ASSUME THE POURED 1 CONCRETE HEADER AND SILL ARE 8'NIDE.IF THE MULLION CUP tM�RE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. SEE SEE USING THE STANDARD CLIP WITH(6)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH opal THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. a aHElrsx3 SHEEra FOR THE HORIZONTAL MULLIONS: OPENING � BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER MULLION TYPE COULD BE CHOSEN. ODUCT REVISED MULLION 7/1// oosglging with fNa FlorWu 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32'+72"+2`=108".REFERENCING SHEET 22,THE COLUMN USING TRAPEZOIDAL/TRUWGULAR LOADING MAY BE uildtug Coda USED.FROM TABLE SA,SHEET 13,THE 2-X 4'X.255 MULLION(Q LENGTH-42',OPENING HEIGHT=1209 HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE a No REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. _ SEE OE 6T8 2 )USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE W p�Up WOE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH 8' OL SQT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THF REQUIRED / 62U �' •—.J 4.—. • •• l- : 4)FOR T6IE t6CL•IQ WIHE%RIZONTAL MULLION TO VERTICAL MU W ON,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 98 FOR THE U•CLIP SHOWS THE ANCHOR t'JOPBUNGWIDTH • • CAMCIW IS•07ULBSWVHEN 1(SING 3 ANCHORS.WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE : No.58705 FORVFRTICALMULLLEN07H • ••• A*aPm T#PE ISI ow STF&SCREW. y FROM THE AVE STEPS,OUR MULLION DESIGN PRESSURE IS: 'O O j rS y� :•(�` +1.64.7 PSF FROM THE VERTICAL MULLION; A 'TE r> +/-170.0 SF FROM THE 30'HORIZONTAL MULLION ATTACHING TO CMU; ;O�•.• STA 0 �` • • +/-1 O-PPIF F THE 31.' ftZONTPL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION} %(�` '•F(ORLDP`.••' \�� ••• • THE EST JES ON PRE fpUFfk 1841.61.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. S�''••••' OC� • • •• VERW TSE 44PRESSUUOF ENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION '/I,,I I I I I • • PROOLWI S,WlLbAPPLY T(bVr*0ASSEMBLY.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.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: pp�� PW C PW I Z g Q SHIDH S}ilOH SH/OH SHIDH PW PW O kk FF 8 W 4 44 N D % LU 1- LOADING OF VER7ICALMULLIONLOADING OF VERTICAL MULLION j m W SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I t Ve (� C] HINGED DOOR ==4=1Z U LOADING OF VERTICAL MULLION N Z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION r- o / a PW -- - -- 1 PW PW N �33Vo -h-- PW N Z_ 111311 SH/DH I N I � LOADING OF VERTICAL MULLION LOADING OF HOP17JOWAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PWPW HR I I 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION Mel HINGED 1 DOOR PW PW I NOTES: UrRSV1S80 I1)DRAWINGSARE soomplying,ri6ilhaFlaido ildhgy da RERESENTATIONS OF TYPICAL No I PW CONFIGURATIONS. Q� PW CONFIGURATIONS NOT SHOWN / MAY EXTRAPOLATED FROM Z2�1 h '� Oo / / I / / THOSE SHOWN. � •• • • • • • I 2)IF THE LOADING TYPE CANNOT aa� UCENS• BE DETERMINED.USE Q'•' F p •• • •• PlV RECTANGULAR LOADING. No.58705 io 3)SEE PRODUCTS•APPROVAL FOR I ACTUAL ANCHOR LOCATIONS. O ' LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION a ��0'., TAT t0�;'.(V�� PANEL OF HINGED DOOR IS NOT CAPTURED OR ANC4PRED•ATH INTERSPJTING HORIZONTAL MULLIONS 1 • • • SGD ,��s'•. ORIDP••'G��` • • • • • • • • • •• • • 1 'N/6111," • 0• ••• ••• *00 ••• i LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MILLER,P.E. MULLION MULLION FL P.E.#58705 i ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1 MIAMI• MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2594 F(786)315-2599 PTANCE UA �>,vw,miatroi e. vteco 0 :107'11�'� IJrve 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 area 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. Is �; i§ PROVAL DOCUMENT: Drawing No. MD--•720-520, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13,prepared by manufacturer, signed mud sealed by Anthony Lynn Miller, P. E., bearing the Miami---Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- 1?44e!Qqun Product n 1 ftfign, 1( I1A 'Iyhall l[m cJ lli+thlt�kt F LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved",unleigptheiwise noted herein. 0 . 09000 0 **a*:* REVISION of this NOA shall be considered after a renewal application has beenfElefiand t$QrecHss been •, no change in the applicable building code negatively affecting the performance of Riff j� duct. 00 00" 0000. TERMINATION of this NOA will occur after the expiration date or if there has h=w revision cw changg•• in the materials, use,and/or manufacture of the product or process. Misuse of this#NQN as at vnd®rsement•... of any product, for sales, advertising or any other purposes shall automatically tent*"this J QA!failure•:•• to comply with any section of this NOA shall be cause for termination and removaf bf"OA. *0410 ••.••• ADVERTISEMENT: The NOA number preceded by the words Miami—DiWe Zjunty,.Florjda, anon.„. followed by the expiration date may be displayed in advertising literature. If apy pwion ot't b*NOA is . displayed,then it shall be done in its entirety. 9909 . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufAt ter or its distributors and shall be available for inspection at the job site at the request of the Building Official. d consists of this page 1 and evidence pages E-1 The submitted documentation was reviewed.by Jaime D.Gascon,P.E. R CGUW o- T k PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines', sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7212,dated 03/21/13, signed and sealed by Marlin D.Brinson,P. E. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI x3835 and FTL -3850,dated-07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-X.105.01) 6669 C. CALCULATIONS ° . . .... ...... 1. Anchor verification calculations and structural analysis, cam in° withIM-2010, prepared by manufacture dated 04/29/13 signed and seae ° nthonY ••°MillqF, P. E. .... .... . . 966969 .... 2. Glazing complies with ASTM E1300-09 ° ....0 ..... ...... . .. ..... D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resot4ceS(JER), .6909° 9 , f Jaime D.Gaseo ,P.E. Product Control Section Supervisor NOA No.134502.03 Expiration Date., February 19,2019 Approval Date: July18,2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGIas@ Interlayer"dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13,signed and sealed by Anthony Lynn Miller,P. E. Z. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. 4. Proposal issued by Product Control,dated 07/26/12,signed by Jaime D.Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL--3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS *00000 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries fax their S8fies "PW-s•• • 701 Aluminum Fixed Window -- L.M.I." approved on 0ZOJJ� and•*0'*'ng on •. .. . 02/19/14. 000069 00000 . 0000 0000 :0000: 0000 •00• 09•09 . . •• •• 0000 •e•••• • 0000•• . • • • • • 0000•• 0000.• • 0 • •0000• ..--� •A •.••. • • t / % -0900 Jaime D.Gascon, Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19,2019 Approval Date: 3uly18,2013 E-2 GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&SMALL SEE SHEETS 25 MISSILE IMPACT RESISTANCE " 4$'TIP TO-TIP WIDTH IIIA�� 4T BUCK WIDTH 48'BUCK WIDTH 48`BUCK WIDTH 44-U4'VISIBLE 45.14•VISIBLE 46-114'VISIBLE LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCT RONEAYBD � B'MAX Y MAX oanPlptr�w(th Ida 61drWn ,'#t•"� ��, I B.SHEET SHEET H SHEET 8 BAa No CB Dore 3)FOR MASONRY APPLICATIONS IN MIAMI"M COUNTY, USE ONLYMIIAB-0ADE COUNTYAPPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS C E,SHEET 8 E,SHEET S WERE SOUTHERN PIPNE,ASTM C80 CONCRETE MASONRY A I SHEETS BUCK SHEET 7 I SHEET 7 CR.SHEET 9 O, HEFT 9 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS 4)ALL WOOD BUCKS LESS THAN 1-12`THICK ARE TO BE _ I HEIGHT 1 BUCK _ CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE ; HEKIHT T 831/4` b OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE - —�------- 9&114` —�------- 1 --- / u VISIBLE M WOOD BUCKS DEPICTED AS 2XARE 1.1/rTHICKOR T = / VISIBLE tYMAX / 93.114" _ILL__.. LIC HT GREATER IX AND 2XBUCKS(WHENUSED)SHALL BE •, I / LIGHT O.C. I / VISIBLE MAXb" / HEIGHT DESIGNED TO PROPERLY TIER LOADS TO THE -, HEIGHT LIGHT O.C. STRUCTURE.WOOD euac DESIGN AND INSTALLATION Is g$' 4 THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP TO ARCHITECT OF RECORD.(AOR} I TIP I HEIGHT { HEIGHT K v b)ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE i HEIGHT ` }1�, a alb O BEYOND WALL DRESSING ENT ASTUCCO.USE SEALANT USED 1 i J C7 SUFFICIENT EMBEDMENT.NARROW J0947'SEALANT IS USED z � � ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION J c � d ANCHORS SHOULD BE SEALED OVERALL _ �,�� F.SHEET 8 z rL d SFJLLINCH/F•LASHWO STRATEGY FOR WATER RESISTANCE OF S. B-� .)w _ = 8' _ 0-� �- tY MA7(.O.C. H.SHEET 9 =W (n INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND ET e ��i § . . MAX SH ET 7 2"MAX �.w 6"MAX.D.C. V V p g 5 qy THE SCOPE OF THESE INSTRUCTIONS, ..- - Z c TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION Z o m Y Z Z 6)MAX 114'SHIMS ARE REQUIRED AT EACH ANCHOR o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ;` x. ELEVATION(TESTED UNIT) (TESTED UNIT) z a z 0 SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 7 p APPLIED LOADS.WOW BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: THEM BY THE WINDOW. 1Y D.C. W5 SHAPES AS SHOWN BELOW OR SIMILAR.MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK 1a GUIDE TO SHEETS: AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. co e$ 7)DESIGN PRESSURES: GENERAL NOTES........................1 MAX ANCHOR SPACING TO BE e`MAX.FROM CORNERS AND tY O.C.MAX FOR ALL CURVED FRAME z Hn A 12 NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS....._.....................«1 MEMBERS,SEE FIGURE 1,THIS SHEET. 3 TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM GLAZINO DETAILS.........,.««.,......2-$ O O Z E1390-09. DESIGN PRESSURES..................25 1YO.C. (-. —WIDTH =i IF'WIDTH--I I-'--WIDTH-H h-WIDTH+I Z Z alaag B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE...........«a MAX. / T r-—— ————� T — —'� T r -� r— '—-1 PRESSURE.STRUCTURAUCYCLE TEST PRESSURE,FRAME INSTALLATION.EQUAL-LEG......7 1 T t LL ANALYSIS AND GLASS PER ASTM E1300a INSTALLATION,INT.FTN A........«S 1 f / r�I I r� I I I I I (3 U.1 3 3 INSTALLATION,INT.FIN 8.........«9 =( �/ E3 m 00 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY........«....«..10 $, / a i +' i I $ I I x I I LL a 0_ DESIGNED TO RESIST THE W=UOADS CORRESPONDING EXTRUSION PROFILE&...............10 1 t TO THE REQUIRED DESIGN PRESSURE.THE 33-1/346 STRESS PARTS LIST.«.............................«10 L I 1 L_ J I L- -J anll year)aeuab INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS MAX PRODUCT.THE 1.8 LOAD DURATK>TI FACTOR FOR (�---WIDTH =( }"�WIDTH--�-I I"'WIDTH-►{ I"'WIDTH-�•I \\\I I I Ilrl�' THE EVALUATION OF ANCHORS INTO WQOD�,�T• i'AB ---'� 7'r- -'1 T r '1 �\�.(1-YNN coaE wro coNracr WITH OTHER DIssI MA •. IYpe : : : : Deaodp$on sneer T T us - SHALL MEET THE REQUIREMENTS OF THEFLQVWABUILDBJfl CODE FOR CORR�ION RESISTANCE-•e)REFERENCES:TEST REPORTS FTL•38M 3860 8 7212 i i 1L J3 1-1/18'Leml.KH 18'T-7/t8'Alr-3V18'An-.080'PVB- 8'HS 3 !X ELCO ULTRAOON NOA;ELOO CRETEFLEX NOA;ANSUAFBPA 4 1•UIr Leml b 18"T-7118'Aft-3118'HS•.OBD`PVB-3118'HS 3 WIDTH+1 (-,-,WIDTH-►I I.-•WIDTH,+•{ '-O « Z T2j Lti NOS FOR WOOD CONSTRUCTION•(2006)ANDADM WIDTH--=i )"- r•W S 7/18'LmN t8'An-.080'SO.3flr 4 - T F ALUMINUM DESIGN MANUAL-(Z�b) . ... . 8 M8'Lmrd He- 80-3118'HS) 4 T --'-• T r" -'� 7'('-- �o •..,.FCORt�P•:'�?� 1 irLmA.L lwT-*IiWA@-X16"An-A90'MO-3N8'An b i T I T I I T 10)THE 720 SERIES USES A PVB IaTEF�Ai�R,THC.920 •• 1 18' Ifl 1ST-V/18'AI-&1$"FS-.080'30-3118'HS b �j •• •• ` SERIES USES AN So INTERLAYER.THEi20AN0 82D 8ERBic3• I I I >f/ ,'�!CS•S/ON AG MAY ALSO BE REFERRED AS THE 701 SERIBIL •• • •"SW'-*VUPONT® INTERLAYER'BY E.I.DUPONT = 1 • • • DENSMOURS 840a WC. • 1 1.. aLYNN�MILLER P.E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: �dr►±�fl +�feaara>�+l•.psi�igr��k7l�l*�gw 7r18•LAMINATED 72 79 1 8D 1 84 88 92 as I 100 104 109412 GLASS STACK r1-80 r/40 +140 +180 +140 +I80 +I8D +140 HAO 080 1 + 80 +l +1 +180 +1 +180 +180 +IAO +140 .0SO'PVB INTERLAYER 34 4180 +! +1.80 0-80 +140 +1.80 0.80 +IAO +160 H-79.8 +/-79.4 +180 +i.$p +180 +/80 r/AO +1.78.7 +/-772 +175.1 +/.734 +/-722 3118'HEAT STRENGTHENED GLASS +m +140 080 +18D +1.781 H-75.2 H-725 +I-70.3 +/-88.5 +1•88.3 3/18•ANNEALEDGLASS PRODUCfRBNBWBD eewmWYroBwl�ihel�ImWa 1I80 H80 r1-799 +1-77.2 H-74.3 +1-71.3 +IBl9 +145.1 +143.4 +/41.8 q 11 au1ldfa8Oode '.42 +/.8p +/10 0.80 H-71.4 +174.3 H-71.3 +1-88.2 +184,7 HA1.6 +159.8 H-59.2 AaoaytanCew 44 +1-80 +140 H-789 +/-75.4 +1-72.1 +1.839 +/86.8 and +1422 +1.69.7 +1-67.5 USED AT CURVED 46 +1-80 040 -1-772 +1-73.8 +1-70.1 +/488 +143.5 H-K.3 +1.67.7 FRAME MEM03ERS ONLY 29 818' �. - LONG SIDE 4 +/-� +1-79.3 +175.8 +1.719 0883 +144.9 0.81.6 +1-88:2 @ 11-718'O.C.MAX. GtAS9 BITE p +/74.1 +/-70. +148.7 .1-031 y-59.7 1-3 lNiamiDade Condo +1.75.8 H-T24 +/.88.8 +1.86.1 +1-81.8 SHORT H-73.8 770.5 H . +1-81.5 EXTERIOR SIDE - a +M.3 58 7.2 +1•70.3 +/80.8 C7 13 a I 6D H- 7 0.85 r a 84 1887 +/86.5 �- '� *�` "* 86 +i883 LONG SIM Tf8 +1 � M NOTES: SHORT Lu a � •,•b 1)B11CK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. SIDE Z 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 Q 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WIDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0, 0 to c�q ON o� N d TABLE DIMENSION MAY BE -� W ' N ORIENTED VERTICALLY OR Z� � W HORIZONTALLY AS SHOWN. UV XN 0 TABLE 3: C5 Q) 'aN fNAO IL WlBdow Design Pressure(+b,psfJ for Glass Type 3 z a z 0 y 07-718 72 76 Be 84 118 02 99 100 104 10942 1-1/18Lam Swe(in) 'NOM. 7fl8•LAMWATED v N 30 4140 080 +180 +140 +6&1 +/.Bp +680 1.80 +1.80 +180 GLASS STACK GLASS STACK 32 +1 +I80 so 140 +/40 +/� H80 +/80 +180 +1.80 H80 SHORT 3/18'HEAT 34 +/40 4140 040 +140 +140 +140 +680 80 0 +/4p +1.80 STRENGTHENED GLASS SIDE ® Z R 36 +1.80 08D +180 H-SO +140 +180 +/4D 040 +IBD +/40 +1.80 3118'TEMPERED GLASS 38 +1.80 N40 +fBD ; H40 +/$0 NAD +6811 +179.4 +1.78.4 H-74.3 3118•ANNEALED GLASS T .� 40 +m +/.80 +180 +1.80 +180 +140 +/40 +1.78.7 N-73 H-70.9 +189 7118'AIR SPACE 0w PVB T QO LLI � 42 +140 +1w ZT 0 of H80 +180 +1-77 +1731 089.8 41 .9 +1-66.2 INTERLAYER I _ NOS 44 +!-SD +140R+I-14 +180 +180 +-778 +/-74.1 +IT0.3 +147.5 +1-63.9 11 O - 0- Q r a 44.80 H-79. +175.4 H-71.7 +•88.1 +1 1 5 LONG Z >� 48 +/ a +1 +1-77.2 H-733 H USED AT CURVED SIDE Z 50 +80 H40H-79.4 0.75.3 H-71.3 +187.5 FRAME MEMBERS ONLY 29 6m 52 '� +/.80 H-71.7 +l- .5 +1-%5 ®11-7fB'O.C.MAX. GLASS SITE LL 84 +180 H-78 +1.71.6 1-3 gnu --a 5 Be +/80 -1-80 +/-73.8 58 +180 +1-79-6 EXT-m-08 W +140 N-77.8 +80 +175.8 • • • • • ••• 10 • • 1�322 21 13 _I SHORT 64 078.8 H-74 �-t Be H-nz GLASS TYPE 3 ' No.58705 0,518r174.9 • ••• _- '• �_ NOM 1 DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TO'DIMENSION TO DETERMINE THE SUCK DIMENSION. 1* 2)FOR SIMS NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. IE 3)FOR ARCHITECTURAL WIND,FINgrTHE SM"T WNDCVJIZE I%THE TABLE 1,80VE WVOCH THE OVERALL D1M£NSIONS COMPLETELY FIT WITHIN. :Off'•,•. STA Y ••• • •• • • • • • • • • • • • • • • •• • • 1//i Il fill% � • •• • • • • • • • • • • • 990, • A LYNN MILLER,P.E. P.E,96sm ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4. Window Design Pressure{+/•,psf for Glass Types 2&4 Long (n) 67-718 1 72 76 w 84 M 92. 98 100 104 'IM112 112 116 120 124 129 132 139 140 144 30 H40 NAD +1.0 H40 +i40 H•80 +IAO +1-80 +m +1.80 H +140 +l40 +IAO +IAD +/-80 +140 +140 +1A0 +IV 32 H40 +140 +140 HA0 + +480 +140 +1.80 H40 +/•80 +1-80 +/.� +180 +/40 HAD H-80 +/AO +lAO H-8D 34 +1.80 +1A0 +/.80 +140 +IAO :1.80 +140 +/-80 +140 H40 H40 ./AO +1.80 +140 +/4D +/Ap +180 36 +140 +140 +140 +480 +1.80 +1.80 +1.80 +1.80 +/40 +/-80 H40 +/40 +1811 +/40 +1.80 4140 ODUC7 RBNB\lBD tgoddx 38 H40 +1-61)+1-61) +1.80 +m +1.80 +140 +/•80 +1.80 +140 41.80 +/-80 +1.80 +1.80 +1_80wmp}yt with ala 40 +140 HAO +140 040 +1-80 +140 +1.80 +180 +1.80 +140 +1.80 +IAO u1WGgCada 42 •140 H-80 +m +IAO +140 +/-80 +140 +IAO +IAO +/•60 +140 Dam 3�,�1 44 H•80 +/40 +140 +lAO H40 .140 +1•80 +/40 +140 +1.80 1 48 +140 +1- 040 +181 +1 + +140 +140 +/_80 YPOd�aA. 46 H40 +140 +1.80 +/.80 +/4D +JAG +1A0 +140 50 .1.80 H•80 H40 H4D + •f 41.80 _ +140 +/A0 HAD +/AO +140 +1-79.1 z 0) 64 +1 +1.90 H40 H-86 +•78.8 d S3 +480 +/•80 +/-BII +/.79.1 SB 140 H40 H•W a •1 N40 +/. .3 n H-80 +/40 84 +480 HAD to +140 07.718 .IAO M X a � •tea BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TOP DIMENSION TO DETERMINE THE BUCK DIMENSION. W a SHORT OR LONG DIMENSION. 0 boy 3)FOR ARCHITE2)FOR NECTURAL WI XYM.SFND THE SMALLEST WINDTOTHE NEXT OW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 0 N N O W a 6 Z L! a zo 2 -ON �1,� 1-1l18'NOM. TABLE DIMENSIONS MAY BE o> d Y sma LAMINATED GLASS STACK ORIENTED LLY AS SHO OR Q Z 7118'LAMINATED C, N 7118'1GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. g W 0 .080•PVB INTERLAYER 3/18'TEMPERED GLASS 3/18"HEAT STRENGTHENED GLASS SIDE m 3110„HEAT 3118'HEAT STRENGTHENED GLASS �.