Loading...
WS-15-2502 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244644 Permit Number: WS-10-15-2502 Scheduled Inspection Date: October 08, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: GAROFALO, RAFAEL Work Classification: Window/Door Replacement Job Address:492 NW 111 Terrace Miami Shores, FL 33168-3326 Phone Number (305)586-6239 Parcel Number 1121360010490 Project: <NONE> Contractor: PRESTIGE WINDOWS & DOORS Phone: (305)820-5999 Buildin9 Department artment Comments REPLACING 15 WINDOWS OPENINGS TO IMPACT. IINNSPECSPEC Passed Comments TOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 07,2015 For Inspections please call: (305)762-4949 Page 10 of 40 Miami Shores Village Building Department OCT 2Q1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 STt{ FBC 201 BUILDING Master Permit No. tA PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4� NW III IPS City: Miami Shores County: Miami Dade Zip: 35138 Folio/Parcel#: 11%Z�3�o—�I'O�i90 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address: el9.- Noj 111 lam. City: M(l mi -5Y-raCz�-- State:V-1 Zip: X3135 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#:($55)82 i5?/ Address: 15x� tJL,-m'-' kol Si" City: MICkm i State: V--1 Zip: lt4 Qualifier Name: Phone#: State Certification or Registration#: G /2�1 C�8`7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: Kos'--L-3 IZ/eve City: ems i�-h- State-V- - Zip:3�` /2 Value of Work for this Permit:$ Square/Linear Footage of work: 275 Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:. 5 w� � � -� cY-..� OPL2fl fSjE? '1'2 IM;�Eccl rM. .tirf a�• SpecW coloFfff color-trutile: Submittal Fee$ CO Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$CD —1 p• (O (Revised02/24/2014) Bonding Company's Name(if applicable) i Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio o urs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not pprove n a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRA The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Z3 day of 2015 ,by Z`5 day of Sq—=rY .20 �5 by e t�,t✓) Cx�c- �c��o .who is personally known to St,ricr 'jC VUZ&-' ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:/ Sign: E CARBONELL Print: Print: 5 0 EE177745 EXPRES Moth It.2016 Seal: EXpRES Mamh 11.2018 Seal: �lann ip !w7►3�pt6DZPl- �7,TF aon, p01A APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CFN:20150553134 BOOK 29753 PAGE 3710 DATE:08/26/2015 04:09:14 PM DEED DOC 960.00 HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY Prel2ared by:: Adam Klauber,Esq. Klauber Legal 8751 W.Broward Blvd Suite 410 Plantation,FL 33324 953-424-%66 File Number. 2212-041 Return tato: Eric P.Stein,P.A. 1820 SE 163rd Street#100 N.Miami Beach,FL 33162 [Space Above this Line For Recording Data] Warranty Deed (STATUTORY FORM-SECTION 689A3,F.S.) This Indenture made this ' day of August,gu, 2015 between Arnetress Givens, a single woman.whose post office address is P,O. Box 1291, Hallandale, FL 33008 of the County of Broward, State of Florida, grantor*, and AG Real Estate Ventures,LLC,a Florida limited liability company whose post office address is 7025 Rue Granville,Unit#3, Miami Beach,FL 33141 of the County of Miami-Dade,State of Florida,grantee'", Witnesseth that said grantor, for and in consideration of the sum of TEN AND N0/100 DOLLARS($10,00)and other good and valuable considerations to said grantor in hand paid by said grantee,the receipt whereof is hereby acknowledged, ]las granted, bargained,and sold to the said grantee, and grantee's heirs and assigns forever,the following described land, situate,lying and being in Miami-Dade County,Florida,to-wit: Lot 1, Block 3,of NEW MIAMI SHORES ESTATES,.according to the Plat thereof,as recorded in Plat Book 51,Page 80,of the Public Records of Miami-Dade County,Florida. Parcel Identification No.11..2136-001-0490 Subject to taxes for 2015 and subsequent years:covenants,conditions,restrictions,easements,reservations and limitations of record,if any,without intent to reimpose any of same, and said grantor does hereby fully .warrant the title to said land,and w.i.11 defend the same against lawful claims of all persons whomsoever, ""GrunW'and"Grantee"are used rorsingular or piurat,as context requims. In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. Detail by Entity Name Florida Limited Liability Company AG REAL ESTATE VENTURES, LLC Filing Information Document Number L15000112447 FEI/EIN Number NONE Date Filed I 06/29/2015 Effective Date 06/25/2015 State FL Status ACTIVE Principal Address 2165 BAY DRIVE #16 MIAMI BEACH, FL 33141 Mailing Address 2165 BAY DRIVE #16 MIAMI BEACH, FL 33141 Registered Agent Name & Address GAROFALO GROUP INVESTMENTS, INC 2165 BAY DRIVE #16 MIAMI BEACH, FL 33141 Authorized Person(s) Detail Name & Address Title MGR ADELPHI ORGAIZATION, LLC 790 ANDREWS AVENUE DELRAY BEACH, FL 33483 Title MGR GAROFALO GROUP INVESTMENTS, INC 2165 BAY DRIVE #16 MIAMI BEACH, FL 33141 Annual Reports No Annual Reports Filed Document Images 06/29/2015 -- Florida Limited Liability View image in PDF format Copyright )and Privacy Policies State of Florida,Department of State a ' FLORIDA } DIVISION OF CORPORATIONSi Detail by Entity Name Florida Profit Corporation GAROFALO GROUP INVESTMENTS, INC. Filing Information Document Number P13000035784 FEI/EIN Number 46-2589278 Date Filed 04/22/2013 Effective Date 04/20/2013 State FL Status ACTIVE Principal Address 2165 Bay Drive Suite 16 Miami Beach, FL 33141 Changed: 08/30/2015 Mailing Address 2165 Bay Drive Suite 16 Miami Beach, FL 33141 Changed: 08/30/2015 Registered Agent Name & Address GAROFALO, RAFAEL 2165 Bay Drive SUITE 16 Miami Beach, FL 33141 Address Changed: 08/30/2015 Officer/Director Detail Name &Address Title P GAROFALO, RAFAEL 2165 Bay Drive 16 Miami Beach, FL 33141 Annual Reports Report Year Filed Date 2014 04/21/2014 2015 08/30/2015 Document Images 08/30/2015—ANNUAL REPORT View image in PDF format 04/21/2014--ANNUAL REPORT View image in PDF format 04/22/2013-- Domestic Profit View image in PDF format Copyright (cand Privacy Policies State of f lorida,Department of State 1 X2.75""50 Mud Noa 14-1105.1 MARK SIZE(IN.) TYPE NOA# CAM PRESSURE QO 10B 10A M 1 53 X 38 H.R 15-0519.09 51.5/+39.0IV 0? o M 2 37 X 26 S.H 15-0519.08 43.4/+40.1 Lu M 11A 3 37 X 26 S.H 15-0519.08 43.4/+40.1 N -0 LLa 4 53 X 36 S.H 15-0519.08 48.9/+37.7 E 'y ~ V1 r 1"x2.75"x.650 Mu#� FAMILY ROOM 5 37 X 50 S.H 15-0519.08 51.5/+39.0 z w r a Noa 14-1105.01 COPY 18 6 37X 38 S.H 15-0519.08 43.4/+40.1 a--� O r- \ KITCHEN g 7 37X 38 S.H 15-0519.08 53.6/+40.1 ._ RTE _- -_:� 8 37 X 38 S.H 15-0519.08 43.4/+40.1 •O dcl) FE 11 C 9 37 X 50 S.H 15-0519.08 51.5/+39.0 s- Cy . egress 13 12 r 0�5 ! 10A 68 X 63 H.R 15-0519.09 47.9/+37.2 10B 68 X 63 H.R 15-0519.09 47.9/+37.2 7 11A 72 X 63 H.R 15-0519.09 47.9/+37.2 11B 38 X 63 FIXED 15-0528.26 51.5/+39.0 V) G 14 BEDROOM 11C 72 X 63 H.R 15-0519.09 47.9/+37.2 LIVING ROOM 6 12 53 X 38 H.R 15-0519.09 42.4/+39.0 0 v 13 53 X 38 H.R 15-0519.09 5f5/+39.0 0 14 37 X 50 S.H 15-0519.08 51.5/+39.0 A O O $ 15 37 X 50 S.H 15-0519.08 1 51.5/+39.0 p _awl- z BEDROOM , ,.�. >_r1i.1,i A. .,,. rj^,v I ivi. 3 3 W 16 BEDROOM 4 7 E egress ExhftV F• to Remait egress 1 2 3 •••• ' d i N.T.S. • . . . ••••• . . •• • 06/30/2015-2:48pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\-Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 _ Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributa Area,(Sq Ft Roof Tributa Area S Ft 1. TABLES ARE TENDED TO ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 Ight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CINRI WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID 0 ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +q0.1 +39.0 +38.2 +37.7 +37.2 + 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F .APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA EER AS A SITE SPECIFIC CONDITION. 16 ft -44.0 -43.0 -42.2 -41.6 -41.1 -4 4 16 ft -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 + +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIF T. -44.6 -43.5 -42.8 -42.2 -41.7 -41. .3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT*WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 1S ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 •49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +42.6 +J1.4 .6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.1 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4 -49.2 -45,6 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. i• +43.0 419 41.1 +40.4 +3 .Q + 9.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 + +38.5 9. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -47.1 -45� X455 -44.5 •14.0 493.6 -43.2 -42.8 -42.6 22 ft -58.1 -55.8 -54.2 - .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. •••• 43.4 +Ia.3 +T +40.8 +40.3 9.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 + 9.2 +38.9 GENERAL NOTES: 2�ft -47.5 -46.4 -45.6 -44.9 40.4 494.0 -43.6 -43.3 -43.0 23 ft -58.7 -56.4 -54.7 - 5 0.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN • +43.8 +42.7 +41.8 +41.2 T*17 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 + +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -4-8 0 -46 8 -460 -45.3 *111.8 144.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -5 .2 -50.0 CRITERIA AS OUTLINED HEREIN. •♦ ••i } 24 ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND iii• +44.2 +4301 +4202 +41.6 ".+ 4110.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 +41. 0.2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY • -48.4 -47.2•��6.4 -45.7 N USE ONLY. THES -4j.2 -44.7 -44.4 -44.0 -43.7 25 ft -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCNOT VALIDIES. TOPOGRAPHIC FACrOR Kzt=1.0 FOR HILLY TERRAIN. N INTERNAL PRESSUOR FLAT RE COEFFICIENT(GCpi=+/-0 18)FOR USE +44.6 +43.4 +426 +41.9 +41.4 +.41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH • -48.8 -4NI - .8 -46.1 141.9 -45.1 -44.7 -44.4 -44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8+ +42.9 +42.3 •4i.i 141.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY h• -49.2 -4%%,,V.1- -46.5 j4 .2 j45.5 -45.1 -44.7 -44.4 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. • +45.3 444.1 +4313 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COWINGELOCITY,EXPOSURE,AND OTHER -49.5 -4 .3 - .5 -46.8 -41. -45.8 -45.4 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 COEFFICIENTS LISTED �REI.NNO VERIFIED BY THE GOVERNING • �• +45.7 +44.5 +4306 +43.0 •42.4 8 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTMRRANTY FOR APPLICABILITY OF TABLE -49.9 - -47.2 -46.6 -4 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 + 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 5.THIS TION.IRE I ANY PRODUCE APPROVED CERTIFICATION. REED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 -4 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DEON AND APPLICABILITY OF THESE TABLE 30ft +46.3 +45.1 +44.3 +43.6 +43.0 + 30ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS T VORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALLEM ORDINANCES. 32ft -51.0 -49.7 -48.8 -48.2 -47.6 -4 . 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIOTY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF 40 ft -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 40 ft -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE HEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 Day 4ay ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 I I HEIGHT 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 0 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 5 I ® I Jr ® 4 a +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 El PVATION a O O -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 6oft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES S RIC 0 o REMARKS DRWNCHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING m� D O p INIT ISSUE GSS TSB 03/05/12 Ccc�c i o m 3 = REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 x201 4) EXPRESS K 0 a� ~ REV 2014 FBC DGM TSB 06/10/15 ` 1 p �+ z _ ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: Z u om (n z 160 SW 12th AVENUE, SUITE 106 65° z F.. DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 o m A in ^ MASTER PLAN SHEET P: 954 354-0660 F:(954 354-0443 m o 1 G) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, ( ) ) AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7- 10 CERT OF AUTH#9885 m p Fy n WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE E:HELLO@ENGINEERINGEXPRESS.COM Z O PERMITTED AND INVALIDATE OUR CEADDITIONS,OR OTHER MARKJNGS O TIF CA ONTHIS MENT ARE NOTy ,^ m ENGIN EERINGEXPRESS.COM � V 1 MIAMDADE MIAMI-DARE COUNTY Wo 11.1.1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmlaaae.¢ov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series 11SH--700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact",sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy*off` N; A46 1101 shall'be provided to the user by the manufacturer or its distributors and shall be avaUablt:fc ipsgee*liojri t Ae job site at the request of the Building Official. This NOA revises and re1*weN(VA#*11-1013.1#mtd consists of this page l and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentatieowas reviewed by MailnuaLPerez,P.E. .. . . % . . . . % . . . . . NOA No. 15-0519.08 MIAMI•DADECOUNTY Expiration Date: March 26,2021 Approval Date: July 09 2015 • Page 1 . .. . . . . .. .. ... . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11,dated 09/01/05,with revision E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94- 6) 03-946)Forced Entry Test,per FBC 2411.3.2.1,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: 1) Air Infiltration Test,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 Y g 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. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under 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. (Submitted tinder NOA No. 07-0322.06) 4. 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 Reports NdT=41AV add$TL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by bqmujc:L;r jaasp&. U.E. (Submitted under NOA No. 05-1018.01) •• Manuel Reel P.E. ••• Product Conti Ex iner NOA No. -0519.08 Expiration Date: March 26,2021 ••• •" ••• Approval Date: July 09 2015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory,Inc., dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and expiring on 03/26/16. . . .. . . . . ... . .. ... .. . . . .. ManuelQExa",iner P.E. .. . . . . . . . . . Product Contr NOA No9.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 . .. .. . . . .. .. ... . . . ... . . GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5/16"LAMI CONSISTING OF(2)UTES OF 1/8"ANNEALED GLASS WITH A.090'KURARAY BUTACITE AVB(BY KURARAY AMERICA.INC.) OR.090"SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE•PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5N8"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE•PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3N6"ANNEALED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7116'LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .Dg"KURARAY BUTACITE°K'VB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7/16"LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) SHEET OR.090'SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.-..........1 G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 6116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILS............2 .o90"KURARAY BUTACITErPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090'SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 1.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090"KURARAY BUTACITE VB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A CORNER DETAIL..............7 .090'KURARAY BUTACITE•PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16'LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS • • WITH A.090"KURARAY BUTACITE�Y KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •••••• M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A ••• • ••••• .090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •• • 0000 •• 2.CONFIGURATIONS:"OX'(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) •••••• •••• 00000 • 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) ••••• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. • • • • • •• •••• •••• ® B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. •• ••• • • •••• • •••••• 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. •a FWQWCT REVISED * • weA the)lo1iWl • • stanvlY�6 • 5.SHUTTERS ARE NOT REQUIRED. • Bmidag Code g ••••• Acceptor No /�ZI 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. • 10"D010 • • By • 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646.FTI-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTI-4957,FTL-4958 AND FTL3083. .W � ® ANSI/AF&PA NDS FOR WOOD CONSTRUCTION •• ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. \\ I I I r r r r ® ` 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Q ® 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. N�X0705 ry w,.9 y ors � %,�••. S1 7E-°f' •'�: LA1. an2n5 E STH EDITION 11)FHC UPDATE GENERAL NOTES %�J�,•;'..FLOR\OP.•���.`. 107°TECNNOLOOr DRIVE rss J.J. fav7nl 0 201 FOC UPDATE N.VENICE.FL3n76 ALUM.SINGLE HUNG WINDOW,IMPACT r ��`� P.O.Box 1528 ,n.r u.r.x. n,s A.LYNN ftlllL�R,P.E. j.p. pOMiH f C CHANGED CAP OLA33 TYPE TO TEMPERED F/tiDA1 HS NOKOMIS.FL 39274 Visibly Better es`asar sers a 11 4114420 E FL P.E.#58705 „ °.k ore 9N7op NTS 1 • F.K lYfA15 J.J. 2/2AD7 NOTE: LAMI IG OUTBOARD LITES MAY BE 1 1 UPGRADED TO 3/16"WITH NO CHANGE IN DESIGN PRESSURE. 1/Z"NOM. 1r1'NOM. 41 GLASS BITE GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 37 37 ® "PVB"= ® KURARAY BUTACITE PVBINTERLAYER or SAFLEXPINTERLAYER BY 80,81 Or$2 83,84 Or 85 EASTMAN CHEMICAL COMPANY 70 70 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/18"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 4040•.•• • • . 4040••• 1 • • 4040•• • •• ••• •401141 •••40• • 1/2"NOM. •• ••• • GLASS BITE 1/2"NOM. $006: 46 GLASS BITE 46 Is " a 0#00 • • •• 4040•• 4040•• • • 38 4040 •.: :•••:40 4040•• 38 ® ® 4040 s• • 4040••• �UCr REWSED • 4040 plyiegwilhft FI0%de • B"i16 Cede R � ••••• 86,87,88 or 92 89,90 or 91 � "eC,°,,,'�a,ak) � ,�D'61 • • • 40.40•• • BY • 70 70 rfiuei •• 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER ::r-r.1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 5/18"LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE `��•''��cENsg '.F�?'% 1/8"ANNEALED OR TEMPERED GLASS® 1/8"TEMPERED GLASS® r No.58705 13/16"NOM. - 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI ci.•l( OF :• J`� or• enwe afar '�'P^.'•.,!'LOR10P•'' LAK tV1PH6 E REMEDINTERLAYMA94N1FAcnAq R GLAZING DETAILSfli.ao .;�'�p„ '4040•" �1�;` w IW 1070 TECNNOL06Y ORNE �/ ONF�1< 2 10107111 D NO CWWGE8 TW88WSEr N.VENICE.FL 30275 ALUM.SINGLE HUNG WINDOW IMPACT ' i"l I I I J.R. owl/11 C CFWJ[�EDCAPOLA88TYPETOTEAtpEREDFROMNB P-0'�xi ww„we w rw A.L LPEX58705P.E. oma.. err NoKOeus Fl3+n+ Vtrlb/y Bene* FUII 2 + 11 4040-20 E FL P.E.#58705 F.IC WIX5 dd 2I29N7 III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS "D" WINDOW HEIGHT WIDTH GLASS TYPE 63" 66 68" 70" 72" 74" 76" MEETING RAIL 46^ A,B,M +80.0 -80.0 +80.0 -80.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +80.0 60.0 +60.0 80.0 HT. 16y,1.560^ A,B,M +80.0 -80.0 +80.0 -60.0 +80.0 -60.0 +80.0 -80.0 +80. 80.0 +80.0 -80.0 +79.0 -79.0 I •X" JH 62" A,B,M +80.0 -80.0 +00.0 -80.0 +80.0 -60.0 +80.0 -60.0 +78.6 -76.6 +77.3 -77.3 +75.9 -75.8 L 6363116" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 53118 C,D,E,F,G,H,I,J,K,L +60.0 -80.0 +60.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 60.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS •O• WINDOW HEIGHT GLASS TYPE 38 318" 44" 60 618" 63" 72" 74" 78" MEETING RAIL WIDTH HT. 48^ A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 '��77ii'' 60" A,B,M +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.1 -70.0 X. SgSH 62- 63 Z^ A,B,M +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +76.9 -78.9 +70.0 -70.0 +68.8 -68.8 +67.6 X7.6 1 631/8" A,B,M +60.0 80.0 +80.0 60.0 +60.0 80.0 +75.0 -75.0 +68.0 .68.0 +66.7 -66.7 +65.5 -85.5 UP TO 53118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +60.0 -80.0 +80.0 -60.0 +00.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W T. • • WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH'76"FLANGED AND 76"INTEGRAL FIN) "O" SI JS •w• • •••.• WIDTH GLASS TYPE 171/8" 2211118" 28 3116" 33 314" 39 6116" 4413118" 60 318" 6516176" HT.• • *000 w • 63 1f8" D,E,F,J,K,L4 +80,0 80.0 +80.0 60.0 +BD.O 80.0 +80.0 �.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL • ••• •0000 • ••••• • TABLE 4, "X" SA ll ••• • w GTEST REPORTS LASS TYPES: •••.• A.5/16"LAMI- 1/8"A,.090,1/8"A) FTI-4647,4646,4723,4967 • • • • •• •••• •••• B.5/16"LAMI-(118"A,.090,11WHS) FTL 4647,4848 •• ••• • • •i•• C.5/16"LAMI-(l1VHS,.090,1/8"HS) FTL-W7,4648 • •••••• FTL.4645,4865 •• w• • •r••• D.7/16"LAMI- 3/18"A,.090,3/16"A) • •• ��UI 'REVI56D • • E.7/16"LAMI-(3/16"A,.090.3(16"HS) FTL�645 • iplyiagw[thUwFlonda F.7/16"LAMI-(3/16"HS,.090,3/16-HS) FTL4M645 - • tip cods ••s•• Ac'I 's ce No) G.13/16"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL4 • iFM DaleH.13/16"LAMI IG-118"TAIR SPACE,5/16"LAM[-(1f8"A,.090,1/8"HS FTI-4 • DyDadeProdgd t1. 13/16"LAMI IG-1/6"T•AIR SPACE,5/16"LAMI- 1/6"HS,.090,1/8"HS FTL 4J.13/16"LAMI IG-1/8"T,AIR SPACE,7/1V LAMI-(3/16"A,.090,3/16"A) FTL-4K.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3118"HS) FR.1L.13/16"IAMI IG-1/8"T,AIR SPACE,7/16"LAMI- 3/16"HS,.090,3/16"HS FTL-4 �..M.13118"IAMI IG-1/8"A,AIR SPACE,6116"LAM]- 1/8"A,.090,1/8"A) FTLSQ .. \cENs- ._ A NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN it N0.58705 PRESSURES ARE UNEFFECTED. -_ 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. _ t7il 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8'MINIMUM TO 38"MAXIMUM. = 0 0 F U4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY® OF ~ ar"Yr. 'U.A'' F P..•'�t. lOR\U. i KK 5121 E ADD SASH GLASS OPT10lJ6 FOR WSTO�WEW�7MV&M DES/GN PRESSURESo791ECNNOLOBraxNE ,, J („tJ, 10/07/11 p HO CHANGE37HL39HEET N.VENICE,FL31273 ALUM.SINGLE HUNG WINDOW IMPACT \\P.O.Box 1529 ra.r,ar -No"*- A.L L P.�IILLtRP.E. C CHANGED CAP GLASS TYPE TD TEMPERRNOKOMIS.FL34274 Vofb(y Bette SH7D0 NTS 3 • }} 404Q20 E FL P.E.#58705 orwrr 9.a. aroma trr• FXA/fA15 J.J. 2/S=7 531/8"MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 49 5/8'MAX.FIXED C DLO(ALL) D — — 75"MAX. I 75"MAX. 75"MAXI.F. . I.F. SEE DLOA I.F. C-1 HEIGHT TABLE 0 j D+� HEIT SEE DLOA HEIGHT SEE DLO TABLE 0 TABLE O 76'78"MAX. L LA MAX. 76"MAX. FLANGED FLANGED L FLANGED HEIGHT HEI HT --j HEIGHT SEE DLO MAX. T36 /16" TABLE X j H SEE DLO X j NSEE4 SEE TABLE X / NDLO S E4 (MAX.) HEI HT TABLE L • 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C .•• ; ••e• e• VIEW(STANDARD SASH) RADIUS TOP STANDARD DETAIL A • • • •••••• • •�•• • • • 1/1 e•••e• 8 E ••• ••e• ••••• • • • ••••ee VERTICAL DAYLIGHT • ••••• •••••• OPENING • •• • •••••• 75"MAX ( 75"MAX. FIXED LITE • I I.F. I'F' LOW HIGH i e i•i • • HEI HT E HEI HT DETAIL SILL SILL • • • • •••0• SEE DLO I ••e•e• SEE DLO A 34 112" 34 3/16" e • • • TABLE 0 TABLE 0 j 76"1 AX. B 41 5l8" 41 1!4" • • • 00000 76 MAX -0 0 • • FLANGED FLANGED C 41 W 40 GH • • • HEI HT HEIGHT D 52 5/8" 52 11116" •• • E 52 114" 52 5/16" PRODUCT REVISED SAH as—PdTk)g w�the Florida 20" LOW HIGH Building Cade SEE DLO TABLE X Accaptmca No) 'D ) SEE DLO TABLE X j I SASH j SASH MTABLE SILL SILL Ex ratio•Dery �pZ HEIGHT HEIGHT 341!2 34 3116" B7 27 7/16" 271 Miami Product trot g 27 7116' 27 118" DETAIL D DETAIL E 16 3/8" 15 314" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) 16 31W 15 314" �'���•'��GENSE•'.•tri NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. No.58705 -_ 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. :-0 Slw,rEOr W FtowD�.•',�,���. LM. S12115 E NO CHANGES THIS SHEET ELEVATIONS '//"8/0 E�,� i070TECwaLOGYDRWE . NA(-`\. rr. �0107111 —DHOCHANGEBTHISSHEET N.VENKE.FL34Z75 — ALUM.SINGLE HUNG WINDOW IMPACTP Q eox l5n „� .,,� •-"owA.LYNP.E.# R,P.E. J.R NO CFl4NGES THIS SHEET iB ~` ` N•� 4 d 11 4040-20 E FI P.E.A 58705 . o.ee SH700FJC 2SM7 I2.784'--1NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 NOTE:BALANCE PARTS OPTIONAL BOTTOM LOCKS,(1)6'FROM EACH SIDE OF SASH. BASED ON SASH WEIGHT USED MAX.VENT DAYLIGHT OPENING 1 INSIDE INSIDE 9,10,11,15,16 31 ¢ IL Do ¢ 2.710" MAX. FIXED LITE 7.8 OR 17 1 DAYLIGHT 25 OPENING I 25 tom-----MAX.FIXED LITE DAYLIGHT OPENING OUTSIDE r✓ MAX.WIDTH 6 SECTION A-A INTEGRAL FIN(OF.)FFRAME SECTIONS INSIDE. ••• • •••••• OUTSIDE • • **90 •• 23 47 50 • •6906 666:6 9 MAX. 996 6666 6666: HEIGHT 21 2. •j • • • HIGH •• 9669 6966 2.30 0 966 • • 6669 OUTSIDE I SIL LOW • 6.6.6• 69 • •696• • 669 • • • • • • •6696 MAX. •6969• VENT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSI • • • ••9•• DAYLIGHT — — — — • • • ••• 9 OPENING — — — — — — • • 6 66 2.710" *DOS) • I.F.FRAME PRODUCT REVISED 53 I I w.,ylying with The Fl"W. 28 OUTSIDE 1 nwleaylm�1 *OB1 intim Dale B 6 Delle hodud 53 2.a46- 63 2,330' (HIGH SILL) 52 (LOW SILL) 64 Illuuli SEE NOTE ABOVE 54 \\ 0LYN I j/, '/,,/ 67 to V\GENSF '. 9 _: �i•:' 3 30 ULTRALIFT 69 ULTRALIFT T..:. No.50.105 12 ONLY 12 ONLY SECTION C-C SECTION B-BRADIUS TOP o `( 7 (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) STATE OFF uj1C/ ora.d'" i,'n`,;•;,FC ORIOn.•�Ch\.�� L.M. 57fan5 e` NOCh4NC7ESTNSSHEIET SECTIONS - JJ 1087/11 L.DRIV D NO CIWNOE37H133HEET N.VENICE,FL 347/5 ALUM.SINGLE 1070 TECHNO HUNGWINDCW,IMPACT i���N�l'�' P.O.BOX 1528 -,- -- o«rox. — A.L' N II IMI'L�R,P.E. J.R. 00/01/11 C NO CFfAlJOE3 THIS SHEET NOKOMIS,FL 34274 VL7l6h Bane* � IIeK 5 • 11 4040-20 E FL P.El 58705 d FK. 51HM5 J.J. Z2W7 ITEM DWG# DESCRIPTION PGC# ITBN DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DW HARD 81635K 2 1155 #8 X 1.000 QUAD PN.SMS 781PQA 81 SCREEN CLOTH ----i533402 81816533402 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 708X1 6 4004 FLANGE FRAM=JAMB 612227 67 GLAZJNGTAPE,1M8X1/2-7MBLAMI 62BV7510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 ISASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL HIGH SILL) 84050 8 4029 ISPIRAL BALANCE,318",5/8".OR 11/16" 70 ISILICONE,DOW 899,995 OR EQUN. 10 1080 BALANCE COVER,3/8"OR 518" 6BALCVR916 80 A GLASS,5/16"LAM,(1/0"&.090 PVB,1/8"A) 11 1#8 X.750 PH.PN.SMS 7834M 81 B.GLASS,5/16"LAM,(1/8"&.090 PVB,1/6"H8 12 I BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5116"LAMI.(1/8"HS,.090 PV8,1/8'115) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(1/8"A.090 Ml/8"A) 15 I#BXi PHILLIPS FLATHEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAMI,(118"A.090 P\A3 j/8"HS) 16 1080-1 1 BALANCE COVER,11/16- 6BALCVR670 85 F.GLASS,7/16'LAMI, 118"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAM IG;1/8"T,AIR SPACE,5/16"LAM,(116"A�090 PVB,1l8" 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAM IG;1/8"7.AIR SPACE,5/16"LAMA,(1/8"A.090 PVB,1/B"HS) 19 #8-32 X 1/r LG.PH.FH.TYPE F S.STL 7832X12FPFX Be A.GLASS,13/16"LAMI IG;1/6"T,AIR SPACE,5/16"LAM,(1/8"HS,.090 PVB,1/B'HS) 64054C 89 J.GLASS,13/16"LAMA IG;1/B'T,AIR SPACE,7/16"LAM,(3/16"A.090 PVB,3/16"A) • • •• 21 4054C FIXED MEETING RAIL •••••• 23 4008C SASH TOP RAIL 64006 90 K 311W'LAM IG;11187 AIRSPACE.7/16'LAM,(3/16'A.090 ,3j1 S) • 81 L.GLASS,13/16"LAM IG;1/8"T.AIR SPACE,7116-LAM,(3116"HS,.090'VB,3/18'HS) • • • 25 1235 WSTP.,A70 X.270 BACK,FIN SEAL 67S16G • • 28 1096 SWEEP LATCH 71096 92 M.GLA5S,13/16"LAMA IG;118"A AAR SPACE,5/16"LAM,(1/8'A.090 W/a,i/i ••• •00000 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 • •••• • • • 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.784 ••• •••• • • 30 1226 WSTP..BULB VINYL 6TP249 • • • • ••• •••• ••••• 31 4008 SASH SIDE RAIL 612231 '01.130 62 • • 34 1268 SASH FACE GUIDE 42501 • •••• • • ••••• 35 1822 LAR SETTING BLOCK 3/32'X 25164"X 1" 71622K •• • •••••• 36 1052 LAN IG SETTING BLOCK I-X3/4"X1116" 71052K • .062 •••• • • 37 1224 VANYL GLAZ.BEAD BULB(THICK) 6TP247W,K • • • 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K • • • ••••• 41 4039B GLAZING BEAD,5/16 LAM.GLASS. 840398 O FRAME,I.F.HEAD • . • 47 #4071 A.6063-T8 • • ••••• 42 4044B GLAZING BEAD,5/16 LAMA W/GRILL KIT 644703 • • 44 4222A GLAZING BEAD,7/16"LAM 64222 48 FRAME I.F.LOW SILL_ • • • s98s •• • 45 985C GLAZING BEAD,7116"LAM W/GRILL KIT #4072A,8083-78 46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 4THICKNESS PRODUCE REVISED 47 4071A FRAME,I.F.HEAD 64071 ns m,Vlyingwehft FIWd& Bailding Cade 48 4072A FRAME,I.F.LOW SILL 64072 2.374 ncceP,encc 1Vo 1 59,0111 49 4073A FRAME,I.F.HIGH SILL 64073 50 40748 FRAME,I.F.JAMB 64074 Rr 52 4009 SILL LATCH EGRESS)(LOWSILL) 764009 M1Y01 ProduR 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG 71 2. 1 54 2740 ISILL LATCH(EGRESS)(HIGH SILL) 62740 55 1014 SCREEN FRANE(HOR.6 VER.) 61014 .062 NOM 14111 II,rift 56 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS \��0�� 57 1631 SCREEN CORNER KEY WOUTRINGS 71831 `1GENSF F9 58 1073 SCREEN SPRING FC 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME,I.F.JAMB %�r` N0.53705 #aa7ae,6063-T6 FRAME I.F.HIGH SILL 49 #4073A,8063-T6 (USED AS RADIUS TOP HEAD) —v IS : w; �.� S'ATE OF <(/� L.III 5J17/76 �E NO CHANGES THIS SHEET PARTS UST "� ••.F<�kw�.•• �� . �IaW t070TECHNOLOGYDRNE �11 D NO CNANGES7MSSHEET N.VENICE,FL 34275Pte_ ALUM.SINGLE HUNG WINDOW,IMPACT �'• P.O.BOX 1528 �� e.k 4MR o N. x,r. A LYNrJ E.#58 0 P.E. J.R. 11 C CHANGED CAP GLASS TYPE TO7ONPEREDFROMJIS NOKOMIS,FL34274 VLrlblyBetter 'h7NIS 6 d 11 4040-20FLP.E.