� LONG SIDE W 3118'NEAT STRENGTHENED GLASS EE STRENGTHENED GLASS 7H 8'AIR SPACE .090'PVB INTERLAYER ® t z N� y 4 11 11 SHORT [� 3 N Z b SIDE z W USED AT CURVED USED AT CURVED -►I SHORT �...-- Z d FRAME MEMBERS ONLY FRAME MEMBERS ONLY 29 SIDE o 11-78'O.C.MAX. 28 GLASS SITE @ 11.7/8'O.C.MAX. GLASS SITE � Z c �Oy C7 13 1.3 v w as EXTERIOR �� EXTERIOR F+- LONG SIDE ---r-I LL a 20 13 22 21 13 SHORT ib LONGlllll�l/(17 GL"S GLASS TYPE 4 SIDE 9� SIDE LYNN , • •• • • • • ••• • �: 8705 •� • • • • • • • • • =�C No.S SHORT �':�{- a_ SIDE � �� •�_` �•. g7 E F • ••• •• • • • :��OT�,•FLORVOP•'�U'��` ••• • •• • • ••• • • �.s`S/ONA� • • ` • • • • • • • • • • • 1,111i1111,� • • • • • A.LYNN MILLER,P.E. • • •• ••• ••• • P.E.U6e705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: Window Design Pressure(+6,pet)for Glass'type 5 (in) 7118'LAMINATED Lam fteW-7/8Z2 +1 78 80 84 Be 92 98 t 104 109.112 GLASS STACK 30 +901.125.4801.118.8 +9W.111.5 +901-108.5 +901-108 +901"1048 +901-103.6 +9W4028 +90 40D. +9W-97.9 .080•SO INTERLAYER 32 + -118.8 •901.105.3 +9W-101.8 +901-9.7 +901-96.7 +901-923 +80/.90.8 +901.90.3 049.9 •/•89 34 +801-108.9 +8.98.8 +901-95.1 +901916 +1-862 +154.4 +/$1.5 +180.1 +1-79.8 +1.79.4 3/18'ANNEALED Ci1.AS3 30 +04028 +901828 +158.9 +155.5 +1528 +1-79.7 +1.77.2 ---+T77-r&.1 +1-7.4 +1.722 3118'ANNEALED GLASS with we 38 +801. .4 +14&7 +1532 450.7 +l-78.1 +1-75.2 +/-725 7-70.3 +/58.5 +148.3 4 ODUCT R13NB Florida 40 +>g194.8 +152.8 +/-79.8 .l- .2 +1.743 +/-71.3 •157.9 +155.1 +153.4 +141.8 11 ooptplY6g 42 +901 . +l-�.7 +1-77.4 •I-74.3 +/-71.9 +158.2 447 +/$1.8 +158.8 •1-58.2 USED AT CURVED 3 +1- .9 «!•754 +1721 +/ 9 +1 8 +1522 +/59. +157.5 FRAME MEMBERS ONLY 28 578' OaFe C3y9 46 +1 50.8 +177.2 +1-73.8 +1-70.1 +1588 +143.5 +1983 +157.7 11-7/8'O.C.MAX. GLASS SITE I•�--- LONG SIDE 48 +1-827 - .3 «/-75.6 +/•71.9 +/.58.3 +/-84.9 +151.5 +1582 50 +140.9 +1-71.5 +174.1 +/-70.3 +/487 +153.1 +159.7 1-3 52 +1781 +/-76.8 +1.72.4 +Me +1581 +141.5 SHORT .- 54 +1.77.4 +1.73.6 +670.5 +147.3 +1515 EXTERIOR 13 SIDE rc M-76. •672 _71W6- +145.3 20 i 68 +674.2 +1.70.3 -140.8 L a BO +6727 +189.7 +145 GLASS TYPE 5 z 82 0.71.2 +/47.1 84 -15&7 0.86.5 �-+--- LONOSIDE -•-�••I 85 0583 87-7/8 0$T M NOTES: SHORT LU a 3 ae8 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERL41NE THE BUCK DIMENSION. 2, 2)FOR SIZES NOT SHOWN,ROUND OTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE 0: a 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. � Q c 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL4XG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. )"101., d' BJeO O N TABLE DIMENSIONS MAY BE 0 HORIZONTALLOPJENTED VERTICALLY SHHOWN. z t m W uMoiO g WUWLLX6 UJ TABLE 8: F-Z co O (9 `••m Window Design Pressure(+1:,psf)forGiass Type 7 z a z O N a LL Lm9 Ste 0) .. g W o W-718 72 78 80 84 92 go 100 04 109.112 1-1/18'NOM. m 30 +9-130 +9-130 +8W-13p r9W1 0i-171.8 +901-119.8 +0-11&1 +901.177 +8W-1168 «9-1127 +8W-09.9 GLASS STACK 7/10'LAMINATED a 32 +901.130 1+0-12&1 +901_11&9 +901-114.8 111.8 +90110&1 +901-1043 •9-1024 + _ +9p/-101.4 « .99.7 GLASS STACK I SHORT 34 +901.1 1 -18.4 +8-111.7 +9.107.8-;b-.To-3.6 + -99.7 + .3 .g0/4L1 +90190.8 1.90 +159.8 3/16'ANNEALEDGLASS -�"1 SIDE ® z 36 • •116 +9W-10.8 +9W-104.8 •9.100.6 +90150.8 +�I4&3 0-90 457.3 054.9 + 3 051.2 3/18'TEMPERED GLASS 3 to 38 -SM-111111.2 +9.104.2 • -97. + +9W4L1 + 2 +144.9 +15.9 +7.7 4 -+-/-W-4 +/-74.3 3/18•ANNEALED GLASS 40 - 9 • 8 • 434 +� 1 +1 .2 0.64 +1$0.5 +/_78, +673.6 +/-70.9 rf59 7118'AIR SPACE .090'30INTERLAYER 0 W 42 2 412 0 .4 +40. 0-77 +J-731 +/.�.8 +/-88.9 +/5&2 z 44 -07 • .1 +15&1 456. +.81.4 0-77.8 +174.1 +170.3 +147.5 453.9 11 � O � Z Nov 48 - 5 •91.3 +157 +.83.2 +/- 4.784 H-7.7 +14&1 +1451 5 LONG O r W 48 +M4&5 +M6 0954 041. 41-17.2 +I-733 +149.5 +/458 W +901.91.4 +W.6 +1437 +679.4 475.3 +1•713 +147.5 USED AT CURVED 6v SIDE W ?� E12 +14&4 +/455 +14.6 +1.77.7 +f.n5 4595 FRAME MEMBERS ONLY 29 GLASS SITE U- In 0. 0 .5 +1 4 +1.79.8 0-76 +171.8 (�11-718'O.C.MAX.+6858 0$1.4 +1-77.6 +1-73.81-3+Me +1•79.4 +1.76.4 Rl +150.4 0.75.8 +173.5 • 22 21 13 , SSIDE ``�a��ON�4CEN FAI+1-7&8 0-74 • • • •+1772 . . ... GLASS TYPE 7 074.9 • • '• No.58705 ' t)TM BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. •ro �" 7 ) ®'!Y 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION• x) W 7 3)FOR ARCHITECTURAL WINDOWS,FIND E ST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. STATE F 4)THIS SHEET APPLIES ONLY TOFLANGgNDEQ IEOW04$dWS.DONOT USE WffRFIN-FRAA7EDWiNDOWB. FCOR\OP.•''G\�� • • • • • • 0`S�ONA1 �?``�• ••• • •• • • • • ! 1j1711111�� • • • • • • • • • •• • • • •• • • • • • • • A.LYNN MILLER,P.E. • • • • ••• • P.E.868705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 7• Window Design Pressure(+l-,petit for Glass Types 6&8 LOW (• 87-W8 1 72 78 90 84 88 92 98 100 104 1(10,112 112 1 118 120 124 128 132 138 1140 144 30 +901.130 +W-1 +90!430 ;W--1Z--7W-13D- ♦901-130 +901.130 •901-130 +901.130 ♦901-130 ♦9111-130 +W-13D •90!•13D +0111-113D +9(y-130 +901.13D +901.130 +1X11.130 +80/•130 +W-130 32 *w-30 ♦901-130 +901-130 +901.130 +90J-13D •90J-130 +901.130 ♦901.130 +W.130 +90/•130 +W.130 +901.1 +W.13D +911.130 +0I-13D +�/-130 +907-130 •90i-130 -7WI-3-0 34 +gW-130 +9111.130 +90143D ;911 0 -+90f•13D +�1-130 -M-130 +9 430 t90/-130 +�f•130 +9N-130 +gW-130 +911!•1 +901-130 +9Q7-130 1901-130 +801.13ODU 0 yy,gwimihaFiwida 38 1901.130 +990-130 +9111-130 +911-1 ♦0.1 +9111.130 +0-130 +W-130 til-13D 1901-130 +890-130 +9 .30 +Wf•13. ♦ -130 +907-130 +90!.130 38 ♦901-130 +9W-130 +906130 +9111-130 +990.130 +901-130 +!•1.130 +9Q1-130 ♦990.136 .90f•130 + _130 +901-130 +907.129.2 •90/•127.3 0.0 40 •990.1 +8�-130 +90!•130 +901.130 ♦w-130 +91)/-130 +801-130 +901.130 •130 ♦ -190.8 +901.123.2 +901-1 Dote 42 + -130 ♦901-130 +990.130 +901.130 ♦ •1 +9W--130 +901-4 +W.129.3 + •123.2 r _ 9.T +990.118.4 y 44 +890.130 +9W-1 +990.130 +W-13D +001.130 ♦9W-130 +901.1 +9d-124. +990.119.4 +9W-115 +9W-130 +g0i_130 ♦ -901-130 ♦9W-130 +901-1 +W.120.9 +W-120.5 •990.115.3 411 +9W-30 -0-13D ♦901-130 +990-30 +990.130 +W-120.7 +9-•123 +890-116.5 *9--130 +901-1 +9W-130 +W.13D •90'-128.2 89.41.119. -1 +0-130 +990.130 •990.130 ♦990.130 +88.81-123 p 54 + -130 +990-130 -0 -0-430 +88.81-127.1 50 +990-1 *90!-130 +9-•130 +89.41-120 c 56 +990-130 +9W-130 +9--130 so +90_731) +901-130 +89.61-128. "' 62 +921-13D +9--130 t 84 +906130 +W-13D 88 +90l-130 M e7• +906130 a 3 1 DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE T9'-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 02)FOR SIZES NOT SHOWN,ROUND o 3)FOR ARCHITECTURAL WINDOWS. IND THE SMALLEST WINDOW P TO THE NEXT AVAILABLE SHORT IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ()N 04 04 e1� 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE PATH FIN-FRAMED WINDOWS. O W -� EDu E z og WZ TABLE DIMENSIONS MAYBE 1�- m�Y Z Q ORIENTED VERTICALLY OR o O O d 1-Ills,ROM. HORIZONTALLY AS SHOWN. Z d Z J O 7118'LAMINATED J GLASS STACK 7118'LAMINATED LONG 4OLASS GLASS STACK SIDE ;�QLASS STACK 1- HEAT STRENGTHENED GLASS � LONG SIDE �Q F`8G INTERLAYER 3118-TEMPE4-ACE 18a4S18'HEAT 3118-HEAT STRENGTHENED GLASS � Z3118'HEAT STRTRENGTHENED GLASS 711 ,690-SG INTERLAYER SS DET O W SHORT � Z SIDE O 3ZUSED AT CURVUSED AT CURVED -I..FRAME MEMBERS ON518' FRAME MEMBERS ONLY 518' W (711-TAY O.C.MLASS SITE (�11-71W O.C.MAXGLASS BITE --f LONG SIDELeiaEXTEXTESH ORT F ,(/ LONG `�� y LYNN M• • • • •• a 13 SIDE y/ SIDE � QC1L.NN. /(�� G SS TYP • • • • • • • GLASS TYPE 8 �1cENSF ''• p • •• • • • • :0:•• • 1 No.58705 SHORT �, --D u• U Z SIDE STAT 'F 3 r•�� ••• • •• • • • • • �r171rIIII�'�� • •• • • • • • • • A.LYNN MILLER,P.E. • • • • ••• • P.E.858708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • f • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD SUCKSTRIP, TYPE A {.� 11C MAX SEE NOTE 2,THIS SHEET • ' EMBEDMENT t SHIM TYP.ANCHOR TYPE.EMBEDMENT AND — EDGE EDGE DISTANCE PER SUBSTRATE, EDGE DISTANCE PRODUCT1U3149.WBD 8 SEE TABLE 8,THIS SHEET _e m aomplYioB wttb Ne Fbrldo DISTANCE 4 "� -� Cede 1/4•MAX <. c.:. Dere f ,1 m 1 SHIM 1 _ 4 -� i , •tienillaQeP�dCimaol'y TYP.ANCHOR TYPE, EMBEDMENT AND EDGE y 11 DISTANCE PER SUBSTRATE, ' SEE TABLE 8,THIS SHEET USED AT CURVED - 11 EXTERIOR "a:, b 29 FRAME MEMBERS ONLY w «� CONCRETEOMU PBRANCHOR V�BLELIGHT WIDTH = REQUIREMENT WINDOW BUCK WIDTH-2-3J4" ';` ��rr, .'?, .- .- WINDOWSUCKWIDTH CONCRETEPCMU c'`) y 1 WINDOW EICTEF00R TIP TO-TIP WINDOW WIDTH PER ANCHOR a O •nea BUCK 7 REQUUWMNT a 3 HF1°HT IW MAX.SHIM HORIZONTAL SECTION A A ^ o TIP-TO-TIP - 'r O .if W cN5 WINDOW a12 BTEEL _ 0 ti z d HEIGHT VISIBLE SELF-DRILUNO SMS r LIGHT (05�SEE TABLE 8. u ° TABLE 8: S 7 lAator UUTHIS SHEET O :3(� asIoW Zm o t7 0aa SUCK a H 2-3fe INSTALLATION "�, 4112 or ala 410 88 Sorew "0n "•'' o. 1 z a z o 2-3ra• A35 Steel 3w METHOD Db' cn min. 3W Ir g O0 INSTALLATION ANCHOR : r Z rp UNDERNEATH O THE 8 ••T Im-woo t st" 1 2. O ;... EXTERIOR `4- ;_.; �a ® N 10.5 MIAMI - D MULLION �>M' 1-114• 12" ? co U4.410 88 CreloFlex Com( 3.38Iroq I. 1.314• iT p 21 (SEE ALUMINUM. ,(;Z a' 12• 6 N 8 STEEL FRAMING OR STEEL STUD. ` -- " e!°3 SEE SUBSTRATE PROPERTIES, _1p�, • -/ 1—'�",'' w N�V 5 TABLE B,THIS SHEET GMUted CM. C N 2- 13x4• 12' 0 C9 n a? 1!4'MAX SHIM CoamMo(Mn,3. - 4• 1.314• 1 Z It ,� s18'8/wl USreoon GwoOea CMU c-:to 2-1rY 4' 1z• LL � zt 6. MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. .,� elN1 •aeap aeys 1X WOOD BUCKSTRIP, SEE NOTE 2.THIS SHEET LY0 00 NN CRFTE#ER EMSEDME4, #` •i rr d•'.:. AN•HR •OINSTALLATION NOTES: •.'� �" .o. ...•.• •.•�.��'• s.. AUlFIEMEN! ><t N0.58705 —_ • •- t •ti.,r. • • • 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. = II i 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1AW.1X WOOD BUCKS ARE �-r a INSTALEDGE LATION I'�� OI EDGE TY'.ANCHOR TYPE,EMBEDMENT OPTIONAL'IF UNIT CAN BE INSTALLED DIRECTLY TO SOUR CONCRETE.WOOD BUCKS DEPICTED AS•2X ARE 1-112'THICK OR GREATER. �•.� S A .TYPE B AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �0,�'•., A'LOR\VA, • ••• •*SUBSTRATE,SEE VILE 8,THIS SHEET JURISDICTION. ....• VERTIC/4'i,•$ECTION B e ; • ; �''�,SS/GOAL��`�� • • • • • • • • • •• • • 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • •• • • • • • • • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NQAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,PZ • • • • ••• • PEA W05 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRO• INSTALLATION INSTALLATION EDGE ORFRA INO.SEE TYPE 0 TYPE F DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X W E 2.THIS TRtP. ' EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION 114'MAX TYPE EMBEDMENT L SHIM TYP.ANCHOR TYPE,EM13EDMENT AND EDGE DISTANCE SUBSTRATE, EDGE EDGE •:.a,., u g SEE TABLE 8.,THIS SHEET .'-•` o13TA14NCE Rte.RLTNBWBD ''��' oomplyingwtOtthe PIa71de D DISTANCE � —1f f elldt L MAX No IW 1,q 2 SHIM .. .'i' •a:� 4 B 7YP.ANCHOR TYPE. .. .—._ Iemi pada ProduotContro EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, 11 EXTERIOR SEE TABLE 8,THIS SHEET USED AT CURVED %••- 1--1 29 FRAME MEMBERS ONLY .°• :..i ;- 4 91 11-7/8'O.C.MAX. v VISIBLE LIGHT WIDTH= 5 CONCRETEICMU n PER_ -- WINDOW BUCK WIDTH-2-3/4' •° rc REQUIREMENT ---- -- WINDOW BUCK WIDTH ;r . CONCRETEJCMUWINDOW PERANCHOR M X BUCK HORIZONTAL SECTION C-C REQUIREMENTa �� O+T 1/4'MAX.SHIM {+ --- r to. a04 SELF-DRI BLLWG SMS STEELfl 0 M A W N VISIBLE (08).SEE TABLE 9. O Ii Ij z d LtGHT THIS SHEET TABLE 9: z U) HEIGHT= Artabor SLdmtrete Min Mie.Embedmetd 50��max 0.0 V V O� •aN WINDOW BUCK . �. 1 ' Z 00 O U0 eµ0 HEIGHT- 012 or 0t4 410 SS Somw Alumlim a W33-16 Milt. O O 2-W4* INSTALLATION A36 Steel 3w0 —Ir z a z TYPE H 6FWi GT min 3X8• 0.047088811' 12' 1= z P.T.Souihem PNe(soQo.ss 8X15 1 1r g O 0 EXTERIOR Alumimtm, TB min. 318' 0.083" 1r 812 or 014 stee0 Screw(GS) Steel 318' 0.083•• 12" I•: `Q7y Steel Stlel,Oc 33 rrdm 3141" 1 0.045 18 Ge• it MIAMI-DADE APPROVED MULLION 1X4.410 SS CreteFlex Ungtoutad CMU, STM C40) 2.1tr 1-114" 12' Z Z y 21 (SEE SEPERATE NOA),ALUMINUM, Conotate(ein•9.36 kid) 1.1. 1.314• IT �$o STEEL FRAMING OR STEEL STUD. COnotete ttdn.2.86 1' 1.3tr b e 9 SEE SUBSTRATE PROPERTIES, 114"Steel U ltteaon2'88 2.1lr 1.3/8w' it ! TABLE 9.THIS SHEETUngroOted CMU.(A C•80) 2-1lr 1.1/4' 12" p 5 G ww TM Ca10 2-11r 13/4' 1r x114'MAX SHIM tete(min.3.8 1-1/4- 13/4' 1r 5/15 Steel UfireCon p�tod C 7M C.90 2-U7 13X4' MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. eptl -asap esuag 1X WOOD BUCKSTWP, ter. •'..••_.!:YSEENo.E.17113..EET ` �0ON�lYNN49/��`'c'O��' ,.a•. .R:.•. •... fX1YCRETE�ER . �`c;.• I,IGEN3F EMBEDMENT :+ ..•.: •'.'.<• �•'. AN6HOR • INSTALLATION NOTES: '•-T¢ • REgOTMEN11 _ No.58705 •:" �'" •i. • • 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. .. .. 4 INSTALLATION I EDGE 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS 13 LESS THAN 1-IM.1X WOOD BUCKS ARE - 0 '•CA 0 - TYPE F I�— TYP.ANCHOR TYPE EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2)C ARE 1-1/r THICK OR GREATER. ��O 7 � 13 (� DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGNEF_RED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING STAT F <!/ • ••• •• SU1'lS7RATE SE!TABLEl,THIS SHEET JURISDICTK)N. F �C! VERTI&I.SECTION VD • • • • • • ''i`S'S • • • • • 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '�!/j I • •• • • • • • • • • . . . •.. . k.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. REA65705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE '—�I EMBEDMENT �' OR FRAMING SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THFS SHEE? - SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE INSTALLATION DISTANCE DISTANCE 1S/H MAX EDGE DISTANCE IM TYPE 1 2X WOOD BUCKSTRIP a 2X WOOD BUCKSTRIP PRODUCT RBNBWBD OR FRAMING,SEE OR FRAMING,SEE Buildingt1di,tM p�ptpMng irlW ilm Florida NOTE 2,THIS SHEET NOTE 2,THIS SHEET Code /'1�"D ldo V 1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND tl e 3 SHIM EDGE DISTANCE PER SUBSTRATE, 4 6 SEE TABLE 10,THIS SHEET M1md Dado pry oNro _ EMBEDMENT 11 3 EMBEDMENT USED E CURVED a EXTERIOR 26 FRAME MEMBERS ONLY ,i 3 @ 11-7/6'O.C.MAX. "+ 11 EXTERIOR W04XMN 4 11 M Y HEIGHT VISIBLE LIGHT WIDTH 1/4'MAX.9HUN —►{ �+-- WINDOW BUCK WIDTH-2.3/4' WINDOW BUCK WIDTH }N � 8100 O 48 R N N Q' VISIBLE INSTALLATION _HORIZONTAL SECTION E-E o a! o Z �, c z Ed vam HEIGHT, TYPE L WINDOW U Z O 5 BUCK 010 STEEL m HEIGHT- SELF-DRILLING SMS T O p 2-'F (G5),SEE TABLE 10, '- �z n:z O THIS SHEET ILL TABLE 10: v O Anchor Substrate Min.Edge Max.O.C. a0 Distance S OI F 2-1112"x.1 BOX Nell P.T.Southem Pine O=0. 6/16' 6 Z Z 145 2.112"x.131"Common Nall P.T.Southem Fine 0=0.85 3/6' 6 O F 2-112"x.146 Roo Nall P.T.Southern Pins 0=0.86 3/6" 6 � F- z 21 S 2X WOOD BUCKSTRIP 4�� EXTERIOR P.T.Sgdhern Pine G=0.66 1Y1° 6 Z OR FRAMING,SEE #10 X 1"Steel SoraW 0.09r Ahdeltwm,8063 T6 min. 8H8' 6 LL _ NOTE 2,THIS SHEET � 1/16 A36 Steel 6116° 6 O 3 r 6 0.046 18 Ga Steel Stud Gr.33 616° 6 O Z n ao �1/4'MAX SHIM SEE SEPER APPROVED MULLION (SEE SEPERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. STEEL FRAMING OR STEEL STUD. LL lL SEE SUBSTRATE PROPERTIES, 000 'os9a INSTALLATION TABLE IO,THIS SHEET TYPE J E$ BPIK: ••• �`��N�1cENSF/4�F9��'; • • • • • INSTALLATION NOTES: R'•' •'•, ••• • .: • • • TRP. 'ICNORRYPQ EMSEDMENT i,1113E ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.56705 IR ' �-- EMBEtlM11ENT • •AAD EDSE DISTANEE PER _ ti'i6z •, D,_ SUBSTRATE,SEE TABLE 10,THIS SHEET 2•WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112'.1X WOOD BUCKS ARE -O'•- 13 = OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS Mr ARE 1.1/Y THICK OR GREATER. '. SAE IF !j VERTICAL S6f'iTil ON F-F. • • INSTALLATION LLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING i�t� '•. FLORIOF•'(�� • • • • • • • • • .,AC`S •••...,... • • •• • ••• 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ��/S�QNA\- • •• • • • • • • • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. • • • • ••• • A LYNN MILLER,P.E. P.E.R58706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SUCK-S EDGE OR F�NG SEE INSTALLATION TYPE M EMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY,1 FOR THIS INSTAIJATION 14-MAX ANCHORS MAY BE NO METHOD ONLY, •MORE THAN g'O.C. SHIM 'ANCHORS MAY BE NO EMBEDMENT - • IX WOOD MORE THAN S'O.C. THIS S SEE , 2X WOOD BUCK3TRIP NOTEE 2 2.,THIS SHEET PRODUCT RENEWED OR FRAMING,SEE '.r: m oompiyb,g with Elia Florida NOTE 2,THIS SHEET BnilAmgCade 3• D AoeapimEca No --11/-PMAX TYP.ANCHOR TYPE,EMBEDMENT AND �• 8�hett�EtDa, 3 SHIM EDGE DISTANCE PER SUBSTRATE. ' q TYP.ANCHOR TYPE, g SEE TABLE 11,THIS SHEET e6heGrmOau EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, a 11 SEE TABLE 11,THIS SHEET 3 USED AT CURVED EDGE n EXTERIOR 28 FRAME MEMBERS ONLY DISTANCE EDGE (t-1 @ 11-7/8'O.C.MAX. v.'.•.� .. DISTANCE CONCRETE/CMU r ' PERANCHOR REQUIREMENT CONgiET'E/CMU µ1 M S2 BUCK 1„�� VISIBLE LIGHT WIDTH- 1 6 PER ANCHOR g a 3 '^aN HEIGHT 114'MAX.SHIM REQUIREMENTEXTy WINDOW SUCK WIDTH•2314' p WINDOW BUCK WIDTH E�� N ti a7ao ' VISIBLE HORIZONTAL SECTION G-G J`/L o iL' § INSTALLATION TYPE O 9 Is r` LIGHT Z O u. HEKiHT' FOR THIS INSTALLATION U U X� = vN WINDOW 'METHOD ONLY, TABLE 11: Z BACK ANCHORS MAY BE NO A6n.Edge Mex.O.C. O Y r 2IGH - •MORE THAN 8.O.C. Anahm Substade Dletan00 Min.Embedment 3 E. O O O o P.T.Soathem Nt 1308' 8' O Z c Z LL #12 STEEL #12 of#14 410 SS Stxata Alumm mt W11344 rola g O SELF-DRILLING SMS A�Steel 3J8' 4083'• 8• rn Steels Or.3$ 318' 0.068'18 Oe• S' (G6),SEE TABLE 10, F- E TA SHEET P.T.Soulbom Phte G=0. 0113' 1318' it y >saas #12 or#14 Steel Somw(G6) Alum1 A30 Steel mtn. 318' 0.083'• 66' Z O 21 TYP.ANCHOR TYPE, EXTERIOR Steel Or.33 min. d 1S Ge• 6' 0O Z EMBEDMENT AND EDGE routed CM ABlbl GSD 2-V2 1-114' 12 pZ B DISTANCE PER SUBSTRATE, 114'410 SS QeleFlex Corwrete(min.3.38 k 1' 1.3/4' 12 a N SEE TABLE 11,THIS SHEET Owmete In.2.83 kel T 1314• 12 O 3 y b MIAMI-DADE APPROVED MULLION 114'MAX SHIM Cmrotete In.2.86 ke1 2-1/2 1.318' 12 yt� g Z STE(SEEELEFPERATE RAMING ORA).ALUMINUM,STEEL STUD. 1l4'Steel llareaon CMU,ASTM G80 2.117' 1-V4'. 12 i3 LL LL SEE SUBSTRATE PROPERTIES, Groukd TM G80 2-U2 1314' 12 TABLE 11.THIS SHEET 8118'Steel ltareoon COMM �•3.6 k 1-VM1 1.3/4' 12 a#11 -,aea sero INSTALLATION Grouted CMU TM c90 2-V2 1314" 12 TYPE N 1X WOOD SUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. t I 1 I 1 I I l •,..•. iEE NOTE 2.'Ril.•SHEET `ON......... Ml�'''�,, .• •s/ •' • • • `` •��•' GENS '•�F r INSTALLATION NOTES: V P '•. EMBEDMENT • •h-v• • ••• • �. de•.' a i'•+ ,••: • • •• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. *' No.58705 �= • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE ' OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-11r THICK OR GREATER. EDGE • . INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SAT1 DISTANCE ••• •• • • • JURISDICTION. • • • • • • • • • 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME s5'F<OR10P.•�G,�� VERTICAL:SEGTIdN H-H • •: �, • • • • ••• • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER W84DOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LY'; I tLLER,'P.E. P.E.069706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE 8 EQUAL-LEG FRAMES FOR FIN FRAMES I-RODUCf RPNL'\VED rd ea I Y us 1,401 ilia Flodda Ouildias Codo03 Ame24wce No � ANOLED/CURVED ANGLED/CURVED FRAME ASSEMBLY FRAME ASSEMBLYW*CORNER 90'CORNER ' FRAME ASSEMBLY C FRAME ASSEMBLY Miami Dade metro J tj I a I I 10 fAFL�ANGE ALL CORNERS TALL CORNERS TOUSE GASKET I USE GASKET ANDIOR SEALAN / AND SEALANT EQUAL-LEO FRAMEFLANGE FRAME D 0EGFRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIORAND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS 0ME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS ATO SCREW BOSSES.SEALANT AT ALL CORNERS d SCREW BOSSES.SEALANT AT ALL CORNERS T �t1 t$ W I�JI 30 U V_ X N F-Z 000 O t9 �nw n� 00 O a 2.784• z.7ea• z.7e4• z a z p LL .094- -►J 4.1� .094' �•L L•� .094' -+-I L+� v („) O 0 TABLE 12: .014' 062• .074' 062• .074' 082' Z Item }--- 1.376' 1.378' F- U) 7oo4S # PGT Pert# Description Material 1.a7s ® z Z 500• .439• 600• 438• O 1 4263C Flared Frame Alum.6053-T6 1.009• r 060. O 2 4256 Equal-Mg Freme Alum.WS3•T6 �• �-�{�- •�•10a0� -+{{�- .O50ie0°c �� f0.0°8 t] was 3 4266 Integral Fin Forme Alum.8083.76 FLANGE FRAME 2 EQUAL-LEG FRAME 1.126 .077 p z 00 4 4265 7H6 LamL Ok+es Bearing Alum.608376 0#4253C,8083-T6 O #4285,0063-T5 -- U 6 4254 LG.Glass Seadng Alum.6083-T6 O FIN FRAME X O a 8a 4270 Installation Fastener Cam Alum.608376 #4258.8083-T6 u m ants •mea aeNes 6b 4224 Installation Fastener Cam Rigid PVC 10 700 Gasket(at 90°corner joints) Polyethylene �►{ .970 f f+ .34s• 8891.037• \�.\\�N•(LYNN 4f, 11 TP24718 Vinyl Oulb Weathersgip •• 000 FUx FWC.Dara 85a+!• •• els �� .......... • !� 13 Dow 899.GE 7700 89focR•or Equal. • •• • • • i 675• .r; \CENSE'•.,'P i 20 718M Setting Block,Morro.3118" 6 x 4 9 • 8C-?-3 •• �`I� � T— I �- '060. .05W = �: No.58705 21 M04AK 18stfing Block,I.G.3116 M32-1 914 Nene,OSro.W+/• •• T 22 DURWK718 7116 DmSeal Spacer 7118°t AMl I.G.GLASS INSTALLATION Q nil 29 #B x 1-114°FH 8MB stainless Steei 4 GLASS BEADING 5 BEADING �8 FASTENER COVER ��'•, STA7 #4266,6083-T5 O#4254,6063-T6 O #4270,6063-T6 ��`� .,k{pRypP,•'G\`� 30 781PQX #8 x f Quad PHS ••• • •• • •eal ••• 00 0 '� sSi 0NA�- • • • • • • • • • •• • • • •• • • • • • • • A LYNN MILLER,P.E. • • • • ••• • P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v r MIAMI•DAQE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.mIamIdait&ov/egonomv ice # Via; COPE: 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 APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details— LM & SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of eut_PxQ� of Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ...• TERMINATION of this NOA will occur after the expiration date or if there hag bepja revisimer R change•• • in the materials, use, and/or manufacture of the product or process.Misuse of this•NOA as aulerIftsement •. of any product, for sales, advertising or any other purposes shall automatically ir! ale this IMA*FailuN* to comply with any section of this NOA shall because for termination and remova*C jtNUA. 0000 :.... ADVERTISEMENT: The NOA number preceded by .the words Miami-Dade•Bounty*-rokdda, and... followed by the expiration date may be displayed in advertising literature. If AdI1itDrtion 4f Jhe JTOA ia:••• .. .. ...0 0000.. displayed,then it shall be done in its entirety. . INSPECTION: A copy of this entire NOA shall be provided to the user %(the manufacturer or lt§.,:. distributors and shall be available for inspection at the job site at the request ofthe Building 00th V . This NOA consists of this page I and evidence page E-1,as well as approval document;nentione6above. :"••: The submitted documentation was reviewed by Manuel Perez,P.E. •• • n % RE Cfl • ► Page 1 1 . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10,dated 08/08/12,signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont ButaciteS PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours*&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,eiFpirrig on JM74/17. 0*0*:• F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 201N.4ated Dermber 1q;••- 2012,issued by manufacturer,signed and sealed by Anthony firm NliIIer,� *0:060 2. Statement letter of no financial interest, dated Decemb8f:Td; 2012,.tfted by'.- . .. ...• manufacturer,signed and sealed by Anthony Lynn Miller,P. ...... ,- • 3. Proposal No. 12-1499 issued by Product Control, dated July-31, 20V, signed Manuel Perez,P.E. G. OTHER •• • 1. None. Manuel 21er .,Product ControlrNOA No. 9 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 68e'LAM1Np7� m8'LAh9NATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK GLASS STACK CASEMENT WINDOW T "rOupmSOP -YAC -: T T 118'ANN SWACIIPONf 9n8 ANNEALED _. x��V _'+ BUTACI7E PV8 HEAT�8TRENGT R •..., �. 3n8'ANNFALEDO 11W ANNEALED t GLASS GLASS LA STREINDTHENED ry. _ 39 GLASS EXTERIOR 38 I lz a ' a QN36 • 2tL� 38 01111111111111111 „HB'GLASS BITE 11116'GLASS BITE 3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY.USE ONLY MIAMI•DADE B,SEE SHEET 2 3 3 COUNTY APPROVED MASON(ANCHORS.MATERIALS USED FOR ANCHOR p 80 EVALUATIONS WERE SOUTHERN PINE,ASTM COD CONCRETE MASONRY UNITS q 32 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLE 3.8HEET 4. GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 144 THICK ARE TO BE CONSIDERED 1X i \ y----- - 74* INSTALLATIONS.IX WOOD SUCKS ARE OPTIONAL IF UNIT 18 INSTALLED 111 718'NM Tir KOK DIRECTLY TO SUBSTRATE.WOOD SUCKS DEPICTED AS 2XARE 1410 THICK OR A \ A,SEE t)';I3; S�STACK 6rUMMATED STA �) s16'LAM NATEO GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY SHE GLASS STACK GLASS STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION ,; va Ata�tEDGuss 3W ANNEMMOR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. -•'",•r 711WAMP - ,0 rDWONr 1K'AIR3PACE REATBTREAbTHENE0 GLASS 6)ANCHOR EM�DMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING - _ IW ANNEALED OR BUTACITE PVB 2RW ANANNEA� A90•ouPONT80P OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON 7 TEMPIMO GLASS t•'ANNEAtED 38 HEATSTRENGTHERED GLASS TABLE 3.SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF gg� USE ANCHOR mAss THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE �-+I�� PAIR AT EAGPI Ex1OPoDR ,�' SEALINGIFLASHONG STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT r / CL JAMS IF —� SHALL BE DOS BY OTHERS AND 18 BEYOND THE SCOPE OF THESE HEIGHT W HEST jS 3T 11118'GLA&4 BITE � 11/18'OLASS BITE INSTRUCTIONS. (DLO) / / 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS _ _..3 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 91 31 80 APPLIED LOADS.WOOD SUCKS,SY OTHERS.MUST BE SUFFICIENTLYAKCHORED = 32 32 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / - 7)DESIGN PRESSURES: GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, / ?W NOLL FRAME ANALYSIS AND GLASS PER ASTM E1300. GLASS STACK ms•LAIMNATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL/ GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. l 31WAArNEALEOOR jWAIRBPACE NE T.4TRENGTHE06LASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO FAST THE 3N8•TEMPERtp .om•WPOM8t1P WINDLOADB CORRESPONDM TO THE REQUIRED DESIGN PRESSURE.THE RZ 33.113%STREW INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o�tns9 HP.w�r �NED PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF >�+T'MAX GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHERTERM ` ___TDISSIMILAR MATERIALS SMALL MEET THE REQIAR1%VNF8 OF THE FLORIDA 3('VISIBLE EX�7 BUILDING CODE FOR CORROSION RESISTANCE. OPENING(DLO) '37 11116'GLASS BITE 9)REFERENCES:TEST REPORTS FTL-7006,3679,3680.3724.ELCO ULTRACON - - _ _ 3 NOA:ELCO CRETEFLEX NOA:ANWAF&PA NDS FOR WOW CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 3132 81 M . .�- _ _.• �a se aPProvedaseo�yN6gaithlly TABLE 1: GLASS TYPES 8&9 Date eidt e t t l I(tit, tllQA• Glees Types ••• ••i s i :•• � (LYNN M��7,i7i' owsed Sr. note: ReNslon: M I _ _ ,� a� •'LICENSE .�F .. .. ,.-�.. JE NOTES.».......».»»............1 �.:• ••'p i Dote: Re W—, i 2NPORR" ON».......»...........»» » ..1 Rovteed ey 3 7 Lend 10 HS-.09V 3QP-3118 7 0 DETAILS............. .. .»1 ;' No.50705 ;* 4 783'Lemd.IG 183•An-7118'Ali-V8'An-.090'PVB-I/8'AR b INSTALLATK7N...»._...»...»»»...__2 _ : - D,ow ny ASSEMBLY TUBE DETAILS-.....»»..3 - _ ® Dtp8°°° 6 7/8°Lem1.IQ 1 T-7/18'Air-1/8'An-.090'PVB-1 An B ANCHOR '� �� GLAZING DETAILS J ROSOWSKI B 718'Lww.1G IWAn-1WAlr-31101 An-.0l1PSCIP-3/16•An) •e :, 31813;' ��i1OR ITIE3.»................»4 O FTA E �/!/: 1070 TECHNOLOGY DRIVE mte: Dote 7 718'Lend.IQ(3116'An-1/4e Air-3/1 -. SGP- HS ESM P �UFRES....» . ........6 9 T •, 8 718°Lalni.ICN W T-1/4' r-3110•f1tL aQ80'iiGP y0/1 TAlLS/80M.». ».»10 �i �ORiOP,.•' \ N.VENICE. FL 34275 i�S'Sj EtJG�` P.O. BOX 1529 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 9 7/8'leml.IQ 10'T-114'Air-3118"HS .080 3/1V H• ••• • �,,,,pNAL 11�L NOKOMIS, FL 34274 Se�tes/Modet: Scute: Sheet: Drovtn0 No. Rea A.LYPUN MILLER,P.E CERT. OF AUTH. $29296 CA-740 NTS 1 OF 10 MD-CA740-LM P.E.F 6870$ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATIONINSTALLATION OPTION 1 EDGE INSTALLATION � EDGE DISTANCE OPTION 2 DISTANCE 1 ' OPTION 4 INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS DIRECTLY INTO METAL. PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 2 J ATTACHED TO 82 TYP.ANCHOR SHIM 1b 18 FRAME SILL 10 11 TYPE. SHIM ATTACHED TO J,tp EMBEDMENT 1•` VENT SILL 89 13 912 STEEL ANDSELF-DRILLING b 1 DISTANCE PER 81)EDGE , 4 8 32 38 12 SMS,SEE TASL SUBSTRATE, 20 _ 3,SHEET 4. 22 23 4 SEE TABLE 3, O + SHEET 4. ,j. O 3 DADE APPROVED 60 gX3E 18 MULLION,ALUMINUM, 36.37 8 DISTANCE 38 39 STEEL'FRAMING OR STEELSTUD. ATTACHED TO 82 I 82 ATTACHED TO VENT SILL 38-37 81 FRAME JAMB[ 13 EMBEDMENT 1 24 I VISIBLE LIGHT WIDTH(DLO) 3 6 83 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR EXTERIOR ATTVENEJAMMBB r OPTIONAL ADDON SEE TABLE 4,SHEET 4. — n RI L WINDOW WIDTH v 12 FLANGE 0 HEAD, SILL&JAMBS HORIZONTAL SECTION A-A EGRESS FORMULAS: WINDOW 61 11 SAE BELS �— WIDTH,WASH HINGE:WINDOW WIDTH-13-1/2 HEIGHT `IAMB NOT£S: NOTES: WIDTH,EGRESS HWOE:WINDOW WIDTH-7-112 VISIBLE 14 10 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WIN�W HEIGHT-8 GANCHORS LISTED ON TABLE 3,SHEET 4. / COMBINATION UNITS, LIHT LIGHT FOLLOW EMBEDMENT AND EDGE / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: BUCK DISTANCE LIMITS.ANY INSTALLATION10.MAX, ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 (DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY h INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. / I WINDOW FRAMES AT IV MAX. ATTACHED FROM EACH SIDE OF THE FRAME AT AT-TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-112" ASSEMBLY TUBE CENTERLINE. THICK ARE TO BE CONSIDERED 1X �!�. SEE TABLE BELOW. ATTACHED TO ® JAMB INSTALLATIONS.IX WOOD BUCKS ARE rM FRAME JAMB ® OPTIONAL.UNIT MAY BE INSTALLED Additional Ar4m Required sn 094h dl DIRECTLY TO SUBSTRATE.WOOD BUCKS —.-� �+-- iV MAX. IEE DETAIL A2,BELOW Selo W 9+a Freme Tube A DEPICTED AS 2X ARE 14 W THICK OR Wtndaty ATTACHED TO GREATER.IX AND 2X BUCKS MM USED) t- Anchor VENT JAMB SHALL BE DESIGNED TO PROPERLY LL Width A I B,C&D TRANSFER LOADS TO THE STRUCTURE. 1 17•—.22.0- 0 0 62 WOOD BUCK DESIGN AND INSTALLATION 23-2&e 0 1 38 39 83 IS THE RESPONSIBILITY OF THE ENGINEER — > 29', 1 , OR ARCHITECT OF RECORD.MAXIMUM 17 SHIM THICKNESS TO BE 114•. u Hftm A� B,C&D 20 16 18 Ti7•-229' 0 0 82 DETAIL DETAIL 23'-%9' 0 1 21 Al I 29', 1 1 49pmved at eoulpwft with Iho Flerld Bald] Cods eG • I II fWA 5 I�1 N►, • iXwm " y LYNIy ��i Revised er•' Dote: Revision- I D ProdnN �_- --.• 9!' -- - qlBY••sEE NOfE 2. L\CENSEReteDoe• *IS SHEET. Y Revision: -' [Ole MAX8 No.58705 --^ Drown or- . ,'; EMjE COS SECTIONS&INSTALLATION J ROSOWSKI vQONt:RE - DMEN� Ml 1070 TECHNOLOGY DRIVE Ms.- ote: • O F PREQUIRE •.�,. •.'• •.Y • • • ' �•'••F<ORIDP••'' \?� N.VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 P.O. BOX 1529 1 RA • •• • • • • •• • • �ss� •'♦ ``G Sorioy/fRodeL• Srnle: SAeet: Drow7ng No. Rev: INSTALLATION OPTION 3 VERTICAL SECTION BAB ••• • t�/VAt�1L„,�� NOKOMIs; FL 34274 INSTALLATION ANCHORS THROUGH A.LYtJr1 I.E.P.E. 1X13UCKSTMINTOMASONRY. PedI.E CERT. OF AUT+. 129299 CA-740 NTS 2 OF 10 MD-CA740- ••• • • • • ••• • • • • • • • • • • • • • •• •• •• •• • •• •• ••• • • •• • • E; CASEMENT I CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) approvedavcon�UinXaIIhIW Florida nldla� a 0 DatQ r FTGIlRE 1. � � 1(',SEE NOTE T,THIS SHEET g10A0 , FIGURE 2: 740 SERIFS D n Pra1nH ml AWNING ,. WINDOW D FRAME �--� HEIGHT ' �h -..�...ASSEMBLY FRAME ASSEMBLY TUBE NOTES: \ \ / 10' THIS SHEET O 1)DIMENSIONS SHOWN ARE 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH J �h —CASEMENT—► �� INDMOUAL WINDOW.FOR SIZES NOT 0 _ I WINDOW W / SHOWN,ROUND UP TO THE NEXT WIDTH ( 1 / AVAILABLE WIDTH OR HEIGHT ti 740 740 / —E DIMENSION SHOWN ON THE TABLES. U) a'Q FRAME 06 it CASEMENBT�MBLYCASSEMEENT FRAME (CASEMENTNY , WNINGES OR FIX •�°� WINDOW TUBE yy�yp ASSEMBLY_._y CASEMENT) AWNINGOR 1 ►E TUBE CASEMENT)MAYBE ATTACHED TO THE FRAME ASSEMBLY TUBE FOR '""I � p 740 SERER ALL WINDOWS.USE THE WINDOW'S F07 WINDOW NOA FOR ANCHORAGE,SIZE AND � J LL DESIGN PRESSURE LIMITATIONS. OD (D / \ 'SEE PRODUCT'S NOA FOR 3)ALL WINDOWS IN THE OO CD W �M INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO p 740 SERIES / / INDIVIDUALLY COMPLY WITH THE F, h CASEMENT EXTERIOR REQUIREMENTS OF THEIR O WINDOW / / RESPECTIVE NOA m p Z 4)FRAME ASSEMBLY TUBE TO BE Z AM SERIES WNING 7 FASTENED TO WINDOW.AS SHOW IN CASEMENT DETAILS,WITH MIN.012 X T SHEET FOR SINGLE UNITS: WINDOW WINDOW CO Z O METAL SCREWS.USE THE SAME fn 1)DETERMINE YOUR WINDOW SIZE MIN.612 X 1'SMS SPACING AND QUANTITY AS THE uj AND GLASS. THROUGH FRAME OPPOSITE FRAME MEMBER. O W INSTALLATION HOLES n�TUBE Lu ASSEM�.Y ASSEMBLY &)THE FRAME ASSEMBLY TUBE MAY C) G7 V 2)KNOWING YOUR ANCHOR TYPE NOT EXCEED SY IN LENGTH(AS USED Q� � K U g AND SUBSTRATE,DETERMINE TUBE IN A 83'FLANGED WINDOW)OR BE a T YOUR ANCHOR GROUP FROM MIN.IN 12 X MIN.&12 X USED IN TEE OR CROSS TABLE 3,SHEET 4. 1"3M8 740 SERIFS THROUGH CONFIGURATIONS. 3 FROM SHEETS 68,FWD THE t THROUGH CAgEtaENT INSTALLATION INSTALLATION WINDOW HOLES S)THE FRAME ASSEMBLY TUBE IS SHEET FOR YOUR GLASS TYPE. HOLES NOT REQUIRED TO BE CLIPPED TO a a N FIND THE PRODUCT'S DESIGN 740 SERIES 740 SERIES THE SUBSTRATE ALL EXTERIOR + PRESSURE FROM THE TABLE CASEMENT EXTERIOR FRAME CASEMENT JOINTS TO BE SEALED BY INSTALLER. a CIL X F FF LABELED'DESIGNPRESSURE WINDOWASSEMBLY WINDOW 740 SERIES ZLjS (PS19 FOR SINGLE WINDOM,ALL j TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION LIMITS. a g LL ANCHOR GROUPS' _ CASEMENT ADDITIONAL INSTALLATION ANCHORS W 0 4 0 0 HORIZONTAL SECTION C-C WINDOW' MAY NEED 70 BE INSTALLED o °-0 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT c z z TIP-TO-TIP.FOR SM NOT 10'MAX.FROM EACH SIDE OF THE � 0 SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLYTUSE AVAILABLE WIDTH OR HEIG IT CENTERLINE.SEE TABLE BELOW: 1 1 t DIMENSION MOWN ON THE 1)DET"E FACFQNDRVJALWR•�Y•�•SIDE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3.SHEET 4. A Re�W on enry �� .