#58705 tr.,,q� SH700FX5 J.J. WSW I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F.FRAME 1 R 2 I� II II 2.784 .062 1 2.830 2.330 1.363 I ,062 � 6 or 50 O FLANGE FRAME HEAD #4002A,6063-TO 2.784----I WELD O FLANGE FRAME SILL (Law) ALONG 6 or 50 1.748 #4003C,6063-TB I scREw BOSS(2) SEALANT OR GASKET AT HEAD AND SILL 1 1.513 738 • • 2.710 062 .490 .040 1 •••••• .062 VIEW D-D VI E-E • •••••• 1.451 RADWI TORI LEAD ONW •• •• (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) ( • • • OP SASH STOP COVER _ FRAME CORNER CONSTRUGTIODL• •••• .•..•. O SASH ST oso ' • •••• • • 6 FLANGE FRAME JAMB O #4025.6063-T5 17 #4053,6063-T5 � #4004,6083-T5 ••••• ►I 1.165 p4�tCL� •••• •••• • (USED AS RADIUS TOP HEAD) 678 • • • • 2.326-� 1.096 -�I •• ••• • • •••• 1.349 • •••••• - 1.3az Alq --z.27s� T .062 GLAZING BEAD.5/1#40396,6063-751.979oe25 1.707 .o6zO SASH SIDE RAIL •6000 31 • M 6063-T5 • • • .062 � • • • ••••• SASH TOP RAIL SASH BOTTOM RAIL(Low) 678 • •••• • FIXED MEETING RAIL 23 28 .050-- 21 #4006C,6063HS-T6 #4007,8063 T5 ----77-- #4054A,6063H0-T6 .050 � 1098��{ } prtooucrREwssO I oa complying with ON FloTldi O GLAZING BEAD,5/16" �).adi.s c.&678 #40448,6063-T5 pta5a No IS'O 08 (USED W/GRILL KIT) 101 Dare �QQ21 2.328--�-� 1.096 .062 O GLAZIN 2.946 4222,G BEAD 7/16" 1I Mw5 ploduelconw 44 # 6063-T5 J- 3.446 .683 _q--••050 2.638 44 0 .062 �4-1.097 `\: pNl LYNN 678 _ ���.'�GFNSF '•�cSp� .oso � 4$ GLAZING BEAD,13/16"IG 1.115 #4067,6063-T5 �a�; GLAZING BEAD,7/16" No.SB%OS O FLANGE FRAME SILL( O SASH BOTTOM RAIL (HIGH) (HIGH) 68 45 #9850,606&T5 $g #4051 A,6063-T5 U IS #4050A 6083-TB (USED W/GRILL KIT) 7 ' p. . sT TE or Lµ 615 'EINocHANoes7HlsSHEEr EXTRUSIONS&FRAME CORNER DETAIL `�r��'•.F<ORIJP.•'�G\; 107orECNNo►oGroRNE s�ONAI.EC` r r. 1LV07111 o NO CHANGES 7Hls 3FlEEf N.VENICE,F<3/275jjCM ALUM.SINGLE HUNG WINDOW,IMPACT � A.L4lMIR,P.E. JR. owl/11 C NO CHANGES 7HlS SHEET PAMI6:pL 26 •.wosa�e •+ •"` °i"� E FL P.E.#58705 o.� o.� NOicalis,rt aen+ Vaibb Briar Half 7 11 4040.2 F.K. W)US J.J. 2=7 TABLE 5. ANCHORAGE NOTES: ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS 1. ANCHOR TYPES: 1-114'ELCO TAPCONS WINDOW HEIGHT 2-114'ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 1 58.603 64.603 76.000 3-#12 SCREWS U UU U 0 U U U U U 2,ANCHOR LOCATIONS ARE B ASED ON THE ANCHOR TYPE: OZ�p � MUNOTFOLLOWIINGDIMENSIONS.NONOCO OwN0iO0 0 OpfWWDOW GLASS � NUUU U U HEAD ;� rz, ;FROM TOP CORNERS U U U U U U WIDTH TYPE J _ � FROM TOP CORNERS C,D,E,F,G, 1 1 lIl, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS - 6"MAX.BELOW MTG.RAIL H,I,J,K,L 112 1 1 1 2 1 1 1 2221 222222222 2222222222 22222222232233 SILL-ANCHORS NOT REQUIRED 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1ABM _ _ _ _._.. _ ._ NT TABLE ANCHOR 1 2 1 1 112 1 1 11-2- 212- 1 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2f3 212 313 3'QUANTIT ES 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. _ .-.._ H,I,J,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3_2L2 3 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ABM - 1 2 Ili 1 2 1 2 1112 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 212 2 3 2 2 2 3 3 3 2 2 313 ARE1'LESS. C,D,E,F,G, 1 1 ft-21 1 1 t32 1 2 1 1 2 5.DESIGN PRESSURE LIMITATIONS: •_ . VE (�H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 2 3 2 3 22 2 3 2 3 22 2 3 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZEBOLI A�l_IC2ED UbA-GVETHEIA,INDIICA E A •••••• 32.000 1 11 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH TH19"WTITY •AB,M ._ __ ... ANC 1 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 3 4 3 2 3 3 3 4 3 3 4 4 MAXIMUMD S G S SMI•BOLD. OTHERWISE,THE •••• • C,p,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2.._ _1._ _Z_ PRESSURE FOR Tii •••• • • • _. .. _.. _. _.. RESPECTIVE SIZE ••• •••e •••••• H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 AND GLnSS TYP • 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 _ ._ ._ AVAILABLE. 0000• •0000• 0000 ABM 212 112 212 213 112 213 213 212 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 313 414 •0000• • • •i•0• PSFj 79 •• •• • MPSF , 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 240.000 221 222232223232223232323242 33 33423 34 3533344 533442 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 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 79 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 �_- �_ MAX PSF •• _ _ 44.000 H,I,J,K,L 2]:2:212 2 2 2 3 2 2 2L3 213 2 2 3 3 2L4 2L3 3 3 3 4 2�3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 app LNVIITED) 118 PRODUCE RRVIBED ABM 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 Ruica gC�irntheFbrlde _._ _... �jy{� 222222232223232233242333342333342334353l3344�53445 JAMBABOVE2 3 nc0t. NoI5�1Q•121 iretwD Dale , PSF 79 79 MTG.RAIL C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 T2133 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW Minn' adeprodu I Can _ _ 48.000 H,I,J,K,L 222]_ _2 22233423333143421334353334353345463455 MTG.RAIL II' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 _2 AB,M 22222223222334233334342334 353334353345463455 (FULL DP) ttl"'lt HEAD 2 `��ONV LYNN 4,14 4� PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2. ..2 3 2 3- 3.. 3. J �RA�IL 2 3Na 58705 `�??� _ - - - 53.125 H,IJ,K,L 2 2 212 212:2E3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3�4 3j3 3 4 3 5 3 3 4 4 4 6 3 4 4 5 4 6 3 4 5 JANBBELOW 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 - MTG.RAIL - AB,M — 222222232223342334342334 3'4 31334 3533444 533454 63445 '`U GL�,7,:X15 �C -E F + wty+6 "E` nroCw snxssr r ANCHORAGE SPACING, 1/1 WINDOWS Oo' .F�omu... L�` 1070 TECHNOLOGY DME r� ��i Sn '..... -� � J.J. 100711+ D NO OMWES 7MS SHEET N.vENICE,F111275 ALUM.SINGLE HUNG WIND � �' PA BOX 1x29 LU a,,,,. r..t w.w.x. e... A.LYA�MILLE'tFZ,P.E. J.R. aro+11t C No CHANGER 7NI3 SHEET NOROML4.FL sa274 Vttlby germ NM 8 • 11 404020 E FL P.E.#58705 m "' tar 0atr F.K. 7/2&475 J.J. ?ld107 TABLE6. ANCHORAGE NOTES: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 ff59.655 67.155 74.655 76.000 3-#12 SCREWS ANCHOR TYPE. 0 U U U U 0 U U 0 U UU U U O U U o UU 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS tiNO�OciNOrO�iUNO�ONU�'O'-Oci0'4 NO'�O�tUNO�ON NO"O FOLLOWING DIMENSIONS: WpTMTYPEU U U U $ U U U UU U U �$ U U U U JAEAD-18 1/2"MAX.FROM TOP CORNERS MBS-171/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.. 1 _.1._.... 15"MAX.FROM BOTTOM CORNERS _ _. W MAX.BELOW MTG. H,1,J,K,L 1 1 1 1 1 1 2221 222221 22222+222222222322232322232 SILL-ANCHORS NOTREQUIRED 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M _ 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 3 2 2 2 3 2 3 2 2 2 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF PSF 79 NOTE 2. 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 -_7_. 1 _ _7 _. - - - - 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 24.000 H,I,J,K,L 11 1 1 1 1 221 1 22222222222222222232322 2 32322232322232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A,B,M -71 -1 1 1 1 1 2 2 1 1 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 88 77 5. DESIGN PRESSURE LIMITATIONS: • • C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 SBOLD ITALICIZED YALUGABOVE THECENT M INDICATE A •••••• _ _ • 32.000 H,I,J,K,L 1 1 Ill 1 1 '212 2 2 212 2 3 2L2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 -EF, 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PRESSURE WITH THIR"4NTITY 00 A,B,M -I-Fl 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1_. . 1._ OF ANCHORS SHQh( I LD.OTH VIllbE,THE •••••• MAXIMUM DEE • 1 1 1 1 1 1 2 2 212 -21-2 213 212 212 313 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 31 2 4 3 PRESSURE FOR II►i •••• • • PSF 59 87 79 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•1 ••• •••• _ . ._ _.._.._.-___-__ _ .__ AVAILABLE. ••••• •••••• •••• 37.000 H,I,J,K,L 1111112222222 321.2233 322 3333334333323343324344 3243 • • 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 •• ••• • • •••• ABM _ _ .. .- -- - - - ••••• 11 1 111 2222222 322233 32233333343333 233433243443243 •• s• :*e 0 PSF 54 79 62 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 2E44 -_2_. • • • • ••••• - - - - -. 40000 H,I,J,K,L 1 1 1 1 1 1 2 2 2�2 2 2 2�3 2 2 3�3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 3 3 5 3 2 2 2 2 2 2 2 222222 2 2 2 2 2. 2 2 ? � _2. • ••• • ••••�ABM .. ... .... ._- .... _.2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 3 3 5 3 TABLE KEY: • • • • • PSF 49 79 58 79 79 MAX.PSF •• • 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 IDP LIMBED) 117 PRODUCT REVISED - _ -- u complying%villi the Florida 44.000 H,1,J,K,L 1111112222223322 333423 3 3443343443 34344334344 3354 3 Building Code 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABO 3 3 �a�°��15451�1 X21 A,B,M 11111`112121 22223322 3133142333443343443 34 344334 344 3354 MTG.RAIL B PSF 45 74 51 74 79 79 JAMB BELOW o1 Co" I 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. Z MTG.RAIL 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±L 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 H,I,J,K,L A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 __3... 2. _� FULL DP 1�"'1111rr 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 4 414_3J3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 HEAD 2 �``r01?Y.....N PSF 41 67 48 87 76 79 JAMB ABOVE 2 2 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MTG.RAIL it:' i � No.58705 •, - 53.125 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3�3 3 3 4 4 3 3 4 4 4 4 3 3 414 4 4 3�3 4 4 515 4 3 5 4 5 5 4 3 5 4 J/gt11BBELOW = A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 MTG.RAIL _-� 1 1 1 7 1 1 2 2 2 2 2 2 3 3 3 1 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 41 4 5 4 4 3 5 4 5 4 4 3 5 4 ;�O'• A1C rs :�(u; wneex Derr R..`n+. w•"Y+F �i�fC F(ORIDP ''• \ uW. 5nzna E NOOiANGES"SHEET ANCHORAGE SPACING STANDARD VIEW o „_...•'�� n te• 1070 T7520 GY DRIVE Al At J.J. 1&07111 D NOCWWOESTN/SSHEET N.vL3e275 P� _ ALUM.SINGLE HUNGW/NDOW,IMPACT '�r, •� au" LY �IIdIILI�R,P.E. J.R. 0"1111 C ADD DP MAX.WNEREANCHORQTYISRESTRICTEDBySIZE 3179 Vfs/blyBerrre. S /�/TS 9 d 11 4)40-20 E FL P.E.#58705 JFK 9M5 JJ. ?I23A77 NOTES: kEXTERIOR INTERIOR ®1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY L HEAD AND SILL DETAIL?) WOOD ANCHOR APPROVED 1/4'ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-3/4'MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 13/4'. CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY.USE 412 STEEL SCREWS(G5)OR (SEE NOTE 1&3) (SEE NOTE 4) 1'MIN.EDGE 1/4"SS4 CRETE-FLEX. 3,FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 3.35 KSI MIN. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE _ ,1 3/8"MIN.,114'TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL C UNIT CAN BE ' -1.3/4"MIN.,114"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x "' 0 1318" 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ^ 4 MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. WOOD BUCK (SEE NOTE 4) —�— 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114, 1!4" 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX. MAX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET SHIM SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE DETAIL A DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND TO THE 1 1/4" 13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE MIN. MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGES UNITS • •••••• 1!4"MAX.SHIM 1/4'MAX.SHIM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCRF•Y�S�T T COME INTO CONTACT • • WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIRE ENTS OF•Ft CftENT, • ''• 1314'MIN EDGE 1"MIN.EDGE EDITION. •••••• *000 •••••• 1• CONCRETE ANCHOR, WOOD ANCHOR, • Go** • • FH BELOW MEETING FH BELOW MEETING 604*: 0000 ••00 • RAIL(SEE NOTE 1&3) RAIL(SEE NOTE 2&3) • • • • I 0000 0000 0000 3.35 KSI MIN.CONCRETE I INTERIOR •••••• • • • ••• OR 1.5 KSI MIN.CMU ALL JAMB DETAILS) • • •••••• ( •• 00 0 00000 EXTERIOR • 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK (Z •• ••• • • OR CMU SUBSTRATE(SEE NOTE 4) ® (SEE NOTE 4) �J • • • • • • • • 0000• •••••• DETAIL C DETAIL D • • • • • • • 0000• TYPICAL FLANGED JAMB ANCHORAGE • • 1/4" 5B'MIN.EDGE •• • 2-1/2"EMBEDMENT MAX. 1/4" SHIM WOOD FRAME • PRODULr REVISED HIM 1 asmmplviodwiththeFbrida (WOOD FRAME �r _� Rail pimc dcN 518"MIN.EDGE Expimli mNo 1�5j p���19.08 .131'DIA.MIN. Expiration Dote nC�7b��21 x 2 1/2"NAIL, 4sd-c 2-1/2"EM EDMENT AT CORNERS Pw—&w-lCo0hol .131"DIA.MIN, AND 5"O.C. WOOD FRAME x 2 1!2"NAIL, ATCORNERS AND W O.C. 5/8"MIN.EDGE .131"DIA.MIN. 0;2 1/4" x21/2'NAIL, P�`��.•�'1 Y�LYN/y/f'//eMtcEN FMAX- AT CORNERS " BEDMENT SHIM A � 'G� � •,F� DETAIL G,(SILL) YY: No.56705 DETAIL E (JAMS) - DETAIL F,(HEAD) � TYPICAL INTEGRAL FIN ANCHORAGE 7 ay. 0.r i '-771-- r TE OF [ LM. N1?/16 E CORRECTSum momREMOVESECTION2Dal9•B•4REF. ANCHORAGE DETAILS :ter •. 1070 TECHNOLOGY DRIVE t� i�•5; '•.<URIDP,.•'(.J?: JJ. ta�I �DNOCHAnICESrHISSHEEr N.VENtcER34275 �— ALUM.SINGLE HUNGW/NDOW,IMPACT '� /� 4°� P.O.BOX 1528 yyyytn1tV.- a NO CHANGES 11113 SHEET NOKOMIS,TL 3+�a 1/lllhly Barre 8H700 NTS 11 a 11 4040.20 E .E.N58705 FK. SY ?[28'07 r MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 ):(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance put-poses. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"HR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The, NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirpty.••• • • • • • •• INSPECTION: A copy of this enti4 NOA••sh 41:bg ;rod��ed t to the user by the manufacturer or its distributors and shall be available for in4¢btip att44 jell sit j at theLrrquest of the Building Official. This NOA revises and renews NOA#11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed+by Ma>"uel, erez, E.•:• . . . .. .. . . . . .. NOA No. 15-0519.09 MlAM6DADE COUNTY )Expiration Date: December 21,2021 '1�z ,�, ; ; •;• Approval Date July 09 2015 • • ••• • • • Page 1 ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 0 7-081S.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, Impact",sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NDA No. 07-0815.09) 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,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) 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) 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 an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.A&0.40.5.06) . . .. .. ... .. . . . .. 006 oaf 0 • • • . • • • . Manuel P re ,P.E. . .. . • . . . . . . • % •• • • • Product Control miner o e • NOA No. 15-0519.09 Expiration Date: December 21,2021 ••• ... Approval Date: July 092015 . • . . . . • • • . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-5th Edition (2014),dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory,Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted tinder NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Sliding Window - L.M.T., approved on 02/16/12 and expiring on 12/21/16. i • i i i i • • • Man el P e ,P.E. • •• •• • • • + •• Product Control miner ••• • NOA No. 15-0519.09 Expiration Date: December 21,2021 ••• • • • • ••• • • Approval Date: July 092015 • • .E:$ • • • ••• • • • ••• • • GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVBINTERLAYER A.5/16"LAM[CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-'PVB-INTERLAYER. or SAFLEX•PVBINTERLAYER BY B.5/16'LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 118'HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER. EASTMAN CHEMICAL COMPANY C.5/16"LAMI CONSISTING OF(2)LITES OF 1/3"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. D.7116"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER. E.7116"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. NOA DRAWING MAP F.7/16"LAM]CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. SHEET G.13116"LAMI IG:(1)LITE OF 118'OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5116"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 318"AIR SPACE AND 5/16'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....tt��............•4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"'PVB"INTERLAYER. VERT. SECTIONS •-•i • HOR+1Z.SECTION6............5 •••••• 1.13/16'LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8'AIR SPACE AND 5M6"LAMI ••EXTRL%IPA�QTSIL.IST...........8.8.�.•6 •• CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090--PVB-INTERLAYER. F*reR ETAI�.............j • ••OGfBNiR DETAIL..•.,•.•.•5 *00000 J.13116'LAMI IG:(1)LITE OF 1/8'OR 3116"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7/16"LAMI • ANCHORAGE....................8-11 • • CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090""PVB"INTERLAYER. •••••• 00000000 • • K.13/16"LAMI IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI • • • • 0000 0000 00000 CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"'PVB-INTERLAYER. • • 000000 •••••• 000 0• L.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI •• • • • •• • 0000•• CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. • 0000• • • 2.CONFIGURATIONS:OX,X • • • • 0000O,XOX • • • •• 0000•• 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) ••• • • • • 0000•• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. •• • • ••• • • • • • QFB.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 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. 5.SHUTTERS ARE NOT REQUIRED. P2oopjyi g hhthD a canplyitre witA the Florida 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Building Cod4� 0 Aaeptnoce LxD7.REFERENCES:TEST REPORTS FTI-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S Mui. Q ANSIlAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY QHURRICANE ZONE(HVHZ), `��'.,1 LYNN 4f/1 D 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. \:���T�.•��G[NSC'' FQ Q-: •.kms •ic No.58705 . CC 7 bt —� 91ATE OF ?: L.AL &H4/f6 F 5TH EDITION 4 FOC UPDATE GENERAL NOTES Q,�.'•.,•PLOfytoP:••'�C�, 1070 TECHNOLgGY[HIVE ......• J.L vw 1N17/11 E FBC20100MEtWJM RVENICE,FL312'75 RLUM.HORIZONTALROLLERWINDOW,IMPACT �''��SS/O;� �,� lit awns D ADDED IO CAP TO BE TEMPERED +90FTNOTE. P.O.69X M29 rr0� r." r... •".ww nw- AL�rklLrtlLLIi.�.E ta,e tam NOKOMIS.FL 34274 Vblb(y Behar FIR710 NTS 1 r 11 4127-10 F P.EM 50705 � F:K. ?/1dA16 J.J. 92SN8 PVB"= zL KURARAY BUTACIT PVBINTERLAYER ® or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 21 50 21 50 EXTERIOR INTERIORC') 53 111"NOM. 55 GLASS BATE(ALL SECTIONS) GLASS BITE 51 60,61,62 51 63,64,65 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS :000:*• .090 PVB INTERLAYER .090 PVB INTERLAYER •••••• 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS • • • •••••• 6/16"NOM. 7/16"LAMINATED • • • •• •• • • LAMINATED GLASS 7/16"LAMINATED GLASS •0000 0000•• 0000 000000 • 000* 0000•• • • • 0000•• ••• 0000 0000• • 0000 • • 0000• • • 0000•• • •• • •••••• • • •••• • • • • • • • • 0000•• 21 50 21 50 • • •••�•� • 0 • •000•• 1/2"NOM. 1/2"NOM. 59 GLASS BITE 59 GLASS BITE 52 52 PRODUCT REVISED m c plyiay with the Florlda 66,67,68,69,70,71 72,73,74,75,76,77 Baddmecode Ateepta,a No(5'd Iq� l 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS ration Date 4 .D90 PVB INTERLAYER 090 PVB INTERLAYER E 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 7 5/16"LAMINATED 7/16"LAMINATED Miem' 5/16"OR 318" R SPACE 3/16"OR 1/4"AIR SPACE 1/8"OR 3/16"ANNEALED OR TEMPERED GLASS QD 1/8'or 3/16 ANNEALED OR TEMPERED GLASSQp 13/16"NOM. 13/16"NOM. LYNN 44//�7j�� 13/16"LAMI IG GLASS W/5/16"LAM[ 13/16"LAMI IG GLASS W/7/16"LAMI a1�..���Er�sF''•.Fp 58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. pwi0" "rra'"'" REVfB�fN7ERLAYER MANUFACTURER u••m' �U'•, STATE F L.M. 614116 F 1070 TECHNOLOGY DROVE GLAZING DETAILS �� '••.FtoRt tl—(,N arrnne .LJ. 10117111 E NO CHANGE THIS SHEET N.VErMCE,R 34275 r� �i lS`•'.....•• : dw l"GwP.o.eoxlSZN ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '7;5/OP1AN- J.R. &Ml D ADDED)G CAP TO BE TEMPERED +9OFTND7E w".4mL n.k 4Yt oroN. n" A.LSdN Id�P.E tAw,A: orr t>t,r,c NOXOM14 FL 34274 y(i(b/y BeLMr HR7T0 Full 2 �� 4127-}Q F P.E.N 58705 F.K. 2MM J.J. 9/13NB TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 36 3/8" 48" 50518'. 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 1 -60.0 1Q +60.00.0 +58.8 -58.8 +56.2 I -5 .288" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 { -60.0 +60.0 -60.0 +60.0 -60.0 D FOR INSTALLATION IN 106 318" A,B,G,H +60.0 -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 •60.0 +60.0 -60.0 +55.2 1 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 T,GLASS 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 •60.0 +54.6 ; -54.6 +51.7 -51.7 �SHALL HAVE ASG- III" A,B,G,H +60.0 -60.0 +60-01 -60.0 1 +60.0 80.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +60.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I +60.0 1 -60.0 AND ANCHOR QUANTITY REMAIN UP TO 111" D,E,F, +75.0 ! -75.0 UNCHANGED. J,K,L TABLE2. 0.00•+ XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER; •+ •••• • WINDOW GLASS WINDOW HEIGHT !80:00 6 6 6• 6•00.6 WIDTH TYPE ALL HEIGHTS UP TO 63" • • • 0 0000•• A,B,C, I 6.6 0000 • • TO 88 7/18" G,H,I +60.0 -60.0• • • • ••• 6••• 009000 D,E,F, • 0000 6 9 06.09 TO 867116" JKL +75.01 -75.0 • • •6096• 9.0••• TABLE 969.9 9 •• OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) •••••• WINDOW GLASS 1 12 13 WINDOW HEIGHT 9 0+ 0 • • 9.99.6 WIDTH TYPE 26" 38" 38 3/8" 48" 50518" 54" 60" 8S" •• • •• + • • iCy� IoF 80" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 +75.0 ' -75.0 +75.0 ` -75.0 I�1 'rG 68" A,B,G,H +75.0 -75.0 +75.0 { -75.0 +75.OT. -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +74.2 -74.2 +70.2 i -70.2 > 72" A,B,G,H +75.0 75.0 +75.0 ; -75.0 +75.0 ' -75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +69.6 69.6 +65.2 ; -65.2 rnoCuc7gUvilh D "sd7"¢riu uw Florida 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +75.0 -75.0 +75.0 I -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 i -63.8 Ac t Ng Cogo I!j-0_ pq UP TO 74" CDEF +75.0 -75.0 a7 oma 2 21 I,J,K,L Mi• Prodocl GLASS TYPES:TEST REPORT FTL4858()(OX),FTL4859(OX&XO)AND FTL-5330 A.5/16"LAMI-(1/8"A_090,1/&"A) G.13/16"LAMI IG-1/8'OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5116"LAMI-0/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A,.090,119'HS) H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) \`\��� III,i C.5/16"LAMI- 1/8"HS,.090,1/8"HS I. 13/15'LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) .�� o�v�YNS�'�i %, ( ) ( ) a1r; sf''�F9 D.7/16"LAMI-(3/16"A,.090,3/16"A) J.13/16"LAW Ki-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116"A) E.7/16"LAMI-(3116"A,.090,3/16-HS) K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,090,3/16"HS) = N,,.50705 F.7/16"LAMI-(3/16"HS,.090,3116"HS) L.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) : L.AIL 6114175 F NO CrANGE nuS SHEET DESIGN PRESSURES =gip••.. srn e F ``a\� IY,Wnr 10707ECVMOLOGY DRNE nu '. .�.•'•.,F(OR1D�'. J.J. 10/17171 E NO CWME THIS SHEET N.VENICE.FL34276 '�,`�4c, .. ,,.,,, ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 0 AL JR d20111 D ADDED IG CAP TO BE TEMPERED +30FTN07E P.O.BOxr62e F •.r ,� eww ■.,, 6"r owF NOKOMIS,FL 34274 �'/�B"�' HR710 NTS 3 - 11 4127-10 FA LrP iisseeL-705 b.E. FX 24W J.J. 3/13105 27 3/8" 27 3/8° 27 MAX.DL I f MAX DLO 54 5/16"MAX.DLO FIXED MAX.DLO .DLO VENT VENT FIXED D D B B R B X O X X 0 x— _ 110'MAX.WIDTH I.F.FRAME 85 7/16"MAX.WIDTH I.F.FF�ID1���{ � • • • 111"MAX.WIDTH FLANGE FRAME -I 7116'MAX.WIDTH FLANGE FRAME •••••• DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) • • • • ••• •••• ••••• NOTE: • • •••••' 33 9/16"MAX. 33 9118"MAX 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • •• • • DLO FIXED C DLO VENT • •••• • • • • • • •••••• �,MAX SEALANT OR GASKET ••• • •••••• FLANGE AT HEAD AND SILL • • •• • • • A FRAME A ALL 57 3/8" 15 56" CONFIG. MAX. PRODUC MAX. I.F.FRAME --plyT REVISED DLO ALL I DLO ALL a as g c ae REVISED�� VENTS FIXED / / 82"MAX, accepUnee No LITES I.F.FRAME �11°��DBOe I O ( X ALL By CONFIG. Mieml Product I 1 13 FLANGE FRAME �� i, LYNN 73"MAX.WIDTH I.F.FRAME ��GtNSE Q (r � VIEW D-D sr'_ •-74'MAX.WIDTH FLANGE FRAME I —� No.58705 (FRAME CORNER CONSTRUCTION) _ DETAIL A-OX OR XO a 7 y: as wwrsir STATE Or VJ- Ld1. IJ14H6 F NO CHANGE SHEET io7D 7ECNNOLOGv ORn/E LEVATIONS �;�� aOOklpr;.. J.a 10/17/11 "E" NOCHANGE THIS SHEETA- dmbl N.VENICE,FLJ@75 �� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT dot 8r11V11 O NO CHANGE THIS SHEET P-O.BOX 1529 �„�„ ,� M„� o.w•�r. n rI,. o�.wq:a■Ie Nt NOKOMIS.FL 3+Z7e Vblbb Better 1Yt710 NTS 4 °� 4127-10 F A LYNN t 58705 PE F.K T/2&OB J.J. 3/L�17B INTERIOR 37 32 35 22 39 1 22 Q 0 � 16 2 EXTERIOR INTERIOR 13 21 MAX.VENT DLO �— MAX.FIXED DLO —� MAX. 7 DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR (D7 37 0 0 • •0 0 0 0 • HEIGHT 35 32 • 39 0000• 0000 00000• FLANGE • • • • FRAME MAX. •••••• VENT •�• �••• • • DLO Q 16 • ••.• 0000•• 09.00 • 0000 • • 0000• MAX. • • 0000•• FIXED • •• • ••�••• • DLO 0000•• • • 22 MAX.FIXED DLO �::::;;' -� MAX.VENT DLO -443 � • � • � ••60:0 •00.00 r MAX.WIDTH(I.F.FRAME) • • • • • EXTERIOR SECTION A-A •.. : ••• • • 21 (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) • 24 8 22 IFINTERIOR 41 kINTERIOR PRODUCT REVISED as complying xdlh the FbrldO Ouilding Code ` �Q1 Acuptance NO I5'051q�g1 12 24 EXTERIOR PirMionDale Lv� 7 0 sae e7eenel 7 EXTERIOR 111111 1 �ONV U'NN Mi��''G 6 �-N �ICENSF .,CSQ `i': C 10 42 )C td0,50705 SECTION C-C SILL HEAD _ (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) x STA EO t'�; LM. N14115 F NO CHANGE 7HISSH£ET SECTIONS 'O`� '•.,F•COR\O�';•'• •� � 1070 TECHNOLOGY DRIVE J.J. �1-�7111 :E:: NOCHANGETHISSHEET N.VENICE.FL 51275 P T ALUM.HOR/ZONTAL ROLLER WINDOW,IMPACT ,5!OfgAk- lb-orTHIS SHEET P.O.sox 154 �,,,�,,,,,, •.rr 0..eA.L�kh& P.E. Visibly Bitter yF. 323tlS HR7f0 H9!/ 5 11 4127-10 F P.E.I5W05 ITEM i)wc#IREvi DESCRIPTION MAIL PGI'# ITFINIDWGMKVI DESCRIPTION MAT'L PGO 1 4102 1 A IFLANCE FRAME HEAD 6063-T6 AL 612237 66 IGLASSJ 13116"LAMI 10-1/8"A(MIN),3/8"AIR SPA 5116"LAMI 1/B"A .090 PVB,1/8"A 2 4025 SASH STOP STD. ANTI LIFT'CLIP) 6063-T5 AL 612244 67 " 13/16"LAMI IGl/8"A IN. 3/8"AIR SPACE,5/16"LAMI(1/8-A,.090 PVB 1/8"HS 3 #8 X 3/4 PH.PAN HEAD 7834AA 68 13116"LAMI K3-1/8"A(MIN.).3/8"AIR SPACE,5116"LAMI(1/8"HS,.090PVB U8"HS) 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13116"LAMI IG3/16"A(MIN.),5/16"AIR SPACE,5/16 LAMI(ll8"A,.090 PVB,1/8"A) 6 4136 FIANGEFRAME SILL 6063-T6 AL 64136 70 13/16"LAMI 10-3/16"4 IN.),5/16"AIR SPACE,5/16"LAMI(1/8' .090PVB,IJS"HS 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13116"LAMI IG3/16"A(MIN.),5116"AIR SPACE,5/16"LAMI(1/rHS,.090 PVB,1/8-HS) p 8 4131 ROILERTRACK 6063 T6 AL 64131 72 13/16"LAM11Gl/8"A(MIN.),114"AIR SPACE,7/16"LAMI 3116"A .090PVB 3/16"A 8 7121 WILHOLECOVIIt POLYPROP. 71291 73 13/16"LAM I KL-1/8"A IN. 1/4-AIR SPACE,7/16-LAMI /16"A,.090P 3/If-HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13116"LAMI 10-1/8"A(MIN.).ll4"AIRSPACE,7/16 LAMI(3/16-LIS,.090 PVB,3/16"HS 75 13/16"LAMI 10-3/16"A(MIN. 3/16"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"A) 13 4002 A FLANGEFRAME JAMB 6063-T6 AL 612225 76 13/16"LAMI 10-3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3116-A,. PVB,3/16"HS 14 4134 GASKET FOR MAINFRAME SILL JOINT 74134W/K 77 13/16"LAMI I0-3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16'HS,.090 PVB,3/16"HS) 15 1155 #8 X 1.000 QUAD PN.SMS 781 A 90 1014 SCREEN FRAME OR&VER 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 641100 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. 17 4054 B FIX®MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 19 4066 W STP..187 X.230,FIN SEAL 640 93 1073 SCREEN SPRING ST.ST. ••••• 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM PVjr • • 22 1683 W STT..250 X.270 BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EMWC • •• 23 225-1 ROLLERHOUSING&GUIDE 42112HD % SCREEN �Tt•• •••• •••••• 24 226 BRASS ROLLER WHEELS BRASS ?BRW HI 2 ••00041 • • • 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N11,9690 •••• • • 32 4006 D SASHMIECINGRAIL 6063HS-T6 AL 64006 2.710 • • • ••• •••• ••••• 33 1235 W STP.,.170 X.270 BACK,FIN SEAL 67S 16G • • • •••• • • ••••• 35 1096 SWEEP LATCH DIE-CAST 71096 • • •••••• 36 1016 #8 X.625 PH.FL.SMS 7858 • •• • •••••• • 37 4126 SASH SIDERAIL 6063-T5 AL 64126 *00000 • • 2.624 • 38 1683 W STT.,.250 X.270 BACK,FIN SEAL 61683G 062 • • • i•41410 i• •••••• 39 7070 BULB W FATHERSTRIP.187 X.275 67070K • • • • • 40 LIFT RAIL COVER CAP 74078"C'LORR • • • •••••• 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD • • • 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 41 #4139,606376 43 4141 I.F.FRAME JAMB 6063-T6 AL 64141 50 GLAZINGSILJCONE,DOW 899,995 OR UIVALFNC PRODUCT REVISED 51 1214 VINYL GLAZINGBEAD BULB CK 6TP247W,K ncomplying with the Florida 52 1225 VINYL GLAZINGBEAD BULB 6TP�K 2.784 Building Code -051 Acaplanuro xo 1 .09 53 4039 B GIAZINGBEAD-5/16" 6063-TS AL 64039B a .r D81e 54 4044 B GLAZING BEAD-5/16"W/GRILL KIT 6063-T5 AL 644703 062 3.152 B t product 55 4222 A GLAZING BEAD-7/16" 6063-T5 AL 64222 .062 56 985 C GLAZINGBFAD-7/16"W/GRHLKIT 6063-T5 AL 6985 1988 59 4067 1 IgAZINGBEAD-13/16" 6063-TSAT. 64067 60 (;<.P,SS 5/16"LAM[ ll8 A,.090PVB,1l8"A 43 I.F.alRapil6083T6ME Mg \�����y tUNN /e(r 61 5/16"LAMI(1/8"A_090 PVB,V8"HS �� • ceNSE 4' 62 5/16'LAMI(1/S"HS,.090 PVB US"HS) ` 63 7/16"LAMI 3/16"A_090 PVB3/16'A 2.710 = -A":: No.58705 64 7/16"LAMI 3/16"A_090 PVB3/16'HS 42 LF.FRAME SILL = ��- n 65 " 7/16"IAMI(3/16"HS,.090PVB 3/16"HS O #4140,8083-T8 tI 'IS I!1 o.k tt �1'. s1rrEor `i,:. 41It N7U15 F NOCHANOETNSSHEET PARTS LIST " FcORIVP.•' tom 7ECHHOLO..mN, :� ;'i• ....... \�-7.` J..L ft-rwto 0/1 7n1 E NOCHANOETHlBSHEET N.VENICE,FL 90275 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT JJZ. BMI D AODEO 'TO MASS TYPES P.O.•OX 1s2S awww* 4o11C a.,e •,,.,r", "," Otl" Dow NOKOMIS,FL 34270 1Y1f16(j Betr!► HR710 NTS 8 1T 4127-T� F A LYNtI•N 58ms P.E FX 20dtlS J.J. S/13MB 1.513--{1 040 1 .738 .062 �( 1.187 3.'52 I 1.443•+-1 1. 