� LYNN TABLES. eNeof A 2)FROM SHEETS 9C FI4 4 S jEE:FOj COR GAV TYPE. Ana � ,O�1GENSS`�F� S)USING THE TABLE LABELED N• 9M19JYbAWANCHORSREPIRED, •• ••• •• • • • •• a Width A18.0&0 (TABLE 2,SHEET 4�DETERMINE 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DE8NGNN PRESSURE(PSF)FORWINDOM ATTACHED TOAVER71CAL FRAMEASSEMBLY TUBE` OR DESIGN " it•220' 0 0 *' No.58705 (TA MEMBERETANCHORS PRESSURE(PSF)FOR WIDOWSATTACHED TOAHORIZONTAL FRAMEASSEMBLY TUBE DEPENDING ON WHICH WAY THE FRAME ASSEMBLYTUSEISORIENNTATED.THIS — = FEEDER B THE HEAD,SILL MUST BE DONE FOR EACH WIDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP- 23-Nr 0 1 JAMBS OF YOUR WINDOW. FOjis jtLTjF1OWN.R�I�IO UP•TO THE NE7SI AYALLI E WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. F W A ' 3 t�j13 to 8)INSTALL AS PER THE 4)JW TH4ABLE LAID'440jVVAA4R?RE:Uit7(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SRL AND JAMSS OF u ndwwpo p ST TE OF •<fl ttOW A B.0&D : ,p INSTRUCTIONS ON SHEET 2. YQyR WINDOW. • • • • • • •• • • 1r• .0` 0 0 i�(�`S'••;C<ORIOP•.•��.\`� • •• • • • • • • • 23• 8)IN8Tf�tL A81PER THE IPI9fRUCT10N911t86 S ON i2.3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED(SEE 29.7 0 1 MI � 28"� 1 t ��tT`� p�• SHEET 2�AND THAT N.012 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DET 8 ON THIS £n• p 8e�g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: TABLE 4: Jamb Snubber Locations Approved as complrla2lrlth UP ftj Type:aider 2615118• 27-W 33.112• 35 - PVB SGP Date ablln ¢ ) Aroh4e Group horam w An0wGroaga ArwhcrGmup A—h Anchor Group Amhor (types 1,4&8) (Types 2,3&68) a WaduM A 8 C&D A 8 C&D A B C&D A e C&O A e C&D A B C&D A B O aMar23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 or and Nom 1Y max.from Head/801 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 '3 lase �dW sash erd&30• 2611y18• �nh 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 e�O.O Neadf80 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1r max.from 1r max.learn 38�1r oler 83' each end&30' each end&�' • HWAM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. 46, Jamb 4 4 4 4 6 4 4 8 4 4 8 4 4 0 4 4 8 4 8 8 4 ,•,J 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 _ 6 " 4 6 4 4 8 4 4 6 4 4 8 4 8 6 4 8 8 4 6 8 1 " 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 "3 8 8 4 8 8 4 8 8 4 6 B 4 8 8 4 0 8 4 6 8 1)USE THIS TABLE FOR (n $V Fia•1180 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ALL WINDOWS PER THE SAMPLE CONFIGURATIONS: ELEVATIONS ON SHEET 1. �, Jamb B 8 8 8 B 6 8 8 8 8 8 8 8 0 8 8 8 8 8 8 6 DIMENSIONS SHOWN ARE g F�aM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOWTIP-TO-TOP. X r Q .tent 8 8 6 6 8 8 8 8 8 It 10 6 8 16 8 0 10 8 8 10 6 Head/8N 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT X X x X O J r �„ Jamb 8 8 0 8 8 6 0 10 8 LL 8 10 8 6 10 8 6 10 8 8 10 8 .THE NEXT AV�LE o H Q p HeatlfBtli 2 2 z 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 X JenD 8 0 8 8 2 8 B 2 8 8 10 8 8 3 a WIDTH OR HEltiliT ei 01D e} Heaft][I 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 DIMENSION SHOWN ON X O O Q d TABLE 3: x ° p , Z ()i S EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7118"ANNEALED SGP CAM/.GLASS, X O X X x cj d0a $Q$ x -y� � � � �� 114•M1180NRY ANCHORS INTO CONCRETE,+701-80 PSF DP REQUIRED,NO ANCHOR PLATE 1 a 11. 8• 11/4' No wj— No A 914,steal SMS(0 TSAImn. 318' 1• 0.0.50 ; - • � "� C HOZ •4 6 Z U R Q orN14.410 SS SMS 8tsd 918' Sd8' 0.W0 No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED p��'O �'� p�YD Q 3 U 3�E V S.Wl0 r3T' 5w 1' 1315' a No AND DOES NOT REQUIRE THE ANCHOR PLATE. 0� Q � E Q A V B 912 steel SMS(OS) 8083-TSAIum. 315' S/8' NO C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EAC14 JAMB. p ,1J9 p �0 dd or 912,410 Be SMS A36 318" !J8' .0.40• NO m Ild GL 33 (115' .036",2B Ge. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. a m m E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. o N r10• 10" `�a�i� ' PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE I 4" F) 1_ o Li x e SIDE OF THE AWNING(HEAD&SILL). 4-� ""'� 1 �4�(� Z.O. a E LL aY o aes3 Gr. 3re� ewe 1e Ga S. 9 515' 1" 1318' Yes o z Z 914,steel SMS(G6) (W53-TS Aber. 918• 5r8' 1115' Yea FIXED CASEMENT OR f BEE SEPERATE NOA' / A)FROM TABLE 8.ANCHORS C&D ALLOW A DP OF t7�33.1. or914,410 Be SMS A38 Steel •w 4 •615'A •.050'• •Ye• •• 10.8' St r.33 318' W 4.016',1b We! B FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE CHAS THE ANCHOR AND SUBSTRATE / 13.28• 1• ; Y •DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. A� \.��,�� G£NSF gr 114•steal Ultram 61' ,e 0 Hall=me" i•1 •Ir ••1-114•• Yep •1M FROM TABLE 28,5 ANCHORS ARE REQUIRED IN EACH JAMB. � � � � Q' '•,yY Bko1c 2-i 4• t-wr Yea \ = *: No.68105 ' 1/ 410 SS .35k Co oft 1• r t3f4' No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. CnBleFlex H BI 2-12" 5' 1-1/4 No \ lIq/3 &5kQDnaaeL 1-y4j s ••13/4� No £)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. ='Ll � 3 5110'steel U110.n Hollow BI" 1 1- • 1 %��•'• STATE of �: Filled Bloo 2-1 5• • 1314• • NS P RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4' 4' % XN '•. FL OR1vP. NOTES: Is •• • • • • • •% £ F THE FIXED CASEMENT(HEAD&SILL). 2s• 2w-4- 2a.-i -� '� `ss/pNN-F�C? 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADSWt'ONDANMMETAL SJBSfRATEN 0 0 • 48' A,LYM h LLM P E. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. P.E.a 6815 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fOak - - Approved as comply*with llta ,.0 . 4)7/8°LAMI.IG:{118°AN-7/16'AIR ' . -1 8 AN-.090°PVB-1/8°AN) DTd. L g under 2r %1878' 27314' 3V 33.117 38` • 3T' s sfiu under 23' +78.90 +78.8- +701-90 +78-90 +701-90 +78-90 +701-90 T 8y 25.1818' +70140 +701 0040 +701.90 +70F80 +70140 +7ar4o T /` _ 35318' +701.0 +7W.00 +78.0 +70!•90 +M.W +7W40 «70/•90 WINDOW +M40 +YOM +701.90 +7W40 +M40 +701.80 +70191 HEIGHT +70140 +7W-90 +701.90 +7W-90 +7090 +7W-90 1 or .; +70140 +701-91 +70141 «701.88,5 +70190.8 +70147.7 +7Waa.3 J-II WINDOWI or +70190 r?W40 +70190 +70194.3 +7.78.8 +701-73.7 +701-70.1 �-'-- WIDTH 77 +701-90 +701.87.2 +701-T7,7 ,80/x1.5 ,801-82.4 +80/-80.9 41.89.3 78' +70140 +70144.8 +701-75.7 +)57.3 +/-68.9 +/-87.2 0-55.9 SEE SHEETS 18,4 FOR Uj 84• +70140 +70150.4 +701-71.3 +801421 +/-1i4,2 W LOCATIONS ANCHOR 0- -W 0) LOCA710N3 AND QUANTITIES. }' lA $U r c TABLE04 Design Pressure(pst)for Windows Attached to a Vertical Frame Assembly Tube O o Q O M Window Width "� J U) under 23• 25.1818' 27.314" 30" 33•tl7 35" 3r Andra Group Amber Group Ambor Group Anchor Orap Anchor Group Anchor Grasp Anchor Group (n A B C 0 A B C&D 8 AC&D B A,C&O A B C&D B A,C&D 8 A,C&D LLJ under 23' +70140 -MI) .7W-OD +701-90 +70190 «7940 +7W-90 a?-40 +?W W -70140 +7-90 +70190 +70140 +701-90 +70140 +701-90 +7940 +7-90 � Q �Z 25.15116' +70190 -701-90 +70140 +70190 +701-90 +70190 +70190 +7-10 +7&90 +70140 +70190 +701.90 +701.90 +70190 ,7W10 +70190 +70190 +70190 in Z 36318" +701.10 +701.71.6 +701.90 +70140 +70191 47&-90 +701-90 +701.90 +701.90 +70190 +701-90 +70190 +701-90 +70190 +701-90 +701.90 +7W-90 +701.90 4hr +701.73.1 05.3 a7W-90 +701.90 +15x8 +1&•90 +701-90 +70140 +701.90 +70147.8 +701.80 +7-90 +701-78.8 +70190 +70190 +701-90 470148.9 +701.90 x It 1-- 608/8" +/59.3 +/-54.3 +7&-90 +701-90 +191.4 +701.90 +701.90 +701.90 +7&90 -701832 +7019() +70190 +701 74.8 +7&90 +701-89.2 +70190 +7&84.3 +701.89.2 ? (L IZ O e0' +/58.5. +1468 +701.84.7 +70140 +151.8 +M-81.2 +7190 +701-75.9 -701.90 +701-702 +7&$8.6 +701-80.3 +/529 +70140,8 +701-75.2 +701.71.7 +701-71.2 +701.74.3 0> Z' W .� 63" 0567 +/-43.6 +7150.7 +701595 +/-49.3 +701-77.3 +701.90 +701-723 +7&-90 «!569 a7&94.3 +701.78.6 N599 +7&.78.5 «701.71.9 +701.73.7 sf$7.B +7W-761 b W $U FRAME �� w 10-MAX. -►{ �---- A&sEMBLY a -� CS �U TIbE TABLE 7• 'N Design Pressure(psq for Windows Attached to a Horizontal Frame Aesernbly TubeWINDOW ® a r a N Window Width HEIGHTWINDOj$`�N M B under 23• 28.1818' 27.3/x• 3tr 331P1 35 3r ' I°RAh¢ p�'x 11, HEIGHT ASSEMBLY WINDOW,L z rJ m'vi OrouP Group Gm1p Grata AnchorGroup Anchor Group ArallorGroup �� _-•1= 4LNCHOR k- aYO A0 A0 A9 A9 B A,C&D A B C&0 A 8 C&0 10'MAX. IF REO. o o 1- i under 23' +70140 +?0440 +701-9- +7140 +7&•82.1 +?Wall +70140 +701-78.5 +701.00 +70140 +7.74.3 +701-W r ADDmC SEE SHEETS &4 FOR WINDOW ANCHOR o I LOCATIONS AND OUANTME&SEE SHEET 25.1818" +70140 +7W40 +70190 +701.90 +70140 +70140 +70188.8 +70190 +?W40 +70144 +7-410 +71-90 ANCHOR F41V +7W40 +7140 +71.00 , + ♦ +70140 +70140 +7140 +7140 +701.90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS • REQUIRED FOR THE FRAME ASSEMBLY . ,ro.•• ••.�CF��. +70140 +701 +70140• +70140 +7WV •+70P80 X6/40 +70140 ,70140 +7.80 +70140 -70140 IITUBE, : \CENS,- +70140 +7&90 +70140 70140 + - .W +70%80 +701.90 +70892 +70149.2 +7-892 �'1•WIDTH :+701.10 +70190 +7W40• +7&ffi0 +701406 + 40. +5p/-7{A +70177.7 +7.77.7 +7W74.3 +70!•74.3 +7.743No.58706SEE SHEETS 1&4 FOR WINDOW ANCHOR +70140 +70100 +70140 +70144.3 +7-78.5 +7Wx8.5 +701-73.7 +71-73.7 +7173.7 ,7W-70.1 r7W-70.1 +7W-70.1 LOCATIONS AND QUANTITIES.SEE SET+70140 +7&.87.2 +701-77.7 +70171,5 +9W6L4 ,8W524 +81-00.9 +BW40.9 +W.W.9 +159.3 +/58.3 +f-18,3 3 FOR ANY ADDITIONAL ANCHORS+701-90 +71$4.8 + 78.7 + 3 +/ +.88.8 0 7.2 +/•572 +/572 +/-868 +188,8 +1568 REQUIRED FOR THE FRAME ASSEMBLYSTATE OF+7040 +70130,4 +70671.3 +6*611 4`64.2 •H•gp.2 • • • TUBE. 'iO'C�'•.FLORIOQ'•'•��'C • • • • • • NOTEB • i i• • i l i i • 1)WE SHEET 4 FORADDRIONAL SAMPLE CONFIGAT10N&• • • ••• • A LYHN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENT".C3URA P•E9687� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 8: a Approved ascompf 2)7116°LAMI(3/16 AN-.090"SGP-3/16 AN) ying whth the 004n Pressure(pal)for Stt191a WOldowe,AD Anchor(croups Florid® uldtnn cat ?Gi3 WhA w Wdih 41 wider 23• 28•Acf18• 27-W 30` 33117 35• 37° ABf-' de u C order 23• +901430 +88/•130 +9_130 +9_130 +901-130 +86-130 +80/1 WINDOW 7 25.15718' +901-130 +90/-130 +901130 +901430 +801.130 +901-130 +801-130 HEIGHT 383!8' +801-130 +9_130 +BOr430 +g0/-130 +801-130 +901-130 +9M-13D l 48° +901-130 +80L130 +8W-130 +gW-130 +801430 +9N-130 +W-130 1- • x 60.68° +8W-130 +x/430 +fir•130 +80/•130 +9W430 +9.130 +801-130 80° +9W-130 +!41.130 +9W430 +8W-130 +901-130 +801.130 +8_-130 WIDTH g or * 430 +801.130 +9W-130 +8W-130 +901.130 +801-130 +8_128.8 SEE SHEETS 1&4 FOR 72' +801-1� +9Wi� +g0/-130 +9_130 +90!-129.1 +801-122.6 +901-113.8 SOW ANCHOR LOCATIONS AND QUANTITIES. w 76• +90!-130 +8_•130 +9W-130 +9W-130 +001-124.1 +=-116.7 +9_407.8 Q < 84• +eof-1� + -130 +9W-130 +8.130 +M.11&41 (n $C� 0 oIS f� Z o� r TABLE 9: sem-• (n O Design Pressure(go for W(ndom Attached to a Vertical From Assembly Tube LL Q 0 M Window Wldh u ..OD W h C9 under 23• 2516/18' 27-3f4° 30• 331/7 35° 37• � �O CL ED � Anchor Group Anchor(roup Anchor Group A char Group Anchor Group Anchor Group Anchor Group A 0 C D 1+701-81 +M-W B C80 B qC&D A B C&0 A 0 C&O 8 A, &D A B C&0 O under 23• +701.90 +701.91) +701-90 +701-00 _-80 +701.90 +701.90 +7W-90 +7_.w +7_-90 +701.90 +701.90 +7_$0 +701.90 +7-90 /701$0 +701-90 +701-90 +7W.90 �. 2516118' +70f-90 +701.90 +70140 .7W-9D W-W +701-90 +701-90 +7_-90 +7_-90 +701.80 +7_$0 +701-90 +70f-90 +7W-90 +7_•90 +701-9) +701-90 +7_•90 +701-90 38-W +7_•90 +7W.71.6 +701.90 +701-90 01-98 +7W.90 +701.90 +7W.90 +70140 +Mao +701-90 +701.90 +70140 +701-90 +701$0 +701.90 +70!•90 +701.90 +701.90 48• +701-731 *l-57.3 +7_-90 +7-81) -91) +7_-90 +701-90 +7W-N +7_•90 +701$7.8 +70190 +7_•90 +701-90 +701-90 +M.9-D +7_.90 +701.90 +701$6.9 +7W-90 50.58• +149.3 +1-54.3 +701.90 +701-90 W90 +701.90 +7_90 +701.90 +701.90 +701$3.2 +7_-80 +7_-90 +701.90 +7d•9D +7_•88.2 +7_90 +7W-90 +7d•84.3 +701-90 n. W60° H-58.5 +/.45.8 +7_-847 «7_90 _$1.2 +7_90 .701-75.9 +7&-90 +7_•89.8 +701.70.2 +701$0 +701$0.3 +7_•7&6 +701.91) +701-7&2 +70140 +7_90 +701-71.2 +701-90 � Zg83• HS5.i +1.43,8 + .7 +7&49.5 01-77.3 +70190 +701-72 3 +701-90 +701.85.3 +7.66.9 +701 W +701-7&6 +701-74.9 +701.90 +701-71.8 +701.90 +701 W5 +1-67.8 +701.90 (n w $Q o Cr) w dQ C11 �v 10•MAX. ASSEMBLY TABLE 10: N � Design Pressure(pep ler Window Attached to a Horizontal Frame Assembly Tube ® m B Whdav Wldlh WINDOW nNn yyg4ppyV FRAME HEIGHT under 23• 2516/1 27-314" 30° 33.112" 35• 37° HEIGHT ASSEMBLY o x Anchor Anchor Anchor Anchor Anchor Anchor Anchor(rasp Anchor Grasp 1 y TUBE -1 U $'-o; Groep Group Group Group Group Group WMA �j `' WINDOW ANCHOR �>6 Y o A9 A9 All A9 B qC&0 A B C&D A 0 C80 1& WIDTH (4),IF RFA. oZ z under 23' +7&40 +711f-90 +701-90 +7_-90 +7_421 +701-W +7W-90 +701-78.5 +70f w +7(1.90 +701-74.3 +7&.90 ADDITwM SEE SHEETS &4 FOR WINDOW ANt WR 2515118° +7&-90 +70)-90 +7&-90 1+701-9D + +7&-90 +7_•88.6 +70190 +7_-90 +701-84 +701-90 +V-90 (4L IF LOCATIONS AND QUANTITIES.SEE SHEET 1 I t IP/ 38.318' +79.90 +70190 +7_4V* qw� +7 •90• 6# +701-90 +701-00 +M90 +7_101 +7090 3 FOR ANY ADDITIONAL ANCHORS �� .(LYNNREQUIRED FOR THE FRAME ASSEMBLY `� ��N••".....48° +7&-90 +701.90 +701-90• + •+7W_ 47&60 +701-90 +70/-90 +701-90 +7_90 +7&-90 WMDOW�, TUBE.504/8'• +7&-90 +70140 +7W9W +7 -90• #701 +701-90 +TW-W +7W-90 +701-90 +7&-91) 'STM80° +7&-01 +7_40 +70190• +761• •7W-90• %?WW *7_40 +7_-� +701.90 +7_-90 +7&-90 SEE SHEETS 18 4 FOR WINDOWANCHOR LOCATIONS AND QUANTITIES.BEE SHEET. No.58705 63" +7&40 +701.90 +70/40 +701-90 +7&-90 +79-90 +70140 +701-90 +7_-90 +701.90 + 3FOR ANY ADDfTIONAL ANCHORS 72° +7&•20 +701.90 +707-90 +701.90 +701.90 +7&-90 +7&•80 +7_•90 +7_•90 +701-90 +I&-9D REQUIRED FOR THE FRAME ASSEMBLY �70• +7&40 +701-00 +7 -90 + 7_90 + .. +7_•91) +7_-18 +7&-90 +701.90 +7_90 TUBE. Q STATE OF : 4_U� 84• +7&-90 +701-90 +70190 (0490 +74y90 • • • �� '••!PCORIOP,.•' \?� 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURRTIONS. A.LYNN PX 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PASSO70a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 11: DeSyn Pressure(peD for SIM19 Windon,All Anchor Groups 3)7116°LAMI(3/16 HS-.090'SGP-3/16 HS) 4pproved as comPUinBwith W Morldo Beldto9 ode Window wroth 7)7/8"LAMI.IG:(3/16"AN-114°AIR-3/16"HS-.090"SGP-3/16"HS) Dale.-j� J �)3 uuder23' 2&•15118' 2741°• 30• 33•tn• 36• 3r 9}7/8°LAMI.IG:(3/16"T-1/4°AIR-3116"HS-.090°SGP-3116"HS) °moi d:waaaa tree under 23' +801.139 +901130 +91V-130 +W-130 +W.130 +90/-130 +901-130 / 25-15118' +89/-130 +1013D +901-130 +8W130 +901130 +901.130 +901130 39-Sr +M-130 +801130 +90/-130 +W.130 +801.130 +9W-130 +901130 WINDOW 48' +801-130 +00.130 +9W13D +8W-130 +W.130 +901-130 +801-130 HEIGHT 60&18' +9-130 +8-130 +1101-130 +801130 +9-130 +001.130 +801130 k 80' +901.130 *907-130 +8-130 +901-130 +901130 +9W-130 +901-130 or +801.130 +001.130 +9-130 +9-130 +8W-130 +901-130 +8-130 WINDOW T2' +8W-130 +901-130 +W-= +ilW1� +8ph130 +901130 +901-130 WIDTH W T8' +901-130 +�1-130 +BW-130 +BOV-Z s9W130 +80/•130 +801-130 SEE SHEETS 1&4 FOR r., &I' +801.130 +SW.13D +901130 1 +8W-130 +9-130 WINDOWANCHOR o Q LOCATIONS AND QUANTITIES. 06 U rc Z � TABLE 12: ' DestW Pressure W to W indmvs Altaehad to a Vertical Frame Assembly Tube O 0 LL Q O m WirMa7 Width under 23" 25.15116" 27.314" 30' 33V2' 35' 3T � �� LU p• 0 Anchor Group Ando(roup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B0-7W-K7 D A B G&D B A,C&D A B C&D A B C&D S A,C&D A B C&D Under 23' +70140 +7090 +701.90 +701-90 +701.80 +7.90 +7-9D +701-90 +7-90 +70130 +701-00 +701.90 +70t•90 +70.99 +7W.90 +701-90 +7-W +701.90 +7W.90 � g �Z 2615118' +70140 +701-90 +701-90 +7.90 +701-90 +701-90 +7W.90 +701.90 +70130 +70130 +70130 +701.90 +70130 +76.90 +701.90 +70130 +7.9D +70140 +701-90 (n Z_ 3H-3/S- +701-90 +701-71.8 +701311 +70181 +70140 +7W40 +70140 +76-90 +70130 +76.90 +701-91) +7630 +701-90 +7630 +701.90 +70190 +7W-00 +701.9D +7630 fn '1r LLJ 48' +701.731 +/.57.3 +70130 +140.8 +70140 +70190 +701.90 +7640 +7W40 +70147.8 +7W-90 +76.10 +701-90 +7630 +7WJM1 +701.90 +70130 +76.88.9 +701-90 � 69.518° */-89.3 0.61.3 +70140 +141.4 +701.90 +701.90 +701-9D +7640 +701.90 +70143.2 +76-90 +76.90 +701-90 +70140 +701402 +701-90 +7.9D +76.84.3 +701-90 (1- W 50' +/-58.6 0-x.8 +70140 +1-51.8 +70141.2 +701.90 +76.76.9 +76-90 +7014ae +7.70.2 +70140 +701.80.3 +701.78.6 +76.90 +701.7&2 +701-91) +701.80 +76-71.2 +70140 O Z Z I 83' 0•SS.7 0•�q.8 +701.89.6 +IA9.3 *76.77.3 +701.90 +701-72.3 +70140 +76.85.3 +188.9 +76.90 +701.78.5 +701-74.9 +76-90 +701-71.8 +76.90 +701.8&6 +/.97.8 +70140 • p LU 8 Q aU I W Q FRAME -9 OU W-MAX. -►I {�- ASSEMBLY TABLE 13: N ro Design Pressure(psi)fo wdWowa Attached to a Hoi¢onto France Assembly Tube e WhWQN Width WINDOW FRAME HEIGHT W ole under2r 2615!16' 27.3x4' 30' 331/2' 35' 3r HEIGHT ASSEMBLY l "i , Anchor Anchor Anchor Anchor 11A.. Anchor TUBE J_ m Grob 0 Anchor Group Anchor Group WINDOW AoomOWV. �;oa o P Great) rorP Groupp 10. �MAXWIDTH ANCHOR o O Ali A6 AD AD D A S C&D A B C&D (41 6 Y z z under 2r +76.80 *7641) +7640 *76-90 0 +T01-� +701-78.5 +701-90 +70140 +7.74.3 +78/.90 ADOMMAL SEE SHEETS 1&4 FOR WINDOW ANCHOR �' 2618118' +701.90 +7640 +7640 + +701 +7W-90 +7W-9D +7W-84 +76-90 +7W-91) t4A Z LHOROCATIONS AND QUANTITIES.SEE SHEEP 1\i l I I 1 // IF REQ 3 FOR ANY ADDITIONAL.ANCHORS ♦♦ N�l N A4/ 38318' +76.90 +70140 +7649 +7V-" 0 +76'40 +701-90 +7W.90 + - + . REQUIRED FOR THE FRAME ASSEMBLY ♦♦ ,r0 .......... 48° +70140 +7630 +70' +701 + 9D +70140 +70190 +7W.9D +701-90 +7W-90 I WINDOW TUBE. •.,•per i 50.618° +701-90 +7640 +70'40 +76-ft •+70M• 076.00 +70'4° +701.90 +7W-9D +701-90 +701-90 +701-90 -�1 80" +76.90 +76-90 +79� + + 4p +701 + +701-90 +70140 +70190 +701-91) +701-91) DTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR No.58705 53' +7640 +7690 +7690 +76 90 *70191) +701-90 +76.90 +7w-90 +7-9D +7-9D *70/41) +701-90 LOCATIONS AND QUANTITIES.SEE SHEET 7x ANCHORS z REQUIRED 3 FOR ANY ASSttAtME EMBLY Igf3 ..LU.. +76.90 +76-90 +7640 +70140 *76-81) +76-90 +70140 +1{11-91) +70141) +701-90 +70I-91) +.001-90 �'•, 78' +76-90 +7641) %M-91) •�t'-90 4090 •+76.80 •+76 90 +701-8D +711F 9W +7W-w +7.90 +701-90 TUBE. � STATE OF 80' +70130 +70140 70140 ;Z640 70140 i �L.'•.FLORIDA.• G��` NOTES: • •• • • • • • • • .,,r1jNAL\,,\` 1)SEE SHEET4 FORADD(170NAL BAMPLE CAt4F1(iURRTtONS. • • ••• • A.LYNN tMIIA.ER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.658765 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE 14: FOR GLASS TYPES: a Deft Pmestne 4WD for Slide Windows,All Anchor Groupe 5)7/8"LAMI.IG:(118"T-7116"AIR-1/8"AN-.090"PVB-1/8"AN) FIZZ m00x1,1I H+Ihthe FI"rldn t„Idlgt ale Date WUdow WhBh gone._ under 23• 26.16118• 27.3!4• 30• 33.1/2' 3S 37" M ml Oo a 1`mt&IFl MOW23• +76-90 +7640 +74M +70!•90 +70140 +701.90 +701.90 WINDOW .. :` n 2&•15118• +76.0 +70690 +70140 +701-90 +7640 +7640 +7640 HEIGHT 318• 38 +76.0 +M-0 +76.90 +70/.0 +76.0 +76.0 +7W.90 1 48' +7640 +70140 +7640 +76.0 +7640 +76.90 +76-90 L 50.5/8• +7640 +70/40 +"IW 47640 ♦7640 +7640 +7690 WIDTH 80• +7640 +7640 +76.80 +7640 +7640 +76.88.8 tM.84.8 83" +76.80 +7640 I +7640 I +70/40 +76872 I +76.84 +76.78.9 SEE SHEETS 1&4 FOR W04DOW ANCHOR 72• +76.0 +76.90 +76.88.5 +76.81.6 +8670 +8689.4 +8687.8 O LOCATIONS AND O1UAtdTRiES. 78" +7640 ♦7690 +76.88.3 +76-78.7 +86.87.2 +86$5.2 +5683.3 W 84" +76 90 +76.0 +7681.3 +8670 +16141.8 co � ca r9 TABLE 15J: __ _ i Design Pressure(pal)for Whrlmra Attached to a Vertical Frame Assembly Tube r J O LL WhWow WMIh Q, u O m under 23• 2&16!16" 27-W4• 30• 33112• 36" 37• ACD W CO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AnotwGroup, Anchor Group EZ A B C D A B C&D B A,O&D A 8 C&O A B C&D B A,C&O 8 A,0&D under 23• +76.90 +7W.W ♦7640 +76.0 +76.90 +701.0 +76.0 +7640 +7640 +70140 +76.0 +7690 +76.90 +76-90 +7680 +76-90 +76.0 +76-90 +7640 25.16118` +7640 +7640 +7640 +76.0 +70140 +76.90 +701.0 +76.90 +76.90 +76.0 +76.0 +701.90 +76.0 +76-90 ♦7640 +76.90 ♦7640 +7640 +7640 0 Z 383/8' +7640 +7671.8 +701 +7640 +7681 +76.0 +7680 +76.90 +76.0 +76� +7640 +7640 +76.80 +70140 +76.90 +76.0 +7640 +76-90 +76.0 (n 4W ♦76-73.1 +!•81,3 +70/•90 +76.0 +1•84.8 +70/-M +7640 ♦76.0 +76.0 +70140 +7687.8 +76.80 +76.0 +7678.8 +76.0 +76-90 +7640 +70188.9 +76.90 fn 803!8' +M.3 +/84.3 +70140 +7680 +141.4 +701-0 +7680 +76.0 +76.0 +76-90 +7M83.2 +701.90 +76-90 +7674.8 +76.0 +768&2 ♦7640 +70684.3 +70600 Y 80' +188.6 +64&8 ♦70184.7 +701-W +!81.8 +70141.2 +70140 +10176.9 +701-g0 +70189.8 +70670.2 +70180 +7M•�.3 ♦(829 +701.0 +701.7&2 +1018&8 +701-71.2 +70184.8 tL Z Vp' 83' +186.7 +/•43.8 +7680.7 +701.89.6 +1•.G.3 +701.77.3 +76.0 +7672.3 +701.00 +70185.3 +18&9 N6.80 +701 78.8 ♦189.9 a7M87.2 +70%71.8 +70184 H87.8 +76.7@.8 70• Z L FRAME U a W Q 10'MAX. -•� �"e'"' TWE ASSEMBLY M W $Q 8 U a -� in -U TABLE 1Q OW Caste Pressure W4 for Windows Attached to a Hodtontal From Assembly Tube HEIWINGHT ® N n N Wlnd*W VMth LI m N DOW iA M Under 2r 2818118' 27314• 30 331/7 36' 3T HEIGHT FRAME LY WINDOW ADDrftONAL ANCHOR o�xo� Anchor Anchor Group Group anrof1Dt Anchor Grouroup Gmvpp Anchor Group Anchor Group TUBE w�T11 (4),IF LIQ. d o 0 All AB All J701�9D 8 A,C&D A B C&D A B C&O 10•MAX SEE SHEETS 1&4 FOR WINDOW ANCHOR a 0 LOCATIONS AND QUANTITIES.SEE SHEET o z z under 23' +76.90 +M410 +70140 ♦70182.1 +70140 +70180 +701-78.5 +70140 +70140 +701.74.3 +7640 T} ADDITIONAL 3 FOR ANY ADDITIONAL ANCHORS 28.15118" +70140 +70140 +70140 +7MO +7W40 +76118,8 +70141! +7640 +70184 +70140 +70140 1 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY SII 3838" +76.90 +70140 +701.0• 01 ♦ +70180 +76.0 +70140 +76.0 +7640 (4),ffRft1. TUBE.48" +1618 +70140 a7680� +7" +1W-906 W70M +70140 +70180 ♦7M•W +7640 +70140 ` '<,-VNCENS;80.618' +7680 +70140 +7680 +M LEK +76.0 +701.0 +701.0 6701-90 a7M.0 WINDOW _ No.58705 u10• +701-90 +701.80 +7680• +78►9D •76.Oa •TM•Ca6 +70188.8 +70188.8 +70184.8 +7684.8 +70184.8SEE 3HEET31&4 FOR WMOOW ANCHOR - or +70140 +70140 +7690 +70187.2 +76.73 +70184 +7044 +7684 +701-70.9 +707-79.9 +701.79.8 - � LOCATIONS AND QUANTITIES.SEE - 72" +76.90 +7680 +70188.8 +76.81.6 +S/-70 +80170 +8689.4 +86 .4 +86.89.4 48M87.6 +>�87.6 +60187.8 3 FOR ANY ADDITIONAL ANCHORS %-O'• t3E�813 :76 +76.91) +70140 + 8&3 7 7 +8014.2 +f�87.2 + .6,2 +89!85.2 +BM8S.2 +;;:;i3 +80183.3 +80/433 REQUIRED FOR THE FRAME ASSEMBLY •• OF 84" +701.0 +70181) ♦761.81.3 +001-70 46"1.6 +8!8.81.8 • • • TUBE. '�� •.FCORID"-" NOT • •• • • • • • • • 1)SEE SHEET 4 FOR ADDfT10NAL SAMPLE CONFIGUR�TION3� • • •f• • A LYNN A10_LSR,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PE.088708 • • • • • • • • • • • •• •• • • • •• •• FOR GLASS TYPES: TABLE 17. 6)7/8"LAMI.IG(3/16"AN-1/4"AIR-3/16"AN-.090"SGP-3116"AN) 4PPnoml er toenplyI.,; I,b ke a Deel9n Pressure(pa0 bt Shreb Windows,AO Arrohm Groupsa Florhla Bok9np C e 8)7/8"LAML IG:(3116' T-114AIR-3/16"AN-.090"SGP-3/16"AN) 1Window Widur ABN ,; under 23' 25.15178' 27.314' 30" 33•U2' 36' 37' 11 s+10 0Pro ut .Jur under 23' +801.130 +88-138 +9-130 +tom-035 +981.139 +8010138 +901-130 f y� -�}�T 28.15!16' +80%139 +901-138 490-130 +80130 +9-138 +881.130 +W-130 T / /t 383/8` +9-130 +91V730 +80/•130 +9111430 +901-130 +801-730 +9-130 yy04ppyy ✓ 48` +80-130 +901.130 4901.190 +8-130 +801-130 +801-130 48-130 HEIGHT 6044 +90/430 +9-130 +9-130 +9-130 +W-130 49011-130 +90%130 or +901430 +801-130 +901-1311 +901-130 +901430 +8-130 +001130 I I o3' +90130 +9-130 +9-130 901 +9-130 +8111-130 + -130 +901-130 -I�W I� 72' +0-= +807130 +801-130 +901-130 +9-130 +�-124.8 +8/-118.7 fj SEE SHEETS 1&4 FOR el• 78' +8W-130 +9-130 +8-130 +801-130 +8/-128.2 +9-118.7 +9/-109.8 VVINDOwANCHOR LU 1� 84` +901430 +801130 1 +901-130 +901130 +1101-1118,41 LOCATIONS AND QUANTITIES. U z � TABLE 16• C14r O DaMM Pressure W for Whldovs Attached to a Vertical Frame Assembly Tube 1L Window Widh g ..C 0 m under 23° 251/18" 27.314" 30` 33.112" 35" 37' IL +� Anchor(roup Anchor gaup Anchor Grate Anchor Group Anchor Greig Anchor Group Ando Group U) A 8 C D A B C80 B AC&O A B C&D A B C&0 8 AC&O A 8 C&D W �, under 23" +70(90 +701.90 .70190 +707-90 +701-90 +701.9D +7-90 -70140 +701.90 +7/•90 +701-00 +701-90 +74-90 +70190 s70f-9D +791.90 +791.01/ +70190 +70190 +701.90 ? Z �. 2515116" +701•9D +7019D +701.10 +70140 +7/-W +7/9D +7/90 +7/-90 +70190 +7/90 +70/40 +701.90 +7490 +70190 +70190 +7440 +70x90 +701-90 +70190 +701.90 1 Z 38.318" +70/90 +701-71.8 +701-90 +70190 +7/41 +7/40 +74.90 a7/-90 +70190 +701-9D .70140 +7/.90 +70f-90 +7/-111, +701-90 +701-90 +7/40 +701.99 +7/411 LU 48` +7/.731 +/.67.3 +7/40 +7010 H .954.8 +701-!!0 +7/-90 +7490 +7019701 0 +701.90 + .87.5 x7/.90 +76'•90 +7/40 +70140 a70140 +70190 +7/•90 +701459 *7440 !!0.818" H59.3 +/•54.3 +7/-90 +701-90 y81.4 +70140 +7440 +7/-90 +Td-W +7/•90 +70143.2 +70/•90 +70140 +701.90 +701.90 1 +701.89.2 170-90 +7d•90 -WV-84.3 +701.90 y a 80" +/-5858.5 +145.8 +70144.7 +70190 N-51.g +7041.2 +701.90 +701.76.9 +71V-� +7/-89.8 +7-70.2 +701-90 +701.8D.3 +7/•78.8 +70190 +7/•7&2 +7440 +70190 +701-71.2 +7-90 >� z 09" +155.7 N-43.8 +701$07 +701.89.5 H-09.3 +701.77.3 +70140 +701-723 +701-90 +TO/•&i.3 +/.85,8 +701.90 +7/-78.6 +7/•74.9 +701.90 +7/-71.8 +7/-90 +701A86 y87,8 +701-90 (n gg 0 W Q 0 U5 CO O U FRAME 10"MAX ASSEMBLY TUBE TABLE 18: T a Deel9n Pressure W for Windowe Attached to a Horizontal Frame Assembly Tube WINDOW ® ,N e Window WUBh WINDOW FRAME FIEIf#1'f o 4 x L' wrier 23' -16H8' 27.314` 30` 33.1!2" 35' 37' H� -ASSEMBLY _o - a AWW Anchor Anchor Anchor Adder Anchor TUBE I WINDOW I ADDITIONAL �Z o 0 0 Anchor Group Anchor Group '�'1 tom-- ANCHOR �'a:z G� GmuP AD ADP N UP Group ASD A B C&D A 8 C&0 10"MA_X (4?•IF REQ. o Z z urder 23' +7/90 +70190 +70!40 +70/90 +7/421 +701-91) +7040 +T-78.8 +7-90 +70%90 +70-74.3 +701.90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR C LOCATIONS AND QUANTITIES.SEE SHEET P4Ir +7490 +70190 +Tot +T +01 . «y019p +7/-90 .7/•84 +701.90 +70190 ANCHOR t IF RM 3 FOR ANY ADDITIONAL ANCHORS .\\ 4YNN 7�i +70190 +701-� +701.99 +7014- +TOMO V0140 +7�y.90 +7/40 +T/•� +701-b1 +70190 +7/.90 REQUIRED FOR THE FRAME ASSEMBLY `��aONy-......•n4l�lF +79190 +70190 +70!90 +701 01 +7 +70190 +7/-80 +70190 +7/90 +7/•80 F WWDOW I TUBE. �'�.•'\•\G£NSF �Q i +70!•90 +70190 +70/41 +781480• +80990 •+701•'80 +7VfO +701.90 +70190 +701.90 +70!40 +7/90 WIDTH Y"-' '•,-}c +701 +7-80 +70fW +70190 +70190 +70190 +70!90 +701.90 +70!90 «70140 +7-90 +70190 SEE SHEETS 1&4 FOR WINDOWANCHOR N0.58705 LOCATIONS AND QUANTITIES.3EE SHEET +70f-W +701.90 +70140 +7W-W +70190 +70190 +70190 +70140 +7/-90 +7190 +7d•9D +701.90 3 FOR ANY ADDITIONAL ANCHOR.4+70-90 +70190 +2W-0 ♦ + 90 +701-90 +70190 +70190 +70190 +70190 +7490 +701.90 REQUIRED FOR THE FRAMEASSEM13LY %�••', g1fp OF :•�/w. 78' «70190 +7/40 +00/•90 •70890 •+70190 y70190 *7QI.9% •+701-90 +74.90 +70140 +701-90 +7490 TUBE. " Q• • • �i'� FCORIOP.•'rj` 84" +701.90 +-99 b�b90 h-90 i NOTES: • •• • • • • • • • �''�S`S/ONA�••��; i)SHE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGUATIOIA. • • ••• • 2)SEE SHEET 4 FOR SNUBBER REQUIREMENM. A.LYNN MILLER P.E. P.Ed 89705 ••• • • • • ••• • • • •• •• • • • e• •• TABLE 20: Item Dwg.# Desadp8on Material ASSEMBLY DETAILS . +-{1.124- 1 7002 Main Frame Head,SIH&Jamb 6083-T6 Num. NOM. .434' 2 7071 Anchor Plate 601133-TSNum ALL DETNLS SHOWN FROM THE INTERIOR 2.919' 3 7003 Sash Top,Bottom&Side Rall 8083.79 Num. 4 7006 Frame Corner Key Steel AW .0w 2701_ 5 7009 Sash Corner Key Steel O3 NOM. 1.169' .082r' 6 7078 frame Gasket Vinyl Foam 2 784^ 7 7072 Sash Corner Gasket Vinyl Foam 2'139' 8 7070 Bulb Weetherstri .187"x.275" Flex PVC 70 ;.09r 10 7024 Maxim Multi-Point lack steel SASH O FRAME HEAD, O SASH TOP, 71 FRAME 11 7026 Lock Support Plate Steel SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER 2 CORNERS #7002,8083-T8 #7003,8083-T6 #7004,8083-T6 13 7013 Tie Bar Guide Nylon TABLE 3.SHEET 4 t 14 7015 Tie BarAssembly Steel or SS 15 1 7028 IMaxim Dyed Operator,WWa24" Steel t368' 2.203' 16 7027 Maxim Dual Arm Operator,W W>24" $1" 1 --t-" .040" 1.00o' 17 7030 ratorGasket Nitryl Foam Tt 41 I 1 18 7031 ratorfladdn Plate Steel 7 1� T '4z3' —may H� . 19 7051 rator5 rBlock Nylon 3 OW —1 1 FIXED " 20 7032 Stud Bracket SteelFLANGE 21 7033 O ratorTrock&Sltder Dual Arm Steel 2 ANCHOR 63-Te 60 SCREEN FRAME 70 ADDON 063-TS 22 7023 E ss Hinge(Heavy Duty),Manuf. Truth Steel #7071,8083 T8 #7008,8083-T8 #134,6083 T8 23 7050 lEgress Hinge/Washable(HDI,Manuf.byTruth Steel 5 24 ISnubber,Antl-blawout Clip Steel 31 Dura Said Spacer Steel O80 'mfr .683' ►{ (-"� 32 1713 SettingBlock 32"x 3/16"x 1-1/4" EPDM 00anr.l 33 1714 Setting Block 5 32"x 7/16F x 1-1/4" EPDM 85 35 7036 !amt Bead B 8083.78 Num. 36 7042 Leal Bead C BD83-TB Mum. 37 7059 Lentil Bead D 6003-76 Alum 1 38 1 1224 Vinvi Bulb Wstp Thick Flex PVC 70 35 BEAD B 36 BEAD C 39 1 1225 Vinyl Bulb Wst Thin Flex PVC 70 e #7036,6083-T6 #7042,8063-T8 SD Dow 899 SiliconBadkbedding INTERIOR 60 7006 Screen Frame 3106•H14 Num +.II 61 7040 SueenComerKey PelyProPdone j _Og I tM 62 Screen Cloth Fiberglass i 63 1635 Screen Spline EM.PVC 4 .870' 64 320 Screen Spring Stakdess Steel 70 134 Add-on Flange 6003-TO Mum. FRAME 71 1 7004 Frame Ass Tube 6063-T9 Num. CORNERS 37 BEAD 8o X32 x 1/21 Ph.Pn.Mach.ScrTYPE B Stainless Steel #7058,0083-T8 4pproved es¢omptyiag yeah W¢ 81 1157 #BX 2"Ph.Pn.SMS Stetnl896 Steel 86 FloridA.'.` ode 82 #8 x 5 8"Fl.Ph.SMS $tainless Steel Date MS 84 #8x 1"83 #8x "Fl.h.S • • 4Relrtlefs Blsef • 0. •• ��`ON(LYNN 49 �/� Revised W. Dote: Revlon: MOA 85 xi"QuadPn SMS •: •• `.`��. �tCENSF '•�F�: By �. } 86 98X1-1/21 Quad Pn SMS •• ••• 0MInInMed • •• Q: Redaed Sr. Doea aev stun: No.68705 87 #10x1Ph.Pn. TEK Stowns Steel /2" _ 89 #10.24 x SAW Ph.Pn.TYPE F Stainless Steel t{ o°f" " =v or- IF 13 :`w BO AND CORNER VIEWS J ROSOWSKI 90 If12 x 1 Ph.Pn.TEK • ••• iMese�9t�l • • 1070 TECHNOLOGY DRIVE Tlae Dole: • • • • • • • • %�p 529 STATE OF '0' ••• • •• • • • • • �'• FLOMOP.•'G.� N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08108/12 • •• • • • • • • • ((O��N�`A� � ��` NOK MIS, FL34274r sera sneer aro.ug No. Rem • • • • ••• • A.LYPai 111 P.E PEit•7a6 CERT. OF AURi. X29296 CA-740 NTS 10 OF 10 MD-CA740-LM ••• • • • • ••• • • • • • • • • • • • • • •• •• ••a s •• •• ••• • • ••• • • MIAMI MIAMI—DADE COUNTY,FLORIDA 0W PRODUCT CONTROL SECTION DE�ENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/development/ 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 ERAProduct 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. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade k o :-h. 5t &� LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. .900 RENEWAL of this NOA shall be considered after a renewal application has bebn 4W and thbPd has belieV no change in the applicable building code negatively affecting the performance of 91products• 9•: •• 9.69 . 60 . 0000.. TFIUMEE TATION of this NOA will occur after the expiration date or if there has been a revision or chang in the materials, use, and/or manufacture of the product or process. Misuse of this W@,.A.as air efi ftsement • of any product,for sales,advertising or any other purposes shall automatically tei'YtYit[ate this MA. Faildm to comply with any section of this NOA shall be cause for termination and removAf of ISOA. : 9••41 •• • 06 .. 0000 699999 ADVERTISEMENT: The NOA number preceded by the words Miami-Dude.County, Florida, and . followed by the expiration date may be displayed in advertising literature. If any portion fQb1.NOA•is•••• displayed,then it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by•the'manufgjj9r or its distributors and shall be available for inspection at the Job site at the request of the Building Official. consists of this page 1 and evidence pages E-1, B—A ana Er-3 a approval MOMENT In Bove. The submitted doncum entation was reviewed by Jaime D. Gascon,P.E.FP r { D13E �71■ N��M S�F " ~j� �A��E� A -ROVED! Pagel i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No.. 110058-1, titled Series"Alum. French Door& Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--6864, dated 04/02/12,signed and sealed by Marlin D. Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07,signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 07-0629..10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P.E. (Submitted under previous NOA No. 07-0629.10)- 2. Glazing complies with ASTM E1300-02/04 •••• . . 9999 9999.. D. QUALITY ASSURANCE 9999.:. 1. Miami Dade Department of Permitting, Environment, •� egulatory.. Aff�trs • ( E-_ )r / 9999 9999 990000 9999 9000 00:000 E. MATERIAL CERTIFICATIONS 9..9.. 9 00 00000 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont•1 eW;mour§;•Co.,Iec:•;• for their"DuPont Butacite®PVB Interlayer"dated 09/08/1;ekPiringox 12/11/16.•;• 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc,,for their"jaflelrand Vanceva clear and color interlayers"dated 05/05/11,expiring or!05/21/16•• :9006: Jaime D.Gascon,P-.1. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-2 s , PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12,signed and sealed by Lynn Miller,P..E. 2. Statement letter of no financial interest, issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. FT"KA, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12,signed and sealed by Marlin D. Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon,P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.', approved on 11/23/11 and expiring on 10/18/12. 0000 . . 0000 0000.. .. 0000 6 0000.. .. 0.0.00 6 0000.. 0000 0000 . . 6 0 0 0000 0000 0000. 0000.. . .. 0000. • . . 0000 0000 0000.0 ..06•• • • • • • . 4 4-0000 4400 • 0 6 • 6660•• 60 • 6666 6 • 0• Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-3 i NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) ouucrKern:wlan ,,mB,.au Om ids � 12- 6Ell . B.3/8"LAMI NOM.(.402'9 CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE roduRCon"a t MAXIMUM PLUS(1)LITE OF 3/18°HEAT STRENGTHENED GLASS. 'i C.7/1W LAMI NOM.(.4859 CONSISTING OF(1)LITE OF 3/18°ANNEALED GLASS PLUS AN.090 PVB INTERLAYER Or'DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. D.7118"LAMI NOM.(.488°1 CONSISTING OF(1)LITE OF 3/18"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE N MAXIMUM PlU3(1)LITE OF 3/18"HEAT STRENGTHENED GLASS. E.13/18°LAMI IG NOM.(.84(")CONSISTING OF(1)LITE OF 3/18°TEMPERED GLASS,1/4'AIRSPACE,(1)LITE OF 1/8°HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP V) $ �- ® INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3H8"HEAT STRENGTHENED GLASS. TOPIC SHEET O Q 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. N D A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES............ 1 ® ,P JI LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 p 3 O XX,X0,OX,XXO,Off(,OXO.AND OXXO. GLAZING DETAILS........... 1 -� V) o 4. 141%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 e�- SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 W r j U ROUGH 10. VERT.SECTIONS.............4 IL HORIZ.SECTIONS........... 