73 .062 O SASH STOP COVER �3F3 .062 3.(90 4 #4053,6063-T5 1E22 L21.710--�I FLANGE FRAME HEAD I- —2.7ea-�{ O O FLANGE FRAME SILL O FRAME SILL ADAPTER r #4102A•6063-T6 #4136,6063-T6 #4137,6063-T6 1.383 .082 • • 0000•• .661 ,at 7 .062 18 FLAY 4b A.656 E6 AMB... •••0:0 0• • • • .437 0000•• 0000 ••••s• • .4� 0000•• • • • }I1.451-� .46 1.403 0000 0000 �••••: O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL '•••0' •*oaf • •• ••• #4025,6063-T5 #4131,8063-T6 #4054B,6063HD-TB •s•••• • • 0.000 • • 0000•• •• •• • 0000•• 71 • ••s••• 1 of • • • 0000•• 0000•• .062 2. 79 •'• ' �••••• .0,2_ 62 2. 26 O5� •• • • ••• • • • • • 1 11877 .OB1. 9 .j .062 .678 3491 11.081 —1:1-291-4 1.096 1 PRODUCT REVISED 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAILO GLAZING BEAD,5/16" as—Pi7iw wA dw Flu" #4133.6063-T5 #4006D,6063HS-T6 #4126,6063-T6 53 #40398,6083-T5 Bmldi gC.& 15. q Accep�mce N" 0514.o Z! intion Dffie •0� P� 1 tvL.ni ede ProduM 1 [.878 050 PL 878 •Jam3 :lL.050 .050 878 NNNNNN 11�L�� —�1,�1y 1.696-��� ,.U96-{� IT ,.1,51 1.097 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16 59 GLAZING BEAD,13/16" ��`�`pNY.YNN y�4 ,, 54 #40448.6063-T5 #4222A,6063-T5 #985C.6063-T5 #4067.6063-T5 �1G[NSF •�rP (USED W/GRILL KIT) (USED W/GRILL KIT) Pio.56705a. LM 511415 F NO CHANGETH18SHEET EXTRUSIONS �'�`•• F Tl: N�� lkwv1070 TECHNOLOGY WINE tae AC`S •.,(.....•'`f� J.J. f6HT/fi EOw�rc NO CHANGE THIS SHEET ""E"X •F`3"Z'5 �_ ALUM.HORIZONTAL ROLLER WINDOW IMPACT S�U�lnl_ Jit Br1LP11 D NO CHANGE THIS SHEET P.O.BOX 1528 a.`.weam �,; •..e a...orn �' A LYIIrI(A1L4'Et��.E o.k o.� NONOMIS.FL 3427 l/Lr[b[y Bator NR710 Hell 7 d 11 4127-10 F P.E#56705 F.K. ?/16NB J.J. S29/DS ANCHOR QUANTITIES,XOX(114-112-114)WINDOWS TABLE 4 NOTES: GLASS TYPES A,S.C,G,H.1 GLASS TYPES D,E.F,J,K,L 1.ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONIC 2,3,WOOD 2,CONC 1,CONIC 1-1/4-ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 ZONES !rn rn 1m 1 to WINDOW SIZE HEAD 8 SILL HEAD d SILL HEAD&SILL 1� HEAD 6 SILL I MEAD&SILL 1"' HEAD&SILL i E A.5116-LAMI-(1/8-A,.090,1/8"A) 1r 1' (' 1� (< ,� B.5/16-LAMI-(1/8"A,.090,1/8-HS) FT,GLASS TYPES G-L SHALL HAVE A W C.5118"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125 x 38.375 1+C2+1+C2+1 2 t+C2+1+102+1 2 1+C2+1+C2+1(2 t+C2+1+102+1 2 1+C2+1+C2+112 1+C2+1+C2+11 2 D 7/16•LAMI-(3118"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 t+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 r02 +102+113 E.7/16'LAMI-(3/167A,.090,3/16"HS) 60.625 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 +C2+1`3 F.7/16"LAMI-(3/16"HS,.D90,Will"HS) G.13/16'LAMI IG-1/6'OR 3/16"A(MIN.),5/16"OR 3!8"SPACE,5/16"LAMI-(1/8"A,.090,118"A) 54.000 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 +102+1 3 H.13/16"LAMI IG-118.OR 3116-A(MIN.),5/16"OR 3/8"SPACE,5/16-LAMI-(1/8-A,.090.1/8"HS) 60.000 1+102+1+102+11 3 1+102+1+102+t 3 1+102+1+102+1(3 1+102+1+102+1 3 1+102+1+102+1 3 +C2+113 1. 13/16"LAMI IG-1/8'OR 3/16"A(MIN.),5116'OR 318"SPACE,5/16"LAMI-(118"M.000,1/r HS) 1 t J.13/16"LAMI IG-1/8"OR 3/16-A(MIN.),3116"OR 114"SPACE,7/16"LAMI-(3116"A,.090,3/16'A) 63.000 1+C2+1+C2+113 1+C2+1+C2+1'3 t+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+102+1`3 +103+11 3 K.13/16"LAMI IG-1/8.OR 3116-A(MIN.),3/16"OR 1/4-SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) 60.000x 38.375 1+02+1+C2+1,211+02+11+102+1 12 1+C2+1+C2+1 2 1+02+1+C2+112 11+02+1+C2+1 2 +C2+112 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7116-LAMI-(3116-HS,.090,3116-HS) 48.000 1+C2+1+C2+11 3 1+102+1+C2+113 1+C2+1+C2+113 1+02+1+C2+1 3 1+C2+1+C2+1 3 +C2+11 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOW.OWING 60.826 1+102+1+102+11 3 1+102+1+102+1`3 1+102+1+102+11 3 1+102+1+102+1 3 1+102+1+102+1 3 1+102+2+102+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN iAfiL6M•• •••••• • • • • 54.oDo 1+C2+1+C2+1I 3 1+C2+1+C2+113 1+C2+1+C2+13 1+C2+1+C2+11 3 t+C2+1+C2+113 1+C2+2+C2+113 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CEN%%I@E. ••••• • • • 60.000 1+102+1+102+1 3 1 1+102+1+102+113 1+102+1+102+11 3 1+102+1+102+1 3 1+102+1+102+1 3 1+103+2+p+1 25 3/4"MAX.FROM CORNERS.3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. •••••• 0000 •••••• 63.000 1+C2+1+C2+11 3 1 1+C2+1+102+1 13 1+C2+1+C2+11 3 1+C2+1+102+11 3 1+C2+1+C2+1(3 1+C3+2+C3+1(3 TABLE KEY: •••••• • ' ' •••••• 74.0DOx 36.375 i+C2+2+C2+112 1+C2+1+102+112 1+101+2+102+112 1+C2+2+C2+112 1+C2+2+102+1 2 1+C2+2+C2+112 X O X ••• *00* • • 1 1+C3+4+C3+1 3 rANCHOR QUANTITY PER JAMB • • 48.000 1+102+2+102+113 1+C2+1+C2+113 1+C2+2+C2+113 1+C2+2+102+1 3 1+102+2+102+1 3 1+102+2+102+13 • •• 0000 ••••• 50.625 1+C2+2+102+1 3 t+C2+1+C2+11 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 t+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. •• ••• 54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 t+C2+2+C2+1 311+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED'*•'0 00**** AT EACH MEETING RAIL PLUS(1) •• •• • ••"0• 60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+113 1+C2+2+02+1 3 1+C3+2+103+1 3 ANCHOR AT EACH OPERABLE VENT • •••••• ' 63.000 1+C2+2+C2+1 3 1+C2+1+C2+113 1+C3+2+C3+1�311+03+2+C3+1 3 1+C2+2+102+1 3 1+C3+2+C3+1 3 PLUS NCANCHORS AT FIXED SECTION. • • • • (12)ANCHORS TOTAL AT HEAD AND SIL • • • •••••• 84.ODOx 38.375 1+C2+2+C2+1 2 1+C2+2+02+112 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+12 1+C2+3+C2+12 •••••• 48.000 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+113 1+C3+3+C3+1 3 (3'MIN.O.C.ANCHOR SPACING) •'• • ••••• 50.625 1+C2+2+C2+1.3 1+102+2+C2+1 3 1+C2+2+C2+11 3 t+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 •• ' • ••• • • 25 3/4"max. • • • 54.000 1+C2+2+C2+1(3 1+C2+2+C2+113 1+102+2+102+113 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 -�{(-3'MIN. •• • 60.000 1+C2+2+C2+1;3 1+C2+2+C2+1 3 1+103+2+103+113 1+C3+2+C3+1 3 1+C2+2+102+1 3 1+C4+3+104+1�3 63.000 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C3+2+C3+11 3 1+C3+2+C3+113 1+C2+2+C2+1 3 1+104+3+CA+1 3 9.REF. X O X PRODUCP REVISED 106.375x 38.376 1+C2+2+C2+112 1+102+2+102+1 2 1+102+3+102v1(2 t+102+3+102+1 2 1+102+3+102+1 2 1+102+4+102+11 2 a,-plying with the Flodda Uuddtag Code 48.000 1+C2+3+C2+1 3 1+C2+2+C2+113 1+C3+3+C3+1 3 1+103+3+103+1`3 1+C2+3+C2+1 3 1+C3+4+C3+11 3 MTG.RAIL,TYP. _A ceplm«No l -o51q•o9 60.625 1+C2+3+C2+1 3 1+C2+2+C2+13 1+C3+3+C3+1 3 1+03+3+C3+11 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS E" "Dat` ?�21 64.000 1+03+3+C3+11 3 1+C2+2+C2+1 3 1+C3+3+C3+11 3 1+C3+3+C3+1 311+03+3+C3+ 3 1+C4+4+04+11 3 SHOWN IN TABLE KEY ABOVE By Miami e t W 60.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+04+3+04+113 1+104+3+C4+1 4 1+C3+3+103+1 3 1+C4+4+C4+113 63.000 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C4+3+C4+1 3 1+04+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1i 3 25 3/4"MAX. 1 1/2"TYP. 111.DDOx 38.375 1+C2+3+C2+1,2 1+C2+2+C2+1 2 1+102+3+C2+1 2 1+102+3+C2+1 311+02+3+C2+1 2 t+C2+4+C2+1 2 j-3-MIN. j1 48.000 1+C2+3+02+1 3 1+C2+2+C2+113 1+C3+3+C3+1 3 1+03+3+C3+1`3 1+C2+3+102+1 3 1+103+4+C3+11 3 9"REF. X O X `��� �}JV I.YN;V 50.625 1+102+3+102+1 3 1+C2+2+102+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1�3 1+03+3+C3+1 3 1+03+4+C3+1(3 a�.•'��GFNS/: '•.�.Q '� 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+103+3+03+1 3 1+C3+3+C3+1 3 1+04+4+C4+1 3 Flo.587U5 _ 60.000 1+C3+3+C3+1 3 1+C2+2+C2+113 1+104+3+C4+1 3 1+C4 3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1.3 MTG.RAIL,TYP. - e, 63.000 1+C3+3+C3+1 3 1+102+2+102+1 3 1+C4+3+104+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C6+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS :'�u 7 1L1k ar.�e,a: 1►rYaR n•. STA E F LM. 6N4716 F 3+2y5 ANCHORAGE SPACING,XOX(114-112-114) 7ww NO CHANGE THIS1070TEDRIVE A1&17/11 E NOCHAG7H33NEEN.vENICE.. i%��� aLD{:IDv..•.'C�i�'.` - '��V,j�••....... J.P. X11 0` ADDED IG TO BE , � P.O.BOX 1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 101�/�,�_L,. CAPNOXOMIS.K3/27a 1/t.Ybly Be[te� •"" a.r n..e • ar•tr Ise A L4khroIIL k, P.E. V> o r Nln+o NTS 8 11 4127-10 F P.E.#58705 F.K. W&W J.J. v73�V6 ANCHOR QUANTIl1E8 XOX 113-1/3-1/3 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L EWINDOW 2.3.WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONIC 1.CONIC 1.ANCHOR TYPES: ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3412#12 STEEL SCREWS(G5) HEAD 6 SILL 9 HEAD6 SILL HEAD 6 SILL HEAD 3 SILL HEAD 8 SILL HEAD a SILL 2. A.5/6GLASS-LLAMIS-(118"A,.090,1/8-A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B.5/16'LAMI-(1/8"A,.090,118'HS) FT,GLASS TYPES G-L SHALL HAVE A 48.ODO x 38.375 1+C2+1+C2+112 1+C2+1+C2+1 i 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 C.5116"LAMI-(1/6"HS,.090.1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+102+1+102+1 3 1+102+1+102+1 13 1+102+1+102+1 3 1+102+1+102+1 3 1 1+102+1+102+11 3 1+102+i+C2+11 3 D.7/16"LAMI-(3116"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7116"LAMI-(3/'16"A,.090,3116"HS) 50.825 1+102+1+C2t113 1+102+1+102+13 1+102+1+102+1 3 1+102+1+102+113 1+102+1+C2t113 1+102+1+102+113 F.7/16-LAMI-(3/16"HS,.090,3/16"HS) 54.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1!3 1+C2+1+C2t11 3 1+C2+1+C2+113 G.13/18'LAMI IG-1/8"OR 3116"A(MIN.).5116"OR 3/8'SPACE,5/16"LAMI-(1/8"A,.090.1/8-A) 60.000 1+C2+1+C2+1.3 1 1+C2+1+C2+1:3 1+C2+1+102+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1j 3 1+C2+1+C2+1)3 H.13/16'LAMI IG-118'OR 3/16"A(MIN.).5/16"OR 318"SPACE,5/16"LAMI-(1/8-A,.090,1/8"HS) 63.000 1+102+1+102+11 3 1+102+1+102+1{3 1+102+1+102+1 3 1+102+1+102+1 j 3 1+102+1+102+1 i 3 1+103+1+103+1 3 I. 13116'LAMI IG-118"OR 3/16'A(MIN.).5/16"OR 318'SPACE,5/16"LAMI-(1/8"HS,.090,1/8'HS) J.13/16"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16'LAMI-(3/16'A,.090,3/18'A) 53.126x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 l+C2+1+C2+1j 2 1+C2+1+C2+112 1+C2+1+C2+11 2 1+C2+1+C2+1j 2 K.13/16"LAMI IG-1/8'OR 3116-A(MIN.),3/16'OR 114"SPACE,7/16"LAMI-(3/16-A,.090,3/16"HS) 48.000 1+C2+1+C2+1 j 3 1+C2+1+C2+11 3 1+C2+1+C2+1'3 1+C2+1+102+11 3 1+C2+1+C2+11 3 1+C2+1+02+11 3 L. 13116"LAMI IG-1/8"OR 3/16"A(MIN.).3116"OR 1/4'SPACE.7116"LAM[-(3116"HS,.090.3/16-HS) 50.625 1+C2+1+C2+1`3 1+C2+1+C2+1'3 1+102+1+C2+1 3 1+02+1+C2+1 j 3 1+C2+1+C2+113 1+C2+1+C2+11 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOPLOWINS 54.000 1+C2+1+C2+11 3 1+C2+1+C2+1:3 1+02+1+102+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN=�V9.•• 60.ODO 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+113 1+C3+1+C3+113 • • • 63.000 1+C2+1+C2+1 j 3 1+02+1+02+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+03+113 HEAD 8 SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CEN�GFi►INE c .... • 25 3/4"MAX.FROM CORNERSOsseo • 80.000x 38.375 1+C2+1+C2+112 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+02+11 2 1+C2+1+C2+112 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. •••••• • •••••• 48.000 1+C2+1+C2+1'3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11.3 1+C2+1+CZ+1'3 TABLE KEY: 46641646 • • 50.625 1+C2+1+C2+11 3 1+102+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+102+1{3 1+C2+1+C2+11 3 1+C2+1+C2+1{3 X O X •••••• 54.000 1+C2+1+C2+1j 3 1+C2+1+C2+1 j 3 1+C2+1+C2+1)3 1+C2+1+C2+1 1 3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 1+103+1+103+1 3 ANCHOR QUANTITY PER JAMB• +••s 0*000• • • 60.000 1+C2+1+C2+1!3 1+C2+1+C2+1!3 1+C2+1+C2+1{3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 ••• 9000 0 00000 • • 63.000 1+C2+1+C2+11 3 1+102+1+103+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1'3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES CE TIES • •••• :0410:0• ••••• A CLUSTER OF(3)ANCHORS CENTERED • • •••••• 66.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1[211+02+1+C2+112 1+C2+1+C2+1 2 1+C2+1+02+1 2 ON EACH MEETING RAIL PLUS(1) • •• • 000000 • 48.000 1+C2+1+C2+1!3 1+102+1+102+1'3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+02+11 3 1+C2+1+C2 i 3 ANCHOR AT EACH OPERABLE VENT •••••• • • 60.625 i+C2+1+C2+11 3 1+102+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+C3+1{3 PLUS(1)ANCHORS AT FIXED SECTION.• • • (9)ANCHORS TOTAL AT HEAD AND SILL.* • • • ••so:• 64.000 1+102+1+102+113 1tC2+1+102+1 3 1+102+1+102+1 3 1+102+1+102+1 3 1+102+1+102+1 3 1+103+1+103+1 3 ♦••••• 60.OD0 1+C2+1+C2+1.3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C3+1+C3+113 1+C2+1+C2+1'3 1+C3+1+C3+1 3 • • • • 1 I (3"MIN.O.C.ANCHOR SPACING) • • • •••• 63.000 1+102+1+102+1 3 1+102+1+102+1'3 1+C3+1+10341'3 1+103+1+103+11 3 1+102+1+103+1 3 1+103+1+103+1 3 •• 0 • ••• • • 74.000x 38.375 1+102+1+102+1!2 1+103+1+101+1 1 2 1+102+1+102+11 2 1+102+1+102+1 2 1+102+1+102+1 2 1+10211+102+1 2 25 3/4"MAX. •••• • 48.000 1+102+1+102+1,3 1110241+102+1{3 1+102+1+C2+1 3 1+102+1+102+11 3 1+102+1+102+tj 3 1+103+1+103+1 3 �j+-3"MIN. 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+113 1+103+1+C3+1 3 64.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9"REF. X O X 60.000 1+C2+1+C2+1 3 1+C2+1+102+1{3 1+C3+1+C3+1j3 1+C3+1+C3+1,3 1+C2+1+C2+1 3 1+C3+1+C3+1;3 PRODUCT REVISED the az complying with the Florida 63.000 1+102+1+102+1 3 1+102+1+102+1 3 1+103+1+103+113 1+103+1+103+1{3 1+102+1+102+1.3 1+C3+1+C3+1 3 WildingCodc 84.000x 38.375 1+C2+1+C2+1'2 1+C2+1+C2+1{2 1+C2+1+C2+112 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 MTG.RAIL,CLTYPAcceptance No 5-O )q nq) 48.000 1+C2+1+02+1{3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS ° icMionDate j� 50.826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1!3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) °y Mie i ode Product C 54.000 1+C2+1+C2+113 1+C2+1+C2+113 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+113 1 1+C3+1+C3+1 3 ' 60.000 1+C2+1+C2+1 3 1+102+1+C2+1 3 1+03+1+C3+1 3 1+C3+1+103+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 253!4`MAX. 1/2"TYP. 63.000 1+103+1+103+1 3 1+10211+102+1 3 1+103+1+103+1 q 3 1+103+1+103+1 4 1+103+t+ +1 G 3 1+ +1+101+1 4 1u11rit1/7 l �(I 1---3'MIN. 36.437x 35.375 1+102+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+113 1+C2+1+C2+11 2 1+C2+1+C2+1 2 �R-�• `\���Or1V•k.YN •F; / 48.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+102+14+•^,2+1Im 13 1+C3+1+C3+1 3 X O X_ ��1 �1ceNSF •, q 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+02+1+102+113 1+103+1+103+1 3 64.000 1+C2+1+C2+113 1+C2+1+C2+1i3 1+C3+1+C3+1j3 1+C3+1+03+113 1+C2+1+C2+113 1+C3+1+C3+1 3 _ No.58705 : 60.000 1+102+1+102+1 3 1+102+1+102+1 3 1+103+1+103+113 1+103+1+103+1;4 1+C3+1+C3+11 3 1+G+1+G+1 4 MTG.RAIL.TYP.i t- - EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS 63.000 1+03+1+C3+1{3 1+C2+1+C3+11 3 1+C3+1+103+1 3 1+C3+1+C3+1':4 1+C3+1+C3+1 3 1+G+1+C4+1 4 j 7 .J1 S 111 ftNww pwYnr auaYt� .��••.. 5 Al'KE bF : CJ LM. 6114116 F NO CHANGE TH/S SHEET (113-113-113) T F `���� aulans 1-N.rECFMOIOGVDRIVE ANCHORAGE SPACING XOX ��� ••.,..... .`.•'�G�, Jr. fan7nf E NOCFIANGETHIS sliEET N.vENICE,ft3427s gLUM.HORIZONTAL ROLLER WINDOW,IMPACT �''/1'O N- J.R. 62(,V11 D ADDED IO CAP TORE TEMPERED +30E-TNOTE P.O.89x 1528 art.ur,e ao.� w.e v.ray �, arr Gtr NOKOMIS.FL 34274 Vlt1/1/y Better r 11 4127-�� ' A LYNN p 58705 P.E. F.K 248W J.J. 3 6W frt7fo NTS 9 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A.B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES: ANCHOR TYPE 2.3,WOOD 2,CONC 1,CONC 12A WOOD 2,CONC i 1,CONIC 1-1/4'ELCO TAPCONS 2-114'ELCO SS4 CRETE-FLEX 3412#12 STEEL SCREWS(435) a SUBSTRATE ZONES ZONES ZONES I ZONES ZONES ZONES 2 GLASS TYPES: Qp 0Q J m 0� I g pQ m Q_j A.5/18'LAMI-(1/8'A,.090.1/0-A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE W N g 6 v) 1�to j 0) lil U7 W r/1 B.5M6-LAMI-(1/8'A,.090.U8'HS) FT,GLASS TYPES G-L SHALL HAVE A V Z ,6 ' T e6 ' =eC ,' _ -6 1 , =ai ' = c8 C.5/18'LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 D.7/16'LAMI-(3116'A,.090,3116'A) ANCHOR QUANTITY REMAIN UNCHANGED. 1 E.7/16'LAMI-(3/16'A,.090,3116"HS) 48.000 1+C2+1 3 1 1+C2+1 3 1+C2+11 3 1+C2+1 E 3 1+C2+1 13 1+C2+1 3 F.7/16'LAMI-(3/16"HS,.090,3116'HS) 1 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3116"A(MIN.).5116"OR 31W SPACE,5116'LAMI-(1/6"A,.090,1/8'A) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 f 3 1+C2+1 H.13116"LAMI IG-1/8"OR 3116"A(MIND,5/16'OR 3/8"SPACE,5/16"LAW-(116"A,.090,1/6"HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+11 3 1 1+C2+1 3 1+C2+1 3 I. 13/16"LAMI IG-1/8"OR 3116-A(MIN.),5/16"OR 3/8"SPACE,5118"LAW-(118"HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 1 3 1+C2+1 s 3 1+C2+1 LAMI-(31 3 1+C3+1 3 J.13118"LAMI IG-1/8"OR 3116'A(MIN.),3/16"OR 1/4'SPACE,7/16'LAMI-(3116'A,.090,31`16'A) K.13/18'LAMI IG-118"OR 3/18'A(MIN.),3/16'OR 1/4"SPACE,7116" 16"A,.090,31167 HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 1 3 1+C2+11 3 1+C3+1 3 L. 13/16"LAMI IG-118"OR 3/16"A(MIN.),3/18'OR 114"SPACE,7/16"LAMI-(3116'HS,.090,3/16"HS) 48.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 t 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1' 3 1+C2+1 t 3 1+C2+11 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+11 3 1 1+C2+11 3 1+C2+11 3 1+133+1 3 HEAD 8 SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1 1+C2+1 j 3 1+C2+11 3 1+C3+1 3 t8 3/4'MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1 1+C3+1 3 1+C2+1. 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 t 3 1+C2+1 j 3 1+C3+1 3 TABLE KEY: • • O x 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+11 2 1+C2+11 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB ••• • •••••• 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1t 3 1+C2+1j 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES • • • A CLUSTER OF(3)ANCHORS -00000 •••• 900000 54,000 1+C3+1 3 1+C2+1 3 1+C3+1; 3 1+C3+1 j 3 1+C2+12, 3 1+C3+1 3 CENTERED ON THE MEETING RAIL • •••• • • 60,000 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+1` 4 1+C2+11 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE ••• *000 •0•• 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 i 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION.(7) • • • • ANCHORS TOTAL AT HEAD AND SILL.•••• 0000 •••• 60.000x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2i 2 1+C2+11 3 1+C2+1 2 2+C2+2 2000000 • • (3-MIN.O.C.ANCHOR SPACING) • • *000 48.000 1+C2+1 3 1+C2+1 3 2+C3+21 3 1+C2+1 3 1+C2+1 i 3 2+C3+2 3 • •••••• •• •• • ••••• 50.625 1+C3+1 3 1+C2+1 3 2+C3+21 3 1+C3+1 3 1+C2+1 1 3 2+C3+2 3 8 314"MAX. •• ••• • 54.000 1+C3+1 4 1+C2+1 3 2+C3+21 3 1+C3+1j 4 1+C2+1i 3 2+C3+2 3 -�{�-3'MIN. • • • • 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1' 4 1+C3+1 3 2+C4+2 4 9"REF. X O i•••i• ••••• 63.000 1*C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+11 3 2+C4+2 4 T - - • • • F*OERJCTREVISED ••••• 66.000% 38.375 2+C2+2 3 1+C2+1 2 2+C2+21 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 • s+coAplying�vimthiFloAU•• • MTG.RAIL Bu Wd�g Code • �,., 48.000 2+02+2 4 1+C2+1 3 2+C3+21 3 2+C2+2 4 1+C2+11 3 2+C3+2 3 neceptaece No 50.625 2+C3+2 4 1+C2+1 3 2+C3+21 3 2+C3+2� 4 1+C2+13 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Fa.iration Date Luo SHOWN IN TABLE KEY ABOVE) M. 54.000 2+C3+2 4 1+C2+1 3 2+C3+21 4 2+C3+2 t 4 1+C2+11 3 2+C3+2 4 M. a Product vol 60.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+21 4 1+C3+1; 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 j 4 2+C3+2 4 1+C3+11 3 2+C4+2 4 183/4"MAX 1 1/2'TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+21 3 2+C2+2 3 2+C2+21 2 2+C2+2 3 I--3'MIN. '111 1 48.000 2+C3+2 4 2+C2+2 3 2+C3+21 4 2+C3+2 4 2+C2+2i 3 2+C3+2 4 9"REF. X O 4��`il LYiJAI 50.625 2+C3+24 2+C2+2 3 2+C3+21 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 F: 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+21 3 2+C4+21 4 _ •;c;' :r MTG.RAIL No.58705 60.000 2+C3+2 4 1+C3+1 3 2+C4+2i 4 2+C3+2 5 2+C3+2j 3 2+C4+2 4 63,000 2+C3+2 4 1+C3+1 3 2+C4+2 j 4 2+C4+2 5 2+C3+21 4 2+C4*2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS d /C= Rndw. RnNr,e oawv fAFEF :•.<C/ L.M. Wf1/18 F N00W4QETHIBSNEET ANCHORAGE SPACING,OXANDXOWINDOWS •..FroRtoP.••,��`;; rmBTECHNo�OGYDRIVE ,� i d. ......... •• ' `>• J.J. to+>n1 E NO THIS N.VENICE,FL 3r"5 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT P.O.BOX 7528 A Lv(11•IAViL�R P.E. ,LR NZa11 O ADDED ttv C4PTO BE7EMPERED +9pFiNOTE. ar.we +N ant �w o`Y� oalr NOI(OMIS,FL 3711 V41b1)BeeMr NR710 NTS 10 - 11 4127-1A F P.E.N 58705 FA 2Q&W J.J. 9!23W 1 3l4"MIN.E.D.TYP. NOTES: 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1/4"ELCO MIN.3.4 KSI 1"MIN.EDGE IdE /8" TAPCONS EMBEDED 1 318"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 13/4"MIN.. MINIMUM DISTANCE FROM CONCRETE . N. ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. •" �: 1x WOOD NOTE 1' a � 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS)OR 1/4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS /7 1/ Q THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX.JJ CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD LL BE A MINIMUM STRENGTH 7jp ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHA U. E FULL S AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4" 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM " 1/4"MAX.SHIM—�I I 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN, I I (1.5 KSI CMU) v "MIN.EMBEDMENT OR 2-112 PER NOTE 1 (3.4 KSI CONCRETE) 0000•• • • • 0000•• yyppp CONCRETE � oQ • • • • ANCHOR, ANCHOR, • • 0000 • NOTE 2 NOTE 1 1314" EXTERIOR INTERIOR • • • MIN.EDGE :'k MIN.E.D (HEA &SILL DETAILS A,B,C,D. &H) • •••• •••• •••••• • .. TYP. 00000 • • • 4 SEE NAILING000 •••0 0.00•: 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 INTERIOR 5/8'MIN.EDGE • • • • DETAIL E DETAIL F (JAMB DETAILS E,F&1) -f EXTERIOR I ••• •••' ";••• • 0000 • • 0000• TYPICAL FLANGE FRAME JAMB SECTIONS J 5/8"MIN. • • •••••• V • •• • 0000•• • CONCRETE WOOD DETAIL H (HEAD) • • ANCHOR, ANCHOR, • • • • •••••• NOTE 1 NOTE 2 NAILING •••••• .131 DIA.MIN.x 21/2'NAIL • • • • AT CORNERS AND 5"O.C. IZb cr ISEVIsrA •••••• TYPICAL DETAILS G,H&I. j can ying wish t6cllols• • • Huaa�g.N 15-051 .bq 1/4" 1/4" AccePlance No Q MAX. MAX. i•aiat Dste SHIM SHIM MIN.EDGE hj pie Maw SEE ..i.. . • NOTE 1 1�MIN. NAILING • 2-112"MIN. SEE NAILING �� LYNN 7i 1 3/4"MIN. `���0��.• A/jCl.��': MIN.3.4 KS E.D.TYP' 1."MIN•EbGE ��,r'��c, CONCRETE 2x WOOD DETAIL C BUCK, DETAIL D 2-1/2"MIN.EMBED ;Y.: `•%� NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) No.SaTos TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS = o 7 2 IS r STAT;/� L.M. 5%405 F CORRECT OPTIONAI.BUCK/JDTETUOJCI.UDECMU t070TECHNOLOGYoaWE ANCHORAGE DETAILS ';'`F ' FcoRn?"'',C)��� J.J. fnf7nl E NOCHAIJOETHISSHEET N.VENICE,FL 34275 ALUM.HORIZONTAL ROLLERW/NDOW,IMPACT �//,,"?NAI�,�Lr•, J.2 BIZW1f D NO CHANGE THIS SHEET P.O.gox t52s ,"„r,� st se"m sr+>rw �" aLvraJ�1ILLErL P.E. _ NOKOWI FL 34274 VLtrbb Better FW. ?l2RK18 J.J. 9/1:YVB Hrt7to Half 11 • 11 4127-1U F P.Ei5g705 e MIAM PDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series'6PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply any with section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done irk its entirety. .. INSPECTION: A copy of this.entire MOA W11:9 a l wvided to the user by the manufacturer or its distributors and shall be available for i*eclioua41h;job site at the request of the Building Official. This NOA revises NOA#13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above.. 000 • , *s o The submitted documentation wfls rriviewedby RinuetPOre2:P.E. .. .. . . . . .. NOA No.15-0528.26 MIAMMDADE COUNTY Expiration Date: February 19,2019 Approval Date: July 09 2015 • Page 1 . . . . . . . . . . ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201--94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an 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. (Submitted under previous NOA No. 13-0502.03) 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 an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5r' Edition (2014),dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Demwtmext ofRegulatosy and Economic Resources (RER). . .. . . . . ... . .. ... .. . . . .. . . .. . . . . . . . .. yp • Manue Perez ' •• •• • • • • •• Product Control Exa ' er NOA No.15-0528.26 Expiration Date: February 19,2019 "' ••• Approval Date: July 09 2015 . . .. .. .. . . . .. .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas©(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 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-51" Edition (2014), dated May 20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, 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. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-I105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. •• • • . • • �V�5 • Manuc Per • •• •• • • • • •• Product Control ami-fee,; NOA No. 15- .26 Expiration Date: February 19,2019 0:0 ••• Approval Date: July 09 2015 • • . . . F-1 • . •• •• . . . •• •• ... . . . ... 0 . GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOWvAR1Es, RATED FOR LARGE B SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48"TIP-TO-TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY47'BUCK WIDTH 48"BUCK WIDTH 48'BUCK WIDTH HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH 4 IGH VISIBLE ISH BLE LIGHT WIDTH LIGHTTH PILODUCI'RBVISBD WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS 2"MAX. 's Idi g&wdh 9landa 8'MAX. 8 Ample Code INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD B,SHEET 8'MAX D•SHEET 8 � Acoeplaoce Na �LITE(CAP)MUST TEMPERED. 'ration Dale3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY MI ade P"ctANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS C E,SHEET 8E,SHEET 8 WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A aUNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET B A UC C SHEET 7 G,SHEET BG, EET9 TH EDITION 71 UPDATE SHEET6 BUCK SHEET7 �.HEIGHT — — BUCKATE:07/0 14)ALL WOOD BUCKS LESS THAN 1.1/2-THICK ARE TO BE I CONSIDERED IX INSTALLATIONS.1XWOOD BUCKSARE 1 HEIGHT OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. T 93-114 VISIBLEWOOD BUCKS DEPICTED AS 2XARE 1AN*THICK OR 12'MAX, / VISIBLE 1Y MAX. 93.1/4•GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5MAX. E�TDESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT UGHT O•C• 9frHEIGHT UC M Q STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 98' BUCK W V) •.abTHE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO HEIGW � rARCHITECT OF RECORD,(AOR). TIP I •• 4 6•HEIGHT • • • •• s((n5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE • � t. Q BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF t • N ND'SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1- LON ALL FOUR CORNERS OF THE FRAME.INSTALLATION • • LLN•�0 1C••0 ANCHORS SHOULD BE SEALED.OVERALL II I } 8 ••••• Z �LL•; W • SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 8- I I--.B-� �- 12-MAX,O.C. 6• D--�•I I't- 12-MAX.D.C.2.MAX _1 H,SHEET 9 V V X N•d i1• INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET 6 MAX. SHEET 7 --..� 9*MAX.O.C.•• Is- m O•00 5 THE SCOPE OF THESE INSTRUCTIONS. 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATIOW • o> 0•+ O z0 c LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT.:..: :• :: a z• LL SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING •• •• • •• W O APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: THEM BY THE WINDOW. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE aJ1APEM4�45LOCK 1- W GUIDE TO SHEETS: 12"O.C. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TAB]:ES OIOSFi@ETS 2-5. N 071 L"y= 7)DESIGN PRESSURES: GENERAL NOTES.................. 1 /f f ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVEORAME Ui A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................I MEMBERS,SEE FIGURE,,THIS SHEET. • • • _ Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.....................2-5 • • QQ O E1300. DESIGN PRESSURES..................2-5 12"O.C. F- -WIDTH- =i r-WIDTH-�{ F.--WIOTH-�{••I'-�_�DTH'�s• • LL Z Z a70x B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION.FLANGE.............B MAX. F---- ---1 -T T 0--ij F r , ON nPRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEO.......7 T I I ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A..........8 / rs ( 0 b 0 V W ZINSTALLATION.INT.FIN B.._......9 J�� = AXW8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNERASSEMBLY............._....10 ' =DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................10 MAX. L- -J er11 •�se0 sale TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................10 T- 1 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS ! �- WIDTH (+-WIDTH-�{ F–WIDTH y{ It WIDTH-•{ `\\1W 1,1 I I III llll/ PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR TABLE 7: 1 -- 7-r- --1 T r 1 LYN / THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT Sheol T r T N COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Tm Desodptbn _ tl d P LWCENSF-.,.F`,p �i SHALL MEET THE REQUIREMENTS OF THE FLORIDA N t, Ui lE BUILDING CODE FOR CORROSION RESISTANCE. 1 7AW Lam!3118'M-.090'PV8-3118'HS 2 = i i I I = _ N0.58705 N 2 7/76'L.m 18-Hs-.ow PVB-3H8'Hs 2 1 1 1 1 = - 9)REFERENCES:TEST REPORTS FTL-3835,3850 8 7212; 3 1-7/16'Laml.IG(3/15"T-7/1W AV-3f 18'M-.090'PVB-3/16'HS 3 1. J- 1-L- -J L L J �" `+•�. :: ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAFBPA 4 i-7/16'Laml.10 18'T-7/18•Air-3118'HS-.090'PVB-3118 HS S �• WIDTH--^i Imo- WIDTH-^I i'�-WIDTH-�'I F"�WIDTH�•I "0 7 TE ,J :-�- NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 5 7/78•Laml 3118,M-090'8G-3/16'M ♦ �- -- T 'O S 7E OF MANUAL 8 7/1B•Lem! 16'H3-.090'SO.3118'HS 4 T --- - T r--- T F- -, y i--- - I I I c� .F<oR10P �"X, 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 7 1-1118'LerPo.Ki 3/18'T-7/18 A4-3118'M•.090'SG-3/16'An 5 I o ,(r i/��,�� �C� - SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES "1-111W Laml.KT ,8•T-7/18•Atr-3/78'Hs-.090"3G-3118'HS 5 ` I I 1' // nNAI-ti �`� MAY ALSO BE REFERRED AS THE 701 SERIES. OA"SG'=-KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. = 1 z /I I I I t I t I t "PVB"_"KURARAY BUTACITE•PVB INTERLAYER'BY KURARAY AMERICA,INC. 1 1 I 1 I I 1 A.LYNN MILLER,P.E. L P.E.N 58705 TABLE 2: Window Design Pressure(+/.,psf)forGlass type 1 Lmg de0n) 7116'LAMINATED 07-718 72 78 00 94 ee 912 1 9e 10D 104 109.112 GLASS STACK 30 +1.80 +180 +/-80 .1.80 +1.80 +/.80 «1.88 +/-80 +1.80 +1.80 +1.80 32 11-80 +1-80 -1-80 0-80 +180 +/_80 0-BD .1A0 +1.80 0.80 .1.80 .090'PVB INTERLAYER 34 +1.80 i +1-8D +/AO +180 +180 0•BD +l-8D 080 0-80 0-79.8 1 +1.79.4 3116'HEAT STRENGTHENED GLASS PRODUCT REVISED 36 +1-80 +180 +1-80 +l_80 +180 +1-80 +1-79.7 +1.77.2 +1.75.1 0-73.4 0-72.2 3/16'ANNEALED GLASS m-plying with the Florida " 38 .1.80 +1-80 +l-BO +1-80 +180 +/-761 +1-75.2 +!