5 p FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... B O (A LL 7.RMFO94CES: EXTRUSIONS................... 6,7 (/}CL o(j O ®TEST REPORTS FTL-4984,5212&8884;ELCO ULTRACON NOA:11.0408.01,12-0128.09;ANSVAF&PA NDS-2008 FOR WOOD CONSTRUCTION AND ADM-2008 ALUMINUM ANCHORAGE....................8-10 (a W a ad 0 DESIGN MANUAL. g O O S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY ""o z O HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS W� _ 9.CONFIGURATIONS WHICH CONTAIN ASIDE LITE TO DOOR CONNECTION: AN.-ANNEALED A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.-HEAT-STRENGTHENED p(jl 0 Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM Tp.=TEMPERED Q Z W TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. a LL 93 93 ® 91 H ? d 30 30 30 Z 90N (r A 73 ,1/2"GLA'SS BITE 73 1/2"GL SS BITE 74 ]'1/2"GLASS BITE � � EXTERIOR EXTERIOR EXTERIOR ola o �I 94 �I 94 GI 94 �� 118"AN.OR 3/18"AN.OR 1/4"AIRSPACE 3/18°HS. HS.GLASS HS.GLASS ado" iH� • • • • •• 3/18"HS. GLASS .090 PVB INTERLAYER • GLASS• • • • • • • .090 PVB INTERLAYER GLASS 3/18°TP.GLASS (DUPONT BUTACITE OR • •i •`i i i i•i •13UPONT BUTACITE OR ` SAFLEX/fCEEPSAFE • • • • • • • • • 3AFLEX/KEEPSAFE .090 PVB INTERLAYER 118"HS.GLASS �` * N/a MAXIMUM • *00 •• • • • •• MAXIMUM) 2' W (DUPONT BUTACITE) 3/8"NOM. 7/18"NOM. 13/18"NOM. ;'w �o,GLASS -_ GLASS STACK GLASS STACK GLASS o:z • ••• •• • • • STACK �Z:u d do 3/8" AANCSIVI. :. : 7/16"LAMI NOM. 13/16"LAMI IG NOM. . a GLAZING OPTI A WB�ISO E:1_ •� GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 '%y�'1%a''"......'''p� r • • . ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TA 94E I- QEJJGN PHESSURE§F R ALL CONFIGURATIONS X O,OR,XO,OXO,XXO,OXX&OXXO NOTES' mcormAy aern•r. (FOR DOORS W!SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) `LA8!' S a owmft°oNo REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A,B,C,D OR E B.318° I(1/8°HS,.090 PVB,3/16°HS) C.7116 LAMI(3/18°A,.090 PVB,3/18°HS) Pmduw D.711 LAM' (3/18°HS,.080 PVB,3/1 B"HS) WIDTH 1?-7931,r 87 3i4" 91 3i4" 80-95 3/4" E.1311 LAMI IG(3/18°TP,1/4"AIRSPACE,1/S"HS,.090 PVB,3/16"HS) M` , z 60 71 3/4" +76.01-76.0% `#76.01-75.01+75.01-75.01+75.01-75.0 2•COMBI ED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y r O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX. =0 WIDTH = 731/2" e� MAX. XO WIDTH=109 1/2" 27314- 1+75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.0 +75.0 -75.0 MAX. 01OXX WIDTH=107 314° 0 c MAX. XXO WIDTH=143 3/4" 361/8" 1+75.01-75.01+75.01-75.01+71.41-71.41+07.61-67.6 +64.2 -64.2 w - c 36 3/4" +75.01-75.01+74.9l-'t4.91+70.41-70.41+66.61-66.61+63.1 $3,1 3.SINGLE DOORS 33 SW WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° -� (q 10 WIDE qR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. "ROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. IW J 383/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. JI p o LL TABLE 2. DESIGN PRESSURES EM COMBINED DOOR/SIDE LITES ONLY ® 5.EXAMZCOM S OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ,g 10 APPROVED CONFGURATIONS:OX XO,OXO,)0(O,0)0(&OXXO EX.A TABLE 1. 5 p N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A O O REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30°WIDE x 90°HIGH SINGLE DOOR WITH 29°SIDE LITES 0 z DESIGN PRESSURE=+87.6/-67.6 PSF W cc�/� 2 GLASS TYPES A,B,C,D OR E 0 W Z HEIGHT EX.B FROM TABLE 1. w W X WIDTH XX WIDTH OXXO WITH GLASS TYPE A Q D- d' 68-79 3/4" 70-83 3/4" 87 314" 91 3/4" 80-95 314" 68"WIDE x SW HIGH DOUBLE DOOR WITH 361/2"SIDE LITES N Z LL 20 25112" 40 473/4' +58.6 -58.6 +55.4 -55.4 +52.41 -52.4 +49.8 49.8 +47.4 -47.4 DESIGN PRESSURE_+70.4/-70.4 PSFQ N LL C7 : 27112" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. w OXO WITH GLASS TYPE C Q 29112" 553/4" +51.7 -51.7 +48.8 48.8 +46.1 -46.1 +43.8 43.8 +41.6 41.8 30"WIDE x 87 WC HIGH SINGLE DOOR WITH 26"SIDE LITES 28 31 112" 59 59 3/4" +49.0 49.0 +46.2 -46.2 +43.6 -43.6.+41.4.41.4 +39.3 -39.31DESIGN PRESSURE_+43.6/-43.6 PSF 26 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. X R OXXO WITH GLASS TYPE C 35112" 67 3/4" +38.1 -38.1 +38.11-38-11+38.11-38.1 +37.5 -37.5 +35.6 -35.6 63 314"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES DESIGN PRESSURE=+43.1/-13.1 PSF 30 37 112" 60 7131*' +34.0 -34.0 434.01-34,01+34.01-214.0 +34.01-34.01+34.01-34.0 a$ O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o� REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 6 FOR REINFORCEMENT 12 3/4" +75.0 -75.2 +75.0 1754 +7O. -P.(_ 476.0 -75.0 +75.0 -75.0 DETAIL. �y SINGLE 19" +72.4 -72.4 *68.5 5 - +61� -61.9 +59.0 -59.0 ;w SIDE LITE 21 314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 g:,'a 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 43 .. 465. 44.7 +42.6 -42.6 �_ z 361/8 +35.2 - +35.2 -39 + 4.35.2 +34.4 -34.4 l oy.• ��; 36 314" +34.0 -94.41+2U4 =34,0 +f8. :34.01+34.01-34.9] % � �fl��` < • • • • • • • • • • ••• • • • ••• • • 731/2"MAX.-- 4T —----109 1/2"MAX. —143 3/4"MAX.._.--- PRODUCT>�MWED 36 3/4" 36 3/4" 36 314" r 36 3/4" 36 3/4" °"��Fmr�da �— MAX I'— — SEE NOTE 3�I MAX. MAX f MAX.—��►--SEE NOTE 3 --� - M r.ae &w AX. NO U 49 49 41W. 49 y 04 [] 9(T .i o 10 10 g o EI �E E[ rjEE� �lE E( �E AINA IE J t _0 0 1 X AC . 1 0 V) p Xn LL SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W O OX OR XO OXO 0)0(0 41 z 71 3/4°MAX. MAX = yrj T H z �37 1/2" 24 9118°MAX. 33 518"MAX. U Z AMAX A DLO(TYP) B DLO(TYP.) G Z v) O UJ O f 953/4" ao 49 MAx. 49 41 G a a HT. TYP. 95 3/4" O W Q MAX. 84 3/8" 103 (TYP.) ® N MAX,. MAK'84 " lit �'X DLO $• (TYP.) DOOR o c DLO HEIGHT =HEIGHT-11 318° p o 4D" DLO WIDTH'X' -DOOR WIDTH-1216/16" g� MP')Qt �D C•t 1c F� F DLO WIDTH 70C=DOOR WIDTH*-115/161 �( X ••• X;A� V J O SIDE LITE - �. .. .. . • DLO HEIGHT sHEIGHT-11 318" � �` .......••� . • DLO WIDTH -WIDTH-31/8" 2 NOTES: 41 = 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2.FOR HORIZONTAL AND VERWAL SIcC'GONS SF"HEII 4 AND y. • 'Y': z y O^ 3.SIDE LITES OVERLAP'X'ANDVYX DOORS BY 3W WHEN AISSEMRLEO TO MAKE'XO','OX','OXO'70X0','OXX'AND'OXXO'CONFIGURATIONS. 20'•• 'Gj�:�'� 4.REINFORCEMENT LOCATIOIsF t Slf LI1 TDOD G;1NfiE ft448:SE:APPLICABILITY SHEET 2). �'�y�iy4'••......• ''�� d 5.CLEAR OPENING FOR X AND)OI'DOORS AS ROLiOW e('X DOORS =WIMTH-5.646) ()OC DOOR=DOOR WIDTH/2-4.079) ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 3 �n ° 40 b EXTERIOR INTERIOR I P - i 10 1 2 60 ® r' 37 I 64 AT HEAD/JAMB O p Q 60 65 AT SILUJAMB 02 16 CLEAR-COLORED FFIE N 18 EXTERIOR INTERIOR SEALANTLLI 62 0 ® 63 0 cn in L 0 calo 2 o z n:Lilt cn In Ci Or- MAX x MAX. Hill MAX MAX• S 62 p qU' W z DLO DOOR DLO LITE eC N LIJ HEIGHT HEIGHT LY r N V LL p N �1�I Rf AIR w SL VIEW G-G d 30 61 CORNER ASSEMBLY40 IAM =3 ,� v:• of �u 6:•,�' [)hit zQR SECT. -� SL SECT. B-B • sER2JCAL: •': VERTICAL °y� ,F�� d -•—• • • ••• • �%��is PFLO,,•• ••• • • • • ••• • • • •• •• 11.0 • • •• •• ••• • • • ••• • • 4 pRODucr 49ssrmweo I-+ MAX.xX'WIDTH MMUSCOftwtwmet7ortaa Dadel d. e • Y 0 p , ,60 Q DLO XX'SECT.C-C DLO 31 a353634 44HORIZ. 46 45 '5 32 MAX.x'WIDTH 20 S2 Q �; CD Z 06O Z U p H W = Z • INTERIOR U W J U Z t=A ¢ W • N O LLC-4 O MAX. C fli ILL DLO"'] 'X'SECT. D-D N a 46 21 5 HORIZ. EXTERIOR p 67 SPACING,SAME ASJE g JAMB ANCHOR SPACING I�—MAX.SL WIDTH +I (SEE SHEETS 7,8 AND 9) `MAX.SL WIDTH---�{ I I I I 62 Ci s00 � z � •• • : • ••• • �Q4......... .....50 FF SEE TABLES 3 AND 2 AND r MDO '�:'�u a•. 22 NOTES ON SHEETS 1&2 i o;z 66 62 :SL 9 tT. Frl' .62 ••,FOQ.PPUCABILITY SL SECT. F-F = `W° z y. HORIZ?(40QR W/FIN EEU f E� HORIZ.(SINGLE SIDE LITE) ITEM DWG 0 POTS DESCRIPTION MIPAIQWG# IPGT# PTION 1 9433 80411 FRAME D 80 D 8920D SIDELITE HEADER 2 1 TP.,Q-LO .1 X.375 GH 81f66ID V SIDELITE S L � UCr g,� WW8 3 0 87070K 13WEATHERSTRIP.187 X.300 HIGH 826B8038i SI S 1 -O4 7966X FL HBOLT STRIKEPLATE 83 'fflPQA #6 X I.M QUAD PN.SMS CJJ 5 7938X 2 P .LOCK STRDMPLA11E HEAD GASKETS( wa#7 ) 6 968 7958A FRAME HEAD STRIKEPLArE BACKING PLATE SILL tIASK K ) 7 1 17832Xl2FP)P #8 32 X.W0 PH.FL.MS-S.—SW/SILICONE PATCH 66 61641M SIDELUE.JAMS ADAPTER 8. 996 7 ETWEEN THRESHOLD&FRAME JAMB) 87 #12 X 1.000 SHEET METAL SCREW 9 998 70998 GASKET(BETWEEN HEAD&FRAME JAMB) ® ; 712863K SETTUNG SLOCX. 32n X 1/4 X 1"W/PSA,86+/-6 DURO. N p 10 952A 8533016 FUJLER HEAD ADAPTER 71 71287K SETTING BLOCK,1/18"X 1/2'X 1'W/PSA,86+66 DURO. F- 11 11 11000 811000M OUTSWW THRESHOLDww---BEAD,7/1 U 12 1870 671 TP ILL ...360 RD FOAM FSLOT BURY#32011) ,3/8' O o a 13 11004A, 011004M OLITSWING THRESHOLD CHANNEL COVER 14 11001 4 1 A AL P C IN HOUSE E N MOLDED) ® 90 B 60~14 1/4' U 1RASEAL 10 SPACER 16 11 11002A AL OUSE KM N MO ® 91 48 EMDED IN E DED EAD) N 16 11003A 41003AAL SPACER.1 E INJECWN MOLDED) 02 "a SEADI 995Dam A 934A, ,; ED IN U B ,8B+/-1 DURO. 21 1010 N.190 .375 HKiH 94. p -wow—INIM REINFORCEMENT,1.r X 2.760 X0.660,8061-T6 1 A.. 1 LL 1 18 1. A 96 1•. , 1 LL 241048 71048 JAMB GGREW COVER CAPqum,711 I-.3flW&.90 PVBi 3116'HS "- O 1 LATE INSERT /1 I• 1 00 V 18"HS' —29-1118 10X34PFA 0 H FL MS ® 3/18" MI 0-3/18°TP,UP AiI�PACE,1/8 HS,.80 P• , 18"HS 27 ion= Bus .1 X.300 H 1035FF-TH9 SHELFLLC In �L 30 910D ismDOOR PANEL,TOP&BOTTOM RAILai 31 991 1 RA 32 9 p Z 1 Q 33 '1 78 ?i069FP W,S M nd N J 3W 100 4 81 DA 1 ED ROD 065y 11-�� Q N 38 A 611 NUT a a 37 814A C N L O OUTSWING THRESHOLD 38 T X.75 PH.FL TEK 0 3 CHANNEL COVER 39 N PANEL HEADISILL&PANEL STILES) 8083-T8 40 1023 W47P.,.187 X.260 KOH FUSEAL 4 41720 SLIDE SOLTASSY.OWTIVE PANEL ONLY) 42.11145 92FPAW se x.ow PHFLB 8 O5 43 1219 7P3cGG SRI MW PLUG PKCYIVE PNQ 44 1 OUTSWING � 6 P ASTRAGAL 2 UTSWIN G) 46 1213 scam TP.,Q-LON.190 X.200 HIGH 47 00 48 1138 LOK •• 8UP . RL7MT- 170= 41708) 1.000 `` tt 213 �t 49 982 AY • 2 P N • ••• • .`�� 80 BOFS•• • .860 ►� •' S� d'• )=a 51 930 41711 STRIKE PL INSERT CINE PANEL) 125Ir :Z 52 931 7F PX DEADBOLT STRIKE PLATE22 TUBE MULL z 53 1116 71 FA 0 X. H F SMS 8063-T6 64 957 709M HAND PLATE• • • • 65 11118 171OXWFA 4#10X.V0lHjL.�.;m.S •• %�S( ' •..... d�. a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.750 -1.750 -1.750- :-1.750- PRODUCT RMIMM .050 1.620 acoloBC�ode�the Florkle 4 A 1.480 po i �� 1. Fr I 4801 .14. .250 4728 4.728 4.726 37 WEATHER . 4.628 STRIP CHANNEL 082 3.000 .050 8083-T5 4.000 082 4.100 .062 4.100 .062 4.675 4.675 0.375 4.100 � U � d 2.1 O20 DOOR FRAME, 2.125 .125 W o JAMB � (- DOOR PANEL DOOR PANEL DOOR PANEL 608378 0 3p TOP&BOTTOM RAIL 31 SIDE RAIL DOOR IiANEL .� 608376 8083-TbO INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE co LL 1.500+-{ 8083 T5' 1 6063-T6 1.578 32 6063-T5 ft ca 0 3.111 1261 �-., x.,..__...658 1- F�S �{ .890 -+ a Q p .050 Aw � .760 .683 050 .683 4 Z 1.400 .050-4{� T-11f 1 060 k r-.172 ® 0 Z Z TRUSS CLAMP 3V GLAZING BEAD 7/18"GLAZING BEAD 3rl 050 Q O W ELI- 10 M3-T6FILLER HEADADAPTER O 6063T5 73 8063-Tb 72 8083.75 I-V ==+, .000 883�I ad �-3.100 ►{ ►� 1.092 Q N ? LL 3.000--1 L- IG GLAZING BEAD Q 1.479 62 SL JAMB 74 6083 T5 T� 1 6063-T8 Ilia 1.272 1.479 - FL --1.830 � ,x. 0�' 'I-L 1 0 5.458 .075 5.212 I 19,44,4 a 1 FRAME HEAD 8.086 O .075 ?� Z 6063-T8 4.586 •• ••• • • • • •• 2.980 `�+AAll+ttttr� " 060 • •: ••: : : •• .760 .060-- �`�4c ,..aS.,•!�/j�� 079 M.489• • • • • • • •• •• • • •• Jt:•' u • _ ...W.Q.'. 489 �=1 I � 3.100 .Z � o• F� 3.000 �i ••• •• • • • SLJAMB OUTSWING 7HRLD � 61 o ��`� •• rADAPTER 18083-T8 z 8083-T8 6083-TB 20 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . HEAD HEAD HEAD HEAD �y HEAD HEAD ZONE"C"—iZONE'01---i--ZONE"D"-1ZONE"E" IZONE°D"ZONE°E"I moDUCf RENEWED as lde 12-0 ® X=MINIMUM JAMB ANCHOR Demo LOCATION. w w w w w w w z � z z XX z O z XO OR OX z -=ADDITIONAL JAMB o N N N N N N N ANCHOR LOCATION, to EQUALLY SPACED AS U REQUIRED PER TABLES O Q 3-7 ON SHEET 9. O Y $ w 98 SILLSILLII I I I J A ZONE C°`� ZONE Ir ZONE"D"--� A ZONE"E°~ ZONE"W ZONE°E" t s z to C SEE TABLE 3 .,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 8.,SHIT.9 CJ O •6 HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE w 136 Q w } Z EIdE-}—ZONE°F�Z'E°E1 ZONE"W °F"�Z } }-ZONE ZONE"F°�ZONE°F°�ZOENE ANCHORAGE SOLUTION W I I I I FOR A CONCRETE w OXXO INSTALLATION o c� w A.19"x 83 3/4"SIDE LITES"B"AND ai N �O LL @o a Qo 'gyp °E"ZONE ANCHORS FROM Qq p Y 0 w w w w w TABLE 7,SHEET 9. 4 N (Z� IL N OXO c N XXO OR OXX N N OXXO N PLUS; a Q B.713/4"x 83 3/4"XX DOOR ZONE �n -' °F"ANCHORS FROM TABLE 4, oil v SHEET 9,EACH°F"ZONE. SEE ENCIRCLED VALUES,SHEET 9 SOLUTION: oa TOTALS(4)TYPE 1 OR 2 ANCHORS SILL SILL I 31LL I SILL SILL I SILL ILL A- SILL SILL I ILL EACH JAMB AND 2+5+5+2=(14) ZONE ZONE"F° Z N •• Z "Ir • ESNE"F" ZONE ZONE ZONE°F" TONE"F"4ZONE TYPE 1 OR 2 ANCHORS AT HEAD SEE TABLE 7..SHT.9 " • • •• •�S 7•SHT.9 °E° A "E" SEE TABLE 7.SHT,9 "E° AND AT SILL. • •• • • • • ••• • EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4'""DOOR, •=ANCHOR LOCATION FOR ••• ••i ••i ••• i i ••• WITH 119"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE ® ��`�' c( '•.'j' 2.1/4"ELCO SS4 CRETE-FLED(MASONRY ANCHORS 3.#12 SCREWS 2ANCHOR rEa ARE BASED ON 9PM81NG ASiQLLOW3 WMINo O.C.NOR CONICRETEt SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. r: z 90 ib-mU€ -0 '�� ryy'•...�` .•'l��` d HEAD&SILL OF SIDE LITE3:8° CO IBRVAJV 24 314A�!C. REFER TO THEAPPROPRIATETABLES ON SHEET 9. '/�� ``` 3.TO DETERMINE ANCHOR QUANTITIES FI IM THE C I TION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • " ® TABLE 4.XX DOORS A TABLE 6.0 SIDE LITE ® TABLE 6.XO&OX ® TABLE 7.OX0.XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&QN) &O(XO rno>ucrREVEWED A,B,C,D,E GLASS TYPES A.B,C,D.E GLASS TYPES A,B.C.D.E GLASS TYPES• A.S.C,D,E GLASS TYPES A,B,C,D,E "� `- r� m�NY>ng with ft Fl Uwe ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4"ELCO 3S4 CRETE-FLEX A °NO 2.- 2 3,WOOD &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1.2.CONC &SUBSTRATE 2,3.WOOD 1.2,CONC &SUBSTRATE 2.3.WOOD 1.2,CONC 'Z MASONRY ANCHORS IDDOORWIDTHS LOAD ZONES WIDT LOAD ZONES DOORWmTHS LOAD ZONES DOORADTHS LOAD2ONES °XX"-47.7 "O"-10.76 "k'-25.50 "X"-26.503.#12 SCREWS(G6) PTO 71.78 TO 36.76 TO 37. TO 37.50 ¢ 4.ENCIRCLED ANCHOR (' A fu tu �' ^Xz"-47.7 �' QUANTITIES IN TABLES 4 04,; g a - _� �_ AND 7 PERTAIN TO THEU ao - < �+ - a TO 71.76EXAMPLE ANCHORAGES� Site SOLUTION ON SHEET S. OQtq � aWIDTH x HT. ; W97TH x Hi. wloTr+x Hr. 0 0 0 0 MOM x Hr. 6 o x x o o x x WnTrH x HT. o o x o o � �p � J � u� 25.50 x79.76 6 2 7 3 47.75 x 78.7 4 3 8 4 2 3 10.75 x 78.7 4 1 4 1 10.75 x 79.75 4 2 4 2 10.75 x 79.75 4 2 4 2 mc6 0 Q 83.7 6 2 7 4 2 3 83.7 6 4 7 4 2 3 83.7 4 1 4 1 83.76±.! 4 2 83.7 4 2 4 2 I w O 87.7 5 2 7 4 2 3 87.76.b 4 7 4 2 3 87.7 4 1 4 1 87.7 4 2 4 2 87.75 4 2 4 2 g UJ W J `- 91.7 6 2 7 4 2 3 91.7 5 4 7 4 2 3 91.75 4 1 4 1 91.78 4 2 4 2 91.76 4 2 4 2 $ LU O 85.7 6 2 7 4 2 3 95.7 6 4 7 4 2 3 95.7 4 1 4 1 86.7 4 2 •� 4 2 p� 96.75 4 2 4 2 p N O 27.60 x 79.75 5 2 7 4 2 3 51.76 x 79.75f_L 4 2 3 12.76x78.76 4 2 4 2 72.76 x79.76 4 2 IQ 4 2 IQ 12 76 x 79.7 4 2 4 2 D rA LL 83.7 5 2 7 4 2 3 83.75 7 4 2 3 83.78 4 2 4 2 83.7 4 2 -4 4 2 'F 83.7 4 2 4 2 47 06 O 87.7 5 2 7 4 2 3 87.7 7 4 2 3 87.7 4 2 4 2 87.76 4 2 4 2 87.7 4 2 4 2 091.7 8 2 7 4 2 6 91.7 7 4 2 3 91.7 4 2 4 2 91.764 2 F 4 2 F 81.7 4 2 4 2 096 7 8 2 7 4 2 6 88 7 7 4 3 8 Bb.7 4 2 4 2 95.75 4 2 4 2 86.7 4 2 4 2 © Z 29.50x79.7 6 2 8 4 2 3 55.76 x79.7 b 4 7 4 2 3 18.00 x79.76 4 2 4 2 19.00 x 78.76 4 3 a 4 2 18.00 x79.75 4 3 0 Q Q U 83.7 6 2 8 4 2 3 83.7 5 4 7 4 2 3 63.7 4 2 4 2 83.78 4 3 4 2 83. 4 3 W 4 2 Z 87.7 6 2 8 4 2 6 67.75 6 4 7 4 2 3 87.78 4 2 4 2 87.7 4 3 4 2 87.7 4 3 o Zp 4 2 0o Q d ,w 91.7 8 2 8 4 2 5 81.7 8 4 7 4 3 8 91.7 4 2 4 2 81.75 4 3 4 2 81.76 4 3 = 4 2 R �; nlto �y O 86.7 8 2 8 4 2 8 85.7 8 4 8 4 3 b 95.75 4 2 4 2 88.78 4 3 4 2 $ 86.78 4 3 v 4 2 Q p 31.60 x 79.7 8 2 8 4 2 3 69.76 x 78.7 5 b 8 4 2 3 21.76 x 79.75 4 2 4 2 21.75 x 78.75 4 3 4 2 21.76 x 79.76 4 3 4 2 N Z u 83.7 6 2 8 4 2 5 IMT 8 8 8 4 2 3 83.76 4 2 4 2 83.76 4 3 4 2 83.75 4 3 IQ 4 2 g 0 Q 87.7 6 2 8 4 2 5 87.7 8 6 8 4 3 6 87.76 4 2 4 2 87.76 4 3 4 2 87.76 4 3 -p4� 4 2 aad 91.7 6 2 8 4 2 5 81.7 6 b 8 4 3 S 91.75 6 2 4 2 91.76 5 3 4 2 81.75 5 3 p 4 2 p 98.7 7 2 10 4 2 6 95.7 8 b 8 4 3 5 06.76 5 2 4 2 Bfi.Tb 5 3 4 2 86.76 5 3 4 2 N 33.80 x 78.75 6 31 8 413 3 63.75 x 79.75 6 6 8 141 2 3 27.76 x 79.78 b 2 4 2 27.78 x 70.75 5 3 4 2 27.76 x79.76 5 3 83.75 8 31 8 413 6 83.76 6 5 V43 83.75 b 2 4 2 83.78 5 3 Z 4 2 Z 83.7883 f 4 287.78 8 3 8 4 3 5 87.7 6 6 87. b 2 4 2 87.76 5 3 '4 4 2 < 87.75 6 3 4 28 91.7 7 3 10 4 3 6 91.75 8 6 91.75 6 2 4 2 91.75 6 3 4 3 91.75 8 3 4 3 195.7 7 3 10 4 3 8 98.78 7 6 96.78 6 2 4 2 95.75 6 3 4 3 96.76 8 3 4 3 c a' 35.50 x 79.7 6 3 8 4 3 8 67.75 x 79.7 8 6 8 4 3 b 36.13 x 79.7 8 3 4 3 36.13 x 79.76 6 4 1" 4 3 36.13 x 79.76 8 4 4 3 8&76 8 3 8 4 3 6 **830446 45 8 1 3 fi• ••• 83.75 8 3 4 3 83.75 8 4 4 3 83.75 6 4 4 3 87.75 8 3 8 4 3 6 • ann 8 4 3 • 87.75 7 3 4 3 87.75 7 5 4 3 aC 07.75 7 b 4 3 �� jj��1" 81.7 7. 3 10 4 3 6 ••81. �6 10 4 3 '� •• 91.75 7 3 4 3 91.78 7 6 Kp 4 3 p 91.76 7 5 2 4 3 �� iL,.• "" •.,�2% 96.7 7 3 10 4 3 5 •• 98gf 4 M 10 • 9 b •• 95.76 7 3 4 3 9$.7 7 5 4 3 v 95.7 7 fi 4 3 d a 2y Z 9.7 8 3 8 4 3 8 71.75 x79.7 B 5 8 4 3 8 38.75 x 79.76 8 3 4 3 38.75 x 79.78 B 4 4 3 r( 38.75 x78.76 8 4 Q 4 3 �P 8 3 8 6 83.7 8 6 9 4 3 fi 83.76 8 3 g43 83.76 8 4 4 3 83.7 8 4 L 4 3 - �n <O:� Offi 7 3 10 5 •17476 8 8 9 . 3 6 • 87.76 7 3 87.757 5 4 3 87.7 7 6 7 4 3 ]'•wu91.75 7 3 10 4 3 5 •• X1.7 7 0• 10 4 3 4► X41.75 7 3 91.75 7 5 4 3 01.7 7 5 4 395.75 7 3 10 4 3 5 10 4 3 5 • • X6.76 7 3 96.7 7 5 4 3 86.76 7 5 4 3 ��pyf '• .. .. '' OQ`�� d ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD 1314" 3/4" 2X WOOD 13/4" BUCK,NOTE 2 1--MIN E.D-.—�MjIN E.D.� 3.4 KSI MIN.CONIC. i 3/4°MIN.E.D. 3.4 KSI MIN.CONC. BUCK NOTE 2 ix WOOD BUCK,NOTE 2 I 3/8'TYPE I C..Vsyft whb*0 makto 1314"TYPE 2 .12-067 lXWOOD 13/8"TYPE 1 --T .".--F- TY E A=Cpm BUCK,NOTE 13/8' 13/8*MIN. c 8' BU MIN. r- r 1/4'MAX. 1/4MAX SHIM 14"MAX. 1/4"MAX. SHIM WOOD SHIM SHIM C ANCHOR CONIC EXT. WOOD EXT. EXT. P1 ANCHOR, TYPE 2 OR 3, ANCHOR ANCHOR OT NOTE I TYPE I NOTE I TYPE 2 OR 3, 1 1/4'TYPE 1 OR 2(CMU) NOTE I DOOR HEAD(WOOD) AD(CONC) R 4C -1 3M"TYPE 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 1318" 1 3/4"TYPE 2(CONIC) -§0 1/4°MAX.SHIM MIN. 114'MA* I 1/4°TYPE I OR 2(CMU) SHIMpp 1/4"MAX SHIM 1/4"MAX.SHIM C6 ' --T 13/8"MIN. 1318-TYPE 1(CONC) -.1 3/4"MIN.E.D. 1314*TYPE 2(GONG) WOOD CONC. 1314 ANCHOR ANCHOR 0 N CONCww NOTE 1 v fn Lu STAGGERED ANCHOR (1) LL .$KSI MIN.CMU OR CENTERS,- ON \,-WOOD Co 0 TYPE 3.4 KSI MIN. NC. 06 STAGGERED ANCHOR, 0 314'MIN.E.D. 20R3. CENTERS 3/4"MIN.E.D. TYPE NOTEI NOTE 20R3, • 0 2X WOOD lxWo 13 2X WOOD EXT- NOTE lu SUCK NOTE 2 EXT. N .5,SIMIN.CMUOR BUCK-NOTE 2 IX WOOD BUCK,NOTE 2 EXT. a 1: 1 z 3A KSI MIN.CONC. Lu Ill W DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) 0 x Z WOOD ANCHOR TYPE 2 C.ANCHOR, z o') uj R 3,NOTE1 NOTE1LL WOOD ANCHOR,TYPE 2 OR 3 N C'4 o OTE I CONC.ANCHOR,NOTE 1 1X WOOD EXT. BUCK, EXT. EXT. NOTE 3 NOTE 2 C 0 ) T-4 '114"MAX. 1/4"MAX Z /4" < Im SHIM -"'SHIM aV TYPE I 1318*MIN. 1318*MIN. 1314" PE 2 % 13/8*TYPE I 1314" 3.4 KSI MIN. T 314°TYPE 2 2X WOOD BUCK,NOTE 2 3.4 KSI MIN.CON Q CONC. L 2X WOOD BUCK NOTE 2 1,-- 13/4' 1 DOOR SILL(WOOD) ' N.E.D.DOOR SILL(CONC) MIN.E. . SIDE LITE SILL(WOOD) .2! SIDE LITE SILL(CONC) - FW CR EX EMBEDDED 1 3/4"MIN:-(7mYPE 2), itltstCRIEiE 1.914 S USE #12 SCREWS,G6 OWE 3)OR ELCID VIE E ANCHORS EM5*VQED 1 31W MIN.(TYPE 2). st- 88 TOME N 1 I;L 2.WOOD BUCKS DEPICTED AS Ix AR6 THICK. 11 AOOMCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS -y DEPICTED AS 2x ARE I 1Y1"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE -Z f *Z= AUTHORITY HAVING JURISDICTION(AHJ). - 3.IF SILL IS TIGHT TO SUBSTRATEpGROUIT"OTHES VATWIAL IS NQT REWIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) j.. 0 —0 z co- MUST FULLY SUPPORT THE EN .. 0- &LEN3TH OF if SI 181,01PTIGH11TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF WOOD,30#FELT PAPER OR MA IS QUITE VQUr.04 WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 0 • :0 0: 0.* mm MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 26�h Street, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE OA WW%mlamldadg gov/Mere/ I 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, APPROVAL DOCUMENT: Drawing No.404Q 20,titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11, dated 09/01/2005,with revision"D"dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. IMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option"M"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,model/ series and following statement: °Miami Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revisipAgr change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA6as an ebdorragmentrof.... any product, for sales, advertising or any other purposes shall automatically terminate 11tis NADA:FFilure to - comply with any section of this NOA shall be cause for termination and removal of WAt •• • •••••• ADVERTISEMENT: The NOA number preceded by the words Miami—D;Jj:County, Y.�jlda, arid•••; followed by the expiration date may be displayed in advertising literature. If ft ppttion d9 the 6NOA.is... displayed,then it shall be done in its entirety. 66:66: 6. ..:..• INSPECTION: A copy of this entire NOA shall be provided to the user b�tlid manufMtiter or I�•*:' 'on at the job site at the request of the• ui�ding Official ... . nd consists of this page 1, evidence pgges f 1,F-&.2%d"E--3,,ps • weas approvdocument mentioned above. •..• 0000 :6090: The submitted documentation was reviewed by Jaime D.Gascon,P.E. gg90 9:. i Iii f 5jt Pl p11@lili ?i 4��am�l R' f�l �_ J 7 11 0 2 e It PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 20194 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:l)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No.07-0322.06) 3. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 0000 (Submitted under previous NOA No.07-0322.06) •....• .•.... 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 2.01-194 •• ;•; •; 2) Cyclic Wind Pressure Loading per FBC,M203-94 " • 000000 0000• along with marked-up drawings and installation diagram of 64 pwminum•i jAgle hung••• window, with fin frame, prepared by Fenestration Testing.LabbratoNOlat., Te►�t... Reports No.'s FTL-4649 and FTL 4723, dated 10/05 and ONt lAQ5, bothrsigped and:••• sealed by Edmundo Largaespada,P.E. •• •• •••• ••••.• (Submitted under previous NOA No. 05-101&01) •• • t • 0000 .fameD.q%co ,P;E►••� Product Control Seqqgq Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 4 PGT Industries NOTICE OF A,CCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3) Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s YFL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-10X8.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminon single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL,4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS , 1. Anchor verification calculations and struciural analysis, complying with FBC 2007, dated 01/11/2011,prepared, signed and sealed by Robert L. Clark,P. E. Complies with ASTM 81300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE I. 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 geNgnours.&Cp., Inc•.9• for their"DuPont Butacite®PVB Interlayer"dated 09/0$/143 wiring b&12;1 1/16.000: 2. Notice of Acceptance No. 114325.05 issued to Solutia InC.6fdf4their "S9flex ard...; Vanceva clear and color interlayers,' dated 05/05/2011, 01** on•0�721/ 2016�• Goo 60.96. . 96 6666. 66 66 9966 6666.. 6 6 9966.. • • Jaime .Gasco t,P.• •••• Product control Sec�i6op:S3upervisor • NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E--2 ^ l . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC--2007 and FBC-2010,dated October 07, 201 1, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL74723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. I ' • • •••• •••••• •••••• •• • •••••• • •••• •••• •••••••• •••• •••• ••••• • •••••• • •• ••••• • • . • • •• •• •••• •••..• • • •••••• • . 3alme b. Ga sc n,P.E•..: Product Vontrol section Supervisor • NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 t• . ® GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) B.SMS"LAMI CONSISTING OF(1)LITE OF IV ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C.BNB°LAMI CONSISTING OF(2)LITES OF 1AT'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. _ D.7118'LAMI CONSISTING OF(2)LITES OF 3118°ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E.718°LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F.7118"LAMI CONSISTING OF(2)LITES OF 3/1W HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G.13/18"LAMA IG:(1)LITE OF 1/0*TEMPERED GLASS,AN AIR SPAM AND 6/18°LAMI CONSISTING OF(2)LITES OF TAY ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXAMEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP ®H.13/18"LAMI IG:(1)LITE OF 1B"TEMPERED GLASS,AN AIR SPACE AND 618"LAMI CONSISTING OF(1)LTTE OF 1/8"ANNEALED GLASS AND(I)LITE SHEET OF TAX"HEAT STRENGTHENED-GLASS WITH A.090 DUPONT BUTACTTE OR SAFLEX/KEEPSAFE MAXIMUM PVS INTERLAYER. GENERAL NOTES.............1 1.13118"LAMI IG:(1)LITE OF 1A5"TEMPERED GLASS,AN AIR SPACE AND 5118°LAMI CONSISTING OF(2)LITES OF TAP HEAT STRENGTHENED GLASS NTH DETAILS............2 TH AN.=DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES.......3 J.13/18"LAMA IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7118°LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A ELEVATIONS.....................4 .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER, K.13118"LAMI IG:(1)LITE OF 10 TEMPERED GLASS,AN AIR SPACE AND 718"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITEUVERSECTIONS.............B TE VERT. SECTIONS...........,B OF 3/18" M STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB. PARTS LIST......................8 L.13/18 LAMA IG:(1)LTTE OF TAX"TEMPERED GLASS,AN AIR SPACE AND 711W LAMI CONSISTING OF(2)LUES OF 3/18'HEAT STRENGTHENED GLASS EXTRUSIONS.... ......7 WITH AN AW DUPONT BUTACITE OR SAFLEXWEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL.............7 ,&M.13118'LAMA IG:(1)LITE OF IV ANNEALED GLASS,AN AIR SPACE AND 611V LAM CONSISTING OF(2)LITES OF IV ANNEALED GLASS WITH AN.080 DUPONT BUTACITE OR .....8-11 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE............... 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) ®3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. e.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL4845,FTL-4848,FTL-4847,FTL-4848,FTL-4849,FTL-4850,FTL4851,FTL4723,FTL-4957,FTL-4968 AND FTL-6083. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-20W ALUMINUM DESIGN MANUAL PRODucr RavIm as ammp yisg wWl the FloAft 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. a kft CO& No 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVH2). T>e6 •• •• • • • • • of Illllil i i ••i i i i i *A VNN mlQ4'"" •• •• •• • • • •• =*; I3o56106 • OF J.d 4Qi07A/ � Oi9TE eao0� ��.' $pS1: P.�•V' ••• to7oTecrn4aoovLaave GENERAL NOTES ';�O '•...FL.OM • ' • c• c eoa;c/s+c aeAWAf t Fxo Hs WU ALUM.SINGLE HUNG WINDOW,IMPACT �FS3tONP�� • FX Si/19iD8• 8 P,o.iXpc sass t,�-I y� aaen orr ae®e NOICOMlB Fi 84274 ygB e"a.esee can rhea e.r A LYNiW11ARLLct4 P.E. pk aW/� ?/Z3f07 BMOC NTS 1 s 1 f gD40�2t) O FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ®NOTE: 1 G)- LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3118°WITH NO CHANGE IN DESIGN PRESSURE. 1/2"NOM. 1/2°NOM. 41 GLASS BITE GLASS SITE aEXTERIOR INTERIOR (ALL SECTIONS) 80,81 ar 82 83,84 or 85 70 70 1i8°ANNEALED OR HEAT STRENGTHENED GLASS 3f18°ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLUTIA OR DUPONT PVS INTERLAYER 080 SOLUTIA OR DUPONT PVS INTERLAYER 1f"ANNEALED OR HEAT STRENGTHENED GLASS 3118°ANNEALED OR HEAT STRENGTHENED GLASS 61181NOM. 7/18"LAMINATED 6/16"LAMINATED GLASS 7/16"LAMINATED GLASS 1/2°NOM. 112°NOM. et6 GLASS BITE t}6 GLASS BITE 38 38 ® PRODUCPREVE M 86,87,88 or 92 89,90 or 91 G9c0m dy[ v/m1th"Plmid" Bu mmomb _ A � Ido 70 70 M1"ml Pt"d"otCmdro 118"ANNEALED OR HEAT STRENGTHENED GLASS 3118°ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLU71A OR DUPONT PVB INTERLAYER .080 SOLUTIA OR DUPONT PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3fIW ANNEALED OR HEAT STRENGTHENED GLASS ••• •i i i ••• i •• 6/10°LAMNATED 7/18°LAMINATED �� VNN 4144F��i • • •• • • • AIRSPACE AIR SPACE �� y • •• • • • • 118°ANNEALED OR TEMPERED GLASS® 118"TEMPERED GLASS® �ZD..��.SNSE' ••• •i ••i ••• i • 13/18°NOM. 13/18"NOM. - 65705 13/16"LAW IG GLASS W/5/16"LAW 13/16"LAMI IG GLASS W/7/16"LAMI -�`i No • •• R 10 it ••• i J«d t f D Ttt�f3f7 GLAZING DETAILS O ' FLOR • • • 1 GLASS YPETIOTE FROM HS 19 NoOiaol�tts FLSWe ALUM.SINGLE'HUNGWINDOW IMPACT '��FSSiONAL.•• FJG 91Hs0� 8 IfEM1�x TO6H61AM1 dl�OLA$8 &LAbt1 fQ fJOTE P.O.BQ7c tb� wareut m.1•xn a, A.L�I/IIV MILLEEI�t P.E. 0i1° O1 f1 P � 4 VW*BQ� ren FUII 2 d 11 404020 a FL P.E.#68705 FJG J d x/19/07 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLf31. lij,ci INDOW TIP TO-TIP FRAME DIMENSIONS _ ._.E 88" 88" 70" 7R1.7&9 74" 76" +80.0 -80.0 +80.0 -80.0 +80.0 4WO +60.0 +80.0 -80.0 +�.0 -K0440.0 �.0 +80.0 -80.0 +80.0 410.0 +80.0 -80.0 +00.0 +80.0 -80.0 +79.0 76 0+80.0 4�.0 +80.0 -80.0 +80.0 4W.0 +80.0 •80.0 +78.8 +77.3 77.3 +76.0 -78.6+80.0 -80.0 +79.8 •7@.8 +78 2 •78 2 +78.9 +78.4 78.4 174.0 •74.0 AK,L +80.0 �.0 +80.0 •80.0 +80 0 4W 0 +80.0 +80.0 4M.0 +80 0 80.0 STANDARD VIEW$RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE 2. BASED ON FLANGED WINDOW TIP TO•TIP RAMIE DIMENSIONS WllTrtl w0o=maw GLASS TYPE 38 318" 44" 80 8m" 83" 72" 74" 78" MEETING RAIL 48" A ,M +80.0 -80.0 +80.0 -80.0 +80.0 - 0.0 +80.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0. HT. 86" A,S.M +80.0 430.0 +0.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 84" A. . 440.0 430.0 +80.0 -W.0 +80.0 .80.0 +78.9 -78.0 +70.0 -70.0 +88.8 •88.8 +87.8 417.8 63 W" A, +80.0 -EIEC +80.0 .0 +80.0 4�.0 +78.0 -78.0 +88.0 48.0 +88.7 438.7 +01 8 401.6 UP TO CA F, ,NAA L +�0 4�.p 180.0 -60.0 +80.0 4�.0 +8p.0 8D.0 +7p.0 70.0 170.0 •70- +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH BIL OPTION® TABLE 3. BASED ON FLANGED DOW (P TaTI� D lON8 WINDOW BASH 11ISM PAIL WMWW HT.W/BASH•78"PLANG73D AND 78"(NTEARAL FR4 Q Nue W103'H SLABS TYPE I 171!8" 2Z 1'1118" 26 3118" 1 33 3f4" 1 39 8M8" 4413118" 1 50 318" I a 118f18" SASH as ws". D,E F„I,K,L +00.0 1 -0.0 +80.0 1 430.0 +80.0 1 40.0 1+80.0 140.0 1+70.0 70.0 1+70.0 70.0 +70.0 1 -70.0 1+70.0 -70.0 HT. JH MEETING RAIL TEST REI+ORTS TABLE 4. -X' FTL4847,4840,4723,4967 B.8/18°LAM!-(1f8°A,.m'wm) FTE-4847,4848 C.8118+'LAMI-(1/8°H8,.080,U8"H8) FnAS47,4848 0.7118-LAMI• 18°A,.090,3118-A) FTE-4848,4888 E.7118"LAMI- 10W.080,3118-HS) FTL4W PRODUCr REVISED F.7118"LAMI-(3116'FIB,.0903118"11 FiL-4048 a onvly�b dw MONS afts 0.13118"LAMI 10-U8-T,AIR SPACE,S/18-LAMI-(1/8-A,.0KlJWA) FTL4648,4723 BoAo aoNo p � N.13118°LAMI 10-1/8-T.AIR SPACE,811W LAMI- 1/8-A,.090,1/810FTLAW L 13110°LAMI 10-U8'T.AR SPACE,8118'LAMI- 1/8"118.090,118-HS FTL-4848 _ UC$coSao &13118-LAMI 10-1f8'T.AR SPACE,711W LAMI- 3flSW FTL4849,4880 K.13118-LAW IG-1/8-T.AR SPACE,7118-LAMI-(3118-A,.M,3118-HS) FTL4649,4850,4988 •• •13118-MAW-1/@-T'AR BRACE,7/18-LAMI-3118-HS,.090,3118-HS FTL46419,4850 i Met 3A!r -1 SPACE,311WLAM I- 1 18°A,.M.1/rA FTL43083 .`�� yl�' N • a • use • ••• I Gp� " j4TOA> ( gF -'f R LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. - :*; Na,roll), 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1-FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618-MINIMUM TO 38-MAXIMUM. i•• i ,4L 69051111 D 7l�8►IBBf DESlf31V PRESSURES ,o'••..••Loa•. e as awnr�r (ilAB87YP8707B�8P0D/7lOAr/16 ' RLaim°a1Y° 0. ALUM SWOLEHUNG WWNDC IMPACT FAG giP .� re++ ILlE�P.E. Vbft BMW FAG 8NA6911.W07 • �+ elrlao NT8 9 e 11 4040-YO 0 FL P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 531!8°MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED I D C rI DLO(ALL) 75"MAX. — — 75"MAX. I 75"MAX SEE DLO I,F. A A I.F. I.F. TABLE D-J HEI SEEEDEO O / HEI HT SEE DLO C� HEI HT TABLy ® / ® TABLE O 78"MAX. 70'1 AX. 78"MAX. FLANGED FLANGED FLANGED HEIGHT HEI HT HEI HT SEE DLO H8' IE TABLEC '' MAXSEE DLO SSEE DLO (MAX.) HEIGHT TABS X j NO E 4 TABLE X j NO 4 L 481/4'MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 111 VERTI B E� CAL DA LIGHT LITE75'MAX. I 76'MAX OPENINGD1 D T I. HEIF T E—J HEIFHT LOW HIGH SEE DLO I DETAIL I SILL SILL TABLE 0 ® TABE OLD LE 0 ® A 34 1/2" 34 311 / I 70'1 AX / 78° B 41 818" 41114* C FLANGED FLANGED 41 1/4" 40 718" HEIGHT HEI D 52518" 5211/1(" E 521/4' 82 5118" SEE DLO TABLE X / SASH SEE DLO TABLE X PRODUCT W Oyr with t� j I AS j SASH LOW HIGH B4db%riagwnhureMmtae HEIGHT HEIGHT DETAIL SILL SILL patio A 341/2" 343118' B 27 7/18" 271/8" B C 277/18" 271/8" 'comrot DETAIL D DETAIL E D 18 3/8" 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 16 3/8" 153/4' •• •• • • r • • •• TABLE5. itilll • • • i i i i e `�� V LYNN... •• •`SS E*6101 f TICA.AND HORIZONTAL SECTION DETAILS. �•`\��ON��OENSE •• 9 0124 SESVMEETN FOR CORNER DETAIL VIEWS. �.: 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. Nc.88705 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B$C)ARE BASED ON A THREE OVER TWO FORMAT. Izz • •• •• : O ! OF W III '�S i•• i OF J.L 1�G7 1 D THdSSN�T o� %�Q STA 0..•' 2 • • • �vroTEciv+o�anowve ELEVATIONS „o '..PLOR\ .• fit?: • • Ji 1 I� THa shmffT n AUB.PL erns mA �'i%. . ALUM.SINGLE HUNG WINIJOW IMPACT SIONAL FJG IV134 a AMWE� 4RN . YERB/0/$CHQN07E3.A0DN07E4. POBQX161B y ati� rr� a"e A.LYWIMI&OtP.E. Nolmae®,RaaeT• W*Better M7S 4 e it 4040.20 D FL P.E.#68705 FJG BHA18 Z. 9lL9/07 ••• • • • ••• • • I---2'784"--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)16r'FROM EACH SIDE OF SASH. ZB 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 3111 9,10,11,15,16 MAX FIXED 2.710' LIrE 7,8 OR 17 DAYLIGHT 25 OPENING 25 MAX.FIXED LITE DAYLIGHT OPENING OUTSIDE MAX WIDTH SECTION A A 6 OUTSIDE _ INTEGRAL FIN(I.F.)FRAME SECTIONS® INSIDE 23' 47 50 MAX HEIGHT 21 2. I OUTSIDE HIGH I SI 2, I LOW 81 j.L MAX. VENT DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING 68 2.710" ®I.F.FRAME 28 53 OUTSIDE li PROM=rftFl01ft ffNal 4 6BuMm 53 2.330° 2.948" eoSem C 52 (LOW SILL) {HIGH SILL} 63 •• •• • • • • SEE NOTE ABOVEXNN 54 64 I t • • • • • • • •• • • • • •• 87moo go 0 0 • • • 30 uLTRauFT 12 ONLY ��RALIFT 705 SECTION B-B 12 SECTION C-C _ k; No• '; ALTERNATE HIGH SILL RADIUS TOP • •• (L SILL HOWN} (HEAD DETAIL-FLANGED VERSION) 0. •'t•t4 i•• i .1 1 O TMSFAW • • • 1moleawo�o•r�ve SECTIONS %06, •.