-TZ5 +1.70.3 +188.5 +1.86.3 U. his Code 40 ./AO a/-80 +/-80 .1.79.9 +l-77.2 +1-743 +/-71.3 «/_87.9 *185.1 +l-63.I +1-81.8 4 t 1 Atceplence No(�� 1121- 42 +180 0_80 +180 +1.77.4 -1-74.3 +/-71.3 +1882 +1-047 +181.6 +159.8 +/-562 iretfen DMe 1� 44 +1-80 +1-80 +1-78.9 +/-75.4 +1.72.1 +1-118.9 +185.6 -1822 059.7 +157.5 USEMBERSD AT OVEDBy 46 +180 +1-60 +1-77.2 +/•73.8 +1-70.1 1/.468 +183.5 +/-60.3 +187.7 FRAME MEMBERS ONLY 29 SS �- LONG SIDE ml $ 48 +1.90 +1.79.3 +1-75.8 +181.5 ./562 11-718'O.C.MAX. GLASS BITE Mi i Product Ing 50 +1.60 0-77.5 +1.74.1 +l-70.3 +f-06.7 0831 +1-59.7 1-3 E14 +1-7111 +1-75.0 +1-724 +/-ee.a +185.1 +1-61.5 SHORT a NO CHANGE THIS SHEET co +1-77.4 +l-73.8 +1-78.5 +1-67.3 +183.5 EXTERIOR SIDE ' +058 .112 .1-68.6 .1-65.3 DATE:07/02/15 2p 13 m 0.742 +1-70.3 086.8 12 +1.65 GLASS TYPE 1 +/-71.2 .187.t - LONG 567E+f-897 -186.5 � NOTES: SHORT • � a � .,,oa 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE •• 406• 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. + • • O •• " •/O N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. -t-- � a1 O •• • • }N N D' TABLE DIMENSIONS MAS A*..* •• rn c am re•� n ORIENTED VERTICALLY OR LL 04-1 ID J uwa0 p HORIZONTALLY AS SH OYL 1 e W g 0 • 7V Q�44 - • • as m O 1 (7 :/M0 TABLE 3: • • oN n O Yd" ^ LLWindow Design Pressure(+/.,psf)forGlass type 3 •• Y z D.z 65 117Lo6g •• W p 1-1/16NOM. ��1''' ��� •+ • •• •.i -1 N 87.718 72 76 80 84 88 1. 96 1-1 104 1+1.60 1 -1- 7/16'LAMINATED 4 GLASS STACK II -�I I(� SSS STACK •• 30 +180 *180 0-80 +IAO 080 H-80 r/-8D *1.60 +IAO 0-80 +180 i- 32 +1.80 .IAO +180 +180 080 +/-80 0-80 +1-80 +TAO 0.80 +/-80 3/16'HEAT ! _ •SYfbRT N IU =9 34 -/-80 +188 +I80 +lAO +IAO 0-80 0A0 +l-BO +IAD r/AO +/-80 STRENGTHENED GLASS w-"�1 S�pE •• � (/) 36 0A0 0-80 +f-8O +1-80 +180 0.80 0-80 -1-00 0A0 +/-80 0-80 3/16'TEMPERED GLASS 3116•ANNEALED GLASS • 3 V) z 38 x1-80 +1-80 +l-BO .l-BO +180 +1.80 +/AD ./_80 +!•79.4 */•78.4 +1.74.3 7/16'AIR SPACE w • 40 +/-80 +l-BO 0_80 -IAO 0811 +IAO +/-80 0-767 +/-73.5 +/-70.9 089 A80'PVB • • • • ¢ O cloy_ 42 +/AO 0-60 +1-80 0_80 .180 0_80 .1.77 1/.73.1 +-89.6 0-88.9 +I-85.2 11 INTERLAYER 0 Z d 44 +/•80 +1.80 +1•80 +f.BO +180 +I-77.8 +1-74.1 +1.70.3 +187.5 +1-63.9 • • O Z N s 46 +!-BO LU +/.BO .1-80 0-BO 0-79.2 -1-75.4 -1-71.7 +188.1 085.1 5 LONG 1 (D a 48 +/-80 +lAO •1-80 +1_80 +1-77.2 +1-733 +I-BR5 +1.858 USED AT CURVED �„ SIDE V X W 0 50 ./80 +1-80 +TAO +1-79.4 0-763 0-71.3 +1-87.5 FRAME MEMBERS ONLY 29 GLASS BRE I li Q 52 «1.80 +1-80 +1.60 0.77.7 71735 +1895 4$11.7/-'O.C.MAX. 1 N 52 0.80 *1.80 «1.79.8 +/-78 0.71.8 1-3 qll '�sa0 cauc 58 +/AO +I-80 +/-77.5 +1.73.8 EXTERIOR ��LL 58 .IAO +1.79.4 0.75.4 ��� N� LYNN A// 60 +1_80 0.77.6 +/-73.5 a 22 21 13 SHORT ;� O ...-...... �( 82 +IAO +/•75.8 SIDE P��.-• ,\CENSE FLP 64 1--76-7 1174 GLASS TYPE 3 e6 0-77.2 1 No.50705 67-718 0-749 NOTES: C 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. `A��• Z��J 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION- ST TL F :• �C(/` 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. %TC•••.j tORIOP'. �! `SIONAL "�, A.LYNN MILLER.P.E. P.EX 58705 TABLE 4: Window Design Pressure(N-,psQ for Glass Types 2&4 Long (N) 67-718 72 78 80 84 88 92 98 100 104 109-112 112 118 120 124 128 132 136 140 144 30 r/.80 +I-8p +/-8D +/-80 H-00 +1.80 •/•60 ,IAO +1-80 -1-80 +1-80 +/-80 *!-so *I-80 +1.80 +1.80 +1-80 +1-80 +1-81 0 +-80 32 +14D ,IAO 0A0 +140 +/-80 +1.80 +140 +IAO 040 MAO +lAO +1411 +!-80 H-80 +IAO r/-8p Moo H-BO H40 34 H-80 +140 +1-80 +140 ,140 +1.80 +IAO Moo --71--80 +1-80 +1-80 +1.80 +1.80 M-00 71.80 +1-80 +IAD PRODUCT REVISED 38 H-8p +/40 +140 +IAO -1-00 +/-80 ./-80 +/40 +140 N-BO 7140 +140 H 80 +1-80 +I-BD +/-BD as candying wish Op Florida Building coda + 71807140 +140H4 38 Hoo +140 +10 0 +1-80 oMoo eo A.taoeNo 15-05287/e 40 MAO 0.80 7140 0-80 1 -1-80 0-80 +/-80 +140 +140 -I-so 1-80 •1.80 irdi Date J9 42 N•80 +/40 +1-80 +1-80 H-80 +/-80 +/.80 +/40 +14D +1-80 +1-80 44 +1-80 +140 +1-80 +140 +1.80 +1.80 +14D +140 +/-80 +1-90 B 'S 48 H-So +140 +140 •/-80 +1.80 +140 +/.80 -140 +/-80 Mian Dade roduct Erol 4B H-80 +/40 +/40 0.80 +1.80 +/40 +/40 +/-BD tl1 50 +/40 a/40 +140 +I-BD +140 +/-80 +1-80 aSHE T 52 N-80 Hoo H-8o -/4D -1410 +/-79.1 NO CHANGE THIS 5 � DATE:07/02/15 m 54 H40 +140 +1-80 +1-80 +1.78.8 m 56 040 0-00 +140 +1.79.1 ' 56 MAo .1-80 -140 U 60 M40 N4D +1.79.3 82 +IAO +1.80 z 64 +140 N40 aNOTE66 M40 lL t7 U) -7;d— NOTES: S: •004 NMI 0 MI a 0 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. • • • O •• • U) '- o 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • }n -4 0104 O N 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. •• • • •N N o • 04�i c) 4444•• • r J c) C3,/g ti 4444•• =W N�•� J uao�I1 p i vi•e .Wola444• • V O MOOD 7 'oN 1-1116'NOM. TABLE DIMENSIONS MAY BE •• • O O• Yg N oD GLASS STACK ORIENTED VERTICALLY OR •• • • Z 0-Z• — N 7116'LAMINATED 7116'LAMINATED HORIZONTALLY AS SHOWN. LL GLASS STACK � � GLASS STACK • • •• •• a W O • LONG • •• R! .OBD'PVB INTERLAYER 3/16'TEMPERED GLASS 3118"HEAT STRENGTHENED GLASS • • IDE Fina-• 3/16'HEAT 3116'HEAT STRENGTHENED GLASS �— LONG SIDE �• • $+ N W 1aay; Will-HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7110'AIR SPACE .090'PVB INTERLAYER • • • 4� 7 y 11 SHORT • • z It Z 4 11 5 SIDE SF T '. • • ¢ O a, 0c USED AT CURVED USED AT CURVED FK)RT 1_ • LL Z a SIDE r •o • O Z N C FRAME MEMBERS ONLY 2g 518' FRAME MEMBERS ONLY 29 11-7/8'O.C.MAX GLASS BITE 11-718'O.C.MAX GLASS BITE 1-3 1-g O X wE �— LONG SIDE —� LL O EXTERIOR EXTERIOR a01 —.0 cam. (� 20 13 1'3 22 21 13 `err GLASS TYPE 2 GLASS TYPE 4 sSSIDE d LONG ���x LYNN DE f � SIDE �oN•,.......M/(7��%� Q . <'c No.58705 is SHORT SIDE Ulm A.LYNN MILLER,P.E. P.E.0 58705 TABLE 5: Window Design Pressure(+)L,psf)forG)ess type 5 Lang lin) 7116"LAMINATED I 67-718 72 76 80 54 Be 92 96 100 104 109.112 GLASS STACK I 30 +901425.4 +901.120 +901.115.5 +901-111.5 +901-108.5 +901.106 +901.104.5 +901-103.5 +901-1025 +901-100.7 +W.97.9 kSNTERLAYER 32 +901-11&9 +901-110.8 +901-105.3 +901-101.8 +901-98.7 +901.95.7 *901-923 +901-90.8 +901-90.3 +/•89.9 +1.89 34 +901-108.9 +901.103 +901-9&B +90-95.1 +90/-97.8 +14&2 +1-84.4 +191.5 •1-80.1 +1-79.8 +1.79.4 NNEALED GLASS 36 +901-102.6 +9d-97.1 +901-928 +198.9 */95.5 +1928 +1.79.7 +1.77.2 +1-75.1 +1.73.4 +1-72.2 3/16"ANNEALED GLASS PRODUCT REVISED 38 +901-98.4 +9D-92.2 +1.88.7 +1.83.2 +/-80.7 -1-7&1 */-75.2 +1.725 +f-70.3 +/98.5 +196.3 4 Ws nPjymswhhd.Flmid- 40 +901-91.8 +1-88.2 +1-82.6 +!•79.8 +1.77.2 +1-74.3 +/-71.3 *197.9 +195.1 +193.4 +191.8 11 Building Code 42 +901-91.3 +194.7 -1•80.7 +1.77.4 +1.74.3 +/-71.3 +198.2 +/917 +/41.0 +159.8 +158.2 USED AT CURVED Aapirali a No119 44 +/9&3 +192.4 +1-78.9 +1-75.4 +/•72.1 +/9&9 +195.6 +1-622 +/59.7 H57.5 FRAME MEMBERS ONLY 29 518" pink Dme �°-- 46 +1-854 +1.80.8 +1-772 +1.73.6 +1-70.1 +1.88.8 +193.5 +1-60.3 +157.7 @ 11-7/8"O.C.MAX. BITE �- LONG SIDE BY 48 +/-827 +/•79.3 «/-75.6 +1-71.9 +/-88.3 +/94.9 +191.5 H5&2 - MItl1 50 +/90.9 +1-77.5 +1-74.1 +1-70.3 +1.86.7 +193.1 +159.713N52 +1-79.1 +I-75.6 N-72.4 +1.88.8 +1-03- +/91.5 EXTERIOR SHORTNO CHANGE THISSHEET54 +l-7T.4 +1-73.8 +1-70.5 +1-67.3 +/93.5 SIDE '56 +1-758 +1-72 +/-88.6 +1.55.3 DA E:07 02/15 58 71-742 -1.70.3 +146.8 • m 80 +1-727 +1-65 'TYPE 5 • • : •• • • • U • 82 +1.71.2 +197.1 � • 64 +199.7 +185.5 1 LOA SIDE i 1;P •• • 68 +14&3 •4 so 67.7/8 0-67 � • t+> Y Q NOTES: SHORT ••9•••• �1 • 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE p A°a 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. •••• • 4b 0••� •� 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. sees• • 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. • ti • • O N (7 N N 4D= TABLE DIMENSIONS MA •• • chi si o Z e ORIENTED VERTICALLY" •• • Z LL �LL HORIZONTALLY AS SHOWN. Lu • • fUUUjJJJJ TABLE 6: ••• - to oO• O•• JMo Window Design Pressure(+N,psf)for Ness Type 7 O Y.•y z •r1 0 • 4ro z 0:z•yi �••cn LL Lang (In) •• • • •• • Q •j 0 67-718 72 78 00 64 Be 92 98 10D 104 109-112 1-1116'NOM. • J 30 +901-130 +901-130 +901-130 +901-128 +901-122.6 +901-119.8 +901.11&1 +901.117 +901-1158 +901-112.7 +90-109.9 GLASS STACK 7/16'LAMINATED 0 0 F 32 .901-130 +901-1251 +901.118.9 +901.114.8 +901-111.5 •901-108.1 +901.104.3 +901-102.4 +901-702 +90[•101.4 +901-99-7 GLASS STACK 34 +901-123.1 +901-11&4 +90[.111.7 +901.107.5 +901-103.8 +901-99.7 «901-95.3 ♦901.92.1 +901-9D.5 +/-90 +/-89.8 SHORT '& /ry W leay� 36 +901.115 +901-109.8 +901-104.8 +901-100.5 +901-96.6 +001-93.3 -1-90 +/-87.3 +184.9 +/92.3 +191.2 313116"16* A NEALED GLEALED S SIDE ® K 311 B"TEMPERED GLASS � � � � 38 *901.11 t.2 +901-101.2 *901-979 .901-94 *90/•91.1 +/9&2 +/-84.9 +/91.9 +179.4 +/-78.4 +1.74.3 3118'ANNEALED GLASS 40 +901-106.9 +801-99.8 +901934 +901-90.1 0-07.2 +1.84 +190.5 +1-7&7 +1.73.5 +1-70.9 0.69 7116"AIR SPACE -090•SG INTERLAYER O W Z 42 *901-103.2 .90'-95.7 +901-91.2 +187.4 +194 «1-806 +1-77 «/-731 +/89.8 +198.9 +185.2 < Z 40 .901-99.7 +901-93.1 +199.1 +1-85.2 +191.4 +1-77.8 +1.74.1 +/-70.3 +167.5 +193.9 11 s 46 +901-96.5 +901-91.3 -197.2 +183.2 +1.79.2 +/-754 +/-71.7 rf9&1 +185.1 5 � ` LONG in 0 hal AR52 +901.93.5 +1-89.6 +/95.4 +141.2 +1-77.2 +1-73.3 +1.89.5 +195.8 USED AT CURVED p SIDE U W y `Q C •90191.1 •197.6 +193.7 +1.79.4 +1.75.3 +/-71.3 +197.5 FRAME MEMBERS ONLY 29 5/8' X W m +199.4 +1-85.5 +141.8 +1-77.7 +/-735 +1495 @ 11-71W O.C.MAX. GLASS BITE LL O +147.5 +/83.4 +1•79.8 +1-78 +1.71.8+1.656 +/814 +1-77.5 +1.73.81-3 +/-83.8 +1-79.4 +1.75.4 EXTERIOR �� LYNN %+1421 +1-77.6 +/•73.5 -I+/904 +1-75.8 22 2113 I SSIDET � `�N•........CC �+/-7&8 +/-74 '1 +1-77.2 GLASS TYPE 7 87.718 1 +1•749 No.58705 i! NOTES: - 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. v ��:. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 7 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. -•()•• S?ATR FS:'411 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. X, a A LI�R)I�LEK RE P.EA 58705 TABLE 7: Window Design Pressure(+/-,psf)for Glass Types 6 a 8 Lofq side(in) 67-T1s 72 76 so 84 88 92 96 100 104 109.112 112 tie 120 124 12e 132 13e 140 114 30 .901-130 +901.130 +90/•130 +901.13D .901.13D +WA30 +901-130 +901.130 +901-130 +901-13D •901-130 +901.130 +901.130 +901-130 +901.730 +901-130 +901-130 +90!•130 +901-130 •901.130 32 +901-130 +W-13D +901.130 +901.130 +901-130 +901-130 •901-130 .901-130 +9W-130 1901-130 +901-130 +901-130 +901.130 +901-130 +901.130 +90/•130 +901.130 +901-130 +901-130 PRODUCI'REVISRD 34 +901-130 +9W 330 +9W13D .901.130 +901-130 +9&-130 .901-130 +9W-130 +901-130 +901.13D +901.130 +90-130 +901-130 +901-130 +901.130 •901-130 1901.130 es complying with the FWbb 38 r9d-130 +901-130 +9W-130 +901-130 +901.130 +9W-130 +901.130 +901•t30 +901.130 +901730 +901-130 +901.130 +9&•130 +901-130 +90f-130 +901.130 Building Code 3s +9.130 +901.130 +901-130 +9W 330 +901.130 +901.130 .9W130 +9&.130 +901.730 +901.130 +901.730 +901.130 +901.129.2 •901-127.3 Acceplr,ceNo l6-0 SYS.Zb 40 x901-130 .901-13D +901-130 +901-130 +901.130 +9&.130 +901-130 +901-130 +901-130 +901-128.8 +901-123.2 +901.7 )9 42 +9-130 +9W-130 +9W-130 +901130 +901.130 +9W130 +9.130 +901129.3 +901-123.2 +901719.7 +901-118.4 44 +901-130 +9&•130 +901.130 +901-130 .901-130 +9&-130 +901-130 +901.124.5 +9&•119.4 +901.115 Mi '6 48 +901-130 +9&•130 *90.130 +901.730 +901-130 +901-130 +9&-126.9 +901-120.5 +901-115.3 Mimi de Product Uo 48ew .901.130 +901-130 +9-730 +901.130 +901-130 +9W-129.7 .901-123 +901.116.5 In 50 +901.130 +90/•130 +9-130 +901-13D +901-130 +9-126.2+89.41.119. NO CHANGE THIS SHEET Q 52 +901-130 +901-130 .901.130 +901-130 +901-130 +88.&•123 DATE:0710215 m 54 +901.130 +9W-130 +901.130 +901-130 +88.81.127.1 • 56 +901-130 +901-130 +901-130 +89.41-129 •• m • 58 +901-130 +901-130 +9-130 • • • u • W +901.130 +901-130 +89.-129. • • 82 +9Wt30 +9-130 • e4 +9-130 .9a-13o • e6 *901-13o •• ••• X11 • Y Q 67-7/8 +901.130 > •• .� ABa 10 NOTES: THE BUCK DIMENSION. 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE •••••• •• p• • 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. •••• • N W o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. SU' N n•• oQ 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. ••:••: :• wsT a•• 1/► ' N •• •• • Z LL I.LL •ob Q •••••• =W • • • • TABLE DIMENSIONS MAY BE • • �j 0 Z o ORIENTED VERTICALLY OR • .- 1-1/16'NOM. HORIZONTALLY AS SHOWN. • • • iZ a T S W LL 7/18'LAMINATED L� GLASS STACK 7/16'LAMINATED LONG • -1 O GLASS STACK I GLASS STACK 510E •• • Q F '� 3/16'HEAT STRENGTHENED GLASS LONG SIDE .090'SG INTERLAYER 3116'TEMPERED GLASS 3176'HEAT STRENGTHENED GLASS ® Z I 3116'HEAT 3/16'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .090'SG INTERLAYER SHORT 0 t(A Z SIDE 6 p K aloe 4 11 5 71 SSIDET O � Z N C USED AT CURVED USED AT CURVED to Ow r a FRAME MEMBERS ONLY 29 516' FRAME MEMBERS ONLY 29 � U X to 11-7/8'O.C.MAX. GLASS BITE GLASS&TE LL Q 0.0 t-3 71-7/9-O.C.MAX.t-3 I�-- LONG SIDE -� a!1xap swa EXTERIOR EXTERIOR SHORT LONG \111111 111/1/� 2p 13 a 22 21 13 SIDE SIDE .LYNN ti17�ri��i GLASS TYPE 6 GLASS TYPE 8 Q��,•' �1ceNSF No.56705 -I SHORT7RETF� ' --I SIDE STA •��� S� ''t 11 r1111�1\, A.LYNN MILLER.P.E. P.E.A 58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EMBEDMENT EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET - TYPE TYPE INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 114 MAX SEE NOTE 2,THIS SHEET EMBEDMENT T WIN TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVISED 1 j t EDGE DISTANCE PER SUBSTRATE, DISTANCE Kc011p'1"'� ^tk tlro Plodda J L SEE TABLE 8,THIS SHEET Bondi Cod. 1'55-0+ EDGE 6 Acns ttpuncePb '�19 DISTANCE rret 1/4"MAX D 1 SHIM 1 Y Mi � adePmduct 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE - NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE, rc ATE:07/02/15 SEE TABLE S.THIS SHEET t 1 • m • USED AT CURVED EXTERIOR • ' •• 29 FRAME MEMBERS ONLY • • • o •• 11-7/8.O.C.MAX CONCRETEICMU 4 '� 11 •'>-_•. > • I � VISIBLE LIGHT WIDTH= 5 •�•� • PER ANCHOR T''� WINDOW BUCK WIDTH-2-31r :' - 04 4 REQUIREMENT WINDOW BUCK WIDTH CONCRETEtCMI) • • I WINDOW TIP-TO•TIP WINDOW WIDTH PERAMIlt•BUCK EXTERIOR REQUutj HENTNEIGFITa 1/4'MAX.SHIM � HORIZONTAL SECTION A-A • • • WTIP-TO-TIP • bWINDOW #12 STEELHEIGHT VISIBLE SFLF-DRILLING SMS LIGHT (G5),SEE TABLE 8, TABLE8: Min.Edpe !„!4MrxeDC. U X THEIGHT= THIS SHEET AnelxH Subatrale MN.Embed W Z p O coiWINDOW • ~W dl •.T.Southam k,e(3 =0.55) SL 1 OHE GHT• #12 or#14 410 SS Screw ANrminum, - mk,. •• •• r�2-3/4" INSTALLATION A35 Slee) are• 0.663••• •• Z o Z 00O 71, METHOD D steel Stud Gr-33 mm. are• 0.045 15 Ga• 1z LL INSTALLATION ANCHOR P.T.Southem Pine(3G=0.55) 9115' 13/8' 12• • • mUNDERNEATHTHE #12 a#14 Steel Semw(G5) AlurrWwm,8063-T6 mh 3/C 0.087• 12• • •BEADING EXTERIOR 318' O.OBY 12' raaM , 318• 0.045•(18 Ge' 12' ® 5;nUnpreuted CMU,(ASTM C•80) 2.1!7 1-1/4' 12' FN- MIAMI-DADE APPROVED MULLION 1l4'410 SS CreteFbx Concrete(min.3.35 kall 1' 1.914• 17 tFZ 21 (SEE SEPERATE NOA),ALUMINUM. Concrete(min.2.85 ka 1• 1.'U4' tY ¢ Tox5 STEEL FRAMING OR STEEL STUD. Concrete 9nb.2.85 ks9 2I 13/8• 12, SEE SUBSTRATE PROPERTIES, 114'steel Ultrewn Ungrouted U.(ASTM C•p0) 2-1/7 1.114 1Y O N C TABLE 8,THIS SHEET Grouted CMU STM 0-911 24/Y 1314' 1Y p 5 51/4•MAX SHIM Concrete(min.3.5 keq 1-114' 1-314 17 O K Q 3? —jL 5116•Steel Ultracal �� GCMU ASTM C•p0 2-1/7 1.314• 1Y LL n.0 LL LL MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Ctrl �sa0 saua 1X WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEETLYNN • CONCRETE PER ��,•' t)GEN,gF (1,9 �� EMBEDMENT • ANCHOR INSTALLATION NOTES: �• •� REQUIREMENT No.50705 'iT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ • ••• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-OV.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1Y1".1X W000 BUCKS ARE .:C( PTE + �� :,•IV INSTALLATION �-- EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 7X"ARE 1-12'THICK OR GREATER. _ DISTANCE D EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING nom` STF �[(i\ AN � F \ P RH TYPE B JURISDICTION. O� SUBSTRATE,SEE TABLE B,THIS SHEET VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL B£OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.0 58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE —OR FRAMING.SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1X NOTE THIS EMBEDMENT SEE NOTE 2,THIS SHEET •� INSTALLATION 114•MAX FD SHIM TYP.ANCHOR TYPE.EMBEDMENT AND EDGEPRODUCT REVISED TYPE EEMBEDMENT EDGE DISTANCE PER SUBSTRATE.SEE TABLE 9,THIS SHEET DISTANCE yfcomplying with d•FloridaEDGE B 'Building CodeDISTANCE Acccptance No 15.05 .2�'ration Date ,_11/4•MAX SHIM __... 14y1Wi Dade Product4ANCHOR TYPE.EDMENT AND EDGE - PNOCHANG S SHEET ANCE PER SUBSTRATE, 11 /15 TABLE 9,THIS SHEET EXTERIOR •••USED AT CURVED 4 VISIBLE LIGHT WIDTH=EXT 29 FRAME MEMBERS ONLYI _ — • • •11-7/8.O.C.MAX. CONCRETEICMU IWINDOW BUCK WIDTH-2-3/4•PER ANCHOR WINDOWBUCKWIDTHREQUIREMENTOPER RR •WINDOW • .eiaBUCK HORIZONTAL SECTION C-C RECQPjFWV •� o HEIGHT 1/4'MAX.SHIM •••••• •• O N N•• o #12 STEEL •••••• • �� C4 YJ• N SELF-DRILLING SMS •••••• •• Z ri CR-1••V Z AF 0 (G5),SEE TABLE 9, _ VISIBLE TABLE 9: =LL1 LIGHT THIS SHEET Mia Edge ��Q•C• U(D X N HEIGHT= Anchor Subelnle ONtance MM.Em des" W— O 2 VAANDOW ..Soul m Pine(S =0.55) 91 1 • IZII m O•�_ �n0 BUCK AktmIt 8083-T5 min. 5' .083" Y •• i p 0 Z o HEIGHT- 012 or#14 410 SS Screw A38 Sigel g/g• p,ggJ• • o O• O •-' 2-314• INSTALLATION TYPEH SteNStud Or.93mla 318• 0.045' 18 1 • z ti z•� g z 0 P.T.So=Pkm(3-•0.55) 9/15• 1318' 17 • • n EXTERIOR #12 a#14 Steel Semw(G5) Aliml...8083-T5 min. 318' 0.053•• 12' • '36 Steel 3/8' 0.0er 12' 9 J I—N.' Steel Stud•or.33 min. 318' 0.045' 10 Go' 1Y ® 9 Z Q urw o:d CMU,(ASTM C-00) 2-v2 1-ve 12• N MIAMI-DADE APPROVED MULLION 114.410 SS CmleFlex COnele (mh.3.35 kN) 1' 1314• 1Y f Z 2 41 (SEE SEPERATE NDA).ALUMINUM, 13/4' 12• STEEL FRAMING OR STEEL STUD. Concmle mel.2.55 kat 1• a O Ur eloa, S EE SUBSTRATE PROPERTIES, 1l4'Steel Ullraeon CeAC1ete(mh 2.051uq 2-V2' 1318' 12• 0 Z LL1 Utgmulad CMU,"TM G30) 2-1/Y 1-114' tY O J O c TABLE 9.THIS SHEET Gmuled CMU,ASTM 490 2.1/2' 13/4' 12' 1- 5 5 114'MAX SHIM Concmte(mh 3.5 kel) 1-U4' 13/4' 12' U X 5/10'31ee1 UOraeon �'d CMU ASTM C-90 2-1/Y 13/4• 12• C7 a[ lL W MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.IX WOOD ad/1 -�sa0 eauc EE NOTE 2,THISTSHEET ��� NY LYNN • CONCRETE PER Q.••' LICENSE•-.FP i EMBEDMENT _ ANCHOR INSTALLATION NOTES: _\ No.58705 •• REQUIREMENT - • u 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.IX WOOD BUCKS ARE tT�5 :��` TYPE F �— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X•ARE 1-1/2'THICK OR GREATER DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING C>�•'•.,FI ONION. �� SUBSTRATE,EE TABLE 9.THIS SHEET JURISDICTION. G VERTICAL SECTION D-D rs�ONAL V� . 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 NOA APPLIES TO WHOLE SYSTEM. A.LYPNE.#MILLER, P.E. TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING.SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE. I NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET EDGE EDGE DISTANCE 114'MAX EDGE DISTANCE INSTALLATION U DISTANCE �— SHIM TYPE) O 2X WOOD SUCKSTRIP O PRODUCT REVISEDthe 2X WOOD BUCKSTRIP a eldi.13 ing Frith the Florida OR FRAMING,SEE Doitding Code )eJ� OR FRAMING,SEE NOTE 2,THIS SHEET Acaplana No NOTE 2,THIS SHEET 'rMion Date 1 1 1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE. BY platin 3 M' Inde Prodret 4 6 SEE TABLE 10,THIS SHEET EMBEDMENT a NO CHANGE THIS SHEET 3 EMBEDMENT • DATE:07/02/15 11 ••• e • • 1 • • p •••••• USED AT CURVED !—� • EXTERIOR 29 FRAME MEMBERS ONLYL •• • 004 • 11-718'O.C.MAX. • . . 11 EMERY•••••• •• • •••••• 0000 N a WINDOW 4 z �• VISIBLE LIGHT WIDTH= 5 i••• •• • 3 BUCK • • 000 CA C HEIGHT WINDOW BUCK WIDTH-2.9/4' •••• •• r dr•: a a n 1/4'MAX.SHIM WINDOW BUCK WIDTH •••••• • � �•• h C VISIBLE INSTALLATION HORIZONTAL SECTION E-E • • • =w in v. °'O HEGHr= TYPE L • • • U Z X d o • • m�• i WINDOW ;•• a w BUCK 810 STEEL • • • o • Q HEIGHT- SELF-DRILLING SMS •• • • v Z 0. 1Q••• U 2-3M' (G5),SEE TABLE 10. • J C THIS SHEET TABLE 10: •• • a Substrate Min.Edge Max.O.C. Anoka Distance 2-1/2"x.113"Box Nell P.T.Southem Pine(SG 0. 5/18' S ® Z O_ 4 2-1/2"x.131'Common Neii P.T.Southem Pine S - .55) 318" 5' O F o 2-112"x.145"RoofingNail P.T.Southam Pine SG=O. 3/8' 5" QQ 21 P.T.Southem Pine SG�.55 1/2" 5" 6 2X WOOD BUCKSTRIP EXTERIOR 0.093"Alumin 6083-T5 on. 61 IF S" a Z Q OR FRAMING,SEE #10 x 1"Sled Screw' 1/18"A38 Steel 5/18' 5' O N NOTE 2,THIS SHEET 0.045" 18 Ge Sled SWd Gr.33 5116 S" w W Z 5 �1/4"MAX SHIM MIAMI-0ADE APPROVED MULUON 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE NOA),ALUMINUM. O X LL LL STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 10,THIS MEETILYNN TYPE J a . �o ,........41> EDGE DISTANCE ��,• \CENgF INSTALLATION NOTES: {� No.58705 '• TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - �-- EMBEDMENT AND EDGE DISTANCE PER ///``` tom~ SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-t12'.1% WOOD BUCKS ARE _11 A �!C •:•��` OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE.WOOD BUCKS DEPICTED AS'2X-ARE 1-12'THICK OR GREATER. / I/ INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING -C STATE OF VERTICAL SECTION F-F JURISDICTION. sF�O.P1OP 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. " �i s�ONAL C /"1111II 01",' 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYPNN X 1IL P.E. EDGE 2X WOOD BUCKSTRIP INSTALLATION TYPE M EMBEDMENT OR FRAMING,SEE INSTALLATION DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 'FOR THIS INSTALLATION 114•MAX ANCHORS MAY BE NO METHOD ONLY, G� SHIM MORE THAN 8'O.C. ANCHORS MAYBE NO EMBEDMENT ,X WOOD BUCKSTRIP,SEE PRODUCT REVISED •MORE THAN 6'O.C. 1 j O2X WOOD BUCKSTRIP _INOTE 2,THIS SHEET 0% plying with Ne FbrMs.L OR FRAMING,SEE Building Code AemplNo is- 2. pireliarDele QQ16 _1114'MAX NOTE A THIS SHEET TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, By 4 TYP.ANCHOR TYPE, 8 SEE TABLE 11,THIS SHEET Mr c -1 Control EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET 11 SEE TABLE 11,THIS SHEET 3 1; DATE:07/02/15 • O •. � •• m•• USED AT CURVED DISTANCE • -- • EDGE EDGE • o: EXTERIOR 28 FRAME MEMBERS ONLY - ..• aSTANCE • � 11-718'G.C.MAX. � ..'f. , ♦. . CONCRETE/CMU 11 •• •• • PER ANCHOR t+> y Q CA WINDOW REQUIREMENT 4 11 PERANCHOR •• _ •• "'a BUCK VISIBLE LIGHT WIDTH= �� REQUIREMEM'P• • • HEIGHT 1/4'MAX.SHIM —�{ Imo— WINDOW BUCK WIDTH-2-3/4' 0 • •• O'O v•• qw O cV WINDOW BUCK WIDTH EXTERIOR •••• O N n L O •••••• • O •• �j• N VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G •••••• •• z' Ln •� w w 13 LIGHT •••••• Itt HEIGHT= FOR THIS INSTALLATION • • • WINDOW METHOD ONLY, TABLE 11: • • • 1•Z m O• "a DMO BUCK 'ANCHORS MAYBE NO Anchor Substrate Mkt Edpa Min F_mbedmeMr Max.O.C. •• • Y HEIGHT- •MORE THAN B'O.C. Distance SPLA_ • ro O O• Z o 2-314' P.T.Southern Pkre G-0.55 9/18' 1318' • •4` d Z LL Aluminum 6083-T5 min. 3IS' 0.083• 8' • O #12 STEEL #12 w#14 410 SS Scrota A36 Steel 316' 0.06r 8' • • rn SELF-DRILLING SMS Steel Stud Gr.33 min. 3/8' 0.045.18 Ga 8' QQQ (G5).SEE TABLE 10, P.T.Southam Pine G•0.55 9118' 1318' 8' $ y I"`I`- THIS SHEET AMninurn 8083-TS min. 31w 0.083•• 8• ® °�° Z O_ E0 012 or 014 Steal Screw(05) A38 Steel 3/8' 0.0&3'• 8' O ~ ~ 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Or.33 mkt 311 0.045'18 Ga' 12 Z 6 EMBEDMENT AND EDGE (1_ 1M•410 SS OeteFlex U d CMU ASTM G90 2-1/r 1-f/1' 1r O a1w5 DISTANCE PER SUBSTRATE, `J Concrete(min 3.35 kd) 1• 1'3/q 1r O O c SEE TABLE 11,THIS SHEET Concrole ndli.2.85 kBl P 1.314' 1Y r 3 to n a 5 �1/4'MAX SHIM MIAMI-DADE APPROVED MULLION Cancrote min 2.85 kel 2-1/7 1318' 1r cc 0 z (SEE SEPERATE NOA).ALUMINUM, 1N'Steel llRroeon muted CMU ASTM 2-1/2• 1.1/q• 12• cwi X Z STEEL FRAMING OR STEEL STUD. Gmuled CMU ASTM 2-1/2' 134' 12' SEE SUBSTRATE PROPERTIES, Concrel• .3.5 kel 1411 13/4' it •Ori yse0 saw; INSTALLATION TABLE 11,THIS SHEET 5118'Steel Ulhacon �CMU STM 690 2-1/r ,•3/4 1r TYPE N IX WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. \11 Q LY SEE NOTE 2,THIS SHEET •- INSTALLATION NOTES: EMBEDMENT is • 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. / No.50705 �� •' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 141r.IX WOOD BUCKS AREGC- • OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-11r THICK OR GREATER. ",'O IS •LI/ ` EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �,�,'•, SfA C OF DISTANCE JURISDICTION. %��� 'R.tORIUP 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �� UIVAI- VERTICAL SECTION H-H 1 111 1 111 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.E.#56705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCT REVISED m cpnpiymg with the Florida Buitding Code Acceptmim 15 6 Z(o ANGLED .tion Date %1o)q ANGLEDICURVED RAMEASSE BL FRAME ASSEMBLY AN FRAME ASSEMBLY DY Mi—"' ado Produce Con I 90'CORNER 90'CORNER FRAME ASSEMBLY FRAME ASSEMBLY � t NO CHANGE THIS SHEET I m DATE:07/02115 m • � I to I 4040 °e • 10 I ' m • • 4040•• I ALL CORNERS TO • • U 1 ALL CORNERS TO , ;AN. •• • • • USE GASKET I � USE GASKET I / ANDIOR SEALANT ' • AND/OR SEALANT / •40EQUAL-LEG FRAME • !1•4040•• aFLANGE FRAME ••••• • *r0�•• NEQUAL-LEG FRAMED FRAME WITH INTERIOR , Go MITERED FRAME WITH INTERIQ1i•••• . CON N•• 6TERIOR FRAME WELDS I AND EXTERIOR FRAME WE • • •• �t chi z� N FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AI• •• • O u- 4 u•� M e O SCREW BOSSES.SEALANT AT ALL CORNERS d SCREW BOSSES.SEALANT AT ALL CORNERS Z LL F1I�Il 4404,464 =W vj O • • • UU X— i • :4 Z m O• W `9,90 • • • �t O pee Z Z o • • oZ lLZ• g K . • 2.784"L- .994-2.784.�— 994.2.784,�� •. :. . OU LL o TABLE 12: .074' O .062' .074' .OBY .074' 082'• • Z Item 1.375' 7.375' ® Z z 7�4£ # POT Part# Description Materiel 1.875' 43B TOT 438' 500 438• J a 3 Q O T- (n Z 1 42630 Flanged Frame Alum 808376 t.000 • oor f ~ .050-- O 2 4285 Equal-leg Frame Ahem.606375 �~ '050 i.t25' Z aro�s 3 4256 Integre)Fin Frame Alum.606376 FLANGE FRAME 2 EQUAL LEG FRAME -- 077 of 3 N c 4 4265 7118"Lem).Glass Bsa3ng Alum.6083-75 O#4253C,6063-T5 O #4285,Bl)83 T5 uuu777 W X 0 33 FIN FRAME � Xn 6 4264 I.G.Glass BeadingAlum.8083-T5 $ O LL 60 4270 Instailalan Fastener Cover Alum.6083.76 #4256,8063 TS LL Sella Installati tener FWd PVC 10 7405890 Gasket(a 90scanerjoints) Polyethylene �� .970' O� .348" i.3r \�.� ONY LYNN N.. d1 Bulb Weatherstri Flex PVC,Duro.65+1.1 �• 11 TP247/8 Vary) p .675' O O F i .875' ��-. •� 13 Dow 899,GE 7700 Silicone or Equiv. 00 No.51;705 20 71852K Setting Black,Mono.3118"x 7/18`x 4' Neoprene,Duro.85+/-1 7 .050. — ow _ 21 f78lPQ)( K Setting Block,I.G.3116"x 1-3/32'x 4" Neoprene,Duro.85+1-1 ) 7118 LAMI LG.GLASS INSTALLATION = 22 16 7118"DunaSsal Spacer GLASS BEADING BEADING 68 FASTENER COVER p`\ S7TATE 29 #6 x 1.114"FH SMS Staining Steel 4 5 O #4270,6063-T5 O #4255,6063-T6 O#4254,6063-T5 :�SS*..ri tLDP..•C��\ 30 #8 x V Quad PH SMS Stainless Steel '�.�U/VAL�N�•� Irl Illltill" A.LYNN MRLER•P.E. P.E#58705 M IAM aDADE TIIAI4NII—DARE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miantidaae.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR,titled"Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series,and following statement: "Miami—Dade County Product Control Approved",unless 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 dhange in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and Irl,as well as approval document mentioned above. The submitted documentation was reviewed by Jakwe V@Gascoe,PPE. • •• . • .. • . . . ... . • ' • ' ' • • ' • NOA No.14-1105{11 MIAMbD DE COUNTY �' (� S i.rte Expiration Date: May 26,2016 tF{ Approval Date: February 12,2015 2 }i`tS • ••• ••• • • ••• Pagel •• • • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 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 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed,sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per 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, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory,and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest,conformance to and complying with the FBC 5th Edition(2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC-2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries,Inc.,dated 08/06/14,signed by Jaime D.Gascon,P.E.,Product Control Section Supervisor. •• ••• • r • • • • • • • • • aisle D.Gascol,P.E. •• ••; yj-Qdt&j Control Section Supervisor ••• ••� ••� ••• ••• NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. TTL-6443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. FTI -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) 6. 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. (Subinitted under previous NOA No.11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. • • • • • • • • • Jaime D.Gascon,n,�E •• •; •'; ; ; 21g4dutt.Control Section Supervisor ••• ••i •00 ••• ; ; •.• NOA No.14-1105.01 Expiration Date: May 26,2016 Approvai Date: February 12,2015 • E.-63 ••• • • ••• • • • • • • • • •• • • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TOA TION IS UNI REWIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND 3HOUL0 BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL.NOTES.......... 1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..........................1 ELEVATIONS..._.............................i FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD....._._._.._.._...2 MULTIPLE [—OPENING WIDTH FOR VERTICIL MULL ARCHES TO BE HAVE BEEN TESTED AS'FREE-FLOATING AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS.BUT SHALL MULL TO/X&MASONRY .__._2 s MULLIONS / �� SEE DETAILS INSCRIBED INSIDE MULL INSTALLATIO NOTES_.__._.__2 A-o G,H, RECTANGULAR NOT HAVE A GAP OF MORE THAN t!4'FROM THE CUP. MULL TO MASONRY..................3 SHEETS 2-3 SHAPE MULL TO STEEL STW_..._._........3 N _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_._.__......._._._._..3 Ts m F j DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE V3 STRESS INCREASE WAS NOT USED ANCHOR SPECS..........___.._3 11J IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS..__.__.....4 H INSTALLATION...__..._ BAY MULL _4 0 _ W 1 X 2 X.126 MULL SPECS-.--..--G -� 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS......_..r_6 • _ INSTRUCTIONS. 1 X 2.76 X.376 MULL SPECS._.. ti• • (// 1 1X2.7 XAS L3PEC3..._..•_ W Z•a O SEE DETAILS I U III Il 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3. x• L SPFJS__....9 m O o h A THRU G; / 1 / III _ / \SEE OETAIS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4��ILLE CS_._.._._aQ• • 1- M • N SHEETS 2.3 _ I 1 lX4X. LSPECS*.11 r Q 40 A THRU Q ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE MID ANCHORAGE TABLES.THE LOWEST DESIGN SHEETS 2-31 X 41 VlLI SPECS..._..;L • 0090 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, 1.26 X .66 85 jM1LL SPECS...12 LU IN OPENG 1.26 X"4�N#L SPECS-...13 Z W 4 �' VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES.ALWAYS ROUND UP TO THE NEM SIZE SHOWN ON THE TABLQS). 125 X 3.26 X.624 MULL SPECS__14 O • • MULL FOR 126 X 3.W Y.F6MUU SPECS__j6• • Z LENGTH Hopi 1L 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 a�26 MULL s�Ecs._._._•16 Q Z SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X e X.11 X.125 ULLS.___._._.18 • � W• *. 0. SHEET 3 126 X 2.11 X.125 MULL SPECS--18 lIt AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•x ti2i9AliLYK SPECS e.19 • Z F-•t N o REACTIONS. 45'X 3.26 STAY MUr.SPECS_.-&." * • • F MULLINNII,CINWIMENSIONS-9-21.23 I— Z l i-D FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELOO U.TRACON/AGGRE-GATOR NOA'S;ANSIAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1 d 2.._...____....._.....24 VI PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADI9OF>YNOL45...._.____.26 co BE OF ANY TYPE. MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING • • ••• Z••• B MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS MULLIONS ARE ONLY TO BE USED WITH • • • U w NIQ PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. •••• 0 •• •• a xLSEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. •••• . Ir x RIZONHOTAL SHEETS MULLSIi-D G ; 71)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA - MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/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. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRI NGULAR/TRAPEZOIDAL'. PRODUCTRBVISED $A wmp]yhm whh WIBImidl I---HORIZ.MULL LENGTHS 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Binding CO& MULL 1---OPEN WIDTH-1 THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A—pOmrc/No O,� 'i JIM r I 1 I MULLION CAPACITY(-BS/FT)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT'1 FOR THE OPENING OBTAINED IN P OPENING STEP 1)• �lu� � HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEM COLUMN ANCHOR CAPACITY REQUIRED ILBS).THIS VALUE Vilaml ad°�1f°I OPENING HULL DRV_ / RT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 01111 HEIGHT LENGTH MULL LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �`,ANON •. NN L ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•' CICENSF• C� CAPACITY IS MET. •'P OPENING WIDTHNo•5870.5 SINGLE MULLION SINGLE MULLION �FOR VERTICAL MULL 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFf'1 FOR THE _ OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REWIRED.WITH THIS =b - FOR VERTICAL.MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS ' FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS)FT')FOR THE FENESTRATION PRODUCT TO BE USED MND COMPARE WITH THE FINAL MULLION ,0 7E CAPACITY(LBW"OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ';JL4 �oklop,••'���� PRODUCT ASSEMBLY. ��',,()NAL 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN IuI1LILIEg,P.E. FL P.E.#58705 �y DETAIL B: MuuION Ing DETAIL A: MULLION TO 2X WOOD BUCK nVA� MULLION ATTACHED TO 1X eucKSTPoP Tw.CHOR E, az A140 Ij OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 18-168 I< (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS. SEE NOTE 1, N u 4 m I MULLION I I SHEET 1. N N I n 1 I 1 SEE SHEETS o nl 1 I MIN 2.7 I81 ••• EDGE 1 21-23 FOR HOLE d - j° 1 I CONCRETE OR CMU 1 _�I')ISTANCE, J W EITHER THE I 1 I LOCATIONS I 1 1- WE SEE TAKES• _ STANDARD ° I - I EDGEDISTANCE 18-188••••• y OFFSET MULL a EDGE m c I ° FOR MASONRY W Q•• CLIP MAY BE I II DISTANCE m I ANCHORS • • • m Ir BISTALLED BY I FOR WOOD / 1 I I • • IDE VIEW U M to d SCREWS L 260'MAX FOR I •• ••• Z 10 • THIS METHOD e °°d • ~ O J e ALL MULLIONS e d e ••E•IEATHE •••• � � • • 1D d ° STANDARD z U d4 •�I•silwawl • Z cLwMnrBE g � • • a •iNiT4LLE0 By •••• � H d EXTERIOR ° • TFISMTiHOD. • U ed EDGE •••• •••• Q ?•• ° 'd a DISTANCE 4 H 4 FOR ° ep •••••• • • Z 0•`� O o ° MASONRY a • • ••••• 1-' Z Go n THE OFFSET CIIPIS ANCHORS •• •• • Q • RECOMMENOFI FOR N J FIN. TN FRAMED :06:0: • _ EXTERIOR °d WINDOWS,, UT nuY W Q ALSO BE USED FOR OTHER FRAME TYPES. • •• • • •• •••• Z Q • • • Q � • • i d Y ••z TYP. TYP.ANCHOR PERSUµ&STORATE, •••• >� , ��� TYP ANCHOR PER SUBSTRATE, SEE TABLES 1844 PER SUBSTRATE, SEE TABLES 15.168 SEE TABLES 16468 EDGEIEND BUCKSTRIP DISTANCE ANO SEE TABLES ATTACHMENT BUCKSTPoP 16-168 T �.. •. BYOTHERS, EMBEQMENf AND EMBEDMENT' SEE NOTE 1, ATTACHMENT .. SHEET 1. BY OTHERS. •. - •. • ' SEE NOTE 1. - •' SHEET I. MW 2.7 KSI CONCRETE OR CMU • PRODUCTREVISED SIDE VIEW FRONT VIEW Dddf*%CowwCo�- � lYAhle/Fled" t4'FRONT VIEW INSTALLATION NOTES: Iw 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. \�\*, ONY LYNN AeI/i 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \ ,�� ......•• Q�li, ONLY.BECAUSE DISTANCE.THE CORRECTUANTITY AND LOCATION OE ANCHOR FANCHORSMUST BE FOLLOWEDIS BASED PARTLY ON THE , REFER FER O TO THEE TABLES ON THE p�:'• tJCENSF•.�1�� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.58705 ••* �_ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �•. (V� 5)FOR MASONRY APPLICATIONS IN MIAMFDADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED :ass•FZORIOP,,••G���� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. 'L'Y'y'riR"[�(�� l ''AI4t'R Y.E. FL P.E.#58705 DETAIL E: —1 1xs•MINMULLION TO MULLION FA DETAIL C: INTERSECTION NOTES: ^� 5 MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR CROSS' o o (STANDARD CLIP SHOWN) INTERSECTIONS. �Y U VARIER 2)MAY BE INSTALLED HORIZONTALLY u (SHOWN)OR VERTICALLY. N II LB m I TYP.ANCHOR I PER SUBSTRATE, EITHER THE - 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 STANDARD I SEE TABLES 16-138 FOR CORRESPONDING MULLION. Tn OFFSET MULL 1 i TOP VIEW MULLKx+ zO CLIP MAY BE 1 INSTALLED BY II I FOR EDGE DMASONRY J W THIS ME I I I ANCHORS VAFIIES-1----H J W e NSELF-ORILLM OR PRE-0PoLL ••••• ba Io \ MULLION AND US&SMS • • ca Q EXTERIOR °` q , a •••••• •••• O•a • !j EDGE DISTANCE ° THE OFFSETjj 000900 • Z U RECOMMEND" FIN-FRAIMERSECTKk!ANCHORS WINDOWS,BU-CupALSO BE USe OTHER FRAMEXTERIOR •• •••• Q Z•• y V TYP.ANCHOR q •• • • Z Z• •�j C PER SUBSTRATE. 4 • ••••• Q O O SEE TABLES 16-178 SEE SHEETS 21-23 FOR •• •• • • • F M.ANCHOR HOLE LOCATIONS BUCKSTRIF PER SUBSTRATE, ANo sEErABLEs1e176 FRONT VIEW DISTANCE • Q y ATTACHMENT T^"E • :90e:• I—•••A j BY OTHER6. SEE TABLES ••••• V Z Q O EMBEDMENT - SSHEETE I, - • • • Q •�}} - EDGE •• • • •• •ill y� • •', •• •• • -•i DISTANCEpp ^^r SEE TABLES SIDE VIEW •••• E � � MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CAN 18.13B 6 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: -STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ` PER SUBSTRATE, SEE TABLES 18-138 ODUCP REVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A. SEE SHEETS ® eo+o9lYpIB Wpb the Fbtide ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21•H pdb8�e CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `. OLE No' FOLLOWING SHEETS.FOR DETAILS A-D•EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LT Dek4129 MULLION ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. \` �dllwd ade Produce Con1m 4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C.SHEET 3. EDGE 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED _DISTANCE �`�\'(NO�Y•�YNN SEE TABLES 1/4•S.S.AGGREGATORMASONRYANCHORS. FOCAAND OMPLIANWNERTHAN IGEN •. i ELCO ULTRACON OR ELCO i8-t76 � Q'.• L FRONT VIEW 16 GA ANO COMPLIANT WrtH THE FL BUILDBiG ` y}.:• •.� CODE.A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. No.58705 * - EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW - NOTES: ST 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �O�•,' r 0 l!( ANCHOR VALUES MAY BE USED. �;�s '• OR 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS, S�� A.LYNN MMilk P.E. FL P.E.#58705 h DETAIL F: DETAIL G: DETAIL H: YR FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o nZ U7 SEE DETAILS a£, 3V OR 45• � Vi SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N 0 MULLION is m O O Z Cn O O O O O O O O W O O TOP VIEW 000014 g (4) 6 • • W U8 O SIDE VIEW I s I SHOWNWRH I'X4'X.125• TOP VIEW I I 1 000z 0 t 0000 j (D • MULLION • Z co I I J 000 m} • rrP.ANCH !•••• •• SER=MTE SE •• bo EXTERIOR M • 0 I I TW.ANCHOR I I f 0 J• •0 0• STANDARD MULLION CLIP I 1 PER SUBSTRATE, I EXTERIOR • 0:::: Z MODIFIED TO FR FIELD I SEE TABLES I8-14B p I I T7 •0 0• •••• Z CONDITIONS I 1 V- I II pI 2'Xh�0•• 0 0 00• zV ZQJJ_QZI as, I0Q •b�j oO 2 PER fl - NI I9AYMUL •••• Q MULLION INSTALLFJ 0 000•• 0 0w P, 00• ANG ECLIP, • 2PER MULLION END. • MUST INSTALLED INSIDE OF MULL. •• • •• • A In � I 1 I I •• I I "'�—TYP.ANCHOR b PERSUBSTRATE. SEE TABLES 113-14B INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMI OR MASONRY MODIFIED INFIELD. EXTERIOR -�- ®\ PRODUCTRSVISED O Iacomplying with&AFlorida suI1dlo,Oo& ®® I ®® INTOCMU OSTEEL, , ALUM,CMU OR MASONRY EDGEO DISTANCE NIMnI Idohoducl Conuo PER ANCHOREDGE //11111711 NN/ --® 1; PERT @ NOTES FOR INSTALLATION OPTION G&H: ``��aaN•IGEN4 9/��c�`'�: > S NOTES FOR INSTALLATION OPTIONS F: O 1)USE 2 ANGLE CLIPS PER MULLION ENO.CLIPS MUST BE INSERTED INSIDE OF MULLION. T4e'• No.58705 / /)DETAIL ISNOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125'MULLION. 2)DETAIL G-SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. ---a-p 1-C 2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :�Q�•, %AES;'•��` 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS �`s'•.F/ORIDP.••'G\��� ",,,'ONAL IE�.. A.LYNN MILLER,P.E. FL P.E.A 58705 TABLE 1A Mullion Capacity Table Ibslle Opening Width(forverticelVaparvi naMon s)or Opening H4NgM((orhoriamrtay-apemilg Indions) W C 501. 60 in 701. Sow "in 1001n 1201. 1401. 180 in 72 od I R.M.0"r T.PRd•no. RedwV. r T.Widana. Rectna" TrpTlrlp. Rdaroder TroWSYng. Itts"•Dr VaIdnleng. RectangWr ROPM1000- Re0letlpder T1ap IN"1 x2x.126 •n Losda0 Laedro Laau1• Loedn9 Leedro laedro 4eedro Loaaro Leadw• Leedbq Ladro t4adro toed1.e Loadro tnearo L-ft LoedroAlum.Tube @ p^ & & & & & In Mullionigg � � � � � � � i mo �42h 409 120.5 332 93.2 406 116.6325 794 408 107A 321 69.9 406 104.4 319 62.1 408 104.0 319 66.9 405 104.0 319 484. 408 104.0 319 39.9 406 104.0 319 35.0 408 101.0 319 W 481n 312 SIS 256 [27.6 512 711 262 53.5 312 S7.0 248 48.8 312 612 248 4fA 312 01.3 244 37.5 312 S1.0 244 31.2 312 81.0 244 29.8 312 al.0 2M 23.4 312 81.0 244 • • 7 ._ x50A251n 261 70.6 234 201 6th 228 45A 261 55.7 224 39.0 261 521 2n 35.5 281 60.1 n0 51.9 281 49.3 219 264. 261 49.3 210 228 281 49.3 219 20.0 281 41.3 219 ••••• �• • • W 511n 247 57.5 207 j49.82022 J7A 247 44.8 199 329 247 41.5 198 292 247 3a.4 194 26.3 247 Se.{ 193 214. Z47 30.1 197 10.6 287 Je.l /9] 18.4 217 36.1 1!J •••• M60h 200 112 170 6 274. 200 51.5 163 2/4. 200 26.9 fe0 21.3 200 27.1 159 19.2 200 25.9 167 18.0 200 26.0 156 87 h 141 35.3 155 2 233 101 20.0 N9 20.7 181 24.5 146 15.4 181 n2 144 10.6 IM 21.7 US ••••••ss •a 68 in 165 30.6 142 0 20A 106 211 136 18.0 165 214. 134 •••••• • Z YC"in 139 213 12a 1e 164. 119 17.5 115 •••• •••• Z• f4.781. 184. 126 19.7 100 J •••• •••• Q J • a 761. 17.5 T1s 15.2 104 000.40 • • Z Q ` C TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FO '• •••• F Anchorca Itv Table Obs ANCHOR CAP.„•,,,,,,, N N Subdale: 2.78 Gro . 3.58 Cone. Holow CMU Flied CMU PT W10W Matd (OP-)X( )`A�����•� • N � MULLK)N CAP.,,,,,,,,, AMW Type: Ytr Eko UNscoa IM'Eloo t#tlaeen Ylr E1.o Yir Elco Illlraooa ta•Elco UWft a V4•68 Eko SIT Eko 1a•SS E1.o 010 Std 812 SAW #12 Stud � ! • • Q• LV • AnchorCap Patterns u won A9Wa0elat Uh- A9aeGOW 5-035)anew(GS) So"PS) USE THIS FORMULA TO OBTAIN TH 'ANC C 22 Edea dst-04 r 2-+rr r 244 3-Ire• KWA 2-I/r r 2.12• r 3-110• r 0.4r 0.54• 0924• CAPACITY REQUIRED•CORRESPONDING TO AN ••••• U X•<0 e� Embaa114M faN• taN• laN• tan• r 1.10• +-V4• 1000 1.100 ave• r faro' taro• ledee ACTUAL PRESSURE REQUIREMENT9FOR THE • �ji`{1'; 2AroMR @ 4.160 Mi..O.C.1 Standed or CBed Cap S`W fk 190 b 390 b 450 b 890 b 1644 b 280 The 351 b 710 b 574 b e6/b so b 341 b 442100 580 b OPENING,WHEN IT IS LOW R THAI�THE�lR.�(X4 t •• d Z 4 Aroma @ 1.1r Mh.O.G 18ten0eN KK Deed)4Ap ffk•21: 480 b 700150 NIA WA WA3601ot WA w4. WA NIA WA 662 we e65 b 1+20 b CAPACITY(FROM THE TABLE)OF THL�4Arob-Qr4.1ieO.C.t(2)2x5Aro1elxpst(H9.3k lab 7e0b 660b 1500b IWAb Seo lbs w4. 750b 748 na ae0b U92b 6112b e85b +120b CAPACIMULLIO4.IT WILL MAYBIELD MINIMUMANCHOR2 A h-@ 0.45•Mh G.C.1 U•00.aso.l2 Aloin.(F19.4k WA WA WA WA WA WA WA WA WA NA WA WA N/A 716 b CAPACITY WHICH MAY BE USED TO QUALIFY b 195b n5 b 445 b ea b 140 as 177 b 370 b lel b 332 b 17J toe 170 b nt la 280 b ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aro11en 1.15'M1..O.C1 Faq ft.Bk 240 b 350& WA WA WA WA 190ft WA WA WA NA WA Ml b 442 b 5SO b ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2. TABLE NOTES: 1•R DUCTREVISItD • • • • asanry+$1ngalthlb;;Alaridd 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. OuOding Code SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -•-j 1.000' "bacoNo 7 O� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r - FIGURE 3: I %IIUW do Pro get Contnd 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Fe • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 11(1111 11111 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i ANGLE CLIP MUST BE USED IN PAIRS. \`` �U•...-0.0.0 M�!/',i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •125" `�p��. LICENSE•• F,P CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED *- FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125' No.58705 '. �1r�Ir�'1r7II' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X r X.125'MlAL1DN ' I I I I t! • THE MAT MATERIAL.#10&#12 A ANCHORS INTO WOOD MAY BE S.ALL ANCHORS INTO METAL TEEL,18-8 S.S.OR 410 S.S.AT LEAST 3 REIN THREADS BEYOND --O 0i �- UU--11LL Z-,4. �. SATE OF S G, ZONAL EN,• A LYNN✓,ItILL9R,P.E. FL P.E.#58705 TABLE 2A ® it Mullion Capacity Table IV^I Oening Width(tor7•r/ca9y-apartnhl01ra1lons)orOpaning Height(lorMdmr9aly-aparsing Mons) toe 19 50 N 801n TOM win 90 M t001n 120 h 1401. 180 k. O Reot•i90W TWyMWO Ra m TYaWrden9 R-lana r Trap/rdeng. RedM14w Tmp/rd'4 Re9bwAm TreWrdm•. RwWWr 7ryyrMry. Reoter•Iem Trep/rMn9. Recbn9Wr Tn{✓rMr•. Redepdm Trs{Jrdenp G 1x2x.376 toads• L-dhV Loe•e9 L*Wk9 t9ea19 Loeft Loaft Loeab9 L-eft Lown; Loma• Lad14r Loamro Looft Loadrg Loa•n9 ede19 •I• Po.V Tub 10 ae aue fiion N H Z 9 d d 9 itS id i Z8 dd 3 F,,i �Cf, ,,i F 8 i iC 0 5 m lW- 42 in 170.0 820 170.0 436 161.3 am 770.0 478 720.7 am 170.0 50a 113.6 an 109.6 618 700.9 662 18&9 517 908. 892 IWO 517 7&7 682 18&9 517 64.9 an 18&9 617 5&7 8012 IWO 517 0 �� W J = 18&4 1A 507 13&0 419 107.4 607 110.2 HO 86.9 607 106.7 403 7&0 S07 1028 809 67.8 607 99.6 397 a&e 707 90.0 396 607 607 We 398 434 607 90.0 308 3fl0 607 99.0 39837458 114.8 370 88.1 486 80.8 377 Ili 196 90.6 384 84D 458 61.6 360 678 468 81.3 307 61.8 158 80.0 368D0.0 368 37.0 450 80.0 358 824 468 80.0 358 • ••••••.4 400 93.3 338 71.2 400 OMS 328 61.0 400 727 322 53.4 400 87.3 318 47.6 400 64.0 316 427 400 823 314 35.8 400 67.D 813 30.5 100 e1.e 313 28.7 400 81.9 913 • • • CO • •23 324 88.9 278 519 424 67.5 270 445 331 512 264 3&9 324 4&0 260 31.8 324 439 267 31.1 321 120 255 2fl0 324 40.5 253 222 304 40.6 264 19.5 321 40.5 253 • • • 1,3.8 291W67.4448 294 49.2 248 38.4 294 438 241 3&a 294 39.6 237 20.9 294 37.1 234 20.9 284 35.2 232 224 204 3&5 230 19.2 294 334 230294 330. 230 fl9 26839.0 266 424 225 334 Me 37.5 221 29.2 268 34.1 218 2&0 260 31.8 215 234 268 20.8 212 19.6268 20.0 210 18.7 288 27.7 20D 74.8 268 27.7 209 •••:•• •••• V • •5.0 225 30.0 225 322 191 2&7 225 28.4 188 226 225 26.0 185 20.0 226 235 182 1&0 226 221 190 1&0 715 20.3 171 129 226 10.8 178 11.3 22619.817808 202 2&5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 197 17.0 202 19.7 165 15.3 202 1&4 163 128 202 1&7 180 10.9 202 15.0 768 &8 202 1S8 158N • • •••• ••••8.3 192 23.8 192 25.1 785 20.2 192 220 182 17.7 192 19.7 169192 142 150 •&5 1M /&4 144 1&1 16.2 127 •••••• • • TABLE 26 ANCHOR CAPACITY ADJUSTMENT"ML"'. • W M AnchorC cIN Table b9 ANCHORCAP•«e,,,,,� • X Y 8ubaWle: 2.7k ColmrdajWAwA m. Fbeow Coal Fekd CMU PTN'ood Melt (DP)X MULLION CAP.,,,,,,,,, -� � -•�� H N Anchor dip Patterns A1mMr W. 3118•Ebo letnroon 114•Ebo IA9Ebo 30.8•E3co Il0lecon 1M FJeo I011ewn V4.8S Elco 61W Elm VC SS Ebo W 0 ste• 912 SIeN 012 Skd • • • • C.1 X a em Ap•eGsbr tMtncon A9pn0eW Sinew 105)So1ew((e5) gomw(1351 USE THIS FORMULA TO OBTAIN THE"ANCHOR *00000 Edge Dbbnoe 9n 1• 2-112• t• 8• t• 2.12• t- 2-Im 2• 3.1/a• 2• 0.48• 0.51 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN • DQ- Z N Emhaalwd 1-VP 1.414• 1-Y4' 1-1M F ' 1.114• 1-1M 1-V4' 1-/M• 7 1018• 1JM' terke ACTUAL PRESSURE REQUIREMEN*FOR 94E• • ••• � • OPENING,WHEN R IS LOWER THAN}HE MULLION 2 MMM 0 433 Mb.O.C.I Stu Wd or COW CIp(Fig.Ik 390 be 390 be 450 be abt 270 W 200#4 354 b4 7401be 371 be 881 ex 94a lb 341 be 14211m 580 M • • • p 4 Aeehee®1.76•Min.O.C.1 sundare(aaewq cro(F19.2k 110 a 7m ba Wa A WA Sao bs w0. NIA WA WA WA eel be Des bs 1120 be CAPAGTY(FROM THE TABLE)OF THE SELECTED AndwmA1•MhO.C./I NO Ange CIM 1(Fl0.3k leo em leo be Geo q 1en 5a be 540 be WA leo be 749 be 880 en talbseex be se51w 1tt0 be MULLION.R WILLYIELD A MINIMUM ANCHOR 2Adan®DAY Mh O.G/U41b,bb.12YAYen.(Fig.4k WA WA WA A WA WA WA NIA WA WA w0. WA WA--7150 CAPACITY WHICH MAY BE USED TO QUALIFY t Mwba/FCap(Fi9.5k les ba 195 1b. 225 M 415 gas B22los tis be t109a to bt 37010a tel be 332 en 473 iee 170 bs 221 be 280 M ADDITIONAL ANCHOR OPTIONS FROM THE 2 A.tm 1.1Y AM.O.CJ F-Mp(RO.ek 240 a 350 ba WA WA WA WA 190 M WA WA WA WA WA 3411bs 44215e 580 lbs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCPRHYISBD FIGURE 1: FIGURE 2: TABLE NOTES: Du6d O9de with bftIbo Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ca 1a SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1- ~ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .4lamt dc�uer omrolo w 1 FIGURE 3: 111 1 III 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2000„ • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `,�`OtJV LYNN 4 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. � '�\CENSE ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L •375" ,k CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED *; No.58705 FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SWILL BE 8083-T5 AND BE A MINIMUM OF.125' 1•X 2•X.375'MULLION - THKX STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT L/.r4 I�rII�IIrI�_ LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 0 ATE CC/ i'S S� 'A.LVWN MILI!9R,P.E. FL P.E.#58705 TABLE 3A ® g Mullion Capacity Table ibslR4 Opening Width(for\•16cal"an i g mtficns)or Opening Height(for hoAzaNaq eMlg mullions) mon mon 701n mon Soon 100111 120 N 1401n 1801. ST7 }�dI Wdanp.Ar 7r49/1xW. Fteclen6utr 701011110W ReolwWAor Tre97TArg• RutanOlier ne9lalen9 ReaWMW YMPMOW ReclurO�Aer TMIN'T". ReoNn9Aer "ReINMdrq. Rectenoulr heP/MerrO. ReUn^P'1°' Treprlarrp. Sjjo$ 1 x 2.76 x �$•Loefr• La"too;III t.aed"n�y9• Loadm■ g•Leefn$p9 "��•Leadato■ I.aaen�yg0•g �p$75 Alto •LoscingO yga•Loadg L"19 fe Lo9d}gpm• &g$Loaft 104irp Loring 1444.9 fr LO-ft■ g�L"dial•f1 I.oef90 oY 'EE L) to Tube aMullion t7 6 O g N !,[I o 42 In 170.0 6M 170.0 435 170.0 7M 170.0 478 770.0 1180 170.0 608 770.0 992 170.0 619 170.0 it 1S 170.0 521 1740 1240 170.0 521 140.7 1301 170,0 521 127.6 1301 170.0 621 111.6 1301 170.0mt -j ILI 48% 170.01 708 1170.0 524 170.0 1150 170.0 Set 170.0 902 170.0 630 170.0 1133 170.8 681 161.0 1139 770.0 877 130.0 1139 170.0 080 1118 1139 170.0 880 97d 11m 170.0 000 MA 1139 170.0 680 .. N mA25on 170.0 747 170.0 563 170.0 896 170.0 131 187.8 1032 170.0 684 140.0 f0]2 170.0 727 170.6 1032 170.0 747 117.{ 1072 170.0 758 970 1032 170.0 756 63.9 1032 1700 760 71{ 1032 170.0 768 ••••• W O 0 Non 170.0 797 170.0 112 161.3 907 770.0 691 130.2 907 104.7 730 120.9 907 152A 720 107.5 907 145.0 714 96.6 907 141.1 710 See 907 140.0 709 89.1 on 140.0 Too 80.6 007 140,0 709 • • • m • r SON 141.1 735 161b 626 117.8 736 130.5 611 TO-Mi 736 IWO 699 88.2 736 106.2 600 70A 735 99.6 563 70.6 733 86.1 576 68.6 735 91.8 674 BOA 735 91.8 574 44.1 736 910 574 • • • 7 m � •• • •••• �' • J 63 h 12+.9 166 im.0 670 101.0 606 111.5 657 870 688 60.9 547 76.2 on 90.1 676 57.7 886 63.9 511 60.9 BBB 70.8 528 60d 868 760 621 430 1111 70.8 621 36.1 166 75.0 621 • 0 (� � I •••••• •••• 7 IL • Fj Be N ff4. 1124 6n 88.3 607 961 011 76.7 807 65.0 101 86.2 607 77.1 493 511.9 1107 71.5 486 53.0 807 67.8 461 443 007 611 476 37.9 607 82.7 474 33.7 807 �.7 474 • Z a 721n 05.8 443 68.0 510 73.0 434 66.7 10 44.3 425 51.0 610 $7.0 419 40.4 510 53.3 413 40.8 610 50.0 106 34.0 610 45.9 402 292 S10 M.4 399 25.5 510 44.3 399 •••••• • N • 76h 72.6 400 67.0 166 81.7 702 49d ISO 64.1 30.5 WA 4511 40.8 376 360 456 41.8 373 34.7 450 41.0 366 26.6 458 37.7 302 2{A 4511 SSA 350 21.7 456 36.7 368 •••• 000• = J • • • 7 78 In 67.0 361 53.5 435 668 373 460 435 49.8 360 40.1 435 44.7 380 35.7 435 40.9 355 32.t 435 30.1 361 260 435 34A 344 22.9 435 320 741 20.1 {35 32.2 310 •••• •0 0 0 )- 90N 411 200 34.8 327 36.4 285 290 327 31.0 280 20.1 327 20.3 276 232 327 25.7 271 20.9 321 23.7 288 17.4 327 21.0 262 14.9 327 19.7 266 t- N •••••• • • Mi. 7 35.4 257 20.7 267 29.9 262 24.8 167 280 240 21.6 287 27.1 211 19.1 267 211.9 210 17.2 a7 19.3 237 14.1 287 160 2J2 0000** :•••• � X • ". O 106 h7 24.7 205 20.2 227 20.6 2ol 17.3 227 16.0 I96 15.1 1&0 105 N 10 lilt. 6 727 764 •••••• • (Wy 1�• • • N12oh1 I7A 167 • • • • X g TABLE 3B ANCHOR( ADJUSTMENT FORMULA: • d .rig Anchor Ca Table bs ANGiOR G4P.,,,,,,,,� • •• Subscale: 2.79 Coram- 3.54 Caro. No1ow CMU Filed Chat PT Wood Mew (OP-)X( ) ANdFAR CFl.,a Y19-EbO 114•SS Ebo 5119-Eloo LP SS Elm 010 Steel 012 Sdd 612 Sled MULLION CAP.,.„.•e, • • • 'A{-t Anchor C9p Pahems Andlor rya' 3/19-Eko UYwon 1N•Ekro um.con IAlronan 3119-Elco tdleCal IM•Eloe lahacm AppnQela 2.!= AMeWoDr Screw(G5)Screw(05) Sc-105) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edonirit-8nk r 2-11T r 2nrr 3-tW t• 2•frr 1• 2-Ur r ave' r 0.46' 0.54• 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN Erroe•nrA 8nk 1JI4• 1-3/4• 1.3/{• 1-9M' r 1•t/{' 1 1-1H- 1-1/4- 1-til 1.1M 2' fa19- 1.316• •.des ACTUAL PRESSURE REQUIREMENT FOR THE s AnohaeX4.76'MI o.0.I Slmedad r 0"Cla 0%.1k 3006» 39064 450 be X90 bs 1614 be 270 Or 200 be 354 bs 710 be 374 be eSt bs 918 be 341 be 442 be 600 be OPENING,WHEN ITIS LOWER OF THAN THEMULLION 4 AW4Wo Q 1.16'h0o.O.C.I8Wdrd(mare Cg ffoa n 4001be 7m bs WA WA WA WA 3B019e WA WA WA WA WA W2 a. w5ft 1120 ba CAPACITY(FROM THE TABLE)OF THE SELECTED 4Aeoh»Q6'Min.O.C.!(212as Anae 47ps 1(R0.3k /maw 7606s Ombs 15mibs 1696100 540bs 590 be WA 7maa 74914 000 to. 1892 be eel Its 88516: 1120 bs MULLION.IT WILL YIELD AMINIMl1M ANCHOR 2 Anohae®0.46'Mh O.0.I U,W.bb.125'Alen.(RS.4k WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 7151bs CAPACITY WHICH MAY BE IONSUSETO QUALIFY 1 Andes/FCq(Rp.6t 195 be Ws be ns roe a51es e22 be 135 Ow 140 bs to as 376 bs fel ice 13x ea 473 bs no bn nt 1w 200 bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ah-01.15'Mh O.CJ FCOp ft.Bk 240 bs 300 bs WA WA WA WA 100 Poe WA WA WA WA I WA 341108 412 ba 490 be ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (I-::)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. RODUCTRBYIS® wroplyhw with�l the Florida No-.L FIGURE 1: FIGURE2: Dare TABLE NOTES: -11.000' r • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. dir6f �°Product C°"o°l SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 t f 1) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEN94G WIDTHS IS ALLOWABLE. `�� ONY,IYt,N.�1/����i� FIGURE 3: 2.750• ��; \CENSE•.,F� �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. P • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. = -A No.58705 ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO.09-1301 SPEgFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOC(UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ' �� ��IS- •(U FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-75 AND BE A MINIMUM OF.125' -T S'ATE F 1 %fix\ �� • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT1'X 2.75 X.375•MULLION .FIOR\O?'.••' \`;: •-��JJII LEAST A25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %SFS •...-..•• �C9 THE MATERIAL.810&912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.LYNIVIhMLLP.E. FL P.E.#58705 TABLE 4A Mullion Ca o Table 6sf11° Opening Width(for vartlrak/i•5par81irgm116on+)•rOpiningHeIght((orh3riaor6ely'•pardramLM-) 5010601n loin I SOI. 1 906 1006 1 1206 1401. /801n y Mdea9Wr Tiwrtarn• Red•pder Tm#Td n9. P-I.0d• Tre"11• R9d-DWW TnWnMa ROO. W SWINary. R-W*d. Lepl7dan9. Rwtmgd Tra+8W* R-cw"a" 11- 011M Reciawd r irgwrda.0. 4 1XLT6X Loadkg laadn0 Lwd09 Loam (oaJq laalno taadn0 Loadnp tuft Inadnp Lceding La0dn0 Waft Lawkl9 L"ft Loadn9 laa•lq L.W% .660 Alum. TubCNIs 3 g z � o � 42 In 170.0 ego 1ra0 435 1ra0 7N 170.0 47a 170.0 040 170.0 SOS 170.0 092 170.0 610 170.0 1110 170.0 521 170.0 1240 170.0 s21 170.0 1168 170.06x1 /sal 1x20 f70A 621 130.0 1620 170.0 521 J w 4a 6 170.0 706 170.0 524 170.0 050 170. 50.4 170.0 092 t70.0 030 170.0 1133 170.0 651 170.0 1275 170.0 OR 170.0 1417 170.0 860 141.7 1417 170.0 NO 121.5 1417 170.0 680 t06.31417 170.0 060 50.05 in 170.0 747 170.0 60 170.0 690 170.0 63t 170.0 100 170.0 064 1ra0 1195 170.0 723 18x.5 I= 170.0 747 140.3 1288 170.0 760 121.9 1208 170.0 760 104.5 12M 170.0 756 91.4 1208 170.0758 • • LU Q ••••• W C, 646 170.0 797 170.0 012 170.0 958 170.0 691 170.0 Ilia 170.0 764 150,7 1130 170.0 603 1310 1130 170.0 037 120A 1130 170.0 856 1003 113D 170.0 0.81 0.6.1 1130 170,0 001 76] 11]0 170.0 681 • • • m •co•• • • • to WAQ s0 N 170.0 865 170.0 701 1465 016 1625 761 1255 015 144.5 746 100.0 015 1323 735 07.6 916 t23.9 T26 87.9 915 118.5]_720 732 915 114A 715 62.6 915 114A 715 64.9 015 114.4 715 •• • ••••• � � • pr) p6 161.8 ON 161.0 710 120.5 830 130.0 894 100.5 630 1232 651 94.9 1130 1122 670 0.4.4 530 104.0 on 76.9 830 00.4 ON e3.3 630 04.5 849 54.2 0.0 04.1 640 /7A 830 94.1 549 •••••• •••• W•• '• F 806 1321 767 1lOA 550 110.0 757 110.6 69B 84.1 757 105. 824 02.6 757 80.1 814 731.0 757 89.1 805 06.0 757 842 000 e5A lb7 79.0 SW 472 707 70.2 6B1 41.3 757 75.2 591 • z •••••• • T26 101.7 878 100.5 552 54.9 876 91.0 540 727 635 80.1 530 03.0 636 722 521 585 815 60.0 514 50.0 836 O23 506 42.4 636 57.2 500 38.3 Mit 56.3 497 31.0 836 65.2 497 J • • )�i 3 706 0.55 $71 00.4 498 721 S71 70.6 108 8 71 87.4 IK 64.1 571 GOA /71 46.0 $71 Sa6 /81 f12 571 s1.a a $ 0 0i 30.8 671 14.1{ N7 27.0 671 40.5 /40 • • • e.. 1(G Ti 786 80.0 $42 83.4 474 s6.7 542 70.8 465 57.1 542 021 450 W.0 542 65.7 449 44A 542 51.0 402 40.0 542 47.5 0 429 20A S42 40.0 425 25.0 542 40.1 423 •••• •••• F •� 42 N _ w h 62.1 407 57.7 Sal 43.4 407 45A 355 372 407 30.0 940 32.5 407 30.3 343 28.9 407 321 338 28.0 407 20.8 1 327 18A 407 24.1 322 18.3 407 210 319 0 0:••• ••••• sRR�80 O b 6 42.9 350 44.1 320 35.8 356 372 31/ 30.7 358 52.4 300 28.8 365 20.6 301 x15 SSS 20.1 300 21.6 358 24.0 0289 t5.3 358 1B2 264 •• •• • X1066 30.1 283 30.8 255 25.1 263 25A 251 21.5 263 22.6 407 fA5 283 I9A 244 10.7 283 18.0 240 15.1 253 163 •••••i • w •C Y 1116 27A 287 283 N2 23.1 267 23A 238 10.6 287 20.6 Z15 17.3 267 t5.3 231 ISA 287 16.5 228 • • • x t 1206 22.0 710 22.3 200 16.3 '120 l8A 205 15.7 229 18.2 202 • • ••••• Z Q a 4� TABLE 4B ANCHOR CAPACITY ADJUSTMENT 4)RMIYA:• •AD Anchor Ca c Table bs ANCHOR CAP•„.,,,,, • • • •• a0i 9190.1010: 27k Omwrde 3.5k Cala. Hslorr cMu FIM CAU PT Wood M.W (D w)X( >=ANCHOR CAP.,,, • • ' -) ytr Elco 1/1.88 Elco 51W Elco IM•88 Ebo COMM 0128" 812 Sled MULLION BTA AAdW Typc 3110•Eko Ulbcon 140•E!w 189aun IAYecan yt6•Eko wt0con v1•Elm 131baoan A99•ador L•0oen Agro0ek0 Some(05)Smao PSI SoOw(as) USE THIS FORMULA TO OBTAIN THE*ANCHOR AnchorC6p Pallemi EBpe 0.0.10.10.0 CaV r 2-V2• r ala• 3•tal' 1• 2-i0.' r xaa• r st/r r o.0• 0.5+• 0.3x4• CAPACITY REQUIRED'CORRESPONDING H AN Ea1hMm•ll t-3w W/1• 13/1• t44• r 1-114• 1410 I-Im 1-11P I-1M• 1.1/4• r 1.3w 14W wdu ACTUAL PRESSURE I REQUIREMENT FOR THE 2Anohon®4.75•Mh O.C./StmdodaOffsd CNp(Fb.17 3900. 39016s 45014 8wM IW460. 27090. 2w Iba 3549s 7408. 3749s 064 ft 94590. 341 roe 4120.. 56090. CAPACITY OPENING,WHEN IT IS LOWER THANTHETHE LECTEN 4Andms01.IS•ARM O.GISwaw(oro64a0cup ft.2): 450 ft M" wA wA WA WA 30.015. WA WA WA WA WA eexme 112090 MULLION.ITWI WILL ETA MINIM MANCH R 4 Amh-Q r k9e O.G/p12e5Ana*aloe I(Fp.3k Iw 90. 760 r a ew 90. 15w 90. late be Seo 90. 560 ba WA 7608. 745 The NO ws 16921bs 652 9s 1120 90. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 An,hma 9 OA5•Min.QG I Uqp,610.125•AkM(P4.4k WA WA WA WA WA WA WA WA WA WA WA WA WA 7159, CAPACITY WHICH MAY BE USED TO QUALIFY 1A1 iFCBp(Fip.5x 19593 19565 225 bs 1159, 8229. 1356, 11010. 1775. 3709, 16790 3321h0. 4739. 170W 22190 2w 90. ADDITIONAL ANCHOR OPTIONS FROM THE 2 And..Q 1.15.406.O.C1 F•Clip(Fig.67 2409. 3509. WA WA WA WA tw8u WA WA WA WA wA 314194 1421bs 500 ft ANCHOR CAPACITY TABLE. 6R:��Rlllq%Dp NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. comMai; e lam. oFIGURE 1: FIGURE2: TABLE NOTES: 1.000' r ma1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. roduclCont, 01 11 L • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \1111111111//// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750•HOLES TO BE DRILLED IN C�, 11GENgF .P FIGURESOW SUGGESTED.APPROXIMATE HOLE LOCATIONS.FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ' No.58705r z ' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 650• _v CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •� �1)5� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT "•..F<ORIOP.•'• �_` • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75•X.650•MULLION •• ... C7 THE MATERIAL#10&012 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. '� �iS��NA)- rr illiX1111 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A • ,� Million Capitally Table s#La Opening VLlldth(for AarticeUy4perring mlaorls)orOpenblg He ht(for huimntey-epemlrg Millions) a! Sol. Mn 70l. so in OON 1001. 1201. iwN 1. 170 Reelsep1.r Vep71e051 wW elaa Trsp7d•g• RectmWr TfgONag. RtwWW nup7dag. Rod-gwa g. Pe Treffli w wAer Tnp/Rluq. RoeurgrOa Tregtltaro• Ihw.rl0da Tup114eng. Rea1.n9u1.r hp,IMag. 1".3.12ez L62ft Loading Lead" ullft L.-ft Looting Lodine Loadro Leaft Letting 1,011.0778 Loaft Loading Losing Levens Leverg Leading Laseng �Y v .eor Alum §� TubeMuUg � % .m z � o 421. 1ra0 Sm 170.0 435 170.0 144 170.0 478 170.0 M170.0 NO 170.0 M 170.0 510 Ira0 1100 170.0 $21 170.0 1240 IMO 621 i70A 1488 170.o IRI 170.0 1735 ira0 521 161.0 1800 170.0 521 J w 45N 170.01 708 170.0 624 170.0 650 170.01 584 170.0 102 171.0 00 170.0 tins 1170.01 eel 170.0 1276 170.0 On 170.0 un 171.0 Sao 157.7 1577 170.0 810 135.1 1577 170.0 680 nes 1577 170.0 ee0 x 50.8251. 170.0 747 170.0 583 170.0 eM 170.0 631 170.0 IM 170.0 054 170.0 1105 170.0 703 170.0 1345 170.0 747 170.0 1404 170.0 756 141.7 1495 170.0 750 121.5 1495 170.0 758 109.3 1495 170.0 750 • • (y p 0 1111•• 641n 170.0 797 170.0 612 170.0 OSB 170.0 091 170.0 1110 170.0 754 170.0 1275 170.0 SW IM.1 1101 /70.0 837 1195 1101 170.0 858 124.0 110) 170.0 891 106.0 1101 170.0 861 914 1wl 170.0 eel : ••• • iR GO • • BON 170.0 865 170.0 701 170.0 Ion 170.0 707 1565 1166 t7Q I 878 136.7 1156 187.0 On 123.3 1401 160.6 017 111.0 1156 140.7 910 02S 1156 144.6 003 70.3 1156 170.6 903 60.4 1156 144.6 003 •0 • •••• 0 J 03 In 170.0 930 170.0 745 169.6 1049 170.0 850 137.0 1019 155b 800 119.0 1019 141.7 6K 106.0 1049 132.0 8770 954 tole 125.5 926 70.0 1010 110.3 On 56.6 1049 118.0 810 59.9 1049 118.9 Sts • • U) •00000 0a0• Z •� ee N 180.6 0.53 170.0 709 130.0 055 1513 801 110.1 955 Ui7 788 1042 055 121.0 776 024 955 1128 785 0.1{ 165 100.4 767 60.5 955 904 749 SOA 955 081 710 62.1 955 00.7 710 • •0000• • 59 3 S MN 1285 ew 114.9 S97 IOTA $00 114.0 662 OlA 900 101.1 870 00.3 803 012 659 714 em 539 7.9 -R eon 70.8 642 SA5 em 702 812 450 603 80.8 Su 401 ea3 69.7 627 Z 70 N 1093 701 114.1 ez9 01.0 rn 074 610 70.0 721 83.1 7.M ee.3 rn 764 S95 70.7 721 70.1 588 61.0 721 BSA 670 446 721 69.4 57.9 30.0 701 60.8 564 31.1 721 58.1 567 •••• •••• Q • • • i 70 N 101.0 881 170.0 590 64.2 670 eYA 581 722 OM 70.4 578 63.1 684 704 6e7 $8.1 084 644 556 50.5 eM �A 551 121 884 51.1 511 38.1 684 67.3 678 311{ ON SOA 534 •••• •••• •N 901. 60.6 611 BIA 450 64.8 614 67.3 4q 47.0 514 504 440 41.1 614 144 433 30.6 514 wS 427 92.9 514 37.3 AIM 27.4 514 33.0 412 RIS 514 30.{ 106 20.8 611 20.0 103 •••••• • • l.7... •_ ,O • • •0.00• (n X Ml. $4.2 452 55.7 404 45.2 457 47.0 396 38,7 152 10.0 390 33.9 452 36A 370 30.1 452 32.0 378 27.1 452 30.3 373 22S 452 284 365 10.4 452 243 359 f6A 452 22.8 355 !• •• • U) Joe in 38.1 357 38.0 322 31.7 357 32.7 317 27.2 357 �A 312 23.8 357 253 306 21.1 357 227 303 10.0 357 20.6 200 16.0 357 18.0 203 13.0 357 183 287 11.0 707 15.0 28] eN., J •i•••• • a' iY Y 1111. 311 336 35.8 300 20.2 370 30.1 301 2S0 336 28.1 206 214 336 241 290 10.5 338 20A 266 17.5 335 10.0 284 11.8 370 te.S ne 12S 330 144 273 11.0 336 13A 269 f • • F � 1201. 27.7 289 �2 263 Zit 2e0 217 250 19.8 2S9 20S 256 17.3 280 16.1 252 15.4 280 16.3 240 tA9 260 14.0 240 114 280 12.8 240 9.0 289 114 236 6.7 270 10.{ 232 • • •••••• Q • •� • • a •� m TABLE 5B ANCHOR CAPACITY ADJUSTMENTGORMYLAts Anchor Ce tl Table be ANCHOR CAP,,,".,... • • ••• � SUOveur 2.7R C=Mle A6 cam. n014w CMU F9R10CMU PT Wood Mete (DA•)XC ).ANCHOR CAP.„, • • • o� � 5116•Elco 91.33 Etc Nle'Elco 14•SS Elco 910 Sled Mattel Sleet 012 Steel MULLION CAP­ Anchor Pel00m9 Anchor T70° Yl6•Elm Ueracan 114•EICOURMCM UOrecm 5'IN Elm U1lrcm V4•EROUOruon AgWeW r Unum Agy nor sclew(O5)scree(GN snow(GN USE THIS FORMULA TO OBTAIN THE"ANCHOR FAge paW.pnY r 2-vr i• 2-vr SLAT' t• 2-vr r z-vr r 3.1re• r 0.16• o.6a• O.3w CAPACITY REQUIRED'CORRESPONDING TO AN Embednenl n Isw VY r 7514• 1514• r t-v4• 1.114• 1411• 1414• low 1-111• r 15ro• 7576• 118771.9 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclnm®4.75•Mm O.C.r Slerasd«09se1 Clip trig n 390109 3901,9 4506S 1001% 1644 lbs 2701.0 2001A 351 Its 740118 374 be 6W as Sts 1% 917977 442 as 5601% OPENING,WHEN T IS LOWER THAN THE MULLION 4 AMIM 001.15•MN O.C.7 Steri.(or Cold (rq 2 4801bs 7601% 1YA IgA nu 1a seg Re nrA IVA 1/A IVA IVA 662 Me 8M Loc neo 8% CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMm @rMN.oa/(n215MWeCIpe10193): 76007. 790 Me Now 15M as 169slbs 51084 5601% 1170 MRM 740 Na am Its 16901% 702fs 8701% 112070 MULLION.(T WILL YIELD AMINIMUMANCHOR 3AnCh1s @ 0.45•MN.O.C.I U431p,M0.125•ARM.SU 4) IUA 111A U/A IVA Not NIA WA NA IVA IUA IgA IW RIA IVA 10731% CAPACITY WHICH MAY BE USED TO QUALIFY 1 Am I FC21p pal.5T 105 m 195 as 275 as u5 Ns 822 os 13505 110 Re 177 los 37017. 18705 3391.0 ns os Vo 1A 2218.0 leo•t ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctae 01.UP 1077 o ci F 240 W3 3500. 1YA IgA 777.0 ua 11101% I41A IRA wA IgA IMA 34114 442 IN NO as ANCHOR CAPACITY TABLE RODULTREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLU'. NeWly156 with the Flodde I-1.1X10"-+ °dlo°OoNNO FIGURE 1: FIGURE 2: TABLE NOTES: OaN 110 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. a Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -W1111111", 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .•• 3.725 ``. �pC1V. M/����,,/ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �4:• �AGENSF '•,'P • • . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �ti( •.y¢ No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE(HOLE LOCATIONS. _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC 301 SF HOLLOW AND ETRE TED Viw_5 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL B£PRESSURE-TREATED •,FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE 8083-T5AND SEA MINIMUM OF.125 STATE F <C/ i'X THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL-STEEL TO BEAT (V VF MULLION) X S'MULLION T p P,.•' \�� • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (t•VF <<`s .......... . ` THE MATERIAL.#10 s#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. I/, NAL t•• A LYWW11L1k�,P.E. FL P.E.#58705 TABLE 6A Mullion Capacity Table IbsAte �r�i3 Opening Width(for 4er6cally-aparang mullions)orOpening Height(for hoilm"*spanri g miXons) yt &' 58In 101n 79 In 801. 906 100 in 120h 1401n lack 3! ftot-FM Tteb/Tdare. ReM••lier TnplllMre. RmlereWer Trepl8lanp. Rectsraft, lawidaps Rwbww r Tfwrm-q. Reo1e1•Ilar TnplrM•. Raols.9alsr hepmlOne• ReaunOuler TlaprfMn9. fteot•19uler 'ftWfM118 a lx4x.125 t.eedre Lae•re La•re I.& Ladre Loaare Ladag Loa•re L-AN Loafre Ladre Loaf Laaft Loa•re laa•1• Laft Loadre I-," Alum.Tub• _ _ _ ( 0.FF� ' '�' '�.. f Mullion 11 ft z m F� 42 W 170.01 620 170.0 1 436 170.0 744 170.0 478 17x0 OWN 170.0 606 170.01 992 170.01 519 170.0 1116 170.0 521 170.6 1240 170.0 621 170.0 1486 1 170.0 521 145A 1488 170.0 521 127.6 1409 170.0 021 O u/ "in 170.01 700 170.0 524 170.0 850 170.0 664 170.0 992 1 170.0 630 170.0 1133 170.0 061 170.0 1275 170.0 877 166.3 1303 170.0 680 130.3 13031 170.0 000 111.7 1303 1 170.0 660 97.7 t303 170.0 860 60.026 In 170.0 747 170.0 683 1170.01 8M 170.0 631 170.0 1046 170.0 064 170.0 1195 170.0 723 156.1 1235 into 747 140.6 1235 170.0 756 117.1 1235 170.0 758 100A 1235 170.0 766 87.5 1235 170.0 756 • • � 641a 170.6 797 170.0 612 170.0 950 170.0 Mt 170.0 1118 170.0 754 154.4 tlfA 170.0 583 1372 1150 170.0 587 123.5 1158 170.0 S58 IMA 1158 170.0 061 582 1158 170.0 881 77.2 1168 170.0 Mt • • •••••• M • 60 In 170.6 eM 170.0 701 18&7 1042 170.0 797 142.0 1042 161.1 832 125.1 1042 1447 815 1112 1042 136A 001 100.0 1042 130.2 791 93A 1042 125.1 742 71.5 1042 125.1 7M SL5 1042 12&1 782 0 • • 0 J 63 in t70.0 930 170A 745 1512 9M 16&6 810 129A fM 144A 758 113A 958 131.0 7M 100.6 958 12t.4 788 58.7 002 lite 758 75.6 9M 158.4 745 64.8 9M 108.0 758 5&7 1.2 fos.0 714 •f • f 0000• • 06 In IMA 947 170.0 789 1373 947 140.0 758 11&1 947 130.3 788 103A 947 117.7 758 SIA 947 I58.7 738 827 947 1012 727 58.9 587 58.1 7t3 58.1 947 94.0 711 61.7 947 94.0 711 0 0 f••• •••• 7 � 62 • Z 2 3 72in 135.9 $49 142.7 737 102 589 121.8 713 97.0 849 10&9 700 6{A 658 96A 658 76.6 589 58.7 868 87.9 1419 $.7 976 $11.8 619 76.3 639 0.5 819 72.6 658 42.6 058 72A 581 000000 • LL 7681 116.6 758 120.7 858 9&J 758 158.6 858 58.6 758 90.0 BM 72.2 758 803 589 04.2 758 742 620 1.7.0 758 892 813 4&1 TM MA 658 410. 758 58.9 697 38.1 758 MA 696 49404,41 •••• f 781a 10&9 721 111.6 834 58.0 724 04.0 581 7&] 711 MA BM 8&8 721 74A 1199 58.4 7N 86.1 1191 63.4 71A 8]A SM /4A 724 57.3 57J ]e2 714 ti{a 587 33.1 724 &1A SM •0000 00*0 r • • J 90 W 58.6 60 71.6 483 5&0 60 60.7 474 417 60 52A 405 43.6 50 47.1 450 36.6 60 42.8 452 34.6 643 39.6 40 210 60 34.9 436 24.6 64] 321 I10 21.7 li0 ]0.7 428 •••••• • • Q �•O M N 67.3 478 68.9 07 47.6 479 19.7 419 40.9 47e 412 412 75.8 478 3&5 458 31.8 478 34.6 400 2&7 478 32.0 585 23.0 476 58.1 766 20.6 178 26.8 300 17A Ile 24.2 378 • • •••f•• N N �0"O 158 h 400. 377 N.1 341 315 377 3<.6 336 20.1 371 SOA 330 2&2 377 28.8 326 22A 377 24.0 321 20.1 977 22A 317 1&6 J77 19.0 310 14.4 377 17.1 304 •• •• • !$ 111 In 37.1 367 37.6 ]23 ]0.9 357 31A 318 26.5 3A 2TA ]13 212 357 14A 958 20A ]57 22.0 358 1&5 587 20.1 301 15.4 357 17A 291 •••••• • X Y • • • v (46 N 1206 29.s 308 293 279 24.6 306 26.1 274 21.0 306 21.7 270 18.3 308 192 267 16.0. 588 170. 203 • • • • V 493•� 144 In 17.0 212 17211061 • • •••••• a"� ZyN TABLE 6B ANCHOR CAPACITY ADJU8TME51AtI : • ••• lYK a• An or Ca a Table bs =--) ORCAP.,,,,,,•,,, • • • 8umtnne: 21kOwwale 15k0- 11010e0MU FEWCJAl PTVP00e MeW (DF-)XC )=ANCHOR CAP.,,. 6I18'Eko 1/4.85 Eko 51W Eko IM SS Eko e108t" 912Steel 9128tH LION CAP.,,,,,,,, Anchor Clip Patterns Ander 9116'Eko Uttecae 11'E1.Utlacan 9118'Eko USrecaa i!{'Eko Ulksaon Uuaeon Ap;.Gakr Uft o Aepn:Otla Bowef"Se 635) 8-(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eepe d.unea ry17 r T-t/2' r 2.112• 344 1• z-t2' r 2-irr Y 3-1ro• T 0AV 0.64• o.s24• CAPACITY REQUIRED•.CORRESPONDING TO AN En1A•nent 9717 1aM 1a4• 14W 1x14• r 141• 1-10.• 1-24• 1-114• 141C 144 2• faro• taro• lana ACTUALPIR SURE REQUIREMENT FOR THE 2 An.0wt04.76•MhO.C./Sgne•6 orOWel Clip Pb.182j 390 lbs MO1. 1101. 890 k0. 18U1. 2101. 2101. ].41. 7401. 374 roc 8811. 90 k0. 3411. 4121m 510 roe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amtws 0 2.25•Mh OX,/SWk•d(wmmq cap Fh 3k M fba 7101. 5581. 141018e 9591. WA 5581. WA em 1.s WA 010 We WA OM 1. W im 1120 rot CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Ambom 01.15'Mh O.0I abn4•d("Often 0.p 0.19.4k 9101. 14W No WA WA WA WA 7581bs WA WA WA WA WA 13031. 1710 W0. 22401. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aastws 0 r Aga O.C.1(2)bis A.&C9Ds/FW 53 780101 7106. 5101. "etlm 16581. $40160. swim WA 7601. 748 V. Sac VA 18921. 6021. OM1. 11201. CAPACITY WHICH MAY BE USED TO QUALIFY6AnMm0s•Mie.O.C.1(2)21.An9A apt/trip.63 11701. 11101b. tot01. 2140 W0. 28141. 810 1.A 0.40 lm WA I14111m 11921. 13201. 26]66. 1 19221. /9271. 1580 60. ADDITIONAL ANCHOR OPTIONS FROM THE 4 A.sm•0 0.46'Mn.O.Q I UC/Ip•kio.125•Akea.(FW 7k WA WA WA NA WA IVA WA WA WA WA WA WA 1 NA NrA 14301. ANCHOR CAPACITY TABLE. PRODUOTRBVISED 2A11ahaA 02.27 M6.O.0/f•gW(F7p.BX 3101. J506a 2101. 7056. 476 bs WA 2501. WA 3151. WA 4401m WA 3411. 4421m Wba � • �•�• WA WA WA WA 7501. WA WA WA WA WA OM 1. DM 1 m 11201. 4Ancmn 0l.ir 586.O.C1 F411p(Fb.9' 1801. 7006. --I 1.000' �-•- Aacpta4a N0 •`�•+' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Date TABLE NOTES: Aiernl a Product Co91ro1 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `����ON .,••• M/��7�i� • • • LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. BOW L2) • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4- = No.50705 ' TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW = _ FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _-O:vt t Zt _ Li • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •' ATE F- y, • • • • SCONCRETEUTHN BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125• �T�'.,,EGO..... SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF.121.•THK2C.STEEL ••••- STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.121.•THICK SS�ONAI1�. ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.910& 1•X 4"X.125' A LYNU Io lwgR,1P.E. 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.9 68705 TABLE 7A Mullion Capacity Table INISM7;5 Opening Width(forv6Aica Gnrlllpinlmons)OfOpening H61gIn(for hal ely-sparcJngmlAons) 61. BON "in 61. win i 1. 120h 1451. 1601. 8 O Rent w& Dwrdrw R•Nenyukr Top f"no Reolanpulr TttP7flitn9. R•ot44•Wr I"WrdrW. R•alrgden ft""' ftft lr Ttep/Map. RecMnpdr 4epRdanp. Reclelpir Ti•p/T•ena- R•ot•nPOr TnWTdrq. a I z4 X.378 tA�O Laft I"" U.&V L"ft Lo"no Laa•n8 Letdfp t•tdM Lowing Ladno -Laadv Load" Laedhq Looft LOtdit Latd�• oi' U Alum.Tube 11! Lo 6411111017 d � � g � � E � c C � 8 � d �. c � a 421 ] 1 Mali I I I g I a a z � 421. 170.0 620 170.0 435 170.0 745 170.0 471 170.0 155 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 14th 170.0 601 170.0 17]5 170.0 521 170.0 1963 170.0 621 4545 770.0 706 770.0 824 164.0 550 170.0 664 170.0 992 770.0 630 170.0 1133 170.0 661 170.0 1276 17DA 677 170.0 1417 170.0 880 170.0 170D 170.0 B6 170.0 196 170.0 810 151.6 2024 170.0 860 6.0251. 170.0 747 170.0 669 170.0 095 170.0 691 170.0 1018 170.0 864 170.0 1105 170.0 723 170.0 1346 170.0 747 170.0 1445 170.0 76 170.0 17% 170.0 7511 166.0 1919 170.0 766 116.5 1819 170.0 766 • • A N ••••• W p 641. 170.0 797 170.0 612 170.0 NO 170.0 691 170.0 1178 170.0 764 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 156 10.9 1799 170.0 081 137.1 1799 170.0 61 120.0 IM 1"A eM • • • m •� • 001. 170.0 86 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 AM 170.0 1417 170.0 aN 170.0 1594 170.0 996 165.5 1619 170.0 1033 120.6 1619 170.0 test 111.0 1019 170.0 1063 971 1019 170.0 1063 • • • J •• • •••• I-' • J 83 In 170.0 990 170.0 745 170.0 1116 110.0 450 170.0 1302 170.0 945 170.0 Has 170.0 1016 150.7 1542 170.0 1076 141.0 1542 t70.0 1122 117.6 1642 166.5 1168 1%.7 1612 167.9 11117 60.7 7442 167.0 1167 000000 •0000 j • • 58117 170.0 074 170.0 748 170.0 1145 170.0 901 170.0 1364 170.0 1002 100.3 7{72 170.0 106 142.8 1472 160.6 1146 128.5 1472 150.0 1130 107.1 1472 147A 1106 01.0 1472 145.0 1145 00.3 1472 14&0 1104 • Z 72 in 170.0 1064 170.0 648 170.0 1275 170.0 1009 150.0 1320 1662 1101 132.0 1320 149.9 1002 1173 1320 137.8 1058 1%.6 1320 120.6 1049 86.0 1320 1117.0 ION 75A 1320 112.8 IM9 66.0 1320 112.5 1012 •••••• • W • • 781. 170.0 1122 170.0 937 149A 1184 15xA 1013 1262 1184 139.9 945 112.2 1184 125.7 976 99.7 1104 115.3 964 00.8 1184 107.4 952 743 1104 97.8 935 64.1 1164 64.1 027 58.1 110{ 97.3 925 •••• •••• • • • Q J f 781n 186.1 1124 170.0 %7 131.0 112{ 147.0 965 110.6 1145 120.0 457 103.8 1124 115.8 931 92.3 1145 1%.8 018 81.0 1124 98.5 96 89.2 1124 a" 00 69.3 1124 64.3 651 513 1124 83.2 878 0000••• •••• j 0! 9045 100.1 844 111.5 760 00.1 BN 94.9 731{ 772 aN 621 734 873 aN 73.3 712 60.1 645 66b 702 54.0 8" 61.4 693 463 644 542 874 38.6 844 50.0 668 33.6 aN 47.7 662 0••••• • • Q �2•z %1. 64.1 742 M.5 683 742 742 77.2 652 83.8 7{2 87.2 041 43.7 742 59.0 031 40.5 742 64.1 622 45.5 742 49.8 614 VA 742 43.8 600 31.8 742 99.6 690 27.8 7q 37b 604 • • ••••• h 117 •• •• • M�• We1. 823 680 633 530 521 50a 63.6 521 44.7 56 40.6 513 39.1 666 41A 505 343 5% 37.3 4% 31.9 6% 31.2 492 28.1 516 203 451 223 56 26.6 472 19.5 IN 24.7 480 (n 111 1. 673 565 50.6 603 40.0 055 41.6 4% 41.2 636 !29 487 16.0 358 38.0 400 12.0 655 311 471 20.8 555 31.3 467 243 565 27.1 157 203 555 453 456 10.0 6% 22.4 442 :••:•: • �i 1201. 453 475 45A 433 143 474 39.0 428 32A 476 33.7 420 24b {75 293 414 25.3 475 26.8 409 22.6 456 24.5 404 193 476 21A 496 16.3 475 18.7 387 IC3 475 17.2 381 • • ••••• V X•Q` INN MA 330 28.7 305 220 130 22.4 301 tag 330 10.3 207 1e.5 130 17.0 2% • • • Q-�•Z � • • • • ''1 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA:• • •• §§ Anchor Cape Table b• ANCHORCAP.,,,,,,� • • oma ' BWe.I• 2.711 Oono 3.5k Caro. HNav CMU El[Led CM11 v7 Wood Metal (DP_) )=ANCHOR CAP.,,. _ yyV Elea 1114'88 El.5/16'Ela V4'88 EW 010 Steel 072 Steel 912 Sled MULLION BTA AnehorClIpPatems A ryv°' 9N6•EkoUYxon 745 Ek•198teon Uww" Lt6•Ekolllh•eon lN•EkoUbaean A99•Get.n 1W- Apb•Golon 8•v8f05)8aW(05) So (OS) USE THIS FORMULA TOOBTMNTHE'ANCHOR Edpe Olsuro•045: 1' 2-1rrRWA 2-Irr 3-118• 1• 2-1/r r 2.1rr r 3.118' r 6.45• ab4• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN EnObdmeM k 1-3/4' 1-345• /8H• r 1414• 1-UP 1.1H• 1.745' 1-145' 7-1/4' 2' 1JJ8' last• uuls ACTUAL PRESSURE REQUIREMENT FOR THE 2 An..n 0433 M1..O.0 I Sttndrd«06et 1219 ffb•182k 190 bs 3%lb0 890 ace 16446S 270 IM 26 bs 35418• 740 a. 374 a• 6{W. 945 as 341 a• 442 axi 580 be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnOM 0 2.25•MN.O.O/31r («OMOCIp 0-9. Tao V. 709 b. 1410Iba 932 a• WA 5601. WA 639 am WA 66976• WA 662 9a $85 an t 120 b. CAPACITY(FROM THE TABLE)OF THE SELECTED a Anelwn 01.15'MIn.O.G/Slydrd W01keq C1P".4k 9691. 1400 b. wA WA tw 7e6I. WA WA WA WA WA 1363H. 1770 b9 2249 w MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aro.H 6 r Min o.C.I W 2s5 An*cape/W4.5k 790" 761. 15508nt 1498bs 540 b. Geobe WA 700" 745 r. 601. 7642bs 882 am 061. 1/20 as CAPACITY WHICH MAY BE USED TO QUALIFY 8 Aroron 0 3'MiM1 O.C./(2)2a5 AnpM C90e/070 ek 1170 ars 11701. 2340 ax 2644 a• 810 as .5404. WA 11451. 1722 as 1320 a■ 1818 as 1022 aN 1327 b. 1690 a. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anohm 6 OAS'Min.O.C./U421p,640.125•AMm.(FlO.Ik WA WA WA WA WA NM WA WA WA WA WA WA NIA MIA 190Ibs ANCHOR CAPACITY TABLE. 1L ABV wlLb the 2t 0 2.25•MN O.CI F121p ffq.Bk ` as 350 bs 2911- 705 au 476 b. WA 261. WA 315 b. WA 440 W. WA 3416. 452 V. 380 We ultd)ngCo& 4 AnohM 01.15-MIn.O.C/F400(Fig.9k 480 a• 7001. WA WA WA WA 3801. WA WA WA WA wA 8B26s BBS as 11201. Ootpttl100N0 L�. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' TABLE NOTES: Ainm�bede Produ I Cuatu0l FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 711711 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • • ......,•!1//( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE Q���.•''�7CENSF '•�F.p e • • • • • • • • • SHEETS2N23.HOLES TO BE DRILLEAND MULLION CLIPS D THE FAREN IELO FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.0%r =T TO SCALE.FOR EXACT DIMENSIONS.SEE 'A No.58705 'f SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. =ro 4q FIGURE 6: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 307 SPECIFICATIONS.HOLLOW AND • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE '�Q�•., vl �-:( 5 �� • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SWILL BE F<O. ... 8003-TS AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33/WD.1645' 373 .376" �"""'� G THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL ANCHORS -T -� ' E ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. INTO METAL SWILL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010 8#12 7•X 4X.375' t•X a•X.37b• A.LYN{�I{u folR",P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MlALION MULLION FL P.E.#68705 TABLE 8A R Mullion Capacity Table Ib opening Width(for HBNca"p6MnOmufons)orOpening He ht(forhod WaP6mlaBmullons) �WW^C 601. 6001 701. 001. "in t0ilin 1201. 140 In 160 In it R..ampler 4WI1Mnitl. Redmrift TNWT(% RetlenOW Trapl0h 12. RxulOuler lYeO 00- Recte110�eer Tr-0111100. n•*r TnplMa.0• RwMnpder VOORlenp 11691304" TrWr01ea0. Red-w" TwIllow a W 1.26"X Lca•np L"ft LOW" U-ft Loaft Loe•n9 Lolling LNealq 1•eedw lwAiq L4e•IV Usd w Loading L"dall lae•n0 Lon4O Lftav totlrp U Tube Mull N z � m 421. 170.0 820 170.0 435 170.0 744 170.0 478 170.0 M 170.0 606 170.0 002 1704 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1416 170.0 521 170.0 17Js 170.0 621 IS1A 1788 170.0 621 O to 481. 170.01 708 170.0 524 110.0 550 170.0 514 170.0 992 I 170.0 OW 170.0 1133 170.0 del 170.0 1275 170.0 677 170.0 4417 170.0 610 164.8 150 770.0 860 132.7 1640 170.0 680 116.1 1548 170.0 610 50.0251. 170.0 747 ilOA 683 170.0 198 170.0 831 170.0 1018 170.0 801 170.0 1186 170.0 727 170.0 1315 170.0 747 167.0 1468 170.0 756 1]9.2 1486 170.0 756 111.3 1481 110.0 75 104.{ IISB 170.0 75 • • � �� fn •••••• W 'o O 5 N 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1118 170.0 75 170.0 1275 170.0 003 1611 1376 170.0 637 146.8 1376 170.0 058 122.3 1378 170.0 861 15.1 1379 170.0 tel 01.7 1376 170.0 061 : ••• • _ • In BON 170.0 865 170.0 70t 170.0 1063 170.0 797 15tH INS 170.0 678 130.0 115 107A 930 123.6 1156 15&6 919 111.2 1156 150.0 812 92.7 115 144.6 105 79.4 1156 144.8 805 09.5 1156 144.5 905 •• 0 0000 h U.1 • J 04 O1. 170.0 830 170.0 715 180.1 1051 170.0 850 137.2 1051 155.9 882 120.1 1051 14ZO 810 108.7 1051 132.3 837 N8.1 1051 125.7 870 80.1 1051 118.6 622 18.8 1051 119.1 $21 00.0 1051 119.1 821 • • a s 681n 167.1 057 170.0 1119 139.3 957 151.6 605 11/1A 957 134.0 790 104.4 %7 121.0 777 92.0 957 112A 767 $3.6 051 106.6 75 69A 057 100.0 760 60.7 057 6BA 746 52.2 057 98.9 748 • Z J �C 721. 128.7 804 135.2 05 107.3 85 115.2 65 11.9 85 101.3 671 BOA 85 9fA 05 71.6 104 5.1 860 NA 85 78.8 ea 634 85 713 533 404 85 69.9 628 40.2 85 5.S 626 7 g • 761. 100.4 722 114.0 830 91.2 722 972 618 70.2 Tt2 83.3 606 GSA 771 76.7 698 a0A 722 70.3 688 617 772 05.6 05 45.8 722 5.5 570 39.1 722 5.7 ball 34.2 722 5.2 65 •••• so** • • • • N to.'f 781n 101.2 B65 106.0 000 53. 685 89.6 586 723 885 11.6 671 BS.3 086 70.6 668 52 BBS _a 580 00.6 616 00.1 653 42.2 615 5.3 53 383 aa5 61.4 637 31.6 68S 50.7 536 •••• •••• F mb 1. 0&0 513 66.0 457 5.9 518 6TA 449 47.1 515 50.1 441 412 515 14.1 434 3&6 1115 10.0 426 33.0 515 37A 422 274 515 33.1 413 234 $15 30.5 107 204 01520.1 404 •••••• • •181. 52 153 66.1 404 45.3 15 17.1 397 Jae 463 41,0 391 J3A 463 JBA Jab 302 153 33.0 379 272 453 30.1 774 x2.8 45 28.8 368 194 I5] 2{.] 360 17.0 15 2x.B 355 • • ao•• •• • d01081. 38.1 35 5.0 323 31A 55 321 316 27.2 350 20.4 ]1J 234 JSt 26.2 308 2i.1 356 227 35 10.1 J5 204 300 164 35 10.0 293 w M11t in 35.1 336 35.8 305 20.3 336 30.1 301 xat 338 26.1 297 224 336 212 293 10.5 336 20.2 289 17.0 15 19.1 255 lY x12001 27,5 290 TDA 761 232 x9823.8 160 194 2B0 204 25 17.4 290 18.2 253 16.4 290 16.4 249 •a14{1. 16.1 201 16.3 160TABLE 8B ANCHOR CAPACITY ADJUSTMENT FQRRIUUI!rCe ad Table Ibf z.7karcaie 16kCarcHo1o'OCMu F•MCMU PTWaaI Md• (DP))(( .,,,,,,,,,, =ANCHORC/1P.,,, 6115'Eko Y4'SS Ek &IW Eko U4'SS Ek. N10 Sled N12 Steel 0123 AndlorCNp Pattems A+kMr lype. y1<r Dto Uaraca U4'pto U9rxon SH6'Elco 121•cm UI'EkoUO•con upracan AgpeGdor ulmca A(Onx)elar straw(( streN(35) scrorp35) USE THIS FORMULA TO OBTAINTHE'ANg40R Ee9e psurce prq 1' 2-1117 1• 2-1/7 3•t/a' P 2-W I- 2-Vr z aN8'• z 0.48' 1 0.5' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmOe•n1u11 n w/r 14C /d/4^ 134• 2- t-v4• INC 14w 1-vr 1414• 141r z i-38 I 1A'Cj."we" ACTUAL PRESSURE REQUIREMENT FOR THE 2Antlnn®4.7g Wt oc./Sfrtl410 or06et 6N 1T 3001a D+a �+be MAI os 270•s leo len 358x 7401a 3740n 65 roe M•e 510n !120, ts OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arc0a8 @ 1.15'IAA O.0/BIBnOMO(a Olhel)C0D pT9 27 480167 700_ I+M w3. NM IIM SBO a IW IYA 1+M IYA reA 66xbs 8850• to CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhm Q 3'Mh O.C./(2)2.5 AIO eCBq/ft 97 HOBnTeo en 6B01.s 15M Its i8mOn 540" 560Ee IUA ?wIbs 74891s 680 os 1802 Re 66keMULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arclnn®0.15•Mln.O.C.I Uqp,1.lo.128 AOn.(F10.4) t+M I_ IIM IYA NIA N/A WA N/A IIIA NM IYA IYA IYA IYA 0• CAPACITY WHICH MAYBE USED TO QUALIFY tArchor/FL8p 1R0 195bs 105 Ee ?25 bf IIS IOe 8x2 os 1350n 14D es 1770n37s 9324a n3OB 17001s 2210• 08 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnCIpR 1.15'1•n O.0/F 06 x40017 350 Ee NIA WA NM HM 100 ns t+l3. IYA WA IYA ILIA 941MOn ANCHOR CAPACITY TABLE PRODUCPREVI3® witb ft Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. BuIldh1Q Code A� � _ 'Oj FIGURE 1: FIGURE 2: TABLE NOTES , • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Terni Nde tkodutt Consr0l 1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 1`���ANY LYNN,y71�7j'i FIGURE 3: 3.188' << ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 0.'c,•' LICENSE'•..F,p SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BEIU EDST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r 285. _ No.58705 '•,_' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1 = = 13 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •' t FIGURE 4: FIGURE 5: FIGURE 8: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WfTH AN SG OF 0.55.ALUMINUM SHALL BE �� � I � • �16 6083-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND T • .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL 1.25'X 3.188'X.285•MULLION '•.;t<ORIO?. \? [LOA ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1/4'VF MULLION) '��SS'1Q(vgL le: • #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18E S.S.OR 410 S.S. A.&N"t4 Ty{�(CLEW P.E. • FL P.E.#58705 TABLE 9Agg�i is Mullion Copse Table(IbeM2) 7Mr; OpeningWWth(for ver1C6W pemtet9 n9i«n)or Opening Heght(brhodzorea1T4IMWId 9ntt11on9) SON BONTON MN MN 10014 1201, 1401, IBON t�5���1l LLO 1262126 R4dMpler T•p1Maro. Pad4lioir TNWMR% Rubn9da TapTNo9. Rwln9ubr Traprmm rodwwW ToprT440 P-1-par TraprrrWV 14.0-dor Top'l&.9. Ibol4ng,- Rk-dole R1ob49d4r Tmpne•*. iJ�f re z.too 1'OMI"° LwA49 �¢j Losoi• L4ea110 Leadi49 LoWro Loe6ro LoW9g Loadro Lo"" L-ft L-09 LOMro t.oa6ro I-0481,9 Loeeiq Lma�$roj Labq oye }}} V Alum.TUbs to Million IN IS 121, 170.0 MO Ira0 tl5 +Tao 71, Ira0 /7e 170.0 ON 1ra0 age 170.0 992 1780 Ste 170.0 Ilia 170.0 621 161.3 11+9 1ra0 621 127.7 iiN Ira0 MI toab 1111 +70.0 621 958 +119 170.0 621 M1, 170.0 708 tr.0 624 IMO 650 IMO 6s4 161-0 9M 170.0 630 IIA? 97S ira0 861 +10.4 976 110.0 917 117.3 978 170.0 660 97A 976 17x0 610 83-0 976 170.0 MO 761 we 170.0 6M ? _ 174 70.0 747 170.0 383 170.0 680 1700 "1 150.7 927 170.0 W 111.9 927 136.6 709 117.2 927 159.1 M9 tO5.5 927 166.9 MB 87-9 927 1561 M5 76.1 927 1563 696 86.9 MI 1663 896 • • rn 70.0 797 170-0 812 154 5 eM 170-0 Mt 172-0 eM 1M.9 6M 1169 eM IIIA aM 103.0 6M 134.0 800 92.7 DM 129-0 651 77.1 aM 1268 652 M.2 DM 128-0 052 MTA 8M 1II6a a4 ••••• Q • • • LU • 43.2 746 IM.6 034 1111 746 132.3 620 102.3 146 117.4 BM Mb 746 107-8 6M r.8 748 101.0 692 71.8 716 960 667 69.7 7U 930 683 613 746 93A 5M 44.6 7U 99.1 681 • • • V) Cn 031. 43.7 677 132.0 670 103.1 677 1122 566 MA 677 IMA 6M 77.3 877 91.4 SO M.7 877 65.2 530 61.9 877 810 534 61A 677 71.0 629 U3 677 767 529 30.1 671 78.7 M9 •• • •••• H w • J • • W 07.8 017 114.1 MO S9.7 617 97.6 519 78.9 611 M.3 6M 972 617 762 6M M.6 e17 726 494 63.D 817 M.7 4M 440 617 64.1 4p 364 817 67.7 IM 73.8 817 e3.? 162 •••i•i •••• W • • .9 518 87.1 4M M.1 618 74.2 4M M2 6t6 652 432 51A 518 M.6 426 M.1 616 64.2 419 41A 516 M.7 44 340 618 46.6 4M 29A 619 45.0 405 269 616 46.0 406 ••• •• • ? g 70b IM 761 4M 667 M5 M.6 199 50.3 4M SIA 390 11.1 4M 49A 381 19.2 405 461 376 35.2 465 422 3M 2a{ MS 163 Sen 262 465 M.6 J84 22.0 485 182 157 7 • a.2 U1 M.0 367 64.3 Ui 57.7 370 46.0 Nl SOA 372 40.8 UI 45A 188 36.2 111 41.6 360 32.8 Ut 36.7 358 270 U1 34.9 349 23.3 U1 33.1 3M 20.4 U1 32.7 316 •••••• •••••• J I2A 332 13.8 205 35A 332 17.0 2M SOA 172 12b 211 21.b 132 25.6 2M 23.6 332 20.1 276 21.2 332 21.1 272 1T.? 332 410 !ie16.2 132 10.6 2M 11.3 9M 167 280 ••i• 9••• •35.0 291 76.9 2M 29.1 291 300 2M 25.0 291 26.4 262 2L9 tel 23.6 246 190 291 21.3 244 ITA 291 19.6 24t 14.0 291 11.1236 12.5 491 1&0 232 b•••••• • • Q 210 Rb 2b.1 106 40.5 430 21.1 209 170 210 18.1 401 164 230 162 109 • • ••••••P2A 218 23.1 197 169 219 IDA 191 f62 21D t6D 191 14.1 216 11.9 IM •• •• •17.9 /B7 162 170 14.9 187 16.3 167 :90:6: • W M Ir x Y • • ii••i• U ry Q rs+ • • • aZ0A Q. TABLE 96 ANCHOR CAPACITY ADJUSTMENT 1161muLft: • • • Anchor C9 Idly Table(lbe SubsOeN: 2.ik Cawrtb 7Ak Caw. lla6ow C8/U Foled CMU PT Wood Maw (DP_)X(MULLION CAP.„,,,,,,,\.ANCHOR CAP. o 5.6k Coto 1I4'DSEIoo 5118'8,0 1/4'8SEko 1106Nd 11281sel 112Sted `MULLION CAP.__, A6oh«type: 3718-Elco U9mc4n 1/4'Ebo lN4acon 3118 Eko U94aan 1H'Eko 119racan AnchorCNpPatleme lmraeoa AMOOator Ubeeon A99r06alor Solewh357 6cm9'(C'+) selew{c5) USE THIS FORMULA TOOBTAIN THE'ANCHOR EODO Oki.-ft r 2-Ur r 24rr 3-1w r 2-112' r 2-1rr r 3•I/B' r oAr Ob4' 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN EmbeOmeM Inn 1.3W 1.94• 1-L4' 181{' r 1-114• 1.1141 1-114• 14W 1414• 1-114' 2' M. tare• woes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anobas g 4.7'1 MN.O.C./SWAIN«o9M1 OIp P59.It 390 be 390 ke 450 b1 890 ba 1644 ba 270 bs 280199 3541bs 740 be 374 V. "abs 946 lbs 341 bs 442 be 560 rob OPENING.WHEN IT IS LOWER THAN THE MULLION I Anchaa 1.15'Mh O.C./Strwem W 08tH)dip 1Flp.2) 400 9a 700 bl WA WA MIA WA 380 ba Nu\ WA wA WA wA OS2 bs 665 bl 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 a 1.1.r Mkt o t/(z72LSAnp1e C9p4/(FIs.3X 760 ba 780 m 690 bs 1560 Is 1896 be 540 es 560 ba WA man 70 be Deo b 1892 be 662 ba 665 bs it7A les MULLION.IT WILL YIELD A MINIMUM ANCHOR 9 Amh=@ 0.54•MN.O.C.I UCNm MO.100'Alum.(F19.4k WA WA WA WA NIA WA WA WA WA WA WA WA WA WA 050 Na CAPACITY WHICH MAY BE USED TO QUALIFY 1 A«A«/FC9p/F+0.s% 195 rob 195 be 225 b9 u5 ba en bs 135 be 140 bs In ba 37019s 16718 33R Ila 473 b6 170 ve r4t 16s 209 ba ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anohna 1.IV MN.O.C/Fi9p M Bk 246 ba 350 be WA wA MIA WA 190 ba WA WA WA WA WA 341 be 442 b9 680 be ANCHOR CAPACITY TABLE tffi-M.-fth' ED ibe PIo7Wa 11.f FIGURE I: FIGURE 2'. _i•�„ DDk Noaft code .111TABLE NOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTAL ATION METHODS. e PrC1111ro1 \11111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� y LYNN �O FIGURE 3: '\ O� ....•....Ye / ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' P���•'.�,\CENSF''•�1<1 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE 11380 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS = 140.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•00.WOOD SHALL '1�• .';� q�S.'/Z FIGURE 4: FIGURE 5: FIGURE @ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -7 Q •, S A7E bP <C/ • 6083.75 AND BE A MINIMUM OF A00'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1 % .'•.F4ORIOP,.•'C'� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL .�S "••"" r1 S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 25'MULLION 100• 7�7S��NA1- �� #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LY(1N MII!'I11 ,P.E. s♦ FL P.E.#58705 TABLE 10A 11Z 1@g Mullion Capecity Table(IbORe) 7d Opening WdihWvedicay-speMlMmtglon9)orOpening Hot pht(brhodwdal-4mini Om6i(Ins) #� NY Nin 70Y 00Y I NY I Is In I I in t10Y 1601. lid Rf1neaTp/1.poTp ,m. R4laea Tp/ldaelonOr reRdlnO. ReOa TnRTR Tr rroRedanow. Tpr, tofL g 126x6$6 Loading tee48 L.&.9 1.64*4 LOWN I-&" IL -O L-.6.1 Lo.Ong m 9 � y )r �Y U x.024 i awm.nlbe '.. �' & ',. a' .a_ .� r_ .s $,. £ -E.. $ s_ € -f. -f f,. -f £.. •� €.. � §.. �' r .€.. §' a",. MII61on g xa ? gni �a � ah a 11 P. ; F $ Z. 1T� a sp a �� a $, i ag o a ., 'ga m 1 i 1k.1 3 fa Sa a fa fa fa 8a 8a 1� 8a 2 4a 4a �a fa d �a & fa 620 110.0 436 110.0 711 170 .0 476 110.0 tN 170.0 606 170.1 992 110.0 619 110.0 1116 170.0 621 170.0 Uss 110.0 661 170,0 UN 170.0 621 110.0 1735 170.0 621 170.0 1903 171.0 621 !21. 170.0 W N1. 118.0 100 1170.0 624 1 170.0 /S6 170.0 666 170.0 892 170.0 630 170.0 1133 110.0 661 170.0 1216 170.0 677 110.0 1417 170.1 600 170.0 1700 170.0 666 169.7 1919 170.0 NO 111.6 1979 170.0 NO = 60.026Y 170.8 111 170.0 666 170.0 096 110.0 631 170.0 1666 170.0 661 170.0 1195 170.0 723 110.0 1346 17010 117 170.0 1494 170.1 IN 170.1 1703 110.0 766 162.5 1071 170.0 766 133.6 1077 170.0 166 • • ,1111• 641. 110.0 197 170.0 612 170A 956 176.0 091 110.0 1116 170.0 164 170.0 1276 IWO 03 170.0 1434 170.0 831 IWO 16% 110A 156 166.4 1759 170.0 661 131.1 1769 170.0 661 117.3 176! 171.0 461 • • • co � 0 •1- N1. 170.0 965 1707 )11 170.0 1067 110.0 797 110.0 1240 170.0 170 110.1 1117 170.0 144 161.1 1611 170.0 166 146.1 1511 1707 U73 120.1 1611 170.0 1066 U7.6 1511 110.0 HN 66.6 1511 170.1 1066 • • • F- to (n 631. 170.8 930 170.0 T46 170.0 1116 170.0 866 170.0 1362 170.0 910 168.6 13M 170.0 1016 139.2 1370 170.0 1076 126.3 1370 164.0 1002 INA 1310 166.9 1072 66.6 1370 1663 1070 10.3 1370 166.3 WO • 0 W 111:1• 1111 rn� 8r3 N1. 110.0 914 170.1 rig 170A 1169 170.0 903 166.6 1240 170.0 1002 136.2 1266 166.8 MI] Ui.t 1411 117.1 1066 100.0 1211 1]9.1 866 90.8 1248 130.4 970 77.1 Ult 129.0 916 p.i 1211 1297 976 Z 72 Y 167.1 1004 1707 118 143.9 1043 166.2 192 119.9 1019 132.1 876 IOI.f 1049 119.1 NO 93.2 1019 109.7 NO 83.9 1449 102.1 638 667 1019 14.3 Us 66.9 1049 91.2 020 621 1049 91.1 820 •••••• • s 7fi 1. U2.T Nf 149.1 422 1117 941 126.8 100 101.9 911 111.2 791 89.2 941 100.0 171 79.3 911 91.7 7N 71.4 911 66.6 161 NS 911 71.8 7W 61.0 Nf 7/.0 137 11.6 !{i 733 736 •••• •••• J 9 781. 132.0 091 137A 763 x10.0 664 116.! 767 S43 891 102.4 763 02.6 191 91.9 740 13.3 664 111 130 66.0 ON 78.3 721 657 911 70.7 707 11.1 O91 67.0 701 413 894 66.1 664 • • • • r 1111 1111 • 90Y N.f 611 66.1 666 71.1 671 74.9 666 611 671 66.3 576 66.7 671 66.2 666 47.7 671 62.9 666 43.0 671f27.1 651 36.8 671 43.1 6M 30.7 611 79.7 b]1 267 611 31.9 526 Z (D 07•O 001. 70.1 SN 72.8 6YT 618 NO 617 618 66b No 637 669 U.3 566 4).6 602 39.3 690 43.0 491 35.4 690 IN 29A 666 34.7 471 26.7 690 31.6 469 22.1 690 29.0 461 ••:••• •••••• F �COd{ O 108 In 49.7 466 60.1 421 41A 466 42.8 414 357 466 77.1 409 31.1 466 32.9 402 27.6 466 29.7 366 24.9 466 391 20.7 466 21.6 382 17.8 466 212 376 16.5 466 IDS 370 •• •• •1111. 45.8 Mt 16.7 100 38.2 Ni 39.J 793 32.7 661 31.1 317 26.6 441 30.2 366 26A Nf 27.2 376 22.9 111 372 19.1 441 21.6 366 16A 111 193 366 143 441 11.8 3S7 •••••• • W MUOte 36.3 318 36.9 314 30.2 318 31.0 339 25.] ]70 46.8 334 22.7 370 23.7 329 20.1 310 21.3 325 18.1 371 321 16.1 311 16.7 311 • • • � x � Y 166 1. 217 262 21.2 212 77.5 162 177 219 15.0 262 163 236 • • • • F- .7 •� 1111•• () Q • • • Q.. • 1�r�4•103 • . , o. TABLE 1 OB ANCHOR CAPACITY ADJUSTMENTT&MUM'. of AnchorCapachy Table(lbs) • • • E' ANCHOR CAP.,,,,,,,,,, c SuD31rMa 2711 GUrx1He 35k Cp1c. HalOa LMU f•ed CMU PT 04000 Mel• (DP,,,)X C )a ANCHOR CAP.,,, wily elw WP SS Ek &Ilr Eko YC 99 EIto N1D S1aa W 25teel N12 N. MULLION LAP.,,,,.,,.. AnchorCllp Patterns �hw�8 8'IF EIc°Ulrxm 1u'Ekoubuon ubacon ytr Elco UAncm WI•EkOUOnron A90�a 11tn9on Ag7lWor glow.(c�i)scr6w m soar" USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Oslarce 0n) 1• 2-Ur 1' 2-047 3t/r I' 1 2-047 T 2-lir r 3.119' 7 6.49' 0.04• 0324' CAPACITY REQUIRED'CORRESPONDING TO AN EmOednaa 1a1' iar tat' tat' r 1•a- 1.044' 14M' 1-044' t4M' 1-1/r r lar Iar roles ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchm @ 4.7r Nn O.C.I Slandad or 09se1 rUp 1Rp 1) a9D bs 390 bf 450 An 000 9n 1641 lbs 270M 2a011n 35,11M 740 ft 374 bf 664 Ars 946 to 3418n M2Ol 660 6s OPENING,WHEN IT IS LOWER THAN THE MULLION 4Am"s@1.WM1.O.aIstanae(oraver) 111927 410 On 700 b1 NIA WA IIIA u7A NNIS IIIA IUA uu 167 wA 692Ins NSM H21to CAPAgTY(FROMTHETABLE)OFTHESELECTED 4ArcMa@rMin.O.C.I(212.6An916CePS 1pig,3) 7000» 780 In, 69001 11160 Ite ON in 54010. NO to NIA 76o16s 74e b. 800 bs Imto 602bs 866 to limts MULLION.IT WILL YIELDAMINIMIRd ANCHOR 3ArKWm@0,511 Mb.O.C./UCBp.1et0.10r AMM ffW.4) NIA WA IIIA IUA lint IIIA IUA RIA IUA IIIA INA IgA IUA wA 950n CAPACITY WHICH MAY BE USED TO QUALIFY I Arclnr7 FCrp 610 6) 195 M 195 Rg 225 M 445 be 022 is i35bs 14D Oa 177 lbs 370103 197 bs 332 bf 473 ba 170,5. 221 t S 210 b1 ADDITIONAL ANCHOR OPTIONS FROM THE RODUCT RBVISIID 2 Anelna @ 1.1r Mln O.C7 F g. 240 IDS 350 M I IUA IUA RM NM IOD On IIIA IYA 1107 WA IUA 311 b. 412 M 060 be ANCHOR CAPACITY TABLE. ISS 6 Mgy'-b Ib0 Florida No O FIGURE I: FIGURE 2: TABLE NOTES: 1.250--1 • • •• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION• laml ade Product Cmltro ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111111177 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. ��\ NY LYNN FIGURE 3: \� ,`%7,0,..........,�C(�,,i: ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.25W CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ :• 660.58705 'x BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ' FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 824 .•.� / 2°I S;!a; BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE STATE OF 4Q Ll • 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND '•.•F<ORIO'.•' \?� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND AM.ALL i S ......... ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.824' � #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNIb WtteR,P.E. • FL P.E.#68705 TABLE 11A malon Capedty TaM9 pbefie) � € Opening V11d64(or Vedimb;PalW6n9 m1Non9)orOpenIng Height(4orhmuodelysp9nl9lig lm0iom) NN NM 7070 Kh KM 700E 17069 110in tNN 116%SA4 Trapridrq. Rr2an•ar Tnp/rda0. Racunplr Tnprtdr0. RactaguW TrpS'da0. RrNa•Ir Lp/RinO. iFd4ng16ar Twpttdrg. RadrquNr Tn9Rdang. R4clangdar Tr Lee," R�c14n" Truer 10a6nt Loading Lw6ng l.0afip Lading W&V L."m Laadee Laning UadGq La/Ng 1644070 U�q Ler?n0 U�d9q LwdW l.w&n0 x.eu Alun.Tube ,� $.. 3 a £,. �' $_ 3_ €,. a.. 3 .e_ . ,. �'.. �',. €.. £.. -f € €.. '.. ' Mullion a �a s �d $ g� m is �a as �a �� fa fa as �afato as J fad �a �e fa as asp �a fa 364 f r1a 12 in 170.0 MINA US 170.0 744 170.0 478 INA 469 170.0 696 170.0 892 170-0 619 17tH 1116 170.0 621 170.0 1240 170.0 621 170.0 NK INA 621 170.0 1736 10.0 S21 170.0 1983 170.0 521 J W 48In 10.0 769 104 6M INA KO 110.0 584 10.6 092 170.9 00 104 1133 10.0 861 170.0 1276 10.0 617 110.0 1417 170.0 686 110.0 176 170.0 tA0 OOA /867 10.0 886 10.0 2867 10.0 660 60AN 1n INA 711 1104 669 10.0 Me 170.0 631 170.0 ING 170.0 694 1760 1195 40.0 03 110.0 1345 INA 747 170.0 HK 10.0 769 1700 1793 110.0 169 170.0 2092 170.0 169 170.0 2311 104 769 � 1� N • • w Cn 64in 10.0 07 10.0 612 104 966 170.0 691 IMA 1116 110.0 761 104 1216 INA BK 170.0 U34 10.0 837 10.0 1591 170.0 BN 170.9 1913 10.0 Kt 170.0 2231 10.0 861 769.7 2103 lin-0 861 0•••• • • • _ 0 • y) Nin 10.0 KS 10.0 701 104 NQ 170.0 781 10.0 1240 170.0 171 110.0 1417 10.0 941 170.0 1591 10.0 9% 170.0 471 I70A, 1037 170.0 2126 10.0 1063 141.3 2163 170.9 1063 129.9 2169 IM.4 fOp • • • � � J pin 10-0 930 110.0 746 179.0 1116 170.0 ON 170.4 1702 170.0 940 170.0 18664 170.0 1015 170.0 1673 fin-0 1076 170.6 1159 170.0 1122 1669 206 170.0 1169 134.6 2060 170.0 1171 117-7 2069 770.0 flit •• • ••••• CL • S_ q KM 170.0 971 10.s 709 1700 1169 10.0 986 10.0 1%f 170.0 162 110.0 1661 110.0 1086 170.0 1753 10.0 106 170.6 1949 170.9 7210 113.0 1986 10-0 1275 122.6 1%6 110.9 1286 101.2 1969 10.0 1286 •••••0 •••• Z 0 • •' 72in 170.0 low INA 9t0 170.0 1216 110.0 tOK 10.0 MK 170A 1126 10A 176 170.0 /221 154.1 1734 170.0 1315 t3e.7 1rm 1694 1386 10.8 1734 166.8 1364 "A 177! INA 1362 86.7 1734 16.2 1362 0 J 0000•• • 3 7610 10.0 1122 170.0 937 110.0 1346 170.0 106 IN.6 1566 170.0 1209 117.0 1669 165.2 1286 131.1 1656 161.6 1265 111.9 1556 111.3 1251 69.3 1566 18.3 122! 86.2 1666 1223 1219 77.7 1656 121.2 /2W • 0000 0000 S ON 10.0 1161 10.0 697 10.0 1361 110.0 1116 INA 1477 1697 1216 136.4 1411 162-0 1221 121.2 1471 139.1 1206 109.1 1477 129.6 1191 90.1 1477 116.9 110 17.9 1177 118.0 t1N 69.2 1477 109.3 1169 • • • • F- N s- .- bin 692.0 1110 146.0 986 IIIA the 123.9 869 I .b 1110 107.9 951 86.9 the 96.3 9% 79.9 1110 17.6 822 77.0 1110 69.1 910 69.2 the 71.7 Ki 69.7 1110 86.6 tTt 70.1 1110 12.7 010 •••• •••• m O N Kin 117.0 W6 120.7 912 875 876 101.6 BN 83.6 976 90.3 702 77.2 975 78.6 BM 66.0 976 11.2 BIT 69.6 976 864 N/ 48.e 975 57.! 709 It.B 876 52.7 776 77.6 N6 19.3 761 •••••• • • Ia'- • O iKin 122 771 04A 686 685 771 70.7 646 6$1 771 61.3 674 61A 171 64.3 601 46.7 711 49.0 666 41.1 711 44.9. 647 3L3 777 38.9 632 29A 711 76.0 621 25.7 711 32.1 612 • • •••••• 0 � 111E 16.1 770 71.3 867 63.1 730 86.0 669 64.1 730 66.3 NO 473 730 /9-9 631 12.1 730 15.0 622 77.9 730 41.1 614 31.6 730 35.6 600 27.0 730 31.! 586 217 790 70.6 691 LA M 120In 69.9 624 61.0 669 47.9 624 51.2 SN 42.9 824 11.3 652 31.5 621 39.2 611 333 621 M.3 677 ]0.0 621 322 631 26.0 627 27.7 619 21.! 62! 21.6 699 107 ill 22.6 NI :90:0: • X N H 470 90 I"In 31.7 433 35-7 100 269 43] 294 386 21.1 17] 264 790 21.1 133 224 386 19.3 U] 0.0 301 11.] 173 187 )16 • •• •••••• d • � Z TABLE 11 B ANCHOR CAPACITY ADJUSTMENT t(pA • • ••• AnchorCepadly Teble(lb1) • • • ANCHORCAP.,,=,,,,, 3uOslmte 2.70 Cmcnie 3bK cmc. Hdbw CMU F•MCLIU PT Wo00 Lld• (DP„)X( )=ANCHOR CAP.,,. •• • 916•Elco i/a•ss FJc 916•Eleo yr SS aw 410 Sn9 012 sted 012 SW MULLION AnehorClp Patteml Anchor 1900 &16'Elco tM•cm v4•FA:obbOcm ULW- Sns•Eno IlAmm 14•rAcouBmem AgpeOam UWwm Aggfeft" scml(G6)ScreO(c5) scrw(c35) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdgedSIOM00164 is 2-VT 1• 1 2.12' 3.1/a• r 2•vr r 2-VL_ 2- 31I6' r o.1e• oar 0.32r CAPACITY REQUIRED'CORRESPONDINGTOAN Emeelne6 lair 1y1• x 1404• r 1-w• 1•w• 1-vr t-vr 1-1/4' 14144 r 7640• i-wr vow ACTUAL PRESSURE REQUIREMENT FOR THE 2 AI%i•Is B 4.72 Nn O.C./SWUKd mOtd CUP(R0.7) 390 b3 990 be 4590 WBBO bs 1644 bs 210101 200 Re 354 bs 740108 374 70 66104 916 lbs 341 ft /42 tS 66004 OPENING.WHEN IT IS LOWER THAN THE MULLION 4AMRM @ 1.16•Met O.C.T StWANd W aee)Ctp ffio.2) 46 Wu MDU NM IMA 11IA WA 36 In NM IgA IIA ILIA IMA 682106 565 ton 1120 bl CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhxs 4k31MW O.C./(2)2n5 Angle CIO ffip.93 7wbs 76 to 66 ba 158]Ifr 1098bs 540 be am bs NM 780 ma 748 bs S6 b0 10921s 682 Van SM b0 1121m Ml1LLION.IT WILL YIELD A MINIMUM ANCHOR 4Arctn0®O.St'Mh.O.C./UC9p,700.100'AML ffig.4 NIA WA NM IUA N/A NIA ILIA IW 170.0 NM ILIA 104 NIA IMA 1267 9n CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arc0r/FC1lp(ig 4 mim 195ee 225 ba 445064 822Itd 135109 140 Its 177m 370 me I"bs 331" 473ba 110" 221 bd 269 b4 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBYISM 2 AMMn 1.141AR O.0/FC9y(Ftp. 2/0 Ds 350 W0 NM IMA Nm IMA 19D ba NIA WA NM 170.0 IW 3/1106 4r2 W6 !%0 A>s ANCHOR CAPACITY TABLE. wpprotlWia7Mh�PIorWa was 1.250' Aooephomw FIGURE is FIGURE 2: TABLE NOTES: f2G • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION i Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\7711 i l l f I I I/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .`� 'Z`�'••GENS •(ee FIGURE 3: 3.94' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE '•,*�� CANGLE LIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ No.58705 = BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIMCATIONS.HOLLOW AND =_'O vo S IU GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL :��••. S FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 82,P �'� •'•.FCOR10�••••'0 • 6083-T5 AND BE A MINIMUM OF.100'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND -1 FS .045"THICK(18GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND AM.ALL /s/QNAL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /j I I I 1 l 1 i`i • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25•X 3.94•x.824' A.LYNN MILLER,P.E. LID- MULLION FL P.E.#58705 TABLE 124 Mullion Capacity Table sfie ® � Opening Width((orterecely-pa ngmugons)orOpening Height(for horlmnleyapamingmulfiols) 501. BON 70 In BOM 901. 9001. 12083 140 In 10k LL RmwWl•r Tr•0rta•r19• N•dredw Tt•On6enp. R-Unpdr TrM'Tnrr0. R•ctwouir T-01111". R•oNr10Ar 11.011-10• RulenWr lhp'IWns. RedrgWar I Twrivis o. fu-vwv TnWlae.O. R•W.PYr 7t.WiMn9• O 2x4x.25 Lo-Any (.oearo Loa0.0 Imng t"dkv to"Is I-&" L-ft L-doe (aeft L•sda0 (waft 1.4-ft LwAn9 Lutiog Lowng Loft 14"Alp o: Alum.Tub _ O fill,11 _ P d c7 d� �_ g " N u " z mto rLi m 42 In 170.0 62D 170.0 435 170.0 783 170.0 470 170.0 868 170.0 683 170.0 892 170.0 619 170.0 1116 170.0 021 170.0 12(0 170.0 521 170.011408$170.0 621 170.0 1736 170.0 621 170.0 1983 170.0 521 0 zi 1- 481. 1708 708 170.0 624 170.0 650 170.0 50. 170.0 980 170.0 630 170.0 1133 170.0 081 170.0 1275 170.0 877 170.0 1417 170.0 860 170.0 170D 170.0 00 170,0 1983 170.0 6110 170.0 2287 170.0 660 U! 50.6261. 170.0 747 170.0 583 170.0 08 170.0 831 170.0 1048 170.0 684 970.0 1195 170.0 723 170-0 1145 170.0 747 170.0 1494 470.0 756 170.0 1793 170.0 766 170.0 2092 170.0 768 170.0 -111-01 766 � a. y 581. 170.0 797 170.0 812 170.0 O0 170.0 001 170.0 ilia 170.0 764 170.0 Me 170.0 SM 170.0 1434 170.0 837 170.0 1594 170.0 80 170.0 191] 170.0 01 170.0 2231 170.0 061 170.0 2650 170.0 081 • • BO N 170.0 (185 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 9H t70.0 1504 170.0 NO 170.0 1711 ,170.0 1013 170.0 2125 170.0 1063 170.0 2479 170.9 1083 180.8 28M 170.0 1083 : ••• • 0an 63 In 170.0 970 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 J111.81398 1.88 170.0 1015 170.0 1673 170.8 1076 170.0 1859 170.0 1122 170.0 7211 170.0 1189 168.7 2553 170.0 1171 145.9 2557 170.0 1171 ~ J •• • •••• • 88 In 170.0 974 170.0 789 170.0 1160 170.0 00 170.0 1364 170.0 1650 170.0 100 I70.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2336 170.0 1275 161.$ 2437 170.8 1288 112.0 2437 170.0 1208 000000• q •••••• •••• Z •" 7283 170.0 1063 170.0 078 170.0 1275 170.0 1009 170.0 146$1170.0 1700 170.0 1228 170.0 1913 170.0 late 170.0 2125 170.0 1367 145.8 2104 170.0 140 124.0 2164 170.0 1520 100.2 2164 170.0 1530 • >± 76M 170.0 1122E 170.0 837 170.0 1348 170.0 100 170.0 1570 170.0 .0 1704 J70.o 1322 %&1 190 170.0 1421 1408 190 170.0 16% 123.0 190 161.0 150 183.1 tM0 154.015oe 924 1966 152-7 IMI •••••• • j n nein 170.0 1151 170.0 837 170.0 1351 110.0 fife 110.0 1011 170.0 .0 1642 170.0 1359 162.7 1661 1700 1474 137A 1661 163.1 16110 1148 1081 147.3 1473 982 1831 104 1459 We Joel 137.0 1454 •••• •••• • • • • F J 083 170.0 1328 170.6 /11. 149.1 1383 150.0 1219 127.a 1398 10.0 .8 106 121.3 1179 99.4 1398 110.2 1162 Bae 106 101.6 1147 74.6 1398 895 1122 G&A 105 62.7 1105 55.9 130 78.9 100 •••• •••• ZON 147A 1220 151.6 Me 122.9 1226 127.8 1079 108.8 1229 111.2 1220 984 1044 61.9 1229 08 100 73.7 1220 02.4 1018 61.4 1229 722 03 527 1229 66.0 977 46.1 1229 6Li 07 •••••661. JMA W1 104 en 86.1 871 80.0 86274.0971 772 7 971 68.4 637 57.5 Wt 61.8 826 61.8 971 668 815 43.1 971 494 70 37.0 971 4{.0 702 124 971 408 771 • • ••••••••111 M 95.4 919 97.3 832 79.5 919 814 018 0.1 919 704 9 624 784 63.0 919 0.7 704 77.7 919 fi18 771 39.7 019 83.8 760 74.1 919 40.2 742 20.8 918 17.1 172 lL X 1201. 76.6 70 78.0 710 62.9 70 645 706 534 70 554 095 47.2 70 494 db 41.9 766 444 677 37.7 70 40.5 666 11-(1 70 14.9 663 27.0 766 31.0 641 23.8 788 284 831 :••:•: • U e! Z (n 14483 43.7 648 142 504 30.4 516 174 40 112 618 3fA Kl 27.3 618 282 40 244 648 26.1 479 2i-0 618 -224 47{ 10.2 648 10.6 461 16.8 616 172 466 11.7 646 10.6 1.6 • • • • HCyJ •••••• Q , TABLE 126 ANCHOR CAPACITY ADJl1STMEN O • d 'p•- AnchorCapadty Tableabs) ANCHOR CAP.,,,,,,,,, • ••• � &"wa 2.76 OWMte 568 Cmc. H050wa.lU Filed CMU PTWood Mel• PP-)X( )=A"OR CAP... • • • X MULL10,2; ON CAP.,,,,,,.,, 616 Elco yr ss Eb 616 FJrO yr SS Fxo 6xi SIa9 83261-0. 812 8-1 •• • AnchorCNp Patterns AnchwTpa YI6 E1coul•cm ur Elcouarocm umxon yt6 Elco Ulrcm yr EkoUancm �eGdw UK- AgWeGsla SC ((35)Sem(G5) Scrm P5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge asmr on) 1• 2-172• 1• 2-Ur 3-175• t• 2-VT t• 2-vr 7 Sire• 7 0.46• 0-w 0.32r CAPAgTY REQUIRED'CORRESPONDING TO AN Emeeonaain) 1383• 1a�4• 1-NA' lair r t-ve• 1-vr 1-u4• 1-vr 1.114• t-Iw 7 169• 10.6• yams ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctors 09476 Man O.C.I Steda0 aO9tN CIO(FN 832) 900 bs 3w is 450 bs 00 Its 16449. 2To bt 20106 354 an 740106 3741bs 681 w0. 06 Its 311In 442.6 5609. OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amh-Q2.6Yt4NO.QlStenet0(4r Omd)CIPg49.31 74D 911 74066 63D Ws 1465 bs I4'41In N/A MRS NIA 695lbs IUA Mee IVA m2bs eM ros 1120 be CAPAGTY(FROM THE TABLE)OF THE SELECTED 6 Arclars 01.71-MM O.Q I Sladud for ONAQCIp$i94) 0859» 758 an Imes IIIA IIIA 705 on N/A 70106 NIA ILA ILA 1022 Its 132706 166ow MULLION.IT WILL YIELDAMNIMUM ANCHOR {Arcron Q 9'GM.O.C./ ace AtvleCBq/IFl9 6) 760 an 7 680 bs 15096 tees lbs 581 bd IUA 70156 745 983 6BO Ibt 109 b6 020.1 8661. fiat. CAPACITY WHICH MAY BE USED TO QUALIFY BArxMrs Q 3'GN.O.C./(2)2c6Arpla I lFlC 117053 1170m; taco los 2310 66 2644 an a 8b ea A 1140 bs 11x2106 1820 an 2895 bs 1022706 16270.6 1683 b6 ADDITIONAL ANCHOR OPTIONS FROM THE 3AnCIroaQ1.3P GN.O.C./UCIp,1.10.126 Num.ptiy 7) II/A ILA N/A IIA It/A NM IUA �LMA WA NIA IUA IYA NM IUA zz ANCHOR CAPACITY TABLE MaODUCTRBVISBD 6An2Mn 00.64•MN.O.C./UC4,Wo.126 Abttr.ft 6) NIA IDA N/A WA IIIA IIIA ILA WA IIIA ILA WA NIA IUA 21 bs2Anc1•nQ260'MinO.CJFC9Pn O) 370911 3700.6 316106 75916 7125 NA 283 as 3181bs IIA 440 be tUA 311106 4420.0 560103 Buliding Cbde 3AMW2 1.71•MIL(.QI F{7 .1 549 b3 52510. NO Ib3 67316 HA HIA 959106 IIA 30106 NA ILA IUA 611 bs 664 bb 64o to 905p(Bllco NO �•O NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Orta CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. _ FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: 2.000" land d9 Product Controlj I� - • • • • • • • TABLE NOTES: Ati1111IIli// • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SFS SHEETS 2d FOR OC1........... GENERAL INSTALLATION METHODS. '��,•' tCENSF '•.F� FIGURE 5: FIGURE 6: 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE -� • • • • ) .250" 4.000' No.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN _ - • • • • • • THE FIELDLOCAFOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE f - S ATE FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE 0.10 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '�T • a • •• • • (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. (ORR?• (FIGURES 560 ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF.125•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 445"THICK(18 2'X 4"X.25"MULLION '/�.SS��(V a MUST BE USED 1 ` N PAIRS GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN/MILLER,P.E. • •• • • THREADS BEYOND THE MATERIAL.#t0&#12 ANCHORS INTO WOOD BE STEEL, S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A Mullion Capacity Table sfie) Opening WkMfor vetgc•Napw"rg )or Opening Hight(for hodzwto!yVarwingrlxd#") � 601n win 70 In doh go In !Odin 1201n 14011 too in ReaWpe- TreWTft•. Reda19r4•r Trwramw Radar•4er Tr.pl0lenp. R•darplx TmWaYna. Red-wer Rwnd- . ReaMrollr TreWRWq. T/•oadnq RLaking r TI•9/riro. Red•r19t• Tr•Wnl••o• Ilk 2x6x.26 Lo•diro We•ro LaWro L•iq LaeftLoedro Leong Loaft Loaft Lo.iqUoaaro 1mdrV Lo.Qn9 LoeiW La.aro iS Cl)Alum.Tube Iftiflon C-4 13 Go Z 42 in 170.0 020 170.0 435 170.0 705 170A 476 170A 066 170.01 500 170.0 092 170.0 510 170.0 1110 170.0 62t 170.0 1240117MOI 521 170.0 146 170.0 521 170.0 1735 170.0 621 170.0 IM 17¢0 521 48 in 170.0 1 708 1 170.0 624 170.01 650 170.0 661 170.0 902 170.0 030 170.0 1133 1170.0 001 170.0 1275 170.0 077 170.0 1417 170.0 000 170.0 1700 170,0 000 170.0 1063 170.0 060 170.0 2207 170.0 NO 90.026 i1 170.0747 170.0 503 170.0 8% 170.0 031 170A 1040 170.0 004 170.0 11% 170.0 723 170.0 1345 170.0 747 170.0 1494 17¢0 759 170.0 17% 170.0 756 170.0 2092 170.0 766 1704 2391 170.0 756 (/7 641n 170.0 797 170.0 612 t70.01 056 170.0 091 170.0 1110 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170A 1594 't70.0 a% 170A 1913 170.0 %1 170.0 2211 170.0 WI 170.0 2530 170.0 MI •••••• W m %N 170.0 065 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 070 170.0 1417 170.0 944 170.0 1694 170.0 m 170.0 1771 .Vim) 1033 170.0 2125 17¢0 1053 170.0 2470 170.0 1053 170.0 2833 170.0 1083 0•0 • tO • i 631n 170.0 030 170.0 745 170.0 1116 170.0 050 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1573 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1105 1170.0 26M 170.0 1171 170.0 2975 17¢0 1171 •• 4, •••• � 0 as 241 I70A 07! 170.0 169 170.0 7100 170.0 903 170.0 1361 170.0 1002 170.0 1556 17¢0 70% 170.0 1753 170.0 1155 170.0 1946 170.0 t210 170.0 2336 170.0 1275 170.0 2727 170.0 1266 170.0 3117 170.0 1288 •••••• •••• Z •� MN 170.0 1063 170,0 676 170.0 1275 170.0 1900 170.0 1466 170.0 1120 170.0 1790 170.0 1228 170.0 t913 t70.0 1315 170.0 2125 170.0 1367 170.0 2650 170.0 14% IMA 2975 170.0 1929F27 170.0 1530 • •••••• • :3 1491 7691 170.01122 17¢0 037 170.0 1310 170.0 1090 170.01570 170.0 1201 170.9 1794 170.0 1372 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 I= 170.0 3140 170A 1004 170.0 1705 0000 •••• d Z TO In 170.0 1161 170.0 987 170.0 1351 170.0 1116 770.0 1611 170.0 12% 170.0 1842 170.0 1389 110.0 2072 170.0 1474 170.0 2302 170.0 1664 170.0 2103 170.0 17% 170.0 3223 170.0 1777 170.0 17% *Goes*• • • J •••• •••• %h 170.01328 17¢0 tttl 170.016W 170.0 1920 170.0 1699 17¢0 14% 770.0 2125 170.0 7653 170.0 2391 170.0 1793 170.0 2850 110.0 1916 170.0 31% 170.0 2125 156.0 3419 170.0 ?273 170.0 2301 ZQ 7 �6- 170 - 170.0 1417 170.0 1232 170.0 1705 170.0 1431 170.0 1963 170.0 1822 170.0 2207 770.0 1791 170.0 2550 170.0 1978 170.0 2873 17¢0 20% 160.0 31% 170.0 2330 137.1 81% 168.0 2470 158.1 2128fp100 h 170.01694 170.0 1409 170.0 1013 170.0 1647 170.0 2231 170.0 1670 105.0 2550 170.0 2078 1640 2761 170.0 2271 148.3 2781 161.0 2331 123A 2781 *M61 2781 125.0 22MU 118.0 21% •• •• • 4 III in 170.0 1830 17¢0 14M 170A low 170.0 1700 170.0 2293 170.0 IOU 170.0 2021 170.0 2149 151.6 2032 162.3 2245 130A 2032 148.4 2216 113.8 2832 2672 115.1 2120 854 2032 1067 20% •••••• • •Y Y 1206 170.0 1771 170.0 15% 170.0 2126 170.0 1859 151.4 ?252 15¢9 1991 135.1 2252 141.0 f%4 120.1 2252 127] I. 1%.1 2252 11¢1 1910 00.1 2252 2252 %.0 1836 07.0 7252 81.4 18% (.714161 125.1 15!14 176.0 2445 104.3 1504 1 .1 142524.1 1561 017 1407 70.2 1361 80.7 13{10 05.5 1584 72.3 1371 82.8 1564 65.7 1351 52.1 1564 1564 49.2 1305 %.1 15!11 24.4 12.07 •••••• Q N TABLE 13800) • • •• ••• 4 N-0 ANCHOR CAPACITY ADJUSTMEN*F� 111 � dT'y Anchor Ce acl Table lbs ANCIiORCAP. • • • S1bd•Ix 2.76 Corrals 3.51 caw HoaOnCMU F•a CMU PT Wood Metal (DP)X( )=ANCHOR CAP.,,,, 6416•f:ko It- Eko 9116•Eloo -S0 Eko 610 Sbd 012 Sted 6/2814 MULLION C'�-••0•'•" Anchor Clip Pattems And•r7Y� 6412 EW IMbeeon 1H•Ebo IalreOan ull o ala•Eko Ultram Ira•Eko Inraal Ap•Kie1.r Unr.eon Ap2aGalor 864 075)Oorm•(05) 8a (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdOe Cala•e WN: 1• 2-tir 1• 244 3-Ur 1• 2.05• t• 2.1/2• r 3-Sir r 0.46• kw 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN E•bednent on7 I-1W fav I.3ww I-w r 1-v4' 1.124• 1-v4' 1.124• 1•UP 64105• r lalr far/• wM. ACTUAL PRESSURE REQUIREMENT FOR THE fA-n 1.@4.7rMb.O.C.lSlendwdwCOW Clip(Fl0.182k 3901. 3901. 4501. 69015. 16441. 21011. 29015. 0541. 7409. 37411• %4160 9401. 3411. MIM 5601. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amos @ 4.68'Mh O.C'./StenOW WDWI)CIP ft Sr 7801- 7901. goo 1. 17901. 3232 964 5401. 56011. 7%92 14801. 7"Ib. 12721. "a 1. 682 a 895 lb. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 8AwAm61.71•Mh O.C.l Sbnd•d(erO4eU CIO 0.V.47 1180Ib6 14901b. 10101. 260.9164 WA WA MIM WA 1055 VA WA WA WA 13031. 17701. 22401. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AWM @ Y Mx O.C.I R)2XSA-*tape I M 53 7801. M b1. 6401. 156016. 18%1. 54016. 5%Or WA 780 b. 7481. 860lbs 1892 lbs %2 b. 8851. 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anch=@ r Mn O.C./(2)2,5 Aral.Caps I(FUO.Or. 15W I- 1500 bs 1360 M. 31201. 37921. 10801. 11281. WA 15201be MOS r. 1760105 37841. 13831. 1770 be 2&o be ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anda• 1.5•Mn.O.C.I(2)2x5 Arole CRw 1120.7): IM Go 21001. 14401. 37801. WA WA 1320 b. WA IM01b. WA WA WA 20451. 28511. 33601. ANCHOR CAPACITY TABLE. RODUCTREVISED 4 AMMM 1111.34-Mb.O.0 I LO OP,bto.126•Alan.(FV.8): WA WA WA WA WA 194 WA WA WA WA WA WA WA WA 14301. mn*Mg w6h tb0 PI6410aM 8 Awth @0.84•Mb.O.0 I UD6.•ec.126•AYen.0.V.9I: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 26511. 1--2.000•--1 �� ��'�O 2 Arroha.04.88'Mh O.0/F•CFp Fi9•f0 3901. 3901. 4501. 8901. 18181. 2701. 280lba 3541. 7401. 374Th 838164 %61. 34108 44'210. 5601. 240 4 Anhm 01.71•Mn.O.CI FCFP FV.IIX 5901. 700 M. W5 170615. is WA 4701bf WA 5336. WA .WA WA 0521. 88516. 11201. DatO 250' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: Alaml fade Product Cont. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • 8.000' • • • • • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =sq; 240.58705 _ ' 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS ANGLE ''O•' ON 1[/ CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT•FILLED )3 S ,� (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED �;�,t� FLO(z70P•• C�� AHOUNEPAIRS 6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SWALL BE 6063-T6 AND BE A MINIMUM OF.125 �UMSEEDD INN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045THICK(18 GAUGE).STRUCTURAL STEEL TO '�/,�510'124tA�;BE AT LEAST.125'THICK AND A3&ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW Y X W X.26' A.LYNi�MILLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. MULLION FL P.E. 58705 TABLE 14A Mullion Capacity Table lbolle Opening Width(br%oftelyipeminpmUNon9)orOpeningHelght(lorhod Fy-9p•IWngnfilons) � 601n 0D 1. 701n 001n 901n 100 in 12010 1401n 1601n Reolr•da TaWTdm9. R4dapear TractugWr TrepRd&-& Reda•IMr T"fdang Reolaroela T wTdw•• Redaroda W T.Wda1Y Redry Twnwm. Rechrodr T•Mdaro• Rederoda Tap7Tda•_ s li pTOAW Re 1.28"x 2.11" LeMa• Loa*o Ladro 14edIr19 L-ft Loaaro L_2- Ladh9 Loe" Lam• Looft Laaro Ladle• wdlro LoadBg Loadro Looft Looft ox i� xT b Mulln � a � 11.1 1111 1 '] z � gin 14421 520 167.01 428 1202 S28 740.9 419 101.0 S28 13U 414 901 526 1134.8 411 gal We 134.1 411 721 608 11134.1 411 80.1 518 134.1 411 51.6 526 134.1 411 45.1 WS 134.1 411 48 in 908 /03 700.0 333 80.6 103 94.7 725 89.0 403 88.4 920 50.4 403 81.1 317 63.7 103 79.1 816 40.3 /03 70.8 31/ 40.3 443 78.8 31/ 34.5 403 780 9H 30.2 403 70.8 914 60.8252- 823 362 91.0 301 08.8 382 78.3 284 SKIT 382 71.9 289 51.5 332 87.2 208 45.7 382 048 284 41.2 302 X63.8 283 34.3 382 63.6 283 204 962 636 283 20.7 382 816 283 • • N 64 N 87.0 310 74.1 287 We 318 842 287 485 316 61.7 256 424It3l,'7,3 37.7 318 We 250 319 318 49.6 249 28.3 3H 49.1 248 211 318 49.1 240 21.2 316 49.1 218 :**Goo W O O • • 0° • TTrnn 5 00 in 49.5 288 5&1 219 41.2 258 4S7 214 3S9 266 407 210 3.97 27.5 260 349 204 24.7 268 .314 203 20A 255 322 201 17.7 258 322 201 1&5 260 322 201 • 0 • 1-- (O J J Win 427 234 45.6 200 Me 234 381 195 906 234 34.7 192 2o 4E 6.769 237 234 291 180 21.4 274 280 184 17.8 234 288 107 15.3 734 28.5 183 1&4 234 28.5 163 • ••••• (L •001n 972 213 984 183 31.0 213 93T 179 28.6 213 20.8 178 23.273 208 217 2S1 770 10.8 2I3 237 189 75.6 273 TL2 78T 13.3 213 220 1B8 11.8 213 220 188 •••:•• •••• Z • - 72M 288 179 90.1 155 23.9 179 258 152 204 178 22.6 149 17.917 1S9243 161 25.4 110 10.3 181 218 13717.4 181 10.0 135 78233 •••• •••• _ Min 226 162 23.6 133 as 162 189 131 181 162 17.6 128 • • • O 7 •••• •••• F= c TABLE 14B ANCHOR CAPACITY ADJUSTMENT LQ' Anchor Cepeclly Table b9 ANCHOR CAP. _ rho •••j F •c o 37es0alr 27k COMM& 9.9c Care. Haar CMU FBM CIAI PTWood Lidd (DP)X( )-•'`���'"-^ • .- • 6H6•Eko 1r4-SS E"511W Eko V4•SS Eko BW Stud tl123aei tl1231�1 W N Amhor ivw e'16•Ekoumon 114-Elcoumon 9n6•EkoWwcon tq•Eko UIWKw AnehorCap Patternsu9rem AppeOdar unmanA99reOdar scraw(C6)Scrca(2-5) s(aw(c5) USE THIS FORMULA TO OBTAIN TYr•" • of 4!C Y Edge Cinance ft t• 2-ta r ata sue• 1• 2-142• t• I 2-12- 2• 3-V6• r oar om, 0.321' CAPACITY REQUIRED"CORRESPONDING TOdW m tp Emhemrenf IM 1.44• taN• 1ar4- 1ar4• 7 f-V4- t-V/• 1.1M 1-W t-W' 1.144• r 1�6• tape• tares ACTUAL PRESSURE REQUIREMERr FOR THE • • V OPENING,WHEN IT IS LOWER T THE ULLION •••••• O O /AIkMn 3'MM.O.C./ 2(5Arole /(F74 1) 7808e 780 ars 660106 1560 a>s 1696 tre 2-40 lea 560•s WA 760 as 740 9n 860 1892 Cs 891 bs 685•e 149012- Q.. CAPACITY(FROM THE TABLE)OF HE S�TED • MULLION.IT WILL YIELD A MINIM 0 • ••• CAPACITY WHICH MAY BE USED TO QUALIFY • • • ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. F.-1 268•--I 41I)WIlsg with the Florida SFE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I u0dleg OSde 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE pf pkompm , O FIGURE 1: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118• Inmf Redact Confml FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \711\I I I 117 7j� ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125• ,...., CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED \, 447<< YELLOW SOUTHERN PINE WITH AN SG OF 0.55 .ALUMINUM SHALL BE 8063•T5 AND BE A MINIMUM OF.125 �..'' 7?CENSF •.F� .i THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 7.28•X 2.11'X.125 MULLION No.58705 ' LEAST.725"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ THE MATERIAL./10&812 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ p %0� _ AA E ''7111 a 1177`�� A.LYNN MILLER,P.E. FL P.EJ 58705 TABLE 15A • Mullion Capacity Table(Ibeflt2) � Opening Width porverBca*sparring-A-)or Opening Height(for ung lmi6orle) SDn eon 7089Mn 90% 160IN lion HOW ISDNCs o tMeMit9uhr na97TA.Q. RoeMnplW 7taWMrq- RoetrpAr Tep7lM.V. R.I. r TnWMr•. Rectan•6r naW444n0- RarWQWW Twivni 4. R"w ulr TraWrdr•• PA"1 dr TroplTdan9. Reo4allPdr Trepe7derq. 5.26"30 L."M W-ft Lardy Los6g L"ft Loading L"ft Loadn9 LooM9 Low.0 LaWn9 Load'e01 Losing Ladn9 Ladino Loadn9 LOWN INaam pie DEG.AL BAYMULL 15 CD -.591%hl z o � 42 n 170.0 620 170.0 475 170.0 744 170.0 478 170.0 600 170.0 006 110.0 992 170.0 619 170.0 1110 170.0 521 170.01 1240 '170.0 521 170.0 1 14881 170.0 MI 170.01 1733 1170.0 621 149.11 1740 170.0 521 J w 45 In 170.0 706 170.0 1 524 170.0 BSO 170.0 581 1170.0 900 170.0 670 170.0 1133 170.0 581 170.0 1276 170.0 6n 170.0 1 1417 170.0 580 1522 1622 170.0 080 130.0 1622 170,0 060 114.2 1522 1170.0 680 � _ • • K N 50.02510 170.0 747 1700 563 170.0 808 170A 631 170.0 IOMM 170.0 604 170.0 1195 170.0 723 170.0 1315 170.0 747 104.2 1417 170.0 7W 136.9 1443 170.0 758 117.3 1413 170.0 756 102.5 1443 170.0 768 •••••• w O 0 041. 170.0 707 170.0 612 170.0 906 170.0 691 170.0 Ilia 170.0 764 170.0 1275 170.0 807 t60.4 1353 170.0 637 144.3 1753 170.0 656 120.3 1S7 170.0 651 101.11 1553 170.0 801 902 195] 170.0 861 • • • • 0 60 n 170.0 663 170.0 701 170.9 1063 170.0 797 187.0 1216 170.0 676 146.1 1218 170.0 944 12.09 1216 IWO 908 116.9 1216 IS21 VA 97.4 1216 140.1 913 83A 1216 146.1 913 7&1 1218 146.1 913 •••• • •••• 1"' m • J 63n 170.0 ON 170.0 746 170.0 1116 170.0 MO 150.2 1150 166.6 SSS 13IA 1150 15.00 914 110.6 1150 141.9 898 105.1 1160 189.2 aB5 870 1140 128.7 671 76.1 1150 128.2 610 05.7 1100 1282 670 f • � Q •••••• •••• Z "!0 SOW 170.0 974 170.0 7M 152.4 1040 165.8 881 130.6 1048 148.8 884 114.5 1010 133.1 O50 101.8 1016 12&4 8:19 91.4 1046 116.6 830 76.2 1048 109.4 021 65-3 1046 1092 816 57.1 1046 100.2 616 0*09*0• 7210 140.0 OM 147.9 754 117.4 800 126.0 740 100.8 680 110.8 731 80.0 no 100.0 722 762 NO 920 712 70.4 889 98.2 107 56.7 600 79.2 093 503 6M Me an 44.0 6M 760 ON � J 7010 119.7 789 12.01 MO We 790 105.4 676[27.5 790 57.3 667 740 7M 07.9 652 06.5 700 760 643 89.9 790 71.7 530 490 790 89.1 614 4x.8 790 62.1 619 57.4 TM 61.5 617 0009 •••• ' • • • • } s 70 n IfOA 750 116.0 $57 92.3 700 90.1 844 760 OU 672 89.2 789 10.1 021 61.5 750 70.6 612 65.4 W496 0.2 750 MA 504 39.6 750 562 586 34.6 750 55.5 586 •••• •••• Z O M n 72.1 663 71.4 Soo 61.1 563 8x.9 491 653 540 463 45.1 583 48.9 475 40.1 083 44.4 464 36.1 OA 504 30.2 452 25.6 5 3 3331 445 22.6 563 Jt,0 142 •••••• • • m G 96 n 59A 495 61.1 447 49.0 495 510 435 495 44.6 427 37.1 405 39.9 421 3&0 495 ]6.1 415 29.7 10 496 29.1 400 21.2 495 26A 394 1&$ 404 250 390 •••e•• N18910 41.7 391 420 353 89.8 991 89.0 SN 181 31.1 992 281 391 270 397 27.2 391 9 333 20.9 7.1 391 19.7 921 UA 991 170 716 fe••ff • W11110 30.4 370 39.2 335 32.0 170 77.0 330 370 26.8 32S 24.0 370 251 320 210 370 220 316 19.2 60 370 18.1 SOS • • • V Q ' 120 h 30.4 ]11 30.9 269 251 317 280 281 711 220 189 19.0 317 19.9 270 10.9 317 170 273 • • • • •> 144 N 170 220 17.0 703 • 000 ::00:0 TABLE 15B ANCHOR CAPACITY ADJUSTMENT"MULA: • ••• AnehorCape 04tv Table b9 ANCHORCAP.,,w,,- • • • � � -3 subetrete: 2.7k Ca1ele 7.Sk Cas Holm Chill FIRM CMU PT Wood BMW (Df-)X( >=ANCHOR CAP.,.. S18'Ek:o 111'83 Eko 5118'Elco 1N'89 Ek:o NIO 81461 N12 8168 Nit 61ld MULLION CAP.,,o,,,", Anchor C2pPatterns 0' yHOowka°°a IN'ElooUkaea 116'Ek:olNkacon 1!1'EkoUbooa Ub'Ean A*88 Eb fW El A9 SS EI* al0 f ied 6128 ma seww) USE THIS FORMULA TO OBTAIN THEANCHOR Edge MINN ank t• 1 2-Vr I• 2.w, 3-ur t' 2471' 1• 242' r 3-IM r 0.16• CAPACITY REQUIRED'CORRESPONDING TO AN Erebedrera ink taN' talo• t-SN• faN• r 1.1N• t-u4• t-tH• t•u4• t-tN• 1-u4• r tart ACTUAL PRESSl1RE REQUIREMENT FOR THE x.01006610®5'MnO.G/(112a3ArgM C9W I(R0.lk 390 0• 99598 450 0• 890 bs 170018 2709u 2001 354lbe 740 bo 374lbs Mbo 916bs 341•aOPENING,WHEN R IS LOWER THAN THE MULLION 4.01006010®3.5'a9n.O.C.!(2)x65 Al"CQM 76x0.2k 780 0a 789 bs 79016] 1870 as 258 b. 610 6p 589101 WA 1120be 740lb$ Sao b. 1892882010 �3�1-n CAPACITY(FROM THE TABLE)OF THE SELECTED 9 Lbs ttm la 058ISD 2246tw x2s4 is WA 810 ba WA tos9a• WA tam- SDA 10221es MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODUCT RIIVISLD ANCHOR CAPACITY TABLE. a18tp1yn6 wish the P FIGURE I: uldlogC �i{_� TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I.. Cohwl FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 01111111". 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125" \��� ON�.LYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. a 30' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I �a�� • CEN '�� ��: IMF',•'• U SF '•.�•P � '' N0.58705 '•7r � 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROU3.250'T-FB.LED _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ 411/s �YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125" �- UTHICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30.BAY T ; (fj LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ;O •.• : THE MATERIAL 1110&612 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. � � '•.F<oRIOP•.•' ��`� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �ONAI. A.L"'MILL R\\P.E. FL P.EJ158705 TABLE 16A +� Mu1Non Capacity Table NR' Opening Width(for y-9ponri mtfiore)orOpening H91pM(forhori2o llyeparvi milons) � 1401n 151. O 51. 5k 701. 51. M1. 1641. 12010 �bm+ Re1W9r TnOrtdrg. RMdr WTn . RshparapT4pReepR4r•• Radapdr Re4tondr TOWN". Rmr 7re • Reatarodr Trlp4amdnro0. ..,m wdLdas Ldw Lowg 4am Lowig Loadnp Loadn9 Lo"m 726"46 • te • Lmdro L Lmd BAY MULL �Ys o II I 1 11 Ill 11 1 1 � 1 1 1111111 I� g 1 1 N s o 42h 170.0 820 170.0 435 170.0 744 170.8 479 170.0 808 1 t70A 508 170.0 642 1170.0 519 170.0 1116 170.0 1 521 170.0 1210 170.0 521 170.01 1408 178.8 521 170.0 1135 170A 521 180.3 1871 170.0 621 J W 4$h 170.0 708 170.0 524 170.0 850 170A 581 170.0 002 170.0 810 170.0 1133 170.0 081 170.01 1275 170.8 097 170.0 %17 ;170.0 880 IU71 t037 170.0 610 140.3 1037 170.0 880 122.8 1837 170.0 800 N 50.0251. 170.0 747 170.0 603 170.0 HB 170.8 031 170.0 1048 170.8 664 170.0 1195 170.0 723 170.0 1345 170.8 747 170.8 1494 '170.0 756 147.1 1552 170.0 759 12641 IMM 170.0 750 1144 1552[ 170.0 758 • • �� � •••a• W O 64 h 170.0 707 170.0 612 170.0 956 170.8 891 170.0 1118 1700 764 170.0 1275 170.0 803 170.0 1434 170,0 037 166.2 1455 170.0 858 120.3 1455 17CO 881 110-8 145511170-0 801 070 145 170.8 881 0 • 0 � 9j • 80 h t7o.0 a5 170.0 701 170.0 1083 170.0 707 170.0 1210 170.0 578 167.1 1300 170.0 944 139.7 1309 170.0 998 125.7 1309 1635 994 104.8 1300 157.1 982 M-8 1309 157.1 06! 760 1300 157.1 962 •••• • •••• ~ U t0 • J 831. 170.01 000 170.8 745 170,01 1116 170,0 850 1629 1247 170.0 940 1423 1247 764.6 95 120.7 1247 162E 05 tt4A 1247 144.3 952 050 1247 136.2 938 61A 1247 135.7 935 710 1247 135.7 035 •00000 ••••• n 0- • - � 06h 170.0 074 170.0 780 170.0 1109 170.0 000 140.4 1100 18.87 95 120.9 1190 147.8 915 115.8 1190 1301 928 1039 1100 128.4 914 5-8 1190 119.5 808 742 1190 118.1 893 040 1190 1141 M3 • ? •80.00 2 3 721. 161A 1010 189.6 877 134.7 1010 144.6 850 1154 1010 1272 642 101.0 1010 114.7 809 80.8 1010 150 817 64.8 1010 no MI 672 1010 90.9 795 57.7 1010 87.8 7M 641 1010 67.7 789 J • 7e In 117.4 006 1643.8 792 114.5 95 122.0 775 64.1 95 107.1 781 5.9 906 642 749 78.1 900 642 738 81.7 85 82.1 729 ST-8 646 74.7 718 49.1 900 71.2 710 42.0 95 700 75 •••• •••• J • • • • Q } r i 78 h 127.1 1161 1321 754 15.9 801 1 US 731 M-8 51 08.8 725 700 51 865 713 70A 641 81.0 703 all 51 75A 894 530 861 5.1 081 450 51 64.5 875 39.7 681 5.7 872 **so •••• Z M h 82.7 646 5.4 574 5.9 048 721 SM 50.1 M MA 554 61.7 60 56.1 545 400 846 50.9 537 41.4 648 47.0 S30 34.5 846 41.8 519 20.5 846 382 511 250 646 31.5 57 641:04: • • m N 4 H W O 5 h 66.2 666 70.1 65 50.11 55 60.1 464 447 *32.$ m 588 458 403 375 55 41.4 476 34.1 566 351 470 244 55 330 459 74.3 55 Me 452 21.3 508 211.7 447 0• •• :••••• � W "4 151. 470 419 480 45 64.9 449 412 364 342 649 31.7 387 24A 449 64.0 342 23.9 449 241 377 20.0 449 22.7 388 17.1 449 20.4 301 15-0 440 10.0 35 8888•• • W Y 1111n 44.1 426 45.0 385 348 4ffi 37.9 379 311 42b 20.1 367 2{.5 426 20.2 382 22.1 425 24.0 358 180 425 20.7 50 160 426180 343120 h 34.9 304 161 331 20.1 364 20.6 326 24A 364 22.0 317 190 384 203 313 17.6 364 640.7 308 • • •••••• U 7 O Q 164 In 20.2 253 20A 233 10.$ 253 17.1 230 1 ••• • a N TABLE 16B ANCHOR CAPACITY ADJUSTMENT PbAMULA • ••• •- AnchorCa acItyTablellbel OP_)X`MULLONCAP.ICHOR f,.°.�aAN R -� 8ab.WW 2.7k Cmaawe 3.5k Cont. Hollow CMU Tied CMU PT Wand Molal 3I1B•El= 1/P 88 Eko 5118•El.. 114'SS Eko 910 8red 012 Steel 812 Steal Anchor CNp Paltem9 Anchor Type: Lt6•Eko UhaOn 114"Ebo Urecm IMt- 3/18'Mi U11-m tN•S.un- I.O r ulreeon Aog(*MW Screw(35)8o 0357 Sam',(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge gewwe(1.k r 2-1rz• t• 2arr >-tre• r 2-1rr t' a1rz' r svr r 0.4r 014• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EffibW-t Ona 1314' 1.3W 1314- 1-SR• r t-114' 1-1/4• 1-Im, 1-114' 1-164• 1-Ire' r tare• tare• rne. ACTUAL PRESSURE REQUIREMENT FOR THE MULLION 2Anchre@6-Wn0.a/02)ar5Arq;ba4 1110.17 SM9a 364•. 45•. 8109. 1TMU 2701ea 25 A. 354x11 740 are 3741be 7209• 919 ee 341 F. 4421b. 55 exi OPENING,(FROMTWHEN IT SLOWER OF THE ELECTED 4=@23 8 WM1 O.C./R72i5ApM Cepa I(Flp.2): 76410. mos 710 ka 10701bz 2525 W 540 k. 551ea WA /120 ee 746 b. 851es 16420» 662 b 865 toe t tm 1111 CAPACITY(FROM THE TABLE)OF THE SELECTED 0 @ .71•WM1O.C./(212.6AnOk 0tpa!(Flo.37 1120 IN 11201m 950164 T.•. 22541111 WA 840ID. WA 10891he wA 1920 ke WA 102211.. 1327 On 195 q. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. cang0y!As wig FIlidsoor14 Ocdo FIGURE 1: .%p TABLE b3. w O TABLE NOTES: Iaa4�t(00Dat0 fb 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR FORMATION ON[0.80093. 1. SEE SHEETS 2-4 FOR GENERAL INSTALAL INFORMATION METHODS. M C°n•°I FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. %Q 111 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45° �.•''�\CENSE '•;F� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' '•, Z k:: No.58705 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' h FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDtldlls YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125" 'O ;STEELA MINIMUM GRADE 33 AND-045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT %� THICK.MATERIAL 37103 TO BE ( 45•LAY LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION '�'n ••.,,FL OH\OP,.'G\? THE MATERIAL#10 d#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. S ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. YUA �� A.LY�IA MILLER,P.E. FL P.E.#58705 f-1.000"-I I-'1250'--1 syn 1.000" 1.000' r �{ -( 1.000• 1.000" r 125" r-1266"� a:ii- 5' .125' Y 3.188' 2.750' 2.750'an 25 3.125" � .126' � 2.00V .125' .125' 2.116" 00 2.000' .�5„ I 1 .126' Z fel f�A L126' L .375' 6' Ir O T -f i 96o T _ 1'X2'X.125'MULUON 1'X2'X.376'MULLION 1'X2.75'X.375•MULUON 1'X 2.75'X.650'MULLION 1"X3.125'X.5'MULUON 125'X3.166'X.26YMULLION 126'X2.11"X./2VMULUON O 6053.76 ALUM. 6063-76 ALUM. 6063.76 ALUM. 6063.76 ALUM. 6063.76 ALUM. 6063,46 ALUM. 6063•T6 ALUM. • • Q XSECTION XSECTION XSECTION X-SECTION XSECTION XS • ECTION XSECTION •••••• W O '0 • • co • '(-1 t--.125' 1--I x.125' �{I--.125' ••• i • •••••• TABLE •••••• •••• Z Z •2 LFI I 2X5 ANGLE CLIP STANDARD 003-TOALUM. Dimension Value(in) rill•MuYirgl • g 6063-T6 ALUM. I 8083-TB ALUM. 2.125' 2.000' X-SECTION UCLW 2.000' X-SECTION A 1.825 •••• 4141410, Q J � a 6083.76 ALUM. I B 2.654 1 X2'X.12i' • • .125' I X-SECTION L .125• AT�RIAIdM 0000 H C 0.895 &1�"" • • O N•� .125 D 0.740 • • •••••• N Q o • • A 1.125 1.q .740' B 2.404 1� ' �, •lumisume 0 5.500' CUTHERE TO .375' 5.000' I C 0.635 %ftMUBIAI • U •3•?g .376, 3.125"---I-CREATE FSLIR SEE MIN. rE r - .375'MW. 1� D 0.490 :::..:. ZNOMIN• DETAIL F.SHEET 4 21 a .338"MIN. A 1.875 • • ••�B 3.000 1'X2.75'"X ••• .. I I I I I A A I U-CLIP A f--------4 L_ ___--� L--___--� 8063d8ALUM. `- - -----' 2X5 ANGLE CUP C 0.757 .375AIUmInU TOPVIEW 6063.T6ALUM. D 1.118 TubeMW9on TOPVEW rE ` STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE E .450 Min. 6083-TB ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 CENTER OF ANCHOR HOLE MUST LE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X 2.7b'X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER*1/18". B 3.000 .655 SHEETS 5.17 FOR THE ANCHOR O.C. WITH THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER-1/16'. SHEETS 6-17 FOR THE D 0.838 Tube MUllon ANCHOR O.C. TABLE B RODUCT REVISED DISTANCE.MAXIMUM PGT Part# A 2.000 BIW wtW theNb�ida ANCHOR HOLE 1'X3.125'X 5.500•- - -{ .376' Mull Dimension(sheet#) B 2.837 u0dlog Gado DIAMETER ANCHOR Mullion Std.Clip Offset Clip U-Clip, Angle Clip C 0.803 •�'Alum No .376" MIN. DIAMETER+1/18'. Tube Mull a1c MW. 1"X2"X.125"(5) 86605 866113M 666111 BM 688243M BB8511M D 1.137 ----__ry___-_-------- 1"X2"X.376"(6) 888006 666114M 6661119M 606244M 686512M A 2825 carol Oe Product Convot 1"X2.75'X.375"(7) 66607 666115M 666112DM 666246M 666513M B 3.262 3.188' I I X.285'Alum I I I e 1"X2.76"X.850"(8) 88806 666116M 6681121M 666246M 666514M U 0. Tube Mull `\���o�l LYNN ✓((������ I --------- D I 1"X3.126"X.600"(9) 66637M 6661116M W61114M 666242M S88515M762 IOENS M•�F� I I 1.28"X2. . �'•' F i I I i 1.2S'X3.188"X.266"(12) 66841M 6861117M 6661113M r6W24IM 6W516M A 1.813 .121'Alum � ------- --- Tube Mull n No.58705 I 1.26"X2.11"X.125"(18) 69370 NIA WA WA 686617M C OFFSET CLIP NOTES: 125" 8083-T6 ALUM. =�0 ST TE OF TOPVEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. '�,(`�.S• pt_ORIOp,����� .740'44-1 2)SEE SHEETS 6-20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. A.LYNN M"IE9,P.E. 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 -� 1.000• r- -•1 t000• � 106r-1� 740• • .083' .385" E 4i • .062r' I {-{ .125" 062' .436• I ' LQan 4.000' -125'STANDARDCLW 2.125" by u 4.000' 4.000' 2.625' 2.000• 6063.16 ALUM. U-CLW 2.000' 2X6 ANGLE CLW .125" XSECTION 6063-T6 ALUM. .126• I XSETO ALUM.CT ON `II X-SECTION .125" -N 00 .125• .125• L, (Vru .031• o w 1 ~ .126'-JFW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W .125 J DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE 2 .37W '155" .375• ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR d' N -L HOLE DIAMETER:ANCHOR DUIMETER+1/18'. LU V) o O� I*X4'X.126'i 1'X4'X.375' i`X4'X.376' 5.500' 5,000+ Im Z M MULLION MULLION 'P-MULLION CUT HERE TO ,375' 375' Z) O (0 _.I 8063.76 ALUM. 8083-TB ALUM. 8083-TB ALUM. .37b' 3.125'----�-CREATE F-CLIP,SEE -MIS 2 U) X-SECTION X-SECTION XSECTION MIN. DETAIL F.SHEET W 1.250' ••• z 376' • • Z r-------� I r-------� CENTER RHOLE i--------- Ta--:---i ••6WL j 1 I I 1.260' 1.250• j I I I 1 ' MUST LIE WITHIN I •••••• • -� d Z I I I I I THE DASHED i •••• Q • `'•� F BOUNDASHEETS RY FOR •••••• i • Z O a N•o --- --- F 1---- ---I rt Q •moo 2.875" I 1 I I THE ANCHOR O.C. •••• I •••• N -oma I I 1 3.94" I I I I I F I DISTANCE. • • ' • N Z 3.2511• 3.250• i ANCHOR HOLE UJI i •••••• • • � w I I I I I DIAMETER: 1' • >• .10(+ .100' .100' L ______J L______-J ANCHOR L____-_____Ti.ii�____� �••••• I DIAMETER•1116•. Q •0.O •••••• 2X5 ANGLE CUP �O .100+ 4• .6{4• L STANDARD CLW U-CUP • • • 6063-Te�EWM • CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 8083.76 ALUM. a8 -•4.820•I-- ---I .820• I~ --4 .82('1-- WITHIN THE DASHED BOUNDARY.SEE TOPIIIEW 70PV'EW • • • • • 1.25'X 3.25•X.100' 1.25 X 3.26'X.824' 1.26"X 3.94•X.824' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. • • • •••••• MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value pn) For Mullion: Dimension Value pn)For MUI Non: • • ••• • • DIAMETER:ANCHOR DIAMETER 1/16`. • • 8005.75 ALUM. 8005-TS ALUM. 8005-T6 ALUM. 3.887 1'X4' F 1.938 1.26'X 3.25' •• • X•SECTION X•SECTION XSECTION Q 1.000 .125' G 0.500 X.824' 5.500 H 2.680 Aluminum H I Aluminum 3.469• 1 3.00D Tube Mullion I 3.250 Tubs Mullion 2.661• /� .1255--.1fI .375 -� .375' F 3.187 1'X4'X F 2.625 1.26'X3.94` 1.377' •12`" 1.877' I I MIN. Q Q767 .375' G 1.125 X.624' RODUCT r--- ---� ------- -T H 2.430 Tube&ml H 1.500 AIUTube Maim aongdyln6wi0LN6e l^riOa�O� I I ' I I 3.000 Tubs 8'T I 3.250 Tubs MNlbn Ling HO/_� 1 I I I F 2260 1.25 X3.25' F 2.813 30'B mull Q760 X.100' F 2.675 45 Be Mut .125' I i i H 1500 Aluminum 1 .125' 45' 2.250' I I I I I I 1 x260 Tuba Mu81on sde P(o un Control 30' i i I i H 1 I I I I 11111 till &2 45-BAY MULLION I 3.250• I I I I TABLED G NN 30'BAY MULLION 6063.76 ALUM. 1 I I I I Mull Dimension POT Pail K `� �� 6063•TSALUM. I XSECTION (shoot#) Mullion Std.Clip offset ClipUSlip Angle Clip `��,,•'•VCENSF•'•.F•Q �� XSECTION I V X4•X.125•(10) 89384 066111M 8861122M 666241M 80851SM P' OFFSET CLIP it:• No.58705 j .125' ' 6063-T6 ALUM. 1'X4'X.375'(11) 68810 ONI12M 6661123M 888242M SMISIM - .228•J �,981'� •225 �`'�1"� .740' T�'EW i•X4•X.375"T'(11) 68853 666112M 6861123M 606242M ONS19M NOTES 1.25 X3.25'X.100•(13) 20100 6651127M SWII24M S882410M 6685115M =-O'. / a' 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X.624"(14) 20181 8881128M 8881/2liM 8882411M 08�118M 0'•,�g TE f a� 1.25 X3.94•X.824'(15) 20182 8681117M 8861120M 686241M SM17M "C F(OR10P•.•'• 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3o DeOree(19) 88649 WA WA WA eeaslf9M &/ONAL':G' 45 D"ree(20) 86850 WA WA WA 6885111M 1( �� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNIl.E.#5870 P.E. FL P.E.#58705 TABLE E Mull Dimension PGT Part# 'qty (sheet#) Mullion Std.Clip U-Clip Angle Clip I '�[-A25' I 'I)`•125' -i I--.125' a 2'X4'X.25'(16) 68802 666281M 666271M 6065112M Ir d 2'XB"X.25'(17) 86804 868282M 6W272M 6865113M I STANDARD CLIP u-CUP I 2X5 ANGLE CUP oY' 6053-Te ALUM. 6053-T6 ALUM. 6053.76 ALUM. o 2.000 XSECTION 2'126' a�-,,w-4T XSECTION 2,000 X.SECTION re NOTES: I .126' .12b' .125' m1)HOLES TO BE DRILLED NV THE FIELD FOLLOWINGZ NDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE O HOLE LOCATIONS. 1.490' 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. j = 6.500' y CUT HERETO 5.000' 375' W 0 3.500' r CREATE FILLIP. m 2.000' MIN. SEHEET4AILF, •IA .376" MIN. O m J • • U ------- ------ -------- -- -- 0000• ] Z � • � • Z_ Won, • I 1 • 1• • ' •� • 0000 g D • W I I I I 1 I • J d v Z 4.000' I 1 1 0000 • 0000 Q J • e- 0t �- -I-- --- --I- 3.436' + 3.436' j---- - I I.- U .250' 2'X 4'X.25' I I I 1 •• • • • Z 0 Q 4P J�:: MULLION I I 3.436' i •1• •••• F Q o 6063-T6 ALUM. 1 XSECTION i i I i ••i• •.375 0 0 0 0•• 0) Z `- ---'--- -- -- L---------------------� MIN. W O ------ 0000 • • J • Y 0000•• H - STANDARD CUP 05 AAQLE CLIP • U g U-CLIP,8063.78 ALUM. Q CENTER OF ANCHOR HOLE MUST LIE 6063-Te ALUM. ED FOR I X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST SEC 4(1}3=SCUM. • a" (O .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SE TPP 02 SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.• • • • DISTANCE.MAXIMUM ANCHOR HOLE /CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLEDIAMETER:ANCHOR DIAMETER+1/18'. TH6•I THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+111%. • 0 • • SHEET,$b•20 F=ED ANCHOR O.C. *..a • • •0•••• 5500+ DISTANCE MAXIMUM ANCHOR HOLE •• • • ••• • • CUT HERETO DIAMETER:ANCHOR DIAMETER+1118'. 5.000, • • • 2 000 3.500'--moi CREATE FCUP. •• • �'-- -"� .376' I SEE DETAIL F, .376' .375 MIN. r-SHEET4 MIN. f MIN. .375' r----- -- ------ --------+ -- -- -T r---------------------1 I I I I I I I I I 1 I 1 I I 1 •alplymywhhd+4FI01id4 1 1 1 i 1 I ' I I ; ; a♦4 Pt00uCt omrol .250. 6.wir -i - -1-- --1 4.668' r 5.438' --------� I 5.438' A 111 1 NN I I I I •. 2'XVX.25' I 1 I MULLION I I ' i i Pte.•• JGENSF'••.F�p'i 6083-T6 ALUM. i I i I i i H No.58705 '•if X-SECTION I I .375' - I I - `-------- ------ ----- L------------ ff,I i MIN. � 4 . 3 ` TATE is.;•�w`. TC STANDARD CLIP U-CLIP 2X5 ANGLE CUP ��••'P OR%OP'••C��.` •250 6083-T6 ALUM. 808&T8 ALUM. 60113-TO ALUM. ",,'S/ONA1- TOP VIEW USED FOR Y X fi-MULLION.SHEET 17 TOPVIEW �� TOPMEW A.LYNN MILIA,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+80.01-60.0 PSF. ND ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,7HE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1"=W.REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLkS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2414'AND WILL MEET OR EXCEED THE REQUIRED LBi�G F5 DESIGN PRESSURE OF+80.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. �' < --- o SEESEE FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH-707 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD � d FENESTRATION DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. o. PRODUCTS SHEETS .. APPROVAL 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH•72",OPENING WIDTH=707 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 636 LBS• N LENLIONGTH ^ � 2 USE TABLE 48 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 S m r `(f ANGLE CUPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CER DESIGN PRESSUREIDP IS EASIER TO INSTALL OF MULLIONS OR FENESTRATION PRODUCTS,WALL O N in DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOW , J W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. �& N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.80.0 PSF.TH�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m C d NO ANCHORS W WINDOWS' THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 32' 32' I i7.LL WIDTH 636 LBS (60 PSS X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 SYEEL SCREWS FROM TABLE 46) 00000 f f•:• Z OPENING WIDTH 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-W.THE OPENING REQUI fff• j i DESIGN PRESSURE OF+50.01.55.0 PSF. • • •ffff• •••• Q f ' FOR THE VERTICIL MULLION: • f Q Q N •fffff 4 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1"=105'AND THE OPENING WIDTH IS 35'+36'+1'=73".REFERENCING SHEET 25, •D THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT(EAST THE WINDOW FRAME DEPTH OF 2-3iBWIDWILI. •••• MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0%55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILAaLE. EXAMPLE 2.MULTIPLE MULLIONS • • • •fff •ff• W J • FROM TABLE 3A,SHEET T.THE 1"X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH-80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESS PSF • • Q' • •� MULL WIDTH AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. • • 1 ?: FROM TABLE 12A.SHEET 16,THE 2-X 4-X.250"MULLION(LENGTH=-108',OPENING WIDTH=80)HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. •• • • SEE DETAILS, NOT 73'AS PREWOU6LY x 3 FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 3B'+38'+2'=74', • • 7 f'� PRODUCT'S 24 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCASkE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCE%TO MAI=AIN f APPROVAL". THE 73'DIMENSION(35-1/2'+35-1@"+2"=737. f • • • • ••fff• 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.W THIS EXAMPLE,ASSUME TME POURED f f f f f • CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WIRE TO BE CENTERED WITHIN THE NP,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. ' •• • A�1uuoN` - J USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-V2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. d DETAILS DETAIL E, OPENING SHEETS 24 SHEETS FOR THE HORIZONTAL MULLIONS HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN.THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER RODULT REVISBD FOR HFOR MULLION TYPE COULD BE CHOSEN. Is wRyl"dRh Zhu PIo116t 72• Oding OD& 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32+72,L+2'=106.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADUNGMAY BE v.� USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(Q IIENGTH=42",OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE /20 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. ! SEE oETAIl3, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE W NimLM Ade Product Contrd� S WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8.1 CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. `�.�ONS(LYNN Al/! '.' ........... lac ��'•IbR�• —..I •Ham. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHOR _ � L,IGENSF •., _ MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REOUIREMENT OF 521 LBS.THE Q �� OPENING WIDTH FOR VERTICAL MULL�:j ANCHOR TYPE IS A#12 STEEL SCREW. IVO.56705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-84.7 PSF FROM THE VERTICAL MULLION; r/-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHINGTO CMU; 1 ATEOF •=W +/-170.0 PSF FROM THE 38"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS+/-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •..LO......•'•�j�: VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION SS%NJAC�,", PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LAN Millft-P,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAVTRIANGULAR LOADING: an$$� i �C# PW PWC Pw 1 Y I b � 1 z SHIDH SHIDH SMH SHAH I PW PW N . m o o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I M I= SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i / H (0 UL • SIiD 3.2 j1 • ��jj LOADINGOG�RT�AL MULUO�••• � (q PW 1 • • J LU LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION •••••• •••• Q 0. • / • 4 W*l PIN •••••• • ZIt Q p•O PW • • 1 •••• w _ / / I PW • • Y rY SH/DH SHlDH SWDH SHID I • Q Z oa. `^ 1 .. . . ... LOADING OF VERTICAL MILLION LOADING OFE TING VERTICAL MILLION ; / • • • SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW PW HR •• • I 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION I PA HINGED i NOTES: RODUCT REVISED DOOR ZPI PW ; rnmplyftg j*Uro Florida 1)DRAWINGS ARE ugC6ds 4--I RERESENTATIONS OF TYPICAL No '✓1 PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN _ MAY BE EXTRAPOLATED FROM Cow THOSE SHOWN. W I 1 YNN I 2)IF THE LOADING TYPE CANNOT �.� LN ......... O I BE DETERMINED,USE \ F � L-P:S • PW i PW RECTANGULAR LOADING. Q:• SIG R ' PW ; 3)SEE PRODUCTS'APPROVAL FOR = �� No.55705 }� ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION1 _ o PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I SOD ' ' ATC 'S.:`(j`� G i' LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN FIIP.E. MULLION MULLION FL P.E.#68705 Miami Shores Village. 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 "x W Phone: (305)795-2204 s 3 °R`° Expiration: 03/29/2016 Project Address Parcel Number Applicant 492 NW 111 Terrace 1121360010490 AG REAL ESTATE VENTURES, L Miami Shores, FL 33168-3326 Block: Lot: Owner Information Address Phone Cell AG REAL ESTATE VENTURES, LLC 2165 BAY Drive (305)586-6239 MIAMI BEACH FL 33141- 2165 BAY Drive MIAMI BEACH FL 33141- Contractor(s) Phone Cell Phone $ 15,576.71 Valuation: PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: 275 Type of Work:REPLACING 15 WINDOWS OPENINGS TO IM Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 Invoice# WS-10-15-57275 DBPR Fee $3.75 10/01/2015 Check#:5321 $242.10 $50.00 DCA Fee $3.75 Education Surcharge $3.20 10/01/2015 Check#:5320 $50.00 $0.00 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $12.80 Total: $292.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a zoning. Futh e,I authorize the above-named contractor to do the work stated. October 01, 2015 Authorized Si ature:Owner / licant / Contractor / Agent Date Building Department Copy October 01, 2015 1