�LoaioA• • • FieONOMFLUM 1v1sm�Ifts r�sEcnonissc vsounArsant taaa xevrs NPoegoc see ALUM.SINGLE HUNGWINDOW,IMPACT �''�i/sLS,IONA�-`��• rwrele umr new NOKOW8,FL 944T4 vw*gam. erarmo are ere aaoa. we A.LY 'MI88EI3,F'.E. FA effia ,m 22M SH7W Haff 6 a ft 4040,20 D FL P.E.#66708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MW I OWQaN I DlECROPTNON POm9 ITIBHDYY01# Dl9N POIIO 1 4002A MMSE FRANIL HERO 812225 80 1635 SCREEN SK( -.135 HARD 81635K 2 1168 X 1.000 Q M PN.SMS MINA 81 ECRM CLOTH 81818 3 40030 t E S6 L(LOW SILL) 812228 83 806 GLAZM CHMWEL .888 X.500) 6633402 5 1828 .ADINM OM CELL FOAM PAD 7P 1626 84 1181 A8 X 1.000 PH.BUti1.64K 708X1 812227 87 TAF%Ift X 12•7118 LAM 62"610 8 SASH STOP 812244 ® 88 4081A SASHOOTIMIM SILL 64081 8 4026 SVOP1.128 LONE 812244 88 4060A FRAME SILL SI 84060 6 318',6W,OR 11118° 70 IMICOM Dews".0105 OR OOLWI 10 1080 31r OR 6A1° 88ALCVR918 80 A ,511 (WAAM 1A)° 11 .7 [182 511 1 1 S) 12 KET C. ,6/18' 1 1N°HS 13 08611SASH bXl 42804 ® 83 D. 118°LAM,(IW N I8 X 1 ME T HEM 8.STL 74XIFPAX 84 7118'LAK1!8'A OEI 1 18 1080.1B ,11118° 68ALCVR870 88 ,7110°LAM, 14 ,1A1°H 17 84053 88 W GLASS.131180 LAhl 0 1 6118°LAM, 118 A•090 PVB.IW 18 4728.1 SWEIRACKOT 7ULOW 87 H.GLASS,19H0° I0:WT ACE,611 °LAM,(WA-090 1/8°11 19 MM X V2°L8.PK FH.TYPE F S.Sri 7 12FPFX Be L-_ 13118° tti11AYT, ACE,5110° 1 080 PV61N°H 21 4 C 840540 ® Sr . ,13118° 23 04 90 ,13118° 7118° (3118'A 090 3110"11 25 "1 0 K FON SEAL QO 91 L 1 lt#I NR 711 311 1 71 1 .(WA.M 101 26 4007 OWSILL) 81 iWM 30 1 9 31 121 PWA62- 4 501 35 1OCK3WX21N84°X1° 7f ij so Is 8 38 1062 LNAP3 KI"X314°X1118° 71 7 1224 1 ,K 30 1 8 48K 41 G,ASS. 64090 47 FRAME,I.F.HEAD 42 8 ELAN! KIT 703 ® #4071A,6063-T8 44 . 118"LAN 04222 45 9860 , 118"LAM ILL KIT 8885 48 FRAME,I.F.LOW SILL 4087 .13118°LAM LQ 84087 ® #4072A 6063-TO 47 4071A 04071 2808 48 L PAODU*8v41 dw a aoBuIldfugCode mplY�@ wlgt Uw Plartda 48 4073A 1 Q—NSLL 840 3 �� AooapmocoNo �Q- 6040748 IF.JANE 040 4 02 400886!LA OW L 052 NOM LATC 7 Gi TM0Ci0 mm Product c 64 40 I ) 82740 4 1 Z 55 1014 &VER) 81014 L,MNOM •• •88 1830 • KEYWRINIM 71830 THICKNESS • V190UTRMN�S 71831 .� SINN ... .. ••• 086 1073 7CASP � p�y`�ENse •• 1.0 F• -.135 DW FOAM I 01824K O FRAME,I.F.JAMB 05 ®OFRAME,I.F.HIGH 811.1. ®� #40749,eosa Te _*f N°'S* ' w 8083.18 (USED AS RADIUS TOP HEAD) Nf W • • l� OF Z: ••• jFJK& tlP LISTPMW a• fel/IMCdwaAIWAB87YA87GTt+ P t OAlIIS 4waaome N9 afm6 A".SWMEHUW WINDOW IMPACT tVGI(OIY �81674 � onA.LY�INMIW6k�,P.E. rm 8N7QD NTS 8 11 404a 20 I D FL P.E.#65705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® I.F.FRAME SEALANT ALONG ENTIRE JOINT I or 47 II I.F.FRAME n F--2.764---{ I 2 I� � I II Ifi 2.830 2.330 1.383 I . jL— .062 6or50 FLANGE FRAME HEAD #002A,W63-T6 I-.---2.784—►{ I - 1 749 O FLANGE FRAME SILL (LOW) WELD ALONG #4003c,606346 I 8 or 60 SCREW SEALANT OR GASKET BOSS(2) 2.710 1 �-10513—�f.738 IAT HEAD AND SILL 490 I .002— VIEW D-D VIEW E-E (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH #4026, 063 T6 17 SASHoSOPCVER — — FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB O #4604,808346 (USED AS RADIUS TOP HEAD) 1'i66 .878 2.328 1.096-A- rl 1.342 �2 279 .0 41 GLAZING BE 5/16" T #40398,608345 —rr.� 1$8 1�7 [:O:e2- 1.979 O SASH SIDE RAIL .062 � 31 #4008.808376 21 FIXED MME'ETIN�G RAIL 23 SH TOP RAIL 28 SASH#4007,6=45 BOTTOM RAIL(LOW) .0504--.- 1.068 60as 1. 67a 42 GLAZING BEA ,6/18- tPRODUCrRINISM Ib "soomptgin•with Um Florida #40448,808345 2.326—►' 1.006—�� (USED W/GRILLKIT) Axo 1 • }�'- 2.946 O GLAZING BEAD 7/16" 3.448 j #4222,6003-T6 Product Comrol 2.836 •863 060 •• •• • • • ,082 _1 I 1-- ti111711 i i • • • • i 878 ��'r 1.097 • •. . • • . •�•�. __.� •� ' `' GLAZING BEAD,13/16-IG `��`Z�.•JGENSE '•Q ••• •• ••i��'2d 1.116—�-- #4087,6083T6 89 FLANGE FRAME SILL(HIGH) 88 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" _*? go.56705 #4060A,8083 48 #4051A,e063•T6 #9850,8083-T6 (USED W/GRILL KIT) J.L Q07 D BHEfdf :� stoxf •• • OM"� ,o�o,Ecwta>oaruarve EXTRUSIONS&FRAME CORNER DETAIL �,� •. PLOµ�v? • • l � F 1Sw, B f RABBEMBLYTO UDELF. ALUM.SINGLE HUNG WNDOWu IMPACT LYIS{VMil. P.E.'O � a y" ZI"8f 1 7 11 mv404010 •Dm FL P.E.#667FJG WX5 JJ2 D ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE L ANCHORAGE NOTES: 28.803 34.803 48.803 803 .803 78.000 s-�zscREwS ❑ U V ❑ U U U U Z Z ❑ ZMZZM Z ZONZ ZI ❑ tZ) CZ Q � ONrQ� O N 89 QL) QQ8 q) - �-_ C,D,E,F,G 1 1 1 1 1 1 1 _1 _1 1 1 1 9 = • H,I,J,K,L 1 2 1 1 1 1 1 2 1 11 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 _1 _1 1 1 1 1 1 1 1 1 1_ 1 1 ��• • � �"" " `�- aB,M 1 21 1 1 1 1 2111 1 2221 2 222222222222222222222222232233 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF — - _ —�. _._ _._ _ NOTE 2. 24.00 H,I,J,K,L 1 21 1 1.12 1 21 21 2221 2222222222222222 32222232223332233 1 1 1 _1_ 1 1 1 1 1 1 1 1 _1 _1 1 1 1 1 1 1 _1 1 1 _1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR ABM _ _. _ FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 121112121212221222222222222222232222232223332233 ARE1'LESS. C,D,E,F,G 1 J22 1 1 1 1 1 1 1 _1 1 1 1 2 1 1 2 1 1 2 1 1 6 DESIGN PRESSURE LIMITATIONS: 32.000 r H,IJ,KL 1 21 222231 22 323222323 2223 332233343233343344 SIZE BLOCKS OF THE ADJACENT TABLEWITHA 1 ��ITALICIZED VALUE ABOVE THEM,INDICATE A AB'M1 2 1 2 2 22 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 23 3 3 4 3 3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,q 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUMTHE H,I,J,K,L 2 2 1 2 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 PRESSURE FORRESPECTME SIZE1 1 1 2 1 2 1 2 2 1 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 221 2232322: X2322232323 42333343334353344 AVAILABLE. PS 79 C,D,E,F,G 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,IJ,K,L 2 21 22 2 2 3 22 2 3 2 3 2 2 2 3 2 3 2 32 3 24 2 333 34 2 3 34 3 6 3 3 34 4 6:31:3:44 ABM - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221222232223232223232323242333342334353334453344 PS It TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX.PSF 44.00D H,I,J,K,L IL 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 42 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4F5 3 4 41r). (DP LIMED) 198 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 2 onocrxavIseo Z 222222 32223232233242333342 333342 334353334453446 �PIYm@rn"ihaFlmhlo PSF 79 79 owe JAMB ABOVE 2 3 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 I_z2 2 _3 2 2 AMBMTGRAIL No� JAMB BELOW 48.000 H.W,K,L 222222232223342333342334342334353334353345463455 WrG.RAU pP0Q1ct aB.M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 •• • • • 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 8 3 4 5 5 (FULL DP) • • • T8 T9 HEAD 2 NO, , LYNN Mn�F'�.,� • • •• �•"£Nss R •• i i i �tiD,Q,F •2 •2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 ` 0;y\o •.,..*�� •• s: H�,J,K le S L 2 2 2 Z 3 2 2 2 3 3 4 2 3 4 3 4 2 3 314 3t4 3 3 3 4 3 5 3 3 414 4 8 3 4 4 5 4 8 3 4 5 8G 2 2 2 2 2 2 2 2 2 2 2 3 2 2`' 3 2 2 3 2 2 3 2 3 JAMB BELOW ae - MrG.RAIL 2222222322233423 34233434333 353344453345483445 • • q Z'� •: AA aa7 t v 714168r �movotave ANCHORAGE SPACING 9/9 WINDOW5 ,�p�;•. � �Q"•'tam • JJs I Md Twavw NoOM,FLa4Ve o� ''�FSSIONA�'�``• • • • r ALUM.SINGLE 14UNGWINDOW IMPACT FJG 1U7&8B a BY91TE no egottsxe •w,• •.r im, A LY�f6fiNILP�13 P.E. am aer NaIQDM�FL 3n7e VRdbq�Btreter sMm NTS 8 a 11 4040." D FL P.E.9 68706 RIC 7AW J.J. 1ld9/07 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1W ELCO TAPCONS WINDOW HEIGHT 2-1/4°ELOO SS4 CRETE-FLEX SUBSTRATE: 29.8Z 5 Z m 37.155 ^44.855 52.155 Z59. 67.155 74.85 78.0z 0 3-#12 SCREWS ®ANCHOR TYPE. a � a 02.ANCHOR LOCATIONS ARE BASED ON THE WOZrO O ZrZ rNr2� FOLLOWING DIQ8Z 04 Z0 n0-N Q J 8 U HEAD8lir MW) FROMTOP CORNERS WIDTH Z4 cV Z - ) � % C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX'FROM TOP CORNERS __ _._..._.. _.._.. _.._.....- _-- _..... _..._ _.._._,.._._ .__._.----._ _ _ ._.._ _ _ _ _ _ 15°MAX.FROM BOTTOM CORNERS - HI,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 e°MAX.BELOWMTG.RAIL 19125 A,B,M 1 1 1 1 1 1 1 1 1 1 1 9 1 1 ®SILL-ANCHORS NOT REWIRED t 1 1 1 1 11 2241 222221 22222222222222222222322232322232 3.INSTALLPERTHE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 HIJ,KL 1 1 1 1 Ill 2211-11-21i 22222222 22222222323222323222 32332222gg1EWIDTH AND HEIGHT DIMENSION ARE FOR A,B M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 2 2 1 1 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 Z 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 ®�'�1"LESS• P8 68 77 8. DESIGN PRESSURE LIMITATgW; C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1EZ 1 1 1 1 1 1 1 1 812E BLOCKS OF THE ADJACENT TABLE WITH A 32.000 RIAKL 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 4 3 3 2 4 3 4 3 3 2 4 3 BOLD I ALICIZED VALUE ABOVE THEM,INDICATE A 7 1 1 1 1 111 2 1 1 2 1 1 11 9 1 9 f 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M OF ANC HORS SHOWN IN BOLD.OTHERWISE,THE 11 1 1 11 2222222222233223333323333433243433243 MAXIMUM DESIGN PSF 89 87 78 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,KL 1111111 11 22222223222333 22333333±L3 333233433243443243 AVAILABLE. A B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3-2T-2 123:-3T3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PS 64 78 82 78 C,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 40,000 H,I,J,K,L =11: 1111 2=2 2=2 2=2 ?j 322333322334333 33333343443343443363 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _Z 2 2 2 2 2 2 2 2 1111112222222322333322334333 33333343443343 44 33 33 TABLE KEY: PSF 49 78 58 78 78 MAX PSF C,D,E,F,G, 2 2 2 1 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 . 2 2 2 (DP LINKED) 117 gq•000 H,I,J,KL ill 1 1 11 222 22233223334233344 3343443343443343443354 AUC/ wghdiepiocida 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 mmpytpa A,B,M JAMB ABOVE 3 3 dtasCO& 1 1 1 1 1 1 2=2 2 2_2T2 1-3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3T3-6=4 MTG.RAIL PSF 48 74 81 74 79 78 - C,D.E.F.G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JPJrtB BELOW H I J,K,L MTG.RAIL P1° aCO 48.000 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 fFULLDP) �1t�ii� B,M• 1 t 1 1 _2T2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5=4 4 4 4 3 b 4 •• i ••i • •P #1 87 48 87 78 78JAMB VE HEAD 2 �o�y LYNN Mf(CF��i��' QD,BIF,Q Q 2• 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 _3 2 3 2 2 Z `�Ersse • • • • ti;'V is •' 13•1A' H,,?,J,K,I.' 1 1 9 1 2 2 2 2 212 3131 3 3 31314141313 4 4 4=4 3 3 4 4 4 4 3 3 4 415 5 4 3 5 455435=4 '•RAIL :' 0 5g1o5 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAWS BELOW k N * a A,B,M MTG.RAIL - ❑t, 111711222222333333443344443344443344544354544354 _ Q 1o�oII : 4r- ••• •• J R QlD7 1 D 7H/B SET ' A ,, . . . 1a70TECHNOLOGYORWE � ANCHORAGE SPACING STANDARD WEW ,�0� . Ftoa.. • . 1 C Ci7YJS RE87RJC7EDsYsm NMA8.FL96276 , • • ALUM.SINGLE HUNG WWNDOW IMPACT �'�F`SSIOWA�;.�� F.K 11N3q� s GTE08Ys/2£ P.O.B¢x1629 wa�uoc ewk mru wuaorb a. A.LYNN MILLLFQ;�P.E. DAN a� FL 3074 $� FA 7 J.A 2l=7 8H700 NT3 8 a 11 4040-20 D FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • ANCHOR QUANTITIES ABOVE MEETING RAILHEAD 8,JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WI OW HEIG MNUS SASH HEIGHT FROM TABLE S. 1. ANCHOR TYPES: 1-1/4'ELOO TAPCONS SUBSTRATE: 17.126 22.688 1 28.211 1 33.764 1 39.296 44.839 60.382 66.926 2-1/4'ELCO SS4 CRETE-FLEX ANCHOR TYPE: � 3- SCREWS LOCATIONS ARE BASED ON THE FOLLOWING 0 0 A DIMENSIONS:GLS� UN � pf N HEAD-1812MAX FROM CORNERSWIDTH TYPE UpO �Oo O O D,E,F,J, 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2°MAX.FROM TOP CORNERS 19.125 KL _..1._..� ._1 .-.Z_... z ...2. -2a.- 2 2-.._2. _2 _2. .2 ...2..._.3._.-2_-..3.. _3.._ .2..._.3--.3 ....3- -...3.-. 111/2'MAX.ABoVETHEMEETINGRAIL D E F J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8"MAX BELOW MTG.RAIL 24.000 KL' --1- _1... 7..._2..._.2..__.2_. Z...-_.2_. ..2._.._2_ ..2_.--.3..._3. ._.2 _3._.3....2 3 3 ...3.._ 3_ .3_..-3 4 SILL-ANCHORS NOT REQUIRED 16'MAX FROM BOTTOM CORNERS DA F J, 1 T 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 •DETERMINE THE ANHOOR QUANTITIES FOR CUSTGIM ,00KL __1 _.7.. ..7- 2 2 2 3 -2 3 -3- 3 3 -3- -2 3 ._.4__3__ 4.__..4 3 4 b 3 5 ®VIEW WINDOWS FROM TABLES 7.AND B.USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSFI 78 1 1 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 21 1 1_1_2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW KL 1 7._...1.-..._2..__2._ 2 3 2 3..._.-3__.3_...-4 -3- 3 3_._4_._.3_..-...4...4 4--5 6- 4- 5 ®WINDOWSARE125VMIN.TO3'MAX PSF 78 79 78 18 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1'LESS. KL 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 _4 3 6 4 4 5 5 ...4 . 8 (LDESIO P RE LIMIT TIOS: PSF 78 78 78 77 78 78 79 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLE) 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM _ _ _ _ _ __ _ _ _ _ DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS KL 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 6 b 4 6 6 1 4 1 6 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN PSF 78 78 70 78 79 711 79 73 78 1 PRESSURE FOR THE 48.000 D,E,FA 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND GLASS TYPE IS J� i 1 1 2 2 2 3 3 3 4--4 4 3 4 b 5 4 8 5 4 6 6 6 6 AVAILABLE. 79 83 71 79 84 74 88 77 89 ® TABLE 7.KEY: 63.126 D, 2 2 2 2 2 3 2 2 3 2 8 3 2 3 3 2 3 3 2 3 3 2 3 7 1 2 2 2 3 3 3 4 4 4 b 4 4 8 5 8 8 b 7 8 5 7 MAX PSF (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE S. JAMS ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12.776 15.776 18.776 21.778 24.776 27.776 30.776 31.108 ANCHOR TYPE. O O O O O O o o O (FULL DP) QQ N WIDTH 8N N N N N N N HEAD 2 VV11�OW � F5 " 2a � " ��tOs� $ '" �`�' � � �8�� s� ��a � `- §� § ' � JAMB ABOVE 4 19.125 1 1 1 1 1 2 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL Y � Pt*d4Q 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 Codi 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 w 1f�0//s 37'000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 ® TABLE 8.KEY: 40.000 74 MAX PSP ••• • • : s • 2 �2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DPLNATED) 172 Nlliiir JAMB BELOW 2 • • • 2• 2 2 2 2 3 2 3 3 —3T-3---4F-3—F-3- 4 3 4 5 3 4 b 3 4 WRG,RAIL LYNN... • • • • • • 83 72 •• • 0 •K12 22 2 2 8 2 3 4 3 3 4 3 4 4 3 4 5 3 4 6 3 4 FULL DP e��53.125 88 88 72 JAMB BELOW 22 2 22 3 3 3 4 3T-4-1-4T-31415131416 3 b -6—F-3-1-5 MTG.RAIL ,0: C( (./„ H • ase wsps '� '•. STAT ••• J.I. 9—A D 7FR 5hwr 'Dit� ,..FLpµ10P•NOON ' O�,�,,� ANCHORAGE SPACING CUSTOM VIEW , • : '� ALUM.SINGLE HUNG WINDOW IMPACT PA 8 RE87RIC7E0BY&ZE. P0• » awraeas ms arok a. A.LYNkYILLtW P.E. �noDNTS 10 d11 4040.0 DFL P.E 1168706 FJG JJ 9I2�87 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ®DETA � . EXTERIOR INTERIOR ALL HEAD AND SILL IL ) FOVIED114`ELd3 TAPf•ON9 AR 114" )w7 1 AtVIrl gFiOM ® CONCRETE ANCHOR 3.36 KSI MIN.CONCRETE (SEE NOTE 1&3),& 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(05)OR ' 1 ®(SEE NOTE 4) (SEE NOTE 2&3)® W SS4 CRETE-FLEX. 3.PLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 012 TRIMFIT HEADS. tl , 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 3/8"MIN.,1/4"TAPCON® TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT C44 BE �, ` �? f MIN.,14"CRETE-FLEX1 " INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 11#2" OPTIONAL 1 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD B r MIN. ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL.SHALL BE A MINIMUM STRENGTH fC µp 8063-T6 AND A MINIMUM OF 1/6"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/4" OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM MAX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET DETAIL A DETAIL B SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 114' 13/8"® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FN AND ATTACH TO THE �g RAGE REQUIREMENT. 1/4"MAX.SHIM a N. ' MIN. 8 - _, m_ , _flVn laV r -� 1/4"MAX.SHIM 7. T COME INTO CONTACT " O WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION,SECTION 2003.8.4(SUPPLEMENT 2606), CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL,(SEE NOTE 1&3)® RAIL.(SEE NOTE 2&3) L 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE(SEE NOTE 4% (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM 114° WOOD FRAME MAX. SHIM R WOOD FRAME c� .Mpyinwk IN 131"DIA.M . 14 auu x 2112"NAIL, Nu piC�(o 131"DIA MIN AT CORNERS x 21/2"NAIL, AND 5"O.C. WOOD FRAME Mimdconuu AT CORNERS lnln'Al� 11 mm •• 4•• • • • • AND 5"O.C. • •• 131°DIA MIN. tttltl i i •s i i i s i • 114" \,YNN M!(1 • •• • • • • fee • Mme• AT CORNERS ''' • • • • • • • • • SHIM AND 6'O.C. J DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) 140-68705 • •• TYPICAL INTEGRAL FIN ANCHORAGE ® - '.G� oo t I 000 ��' s'TAt€ 2�`� • • • • +07o1oorowvfi ANCHORAGE DETAILS �,t •.. • • 1 MS 7YW SFlJ�1' NOlQO=,FL 8 MrAcw •. • • Fmv UPDATE&RFORDERAIa ALUM.SINGLE HUNGWINDOW IMPACT ��'�`S,sIONAL�`�� FJG i1N31Dr��i—Ell"i f. PA.BQDIIWB xea.a�ee mr o�x xm A.LYNI4MILLi11t P.E. prpM NOxOAE18,PL 84274 Ch1'FJC !df/089/13!07 8N700 NT3 ?t d ?? 4048$0 D FL P.E.#56'706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •