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WS-10-1904Inspection Number: INSP- 152675 Scheduled Inspection Date: November 18, 2010 Inspector: Rodriguez, Jorge Owner: HERNANDEZ, LUIS & IRENE Job Address: 853 NE 96 Street Project: <NONE> November 17, 2010 Miami Shores, FL 33138- Contractor: THE WINDOW GUYS OF FLORIDA INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)7954204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -10 -10 -1904 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)754 -4811 Parcel Number 1132060142820 Phone: (772)463 -1851 REPLACEMENT OF WINDOWS TO HURRICANE IMPACT WINDOWS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 12 of 25 ci(e3(ro BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING J �F� OWNER: Name (Fee Simple Titleholder): S Address: G N� 4 1t ' City: 1-- 44PCt — l1it� State: Tenant/Lessee Name: Email: JOB ADDRESS: ? ' `IE q(2 ST. Permit No. Master Permit No. OCT 2 7 2010 uu, (a- 6011 Phone #: r 'Rao- c,+0. - c Zip: 1a Phone #: City: Miami Shores ^ County: Miami Dade Zip: - 3 Folio/Parcel #: �` 5v�Qt`i'ap Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: V4,% 1 -� Phone #: p `gJS 1 Address: 9t4a T1 I-- City: '1Z.3n e■"T r State: Zip: ' 19 I _ Qualifier Name: (2 )er10 �F �r Phone: qsq 1s91O State Certification or Registration #: 0 (2 I u•��'C5 Certificate t of C C ompetency #: Contact Phone #: �,c- 3- 18:5 I Email Address:' 0W�►�4�- �,_�r�'�1rlL� —W�� er:Sr DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Type of Work: OAddress 4 Description of Work: I f • 0 Square/Linear Footage of Work: OAlteration ONew Xepair/Replace ODemolition LIZ 9i 1 T mil . • r ln� r ` s k".9 y 0 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * * * *** * *,t*a**** *** *ir*** kith** *, *** ***** F G, tirir *** ** *,t****** *********** *** Submittal Fee $ 3 P_C Permit Fee $ e °6 CCF $ CO /CC $ CD Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 9 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7 days after the building permit is issued In the absence of sui posted notice, the inspection will not be ap.r. ' and a reins, will be charged Sign: Print: My Commission Expires: APPROVED BY � i. �� x JJ Florida Notary W We al Florida MY Comm. Expires Jan 29, 2013 •: of «o Commission • DD 058219 d m?i (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Signature Owner o _ - nt Contractor The foregoing instrument was acknowledged before me this / The foregoing instrument was acknowledged before me thi day of a:14er ,20 j0, by 1 . a s geni de0 who is personally known to me or who has produced JCl. er 1 k en- se As identification and who did take an oath. NOTARY PUBLIC: day of who i rsonally kno ' identi NOTARY Sign: nt: y Commission Expir so 20 D by ■'('D to me or who has produced and who did take an oath. LAURA VEGUERIA .: MY COMMISSION # DD988777 EXPIRES May 05, 2014 * * * * * * * * * * * * * * * * * 'f -- {t * * * *' 9666644wor'6m Plans Examiner Zoning Structural Review Clerk ,. oci.vrr rUMIC I MN ISSUED TU THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUI TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ' A �- TYPE OF IHI6IIITANCF POLICY NUMBER POLICY EFFECTIVE DATEIRIIHAID�R POLICY EXPIRATION pA7ElydygOpJYYf� LBWS ©ENERALUABLITY X — COMMERCIAL GENERALLIABIUTT � I 'j CLAIMS MADE [RI I OCCUR 98- BB- F941 -7 01/26/2010 01126/2011 EACH OCCURRENCE s 1,000,000.00 DAMAGE TORENTED PREMISES (Ea ooeure roe] $ MED EXP (Any one person) $ PERSONAL IL S GENERALAGGREGATE S 2,000,000.00 GEM. AGGREGATE LIMIT APPLIES PER X POLICY ■ PI ! LOC PRODUCTS - COMP/OP AGO S 2,000,000.00 6 AUTOMOIRLEUABD ITY ■ ANY AUTO X 241 6712- 818.59D 0811812010 02/18/2011 COM BINED SINGLE LIMIT (Ea aoetdenl) b 1,000,000.00 ■ ■ AU. OWNED AUTOS SCHEDULED HIRED AUTOS NON-OWNED AUTOS BODLYINEIRY (Per persa 9 S Y am ■ (Per R A E GARh6ELlABAJTY ANY AUTO 98- BB- G251.4 98-BB-F942-9 0811112010 01/2612010 02/11/2011 01/28/201 , ' AUTO ONLY - EAACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGO EACH OCCURRENCE $ $ 5,000,000.00 A A EXCESSRNVBRELLAUABILITY X OCCUR D CLAIMS MADE AGGREGATE $ WORKERS EMPLOYERS' DEDUCTIBLE RETENTION S COMPENSATION AND LIABILITY S s S AT • : •U- r � '_: E.L EACH ACCIDENT ANY PROPIIIETORIPARTNE7IO(ECUTIVE OFFlCERAMEMBETR OCCLUDED? If Meat* under S 1,000,000.00 EL DISEASE - EA EMPLOY z s 1,000,000.00 CIAL PROVISONS • on E.L. DISEASE - POLICY LIMIT S 1,000 000.00 OTHER DESCRIPTION OP OPERATIONS! LOCATIONS ! VEHICLES I EXCLUMONSADDEO BY ENDORSEMENT/SPECIAL PROVISIONS n uy I t I V t/J.00p ACORD,I CERTIFICATE OF LIABILITY INSURANCE PRODUCER State Farm Insurance Louise Bernstein Insurance Agency, Inc. 15843 Pines Blvd Pembroke Pines, FL 33027 INSURED The Window Guys of Florida 7696 SW Jack James Dr Stuart, Fl 34997 -7400 T DATE (MWDOIYYYYI I 18118/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER O. INSURER D: INSURER E: NAIC 9 INSURER A: Slate Faro Ronda Insurance Camaro 10739 ' 10739 INSURER Sto Farm Mutual AntawobIC Insurance Company 25173 20178 COVERAGES HOLDER Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 ACORD 25 (2001108) CANCELLATION AUTHOMEED REPRESENTATIVE p.1 SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE T EIELPIRATTON DATE THEREOF, THE ISSUING INSURER WALL ENDEAVOR TO KUL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO D0 SO SHALL IMPOSE NO OBLIGATION OR UAEIUITY OFF KND UPON >r R, ITS AGENTS OR REPRESENTATIVES -�ri �. i. - • © ACORD CORPORATION 1988 impr•vement: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. L al description of 2. Description 3. Owner(s) name and address: 1 erty and street/address: 5 tC.)p3 Interest in property: Name and address of fee simple titleholder. 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served et provided by Section 713.13(1)(a)7., Florida Statutes, 'S a o� 0 . Q` Name and address: a a∎ 9 Expiratio diff e of this Not mmencement: (the expiration date is 1 year from the date of recording u 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as in Section 713.13(1)(b), Florida Statutes. vg Name and address: ¢L Signature of Own Print Owner' Sworn to and subscribed before me this Notary Public Print Notary's Nam My commission expires: Gs f 2.cr ? 123.01 -52 PAGE 4 8/02 I' r _- - r I/ 1.1P D /52 d ay of abbe , 20 J.1 listsw »fle MI6 rt Morita My Coino.OMints •Iso Mt OM • Commission • CO ISMS 1 11 11111111111111111111111111111111111111 1111 Prepared by Address: c :FN 201 080731056 OR Bk 27469 Ps 4844; (fps) RECORDED 10/27/2010 15 :23:53 HARVEY RLIVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE W IJ 10 t If LIFCT TO COM PUANCE WITH ALL FEDERAL ANT) COUNTY RULES AND REGULATIONS OCT 1 3 azgvap 2 8 2010 BY:. •• ••• • • • • • • • • . • • •• ••• •• • • 066444 4.1.. •• • • • •• • ••• •• ••• • • • • • ••• • • • • • • • • • • • • •• • •• • • • •• • • • • • •• • • •• • • ••• • • • • • • . • • • . • • •• •• ••• • • • • • • ••• • • • • • ••• . • • • • • • • • • . • • •• •. Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -57.2 - 55.0 - 53.4 - 52.1 -51.1 -50.2 -49.5 -48.9 -48.3 -41.9 +42.7 +41.6 +40.8 +40.2 +39.7 +392 +38.9 +38,5 +38.3 16 ft -58.0 - 55.7 -54.1 -52.8 - 51.8 -50.9 -50.2 -49.5 -48.9 -42,4 +38.8 +43.3 +422 +41.4 +40.7 +40.2 +39.8 +39.4 +39.1 +38.8 18 ft -59.4 -57.1 -554 -54.2 -53.1 -522 -51.4 1.4 - 50.8 -50.2 -50 -44.5 +44.4 +43.2 +42.4 +41.7 +41.2 +40.8 +40.4 +40.1 +39.7 20 ft -60.8 +45.4 -58.4 +442 -56.7 +43.3 -55.4 +42.7 -54.3 +42.1 -53.4 +41.7 -52.6 +41.3 -51.9 +41.0 -51.3 +40.6 22 ft - 62.0 +46.3 -59.6 +45.1 -57.8 +44.2 58.5 +43.6 -55.4 +43.0 -54.5 +42.5 -53.7 +42.1 -53.0 +41.8 -52.3 +41.5 24 ft -83.2 -80.7 -58.9 -57.5 -56.4 -55.5 -54.7 -53.9 -53.3 -46.2 +47.2 +45.9 +45.0 +44.4 +43.8 +43.3 +42.9 +42.6 +422 26 ft -64.2 +48.0 -61.7 +46.7 -59.9 +45.8 -58.5 +45.1 -57.4 +44,5 -56.4 +44.1 -55.6 +43.6 - 54.8 +43.3 -54.2 4 +42.9 28 ft -65.2 - 62.7 -60.8 -59.4 -58.3 -57.3. -56.5 -55.7 -55.0 -47.8 +43.6 +48,7 +47.4 +48.5 +45.8 +452 +44,8 +44,3 +44.0 +43.6 30 ft -68.2 +49.4 -63.6 +48.1 -61.7 +47.2 -60.3 +46.5 -59.1 +45.9 -58.1 +45.4 -57.3 +45.0 56.5 +44.6 -55.8 +44.3 32 ft -67.1 - 64.5 -62.6 -61.1 -59.9 -58.9 -58.1 - 57.3 -58.6 -49.1 +44.9 +50,1 +48.8 +47.9 +47.1 +46.5 +48.0 +45.6 +45.2 +44.9 34 ft i m 49 -63.4 +48,5 51.9 +47.7 -60.7 +47.1 -59.7 +46.6 m I ry i -58.0 +45.8 m a o 0 r0 ? 1 38 ft -56.4 +52.0 - 55.0 +50.6 -642 +49.1 -62.7 +48.3 -61.4 +47.7 - 60.4 +47.2 -51.7 +47.3 -58.7 +46.3 38 ft -69.6 +52.0 -66.8 +50.6 - 64.9 +49.6 -63.4 +48.9 52.1 +482 - 61.1 +47.7 -60.2 +47.3 - 59.4 +46.9 -58.7 +46.5 40 ft -70.3 +52.5 -67.6 +51.1 -65.6 +502 -64.1 +49.4 -62.8 +48.8 -61.8 +48.2 -60.9 +47.8 -60.1 +47.4 -59.3 +47.0 42 ft - 71.0 -68.3 -86.3 -64.7 -63.5 -62.4 -61.5 -60.7 -59.9 -52.5 +48.0 +53.1 +51.7 +50.7 +49.9 +49.3 +48.7 +48.3 +47.9 +47.5 44 ft - 71.7 +53.6 -68.9 +522 -66.9 +512 -65.4 +50.4 -84.1 +49.8 -63.0 +492 62.1 +48.8 -61.3 +48.3 -60.5 +48.0 46 ft -72.4 69.8 67.5 -66.0 -64.7 -63.6 -62.7 -61.8 -61.1 -54.0 +49.3 +54.1 +52.7 +51.7 +50.9 +50.2 +49.7 +49.2 +48.8 +48.4 48 ft -73.1 +54.6 -70.2 +53.1 -68.2 +52.1 66.8 +51.3 54.2 -653 +50.7 6 +50.1 32.4 -63.2 +49.7 6 +492 -61.7 +48.9 50 ft -73.7 - 70.8 -68.7 67.1 -85.8 -64.7 -63.8 -62.9 -62.2 2 -54.8 +50.1 +55.0 +53,6 +52.6 +51.8 +51.1 +50.6 +50.1 +49.7 +49.3 52 ft -743 -71.4 69.3 -67.7 -66.4 -65.3 -64.3 -63.5 -62.7 +50.5 +55.5 +54.0 +53.0 +52.2 +51.5 +51.0 +50.5 +50.1 +49.7 54 ft -74.9 +55.9 -72.0 +54.5 -69.9 +53.4 -68.2 +52.6 -66.9 +52.0 -65.8 +51.4 -64.8 +50.9 -64.0 +50.5 -63.2 3 +50.1 58 ft -75.5 +56.4 -72.5 +54.9 - 70.4 +53.8 -68.8 +53.0 -67.4 +52.3 -66.3 +51.8 55.3 +51.3 54.5 +50.9 63.7 +50.5 60 ft -76.8 -73.8 - 71.4 -69.8 68.4 -67.3 -66.3 65.4 -64.6 +57.2 +55.7 +54.6 +53.8 +53.1 +52.5 +52.0 +51.6 +512 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area (So Ft) 40 45 50 25 30 35 0 -15 ft -46.3 -45.2 -44.4 - 43.8 -43.3 -42.9 - 42.5 -42.2 -41.9 +42.7 +41.8 +40.8 +40.2 +39.7 +392 +38.9 +38.5 +38,3 16 ft - 47.0 +43.3 45.8 +422 -45.0 +41.4 -44.4 +40.7 -43.9 +40.2 -43.4 +39.8 -43.1 +39,4 - 42.7 +39.1 -42,4 +38.8 18 ft '48.2 +44.4 -47.0 +43.2 -46.2 +42.4 -45.5 +41.7 -45.0 +412 - 44.5 +40.8 -44.2 +40.4 -43.8 +40.1 -43.5 +39.7 20 ft -492 -48.0 -47.2 - 48.5 -46.0 -45.5 . -45.1 -44.8 -44.5 +45.4 +442 +43.3 +42.7 +42.1 +41.7 +413 +41.0 +40.6 -50.2 -48.1 -47.5 -46.5 -45.7 -45.4 22 ft +463 +44.2 +43.8 +42.5 +41.8 +41.5 -512 -49.0 -48.4 -47.3 -46.6 -46.2 24 ft +472 +45.0 +44.4 +43.3 +42.6 +422 26 ft -52.0 +48.0 -50.8 +46.7 -49.9 +45.8 98.6 -49.2 +45.1 4 +44.5 -48.1 +44,1 47.7 +43.8 473 +43.3 -47.0 +42.9 28 ft -52.8 +48,7 -51.6 +47.4 -50.7 +46.5 -49.9 +45.8 -49.4 +45.2 -48.9 +44.8 ' 48.5 +44.3 -48.1 +44.0 -47.8 +43.6 30 ft -53.6 -52.3 -51.4 -50.7 -50.1 -49.6 -492 -48.8 -48.5 +49.4 +48,1 +472 +46.5 +45.9 +45.4 +45.0 +44.8 +44.3 32 ft -54.4 +50.1 -53.0 +48.8 -52.1 +47.9 -51.4 +47.1 - 50.8 +46.5 -50.3 +46.0 49.8 +45.6 -49.5 +452 -49.1 +44.9 34 ft m i° -53.7 +49.4 -52.8 +48.5 o n - 51.4 +47.1 -50.9 +46.6 m ry 4Y -50.1 +45.8 r o m i vFR 36 ft -54.4 +50.0 53.4 +49.1 -52.1 +47.7 - 51.5 +472 -50.7 +463 38 ft -56.4 +52.0 - 55.0 +50.6 -54.0 +49.6 -53.3 +48.9 -52.6 +482 -52.1 +47.7 -51.7 +47.3 -51.3 +46,9 -50.9 +48,5 40 ft -57.0 +52.5 -55.6 +51.1 -54.6 +50.2 -53.8 +49.4 -53.2 +48.8 -52.7 +48.2 -52.2 +47.8 -51.8 +47.4 -51.5 +47.0 42 ft -57.6 +53.1 -56.2 +51.7 -55.2 +50.7 -54.4 +49.9 -53.8 +49.3 -53.2 +48.7 -52.8 +483 -52.4 +473 -52.0 +47.5 44 ft 58.1 +53.6 -56.7 +522 -55.7 +512 -54.9 +50.4 -54.3 +49.8 -53.8 +492 -53.3 +48.8 -52.9 +48.3 -52.5 +48.0 48 ft -58.7 +54.1 762 -57.2 +52.7 5 +51,7 - 55.5 +50.9 - 54.8 +502 -54.3 +49.7 - 53.8 +492 -53.4 +48.8 -53.0 +48.4 48 ft -59.2 +54.8 - 57.8 +53.1 -56.7 +52.1 -55.9 +51.3 -553 +50.7 -54.8 :+50.1 - 54.3 +49:7 -53.9 +49.2 -53.5 +48.9 50 ft • -59.7 +55.0 • 4513 +53.8 • -57.2 462.8 -56.4 +51.8 -55.8 +51.1 -55.2 +50.6 -54.8 ' +50.1 -54.3 +49.7 -54.0 +49.3 414 I -602 .7 -5119 -1812 -55.7 -55.2 - 54.8 -54.4 i +55.5 +54.0 453.0 +54 6 +51.4 +51.0 +50.5 +50.1 +49.7 s 60.7. +55.9 5 • +54.5 :582 +53.4 -57.4 +53.6. - 56.7 +52.1 - 56.1 +51.4 -55.6 +50.9 -55.2 +50.5 -54.8 +50.1 612 -b�J.7 - 58.6 -5/.s • 4155.14 4155.14 -56.6 -56.1 -55.6 55.3 • +56.4 .1-64.9. +53.8 +53,Q a +v +51.8 +51.3 +50.9 +50.5 Soft -82.0 40% :59.5 68.6 • •88. - 57.4 56.9 -56.5 58.1 _ +572 +55.7 +54.6 +b3% Rd9� +52.5 +52.0 +51.6 +512 • • • • • ' • •• • • •• 03/02/2009 - 4:59pm troyb • 1 • , • 4 • • •• • 11••• 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES • • • • ••• ••• • O O a to 0n •••• r UE 7FOR 07 FBC • •• A T Ir • 0 -a F: \03 Elements \10 Loadingl1I CalculatorsIASCE 7 -051 FLB - ASCE 7 -02 Pressure Charts (O60).dwg DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION, EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =140 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES, 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd=0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION, CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED, 5 0 I-© I ELEVATION WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT C BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 N. W. 75 Ave. Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buftdinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AM (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "ML 100" Aluminum Tube Mullion — L.M.L APPROVAL DOCUMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06-1130.03 and consists of this page 1 and ;viden; ep pages E -1 and • • • • E -2, as well as approval document mentioned above. • • • • • • . • • • • • The submitted documentation was reviewed by Manuel Perez, P.E. • • • .. ••• •• • • • •• • •• •• ••• • ••• • • • • • • • • • • • • • • 'N64Np.29- 8118.44 Exp'iratidn Date:* Augast 19, • 2014 Approval Date: April 08, 2009 ••• • • • • •••P�el • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • •• •• • ••• • • • ••• • • R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc:, Test Report No.FTL -4024, dated January 14, 2004, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #04-0608.05) 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #04-0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09/24/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None E -1 • • • • • •• • • • Manuel Per Product Control E •'• NQA'N6.19 i 4 • • Elidiatan Datt'4 ug1 st 1,9, 7014 Approval Date? A'pi'1108, 211e9 • ... • • • • ••• • • • . • •.. • • • • • • ... • • • • • • • • • • • • • • 0' •. • • • •• •. 000 • • ••• • • R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #06- 1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.I.", approved on 04/05/07 and expiring on 08/19/09. E -2 •• ••. • • • .•. • • •• • • , • • S • • • ••• • • • • •.• • • • • • • • i•i • • • • • • • • • • • • • • • •• •• • • • : • 0 •• • • • • Manuel Product Control E ••. '." N®A'N8.19-0 - :.14••• Eaipasatian Dat. ugfist I.9, ;0p4 • 4prS al DIte Nutt 08,2189 • • • • MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTESc WITH THE THIS PRODUCT HAS BEM REDUIREMENTS OF THE FLORIDA BUILDING G C 2004 EDITION WCLUDING HIGH VELOCITY HURRICANE HIRE (N ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER INFILTRAT ION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OT HERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SRN ON DETAILS. EMBEDMENT TO BASE WWEN& MALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAGS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNTIED TO STEEVIEIX SCRIMS, TENT COME INTO 035TIKj OTHER DISSIMILAR MATERIALS sou. au THE REQUIREMENTS 9F 2004 D BLDG. CODE SECTION 2003.8.4. • • •••• • •• • • INSTRU IONS; • • • • � CHARTS AND GRAPHS AS FOLLOWS. • • • SrFp 1 DLTOOPIN OESAN L052 REQUIRED PER ASE 7 • FOR PARIICtIORD &MG. S>SP•a USE jLAiri PRODUCTS MEETING ABOVE LOAD • • , SIL!P WsE NWILUON AS PER PRODUCT APPROVAL • • *USING CHARM• DN• BfEET 3 SELECT MULLION SIZE WITH • * *DESIGN RATING MORE IRAN DESIGN LOAD SPECIFIED •HN STEP I HINT! • * USNG ANC ON SHEETS THRU 7 MID ANCHOR CHARTS • STEP 5 ON SHEET 4 ' TYPE WITH DESIGN RATING sees MORE THANE 87; LOADS SPECIFIED IN STEP I HOVE • • • •••• • S. • • • • • • ••"••• MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING EnB,. Dit 0E000 FIA CAN 6 tR317 PE SE? 2 5 2008 PRODUCT IIF� • -. comlyinz with Om Huri�C Mang Coda Astepbsuca No to J Z F W UT z 0 3 7 7 m 1-- z a 4 N ce 0 AINN A C C 8 drawing no. M04 -05 (sheet 1 of 7 ) r-t000l r -1 -125 I °-2 1i' �B��_1 4+V 2.000 - - 4300 . 4 4 - 4.000 b -.125 C -.• °.1138 3000 _� 125 4.000 I 1 590 2X4 STD. MUWON 6063 -T8 1- 1/2X4 -1/2 CUSTOM MULLION 1 X STD. MUI I ION 1 X4 STD. MULLION 2X6 STD, MUWON 6063 -TB 2X6 HEAVY MUWON 8063 -T8 6063 -T8 6083 -TO 6083-TO • 2.060 .s- .730 a. ,�y 2a2s 2a2s F---- 2.000 --H I I I •••• 1 - 3/4. 1047. FOR r TUBES ALL OTHERS • •• • • g' OFOON4L MULLION \/ CUP 5500 41440; MULLION \/ / CUP i a p y 1 .... 4 • • 8083 - T6 6063 - T8 • • • • I •••• •• • • • • • • • • •• • • • • • • ••• • • • • • • • • • •: • • • • • •• • • • Er*: OR. HTIMAY04.64 STRUCTURES fAR000 NA' PE/ 18667 CAIt . � � SEP 362008 'RODUCT R6d,..,..i7 m yiagwan Deoe 4.111.3r - • °::.,.�;':''.: „': ( drawing no. M04 (sheet 2o1 7 j • •••• • • •••• • • • • 00000 • ••••• • • • • • • • • • • • • •• • • • • • • • • •• DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH CO 19 -1/8' 28 -1/2' 30' 37' 42' 48" 54' 60" 88' 72' 19 -1/8' 26 -1/2' 30' 3Y 42' 48' 54' 60' 68' 7Y 19 -1/8' 26 -1/2' 30" 37' 42' 48' 54' 80' 88' 72' 19 -1/8' 28-1/2" 30' 37' 42' 48' 54' 80' 68" 72' MULL SPAN 38 -3/8' 50 -5 /8' 60' • B3i • • •••• 1 X 3 STD. 150.0 150.0 150.0 150.0 150.0 150.0 137.8 124.0 112.7 103.3 150. 150.0 142.5 115.5 101.8 89.1 79.2 71.2 84.8 59.4 141.3 102.0 90.1 73.0 84.3 58.3 50.0 45.0 409 37.5 122.1 88.1 77.8 83.1 65.8 48.8 43.2 38.9 1 X 4 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.1 127.2 114.5 104.1 95.4 150.0 150.0 150.0 132.2 116.5 101.9 90.8 81.5 74.1 87.9 150.0 180.0 147.9 119.9 105.8 92.4 822 2 X 4 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1393 150.0 150.0 150.0 150.0 150.0 148.13 1323 119.0 1082 99.2 150.0 150.0 150.0 150.0 150.0 135.0 120.0 1e.0 1 -1/2 X 4 -1 2 M 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 2 X 8 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 150.0 150.0 150.0 2 X 8 HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 • 35.4 872 92.2 150.0 150.0 150.0 • 32.4 431.6 92.0 150.0 150.0 150.0 • •• •• MULLIONS RATED 1PI'WIES2 CHARTS MAY BE ORIENTED VERVGALLY• OR HORS ariiALLY. (IME BF 'WIDTHS ALLOWED) • •••• • • •••• • • • • • • • • • • • DESIGN WAD CAPACITY - NSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19-1/8" 28 -1/2' 30' 37' 42' 48' 54' 80' 66' 72' 18 -1/8' 26 -1/2' 30' 37' 42" 48' 54' 60' 66' 72' 19 -1/8' 28-1/2" 30' 37' 42' 48' 54' 80' 68" 72' 18 -1/8' 28 -1/2' 30' 37' 4Y 48' 54' 80' 06' 72' M.AL SPAN 74 -1/4' 84' 96' 108' 1 X 3 STD. 74.8 53.8 47.5 38.5 33.9 29.7 28.4 23.8 21.6 51.5 37.2 32.8 28.8 23.4 20.5 34.5 24.9 22.0 24.2 I X 4 STD. 150.0 115.4 101.9 82.8 72.8 83.7 56.6 51.0 46.3 42.5 110.4 79.7 70.4 57.1 50.3 44.0 39.1 352 32.0 293 74.0 53.4 47.2 38.2 33.7 29.5 282 23.6 21.4 51.9 37.5 33.1 26.9 23.7 20.7 2 X 4 STD. 150.0 150.0 148.9 120.7 108.4 93.1 82.7 74.4 87.7 82.0 150.0 118.4 102.8 83.4 73.5 84.3 57.1 51.4 46.7 429 108.1 78.0 68.9 55.9 49.2 43.1 38.3 34.4 31.3 28.7 75.9 54.8 48.4 39.2 34.8 30.2 28.9 24.2 22.0 20.2 1 -1/2 X 4 -1/2 CUSTOM 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 138.7 125.3 150.0 150.0 150.0 150.0 150.0 143.8 127.8 115.0 104.8 95.9 150.0 150.0 150.0 125.0 110.1 98.3 85.8 77.1 70.1 64.2 150.0 122.6 108.3 87.8 773 67.7 60.1 54.1 49.2 45.1 2X6 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 144.1 131.0 120.1 150.0 150.0 150.0 150.0 150.0 140.8 125.1 112.6 102.4 93.8 150.0 150.0 150.0 1399 123.2 107.8 98.8 86.2 78.4 71.8 150.0 150.0 134.5 109.1 96.1 134.1 74.7 87.3 81.2 58.1 2X8 HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 144.0 150.0 150.0 150.0 123.8 103.0 MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) es- 26-1/2" es- sr 72" MULL SPAN 144" 37.9 27.3 24.1 28.5 20.5 21.9 55.3 35.3 25.2 22.0 30.0 28.5 21.5 32.0 23.1 204 1-1/2 4-1/2 CUSTOM 89.3 56.4 43.8 39.5 32.9 93.0 67.1 59.3 42.4 37.1 29.8 27.0 24.7 71.6 45.7 37.0 32.6 28.5 25.4 20.8 150.0 98.1 81.3 54.5 49.0 44.8 40.9 83.4 73.7 59.8 52.6 40.9 33.5 30.7 89.0 64.3 40.5 31.5 28.4 23.7 HEAVY 150.0 150.0 81.9 150.0 150.0 135.4 109.8 96.7 84.8 75.2 87.7 58.4 150.0 104.3 84.5 74.5 57.9 47.4 43.4 GIAZINO PRODUCT EMALKULLENLAERAIDEIENIS /ROTES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE MULLION GLAZING PRODUCT STRUCTURES CAN. 3538 pRoDucr GIAZNO PRODUCT mums PRODUCT MULLION SPAN HORIZONTAL IBILLION IF • 3 in r1 k ti } OIAZIN0 PRODUCT ANCHOR 1 GLAZING PRODUCT g ANCHORS TYPE 42. A4. 920.194 • •••• • • • • • •••• •• • • • ••• • •••• • •• •• • • • •••• • 4• 4 • DESIGN WAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE YAOTH (W) 19-1/8" 28 -1/2' 30" 37' 42" 48' 54' 60" 66" 72" 19 -1/8' 28-1/2" 30' 37" 42" 48' 54' 60' 69' 72' 19 -1/8' 28-1/2" 30' 37' 42" 48' 54' 90' 86' n' 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54' 60" 4 66. 4 72" MULL SPAN AS 150.0 150.0 150.0 150.0 135.1 38 -3/8' 118.2 105.1 94.6 50-5/8" 60' 86.0 789 150.0 150.0 143.4 116.2 102.4 89.6 79.6 71.7 85.2 59.7 150.0 1389 121.0 98.1 88.4 75.8 87.2 60.5 55.0 50.4 150.0 130.4 115.2 93.4 82.3 72.0 • ••• 57.8 •••• 52.4 48.0 - 94.0 A4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.4 130.3 119.5 150.0 150.0 150.0 150.0 150.0 150.0 134.4 121.0 110.0 100.8 150.0 150.0 150.0 150.0 150.0 144.0 128.0 115.2 • 107 4RL0 AA2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 145.1 131.9 120.9 150.0 150.0 150.0 150.0 150.0 137.5 122.2 110.0 100.0 91.7 150.0 150.0 150.0 150.0 132.6 118.0 103.1 92.8 84.4 77.3 150.0 150.0 130.0 143.3 1263 110.5 982 88.4 003 W3.7 AA4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.3 B2 150.0 150.0 150.0 150.0 150.0 149.8 133.1 119.8 108.9 99.9 150.0 150.0 150.0 147.3 129.8 113.5 100.9 90.6 82.6 75.7 150.0 150.0 150.0 124.3 109.5 959 852 78.6 89.7 63.9 150.0 150.0 148.0 118.4 104.3 91.2 81.1 73.0 86.4 80.8 B4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150A 150.0 150.0 150.0 150.0 150.0 150.0 139.3 127.7 180.0 150.0 150.0 150.0 150.0 150.0 150.0 148.0 132.7 121.7 4• •••• • • •••• • • • • • • • • •••• •• •• ANY ANCHOR CONDRION SHOWN HEREIN MAY COVER 4 • 1 S AT HO • SIIj. OR JAMB ENDS. 4 ▪ FdR AJ dl - IORS DESCIQPTTON SEE SHEETS 5 THRU 7. • • (INTERPOLATION BEW€€$ WIDTHS OR SPANS ALLOWED) • • • • •• • • • • • • DESIGN WAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 19 -1/8' 26-1/2" 30" 37' 42' 48" 54' 60' 66' 72" 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54" 60' 66" 72" 19-1/8" 28 -1/2' 30" 37' 42' 48" 54' 60" 88' 72' 19 -1/8' 28 -1/2' 30' 37" 42' 48' 54' 80' 68' 72" MULL SPAN 74 -1/4' 84' 96' 106' ANCHORS TYPE AS 150.0 110.7 97.7 793 69.9 61.1 54.3 489 44.4 40.7 1355 97.8 86.4 70.1 61.7 54.0 48.0 432 393 36.0 118.6 85.6 75.6 61.3 54.0 473 42.0 379 34.4 31.5 105.4 76.1 87.2 545 48.0 42.0 37.3 33.8 30.5 28.0 A4 150.0 150.0 150.0 150.0 139.8 122.2 108.6 97.7 88.9 81.5 150.0 150.0 150.0 140.1 123.4 108.0 96.0 86.4 78.5 720 150.0 150.0 150.0 122.6 108.0 94.5 84.0 75.6 68.7 63.0 150.0 150.0 134.4 109.0 98.0 84.0 74.7 67.2 61.1 58.0 AA2 150.0 150.0 150.0 121.6 107.1 93.7 83.3 75.0 68.2 62.5 150.0 150.0 132.6 107.5 94.7 82.9 73.7 66.3 603 55.2 150.0 131.3 118.0 94.1 829 72,5 64.4 58.0 52.7 48.3 150.0 118.7 103.1 839 73.7 64.4 573 51.6 48.9 43.0 AA4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 138.3 125.0 150.0 150.0 150.0 150.0 180.0 150.0 147.3 132.6 120.5 110.5 150.0 150.0 150.0 150.0 150.0 145.0 128.9 116.0 105.5 96.7 150.0 150.0 150.0 150.0 147,3 1289 114.6 103.1 93.7 85.9 132 150.0 140.2 123.9 100.4 88.5 77.4 68.8 81.9 58.3 51.6 150.0 1239 109.5 88.8 78.2 68.4 60.8 54.7 499 45.6 150.0 1089 95.8 77.7 68.4 59.9 532 47.9 43.5 399 133.6 98.4 85.2 89.0 80.8 53.2 47.3 42.6 38.7 35.5 134 150.0 150.0 150.0 150.0 150.0 150.0 137.6 123.9 112.6 103.2 150.0 150.0 150.0 150.0 121.7 91.2 150.0 150.0 150.0 136.9 87.1 79.8 150.0 150.0 150.0 138.1 121.7 85.2 77.4 71.0 ANCHORS WINDOW DIMS. WIDTH (8) 28-1/2" 30" 42" 48" 54" 88" 72" 37" 54" 68" 72" 30" 42" MULL SPAN 120" ANCHORS TYPE 94.9 60.5 49.0 43.2 37.8 33.8 30.2 27.5 25.2 88.2 82.2 55.0 44.6 39.3 34.4 30.5 27.5 25.0 79.1 57.1 50.4 31.5 28.0 21.0 A4 150.0 121.0 75.8 67.2 50.4 89.2 88.7 81.1 55.0 50.0 150.0 114.1 81.7 72.0 63.0 50.4 45.8 42.0 145.6 75.2 68.3 58.0 51.6 42.2 38.7 132.3 84.4 88.4 48.9 121.3 77.3 62.7 48.3 43.0 38.7 32.2 150.0 150.0 150.0 150.0 103.1 92.8 150.0 150.0 138.8 84.4 150.0 150.0 110.5 98.7 70.3 84.4 120.2 78.6 62.1 54.7 47.9 42.8 38.3 34.8 76.8 109.3 49.8 43.5 38.7 34.8 31.7 100.2 63.9 51.8 31.9 150.0 150.0 150.0 124.3 109.5 95.8 63.9 150.0 113.0 87.1 77.4 69.7 63.3 144.6 127.7 103.6 91.2 71.0 512 GIAZING PRODUCT ANCHORS TIPS 82 OR 84 GLAZING PRODUCT MINORS 82 OR 64 WIDTH (W) vn ANCHORS lYPE 82 OR 134 MULLION SPAN Env DR. 111.44ATOUN PDR000 PA. PE ft6557 SEP 2 5 2008 WSW RECIINGUIAR SHAPE ARCHES TO 92 INSCRIBED PRODUCTREVISED &Olin Cod: 3 z as Z02 g 0 ti N ligmw u • M04-05 1 -3/4' MDT. • • • • EDGE DIET. . • ••• • • • ••••Il • • • • ••••1 • ••• • • • •••1 • • • ••••1 • • • • •• I -3/4' YIN. EDGE DISi. L_ 1' MIN. EDGE DIST. �fl 1/4• Han IOYIK CON II I -1/4 MW. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ■ 1EV WOOD BUCK I/4• HILUI KWIK CON B 1 -3/r MAL WOOD PEAK IRAT= 2 PER CLIP (1 ON EACH WING) % J 1/4• HILO METE CON 0 1 -1/4' MIN. EMBED INTO MASONRY 1 PER ANGLE 1 11 1111 1 II U U I I i FLOATING CLIP /14 EMS 2 PER ANGLE 1 -3/4' O.C. MAL 1/4' Han MK CON ll 1 -3 /13' MN. WOOD PENETRATION 1 PER ANGLE ALUM PIIITWOO J11110 1 -3/4' MIN. EDGE DIST. I- 3' MIN. 1' MDT. 1' MON. EDGE DIST. 1/4' Kan KINK CON II 1 -1/4' MW. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) IBY WOOD BUCK 1/4• Han KINK CON G 1 -3/V MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) 2BY WOOD BUCK WOOD STRUCTURE l/4• HIL1I KINK CON G 1 -1/4• MAL EMBED INTO MASONRY 2 PER ANGLE FLOATING CUP 14 SUE 2 ANGLE 1 -3/4' O.C. MN. FOR r TUBE 2 -3/4' O.C. MW. FOR ALL OTHER TUBES RI* II I II II II I II • U 1/4' HILTT KYNC CON II 1 -3/r MIN. WOOD PENETRATION 2 PER ANGLE 2 X 2Adir ALUM U I ALU X 1 ` o 9 • On S S 0 23Y WOOD BUCK OR WOOD &RUM RE • • •• • ••• • • • •• • • • • MCHORS TYPE 'A2' FLOATING CUP 14 SYS 2 PER ANGLE 1 -3/4' O.C. MW. ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS WY BE HEX OR FIAT HEAD. ANCHORS TYPE 'A4' FLOATING CUP 14 SMS 2 PER ANGLE I -3/4 O.C. MW. FOR r TUBE 2 -3/4' O.C. MW. FOR AU. OTHER TUBES Elgl: OIL STRUC1URE'S'S 041000 FLA. PE CAN.1 S SEP 2 5 2008 I A• PRODUCT REVISED m Rmplyt» with IEe HINT Accquense cDding Coda No • ' -• W A z z LE 7 C ZU)• ciSEA N I 1 G7 drawing no. M04 -05 (sheet 5 of 7 • • • • • • • • • • • • • • • • 1/4' HILTI M IK CON 8 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) trIVF 4 • 1 • a 2 -1/2' MIN. EDGE DIST. 2 1/2' MN. • OMR DIST. • • • • • ••• • •• • • •• ••• • • • • •• • ••• •• • ••• •••• • • • ALTERNATE • • • ANCHOR LIGATION • • • • •CUP • • #14 SMS 2 PER ANGLE 1 -3/4' O.C. MIN. FOR 3' TUBE 2 -3/4 O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE 1/4' H1131 KINK CON D 1 -3/4' MN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ANCHORS TYP ' M2' 1/4' H1131 KIM CON 8 1 -3/4' MN. EMBED INTO MASONRY 1 PER ANGLE 2 -1/2' ALL CUPS TO FR SNUG INTO TUBE MELONS. TAPCODS MAY BE HEX OR FIAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -DIME METESCRYLATE LACQUER. 1/4' HILTI KVAK CON B 1 -3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) ANCHORS TYPE 'M4' 1/4' HILTI IONIC CON II 1 -3/4' MW. EMBED INTO MASONRY 2 PER ANGLE #14 SMS 2 PER ANGLE 1 -3/4' O.C. M. FOR 3' TUBE 2 -3/4' O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE EaRn DR. STRUCTURES RA FNi00C1 FTA PE 1 18557 CAN. 3538 SEP 2 b 2008 ` � 9 g. 1 drawing no. M04 -05 k sheet 6of 7 ) •••• • • • • ISIS • • • • • • • • METAL STRUCTURES (STEEL. OR ALUM. 1/8' MIN. THICK) STEEL : Fy = 36 KSI LEN. ALUMINUM : 6063 -T5 MIIN. ANCHORS TYPE 'B2' ANCHORS TYPE 'B4' drawing no. M04 -05 • • • •••• • • • •• • • TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CID ANGLE CAULK JOINT AFTER ASSEMBLY • ••• •• • •••• • • • • • • • • •• •••• • • • • • • • THIS SCREW CAN BE • • N IN ERHER • ••••■• ISIS • • • •••• • •• • • • • •.••N• • • • /10 F.H. S.M.S. 2/ SIDE I /8' THICK ALUM CHANNEL. LENGTH TO FIT SNUG INTO MUWWN ACCESS HOLE / 14 S.M.S. 2/ CHANNEL #14 SYS 2 PER CUP 1 -1/2' O.C. MIN. 2 PER CLIP 1 O.C. MIN. TUBE MIBLON TUBE MUWON 1 -3/4' S 2' X 1/8` (me 287 TUBE) we S Y X 1 /13 FOR (1B ANGLE TUBE) CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 134' TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS Son OR. HUMAYOU N T s+l I s 1 � � 2008 EIZOLILTETRIEVISBD w complying Mild Co* wad PtaddA AampmH•No g< (sheet 7of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 N.W. 75 Avenue Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.mlamidade.aov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "CM 100" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04 - 16, titled "CM100 Aluminum Casement Window (L.M.I.), sheets 1 through 7 of 7, dated 03/01/04 with revision B dated 09/19/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami - Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the requestaf theBuildinf.Offcial. • • This NOA revises and renews NOA # 06 1130.01 and consists of this pag 1 and evidanoc pag�el�3 - �• nd E -2 as well as approval document mentioned above. •• ••• •• • • • •• The submitted documentation was reviewed by Manuel. Perez, P.E. • •• • •• •• • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •NOf No. 02.4)224 .17 • Expiration Date: July 29, 2014 Approval Date: June 17, 2009 ••• • • • • ••• • pike 1 • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -16, Sheets 1 through 7 of 7, titled "Series CM100 Aluminum Casement Window (L.M.I.) ", dated 03/01/04 with revision B dated 09/19/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window , prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #06- 1130.01) 2. 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 casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1856, dated September 17, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #06- 1130.01) 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 casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1859, dated January 16, 2004, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #06- 1130.01) 4. 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1350, dated October 14, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #06- 1130.01) E -1 •• ••• • • • • • •• • • • •• • • •• • . • • L . .it <_'��► • • • •• •• •• •• • • anuel P - . ' .E. • • • • Prgdpet j'pntr : Ez ; er • . NQA No 4I ..07 Xx}Jrtth Date:'JiVy 9, ®14 • • Appro'al Wte: June 17, 2009 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1344, dated September 12, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #06- 1130.01) 6. 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 casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1848, dated September 17, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #06-1130.01) C. CALCULATIONS 1. Revised Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 09/23/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated September 18, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated September 18, 2008, signed and sealed by Humayoun Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 06- 1130.01, issued to R.C. Aluminum Industries, Inc., for their Series CM100 Aluminum Casement Window - L.M.I., approved on 04/05/07 and expiring on 07/29/09. • • •• • • • • • • • • • • • • •• • • •••• ••• • • • •• • • • •••• • •• • •• • • . • • • E -2 • • • uel ez, P.E. •• Necklet Con zaiminer • NOA No. 49 -0125.07 •Expikaaon Date: luny 2 •• e014 Approval bate: June 17, 2009 • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • •• • •• • • • E -2 .. ... • • • • • •. • • • • • • • • • .. ••• •• • • .• Manuel Perez, P.E. • • • • Preduet Contrel Examiner • NbA 1St. 1■9- 0125.07 • Expfrabloe gate: July 2,•2014 • Appioval bate: June 2009 . •. • • • • • • • • • • • • • • • •• • • • • • • • ... • • • • • • • • • • • • • • • • •• • ... • • • • • • ••• • • •• • ••• • ••• a• •• • ••• HEAD /SILL CORNERS 37' MAIL WINDOW WIDTH SINGLE VENT WDW, • • • • 8 7 la n 8 5 /H' MAX. TYP. HEAD /SILL CORNERS FALSE MATINS MAY BE USED 37 MAX. WINDOW WIDTH CMIOO OPERATING /FIXED ALILIEWASEREELMED02 APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. U, 8' ONE OR TWO ANCHORS AT EACH SIDE OF IMPOST DUAL VENT WOW, SEE CHART SHEET 2 ALSO TOP AND BOTTOM COMBINATIONS OF FIXED AND CASEMENT WINDOWS USING STACKING HEAD /SILL WITHOUT MULLION. ALSO TO SIDE BY SIDE COMBINATIONS OF CASSEMENT /FIXED, CASEMENT /CASEMENT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUUJONS. RATING OF FIXED WINDOWS UNDER SEPARATE NOA. a 10I THIS PRODUCT I4AS BEEN DESIGNED AND TESTED TO COMPLY WITH THE RWUIREMENTS OF THE FLORDA BULDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE OW). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO NE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TFOS APPROVAL A LOAD DURATiON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT HOT LILTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • SIDE BY SIDE WDWS, ONE OR TWO ANCHORS AT EACH SIDE OF MULLION SEE CHART SHEET 2 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. Engrg D 4 FAR= Fl A. # 3 957 SEP 2 5 2005 MILLION CAPACITY FOR THIS SEE ARA MILLION NOA POINTS CHARTS ON SHEET 2 PRODUCT REVISED as =piping with WeFlaaa BuildIng Cede Acceptance Eepfnekm , #l, p} Date LTL L FF , ' By ,i. (sheet 1 of 7 WINDOW WIDTH 35 3/8' MAX. WINDOW WIDTH 35 3/8• MAX. VENT WIDTH 30 l/8' MAX. � N OPG. f • • • • ••• • • •• • ••• • ••• a• •• • ••• HEAD /SILL CORNERS 37' MAIL WINDOW WIDTH SINGLE VENT WDW, • • • • 8 7 la n 8 5 /H' MAX. TYP. HEAD /SILL CORNERS FALSE MATINS MAY BE USED 37 MAX. WINDOW WIDTH CMIOO OPERATING /FIXED ALILIEWASEREELMED02 APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. U, 8' ONE OR TWO ANCHORS AT EACH SIDE OF IMPOST DUAL VENT WOW, SEE CHART SHEET 2 ALSO TOP AND BOTTOM COMBINATIONS OF FIXED AND CASEMENT WINDOWS USING STACKING HEAD /SILL WITHOUT MULLION. ALSO TO SIDE BY SIDE COMBINATIONS OF CASSEMENT /FIXED, CASEMENT /CASEMENT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUUJONS. RATING OF FIXED WINDOWS UNDER SEPARATE NOA. a 10I THIS PRODUCT I4AS BEEN DESIGNED AND TESTED TO COMPLY WITH THE RWUIREMENTS OF THE FLORDA BULDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE OW). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO NE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TFOS APPROVAL A LOAD DURATiON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT HOT LILTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • SIDE BY SIDE WDWS, ONE OR TWO ANCHORS AT EACH SIDE OF MULLION SEE CHART SHEET 2 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. Engrg D 4 FAR= Fl A. # 3 957 SEP 2 5 2005 MILLION CAPACITY FOR THIS SEE ARA MILLION NOA POINTS CHARTS ON SHEET 2 PRODUCT REVISED as =piping with WeFlaaa BuildIng Cede Acceptance Eepfnekm , #l, p} Date LTL L FF , ' By ,i. (sheet 1 of 7 WINDOW WIDTH 35 3/8' MAX. WINDOW WIDTH 35 3/8• MAX. VENT WIDTH 30 l/8' MAX. VENT WIDTH 30 1 /8' MAX. DL OPG. D.L. OPG. 1 N. 8 S /H' MAX. TYP. 2— .__61/1., LOCKING RFT • • • • ••• • • •• • ••• • ••• a• •• • ••• HEAD /SILL CORNERS 37' MAIL WINDOW WIDTH SINGLE VENT WDW, • • • • 8 7 la n 8 5 /H' MAX. TYP. HEAD /SILL CORNERS FALSE MATINS MAY BE USED 37 MAX. WINDOW WIDTH CMIOO OPERATING /FIXED ALILIEWASEREELMED02 APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. U, 8' ONE OR TWO ANCHORS AT EACH SIDE OF IMPOST DUAL VENT WOW, SEE CHART SHEET 2 ALSO TOP AND BOTTOM COMBINATIONS OF FIXED AND CASEMENT WINDOWS USING STACKING HEAD /SILL WITHOUT MULLION. ALSO TO SIDE BY SIDE COMBINATIONS OF CASSEMENT /FIXED, CASEMENT /CASEMENT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUUJONS. RATING OF FIXED WINDOWS UNDER SEPARATE NOA. a 10I THIS PRODUCT I4AS BEEN DESIGNED AND TESTED TO COMPLY WITH THE RWUIREMENTS OF THE FLORDA BULDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE OW). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO NE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TFOS APPROVAL A LOAD DURATiON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT HOT LILTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • SIDE BY SIDE WDWS, ONE OR TWO ANCHORS AT EACH SIDE OF MULLION SEE CHART SHEET 2 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. Engrg D 4 FAR= Fl A. # 3 957 SEP 2 5 2005 MILLION CAPACITY FOR THIS SEE ARA MILLION NOA POINTS CHARTS ON SHEET 2 PRODUCT REVISED as =piping with WeFlaaa BuildIng Cede Acceptance Eepfnekm , #l, p} Date LTL L FF , ' By ,i. (sheet 1 of 7 YIDW. HDdR UP / / / / \ <�S / \ / �, 2 YIDW. HDdR UP NO. OF KEEPERS AT SASH NO. OF HINGES AT SASH 29 -1/4' 2 2 42' 3 2 44 -1/4' 3 3 59 -1/4' 4 3 74 -1/4' 5 3 WOW. HEIGHT KEEPERS HINGES UPTO AT SASH AT SASH 42' 2 2 74 -1/4' 3 3 DESIGN LOAD CAPACITY - PSP SIDE BY SIDE SINGLE VENT WINDOWS WINDOW DIMS. WM TH (17) 19 -1/8' 24' 28 -1/2" 30' 3T 42' 48" 53 -1/8' 19 -1/8' 24' 28 -1/2' 30' 3T 42' 48' 53 -1/8' 19 -1/8' 24' 28-1/7. 30' 3T 42' 48' 53 -1/8" 19 -1/8' 24' 28 -1/2' 30' 3T 42' 19 -1/8' 24' 28 -1/2' 30' 37' 42" 19 -1/8' 24' 28 -1/2' 30' 37' 19 -1/8' 24' 20-1/7. 30" 37' 19 -1/8' 24' 28 -1/2' 30" 37' HEKOW (H) 38 -3/8' 48' 80 -5/8' 60' 83' 66' 72' 74 MASS TYPES 'A' & 'H' ONE ANCHOR AT EACH SIDE DU.( +) & 8R.( -) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.8 80.0 80.0 80.0 80.0 80.0 79.7 698 83.0 80.0 80.0 80.0 80.0 604 759 69.1 59.8 80.0 80.0 80.0 80.0 72.4 838 804 80.0 80.0 804 88.9 60.7 80.0 80.0 80.0 80.0 659 80.0 50.0 80.0 74.4 80.3 80.0 80.0 80.0 72.1 588 TWO ANCHORS AT EACH SIDE OR.( +) & M.( -) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 804 80.0 80.0 80.0 80.0 804 80.0 804 80.0 80.0 80.0 800 804 80.0 804 80.0 804 80.0 80.0 804 80.0 80.0 80.0 80.0 804 80.0 604 80.0 80.0 80.0 80.0 80.0 804 804 72.8 80.0 80.0 804 78.4 859 x OISECTION OF VENT O OPTIONAL • W /I `- MUIllON LONE OR TWO ANCHORS AT EACH SIDE FIXED WINDOW OR CASEMENT WINDOW FOR FIX. WOW. RATING SEE SEPARATE NOA DESIGN LOAD CAPACITY - PS? DUAL VENTWINDOWS WINDOW DINS. WI DH (W) 3T 48' 53 -1/8' 60' 72' 74' 84' 996' 106 -1/4' 37' 48' 53 -1/8' 80' 72' 74' 84' 90' 108 -1/4' 37' 48' 53 -1/8' 80' 72' 74' 84' 3T 48' 53 -1/8' 00' 77. 74' 84' 31' 48' 53 -1/8' 80' 72' 74' 3T 48' 53 -1/8' we 72' 74' 37' 48' 53 -1/9" 77. 74' HEIGHT (H) 38 -3/8' 50 -5/8' 80 " 03' 80' 72' 74-1/4' cuss TYPES 'A' & '8' ONE ANCHOR AT EACH SIDE HM.( +) & 80.0 80.0 80.0 80.0 804 80.0 90.0 80.0 78.8 80.0 80.0 804 804 80A 804 73.8 88.1 599 80.0 804 80.0 80.0 74.4 72.4 838 804 80.0 804 80.0 708 08.9 80.7 804 80.0 80.0 80.0 878 858 804 80.0 80.0 74.4 624 80.3 804 sap 80.0 72.1 80.1 58.5 TWO ANCHORS AT EACH SIDE EXT.(+) & INT.(-) 804 80O 80.0 804 804 804 80.0 80.0 80.0 80.0 80.0 604 80.0 80.0 80.0 804 80.0 130.0 80.0 80.0 80.0 80.0 80.0 804 804 80.0 80.0 80.0 804 80.0 80.0 80.0 804 80.0 80.0 80.0 80.0 804 80.0 80.0 800 80.0 80.0 804 804 804 804 804 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 x ONE OR TWO ANCHORS AT EACH SIDE DESIGN LOAD CAPACITY - PSP SINGLE VENT WINDOWS WIDTH WINDOW 18 -1/9' 24' 28 -1/2' 30' 3T 42' 48' 53 -1/5' 19 -1/8' 24' 28 -1/2' 30' 3T 42' 48' 53 -1/8' 18 -1/8' 24' 28 -1/2' 30' 37. 42' 19 -1 /8' 24' 28 -1/2' 30' 3T 42' 19 -1/8' 24' 28 -1/2' 30' 37' 19 -1/8" 24' 28 -1/2' 30' 37. 30' 37' (W) 19 -1/8' 24' 28 -1/2' ELMS TYP DIMS. A' & a' • • • HEIGHT (H) EXT.( +) & INT.(-)14 • • 50-5/8' 74-1 /4' Fngr. OR. HLWAYCUN FARWO STRUCTURES CAN. MM 80.0 ••• 80.0 • 80.0 •••• • 804 •••• 80.0 80.0 80.0 80.0 • 4 80.0 80 • • • 80.0 • 80.0 80.0 • 80.0 80.0 80.0 804 80.0 80.0 BOA 804 804 80.0 80.0 804 80.0 80.0 80.0 80.0 80.0 80.0 804 804 80.0 80.0 80.0 804 80.0 80.0 804 80.0 80.0 SEP 2 5 2008 • ••• • • x • • • • • +rays 4y / • 14 •\ 4 • 4 • • ••4 • • / ••4 i W W V • • 'I a 4 a * s - h L i 4 drawing no. W04 -16 (sheet 2 of 7 ••• • •• ••• • ••• • •• • • • • •• • • • • •• • ••• • NO. OF NO. OF • HEW KEEPERS AT SASH HINGES AT SASH 42' 2 2 74-1/4' 3 3 DESIGN LOAD CAPACITY - PSP SIDE BY SIDE SINGLE VENT WINDOWS WINDOW DIMS. WM TH (17) 19 -1/8' 24' 28 -1/2" 30' 3T 42' 48" 53 -1/8' 19 -1/8' 24' 28 -1/2' 30' 3T 42' 48' 53 -1/8' 19 -1/8' 24' 28-1/7. 30' 3T 42' 48' 53 -1/8" 19 -1/8' 24' 28 -1/2' 30' 3T 42' 19 -1/8' 24' 28 -1/2' 30' 37' 42" 19 -1/8' 24' 28 -1/2' 30' 37' 19 -1/8' 24' 20-1/7. 30" 37' 19 -1/8' 24' 28 -1/2' 30" 37' HEKOW (H) 38 -3/8' 48' 80 -5/8' 60' 83' 66' 72' 74 MASS TYPES 'A' & 'H' ONE ANCHOR AT EACH SIDE DU.( +) & 8R.( -) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.8 80.0 80.0 80.0 80.0 80.0 79.7 698 83.0 80.0 80.0 80.0 80.0 604 759 69.1 59.8 80.0 80.0 80.0 80.0 72.4 838 804 80.0 80.0 804 88.9 60.7 80.0 80.0 80.0 80.0 659 80.0 50.0 80.0 74.4 80.3 80.0 80.0 80.0 72.1 588 TWO ANCHORS AT EACH SIDE OR.( +) & M.( -) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 804 80.0 80.0 80.0 80.0 804 80.0 804 80.0 80.0 80.0 800 804 80.0 804 80.0 804 80.0 80.0 804 80.0 80.0 80.0 80.0 804 80.0 604 80.0 80.0 80.0 80.0 80.0 804 804 72.8 80.0 80.0 804 78.4 859 x OISECTION OF VENT O OPTIONAL • W /I `- MUIllON LONE OR TWO ANCHORS AT EACH SIDE FIXED WINDOW OR CASEMENT WINDOW FOR FIX. WOW. RATING SEE SEPARATE NOA DESIGN LOAD CAPACITY - PS? DUAL VENTWINDOWS WINDOW DINS. WI DH (W) 3T 48' 53 -1/8' 60' 72' 74' 84' 996' 106 -1/4' 37' 48' 53 -1/8' 80' 72' 74' 84' 90' 108 -1/4' 37' 48' 53 -1/8' 80' 72' 74' 84' 3T 48' 53 -1/8' 00' 77. 74' 84' 31' 48' 53 -1/8' 80' 72' 74' 3T 48' 53 -1/8' we 72' 74' 37' 48' 53 -1/9" 77. 74' HEIGHT (H) 38 -3/8' 50 -5/8' 80 " 03' 80' 72' 74-1/4' cuss TYPES 'A' & '8' ONE ANCHOR AT EACH SIDE HM.( +) & 80.0 80.0 80.0 80.0 804 80.0 90.0 80.0 78.8 80.0 80.0 804 804 80A 804 73.8 88.1 599 80.0 804 80.0 80.0 74.4 72.4 838 804 80.0 804 80.0 708 08.9 80.7 804 80.0 80.0 80.0 878 858 804 80.0 80.0 74.4 624 80.3 804 sap 80.0 72.1 80.1 58.5 TWO ANCHORS AT EACH SIDE EXT.(+) & INT.(-) 804 80O 80.0 804 804 804 80.0 80.0 80.0 80.0 80.0 604 80.0 80.0 80.0 804 80.0 130.0 80.0 80.0 80.0 80.0 80.0 804 804 80.0 80.0 80.0 804 80.0 80.0 80.0 804 80.0 80.0 80.0 80.0 804 80.0 80.0 800 80.0 80.0 804 804 804 804 804 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 x ONE OR TWO ANCHORS AT EACH SIDE DESIGN LOAD CAPACITY - PSP SINGLE VENT WINDOWS WIDTH WINDOW 18 -1/9' 24' 28 -1/2' 30' 3T 42' 48' 53 -1/5' 19 -1/8' 24' 28 -1/2' 30' 3T 42' 48' 53 -1/8' 18 -1/8' 24' 28 -1/2' 30' 37. 42' 19 -1 /8' 24' 28 -1/2' 30' 3T 42' 19 -1/8' 24' 28 -1/2' 30' 37' 19 -1/8" 24' 28 -1/2' 30' 37. 30' 37' (W) 19 -1/8' 24' 28 -1/2' ELMS TYP DIMS. A' & a' • • • HEIGHT (H) EXT.( +) & INT.(-)14 • • 50-5/8' 74-1 /4' Fngr. OR. HLWAYCUN FARWO STRUCTURES CAN. MM 80.0 ••• 80.0 • 80.0 •••• • 804 •••• 80.0 80.0 80.0 80.0 • 4 80.0 80 • • • 80.0 • 80.0 80.0 • 80.0 80.0 80.0 804 80.0 80.0 BOA 804 804 80.0 80.0 804 80.0 80.0 80.0 80.0 80.0 80.0 804 804 80.0 80.0 80.0 804 80.0 80.0 804 80.0 80.0 SEP 2 5 2008 • ••• • • x • • • • • +rays 4y / • 14 •\ 4 • 4 • • ••4 • • / ••4 i W W V • • 'I a 4 a * s - h L i 4 drawing no. W04 -16 (sheet 2 of 7 ••• • •• ••• • ••• • •• • • • • •• • • • • •• • ••• • ITEM ND. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANY. /SOPLIBR/REMABES 1 CM100 -001 2/ WOW FRAME JAMB 6083 –T8 – • 2 CM100 -002 2/ WOW FRAME HEAD AND SILL 8083 –TO – • • • • • 3 CM100 -007 AS REOD. FRAME JAMB (FILL) 8083 –T8 FOR F0ffLWWWDA1 • 4 CM100- 008 AS REOD. HORS. IMPOST 8083 –T8 FOR FIXED 8 '' • • f l 5 C1100 -012 AS REDD. JAMB ANCHOR CUP 8083 –T8 – • f 6 C 1100-013 AS REDD. VENT HINGE 6005 –TB D4TALLED•W9% 4%410 X 3/8' MS 7 CA100 -014 AS REDD. FRAME HINGE 8005 -15 INSTALLED WITH (2) #10 X 3/11' MS 8 CM100-015 AS RECD. FRAME HEAD /SILL (FDL) 8083 –T8 FOR FUfE141 • • • 9 CM100-016 4/ WOW GLAZING BEAD (LAM. GLASS) 8083 –TO FOR FIXED TW!(MT• • 10 01100-017 4/ WOW GLAZING BEAD (LAM. INS. GLASS) 8083 –T8 FOR FIlEq 1 9• • • 11 01100 -018 4/ WOW SNAP COVER (LAM. GLASS) 8083 –T8 FOR FIXED WOODS • • • 12 01100 -018 4/ WOW SNAP COVER (LAM. INSUL GLASS) 0083 –T8 FOR FIXED • i 13 CM100-032 AS REDO. VERTICAL IMPOST 8083 –T8 – 14 01100- 021 2/ IMPOST ANCHOR CUP FOR VERTICAL IMPOST 8083 –T8 . . • – • • • 15 01100 -022 – ANCHOR ARM OPERATOR 8083 –T8 – • • • 18 – AS READ. SCREENS miaow OPTIONAL A • . • . 19 08100 -026 4 VENT FRAME 8083 –T8 – • • • • • 20 01100 -027 1/ CORNER CORNER LOCK 8083 –T8 – 21 V-033 AS RENO. TREMCO TR -5804N SPONGE NEOPRENE – 22 V -054 AS RECD. VINYL. FOR LAM. GLASS – VENT PVC – 23 V–DOS AS RECD. VINYL FOR LAM. INSUL GLASS – VENT PVC – 24 V-059 AS REED. VINYL FOR LAM. & LAM. INSUL GLASS (FIX.) PVC – 25 AS RECD. 3/18' X 3 /B• X 4' LO. SETTING BLOCK – – 28 AS RECD. 1/8' X 1/2• SINGLE FACE TAPE – – 27 P-02S – PLASTIC CAM Y & Y NYLON – 30 0025 & CD35 – SINGLE NOW OPERATOR ST. STEEL ROTO HARDWARE SYSTEMS 31 – – – – – 32 1.805 -8645 – 3 POINT LOCK AMY – ROTO HARDWARE SYSTEMS 33 GT553 – GUIDE HOUSING – ATTACHED WI (3) /8 X 3/4' SINS 34 GS001 – STRIKER – ATTACHED W/ (3) #8 X 1/2 SMS 35 #10 X 1• 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHI.. SAS 38 #10 x 1/2• 2/ CORNER VENT ASSEMBLY SCREWS BE STEEL EH PHL SMS 37 #10 x 3/4• 4/ CORNER IMPOST ASSEMBLY SCREWS ST. STEEL PH PHI.. SMS 38 #10 X 3/4' 2/ SIDE IMPOST ASSEMBLY SCREWS ST. STEEL EH PHI.. SMS GLASS TYPE A' GLASS TYPE A' GLAZING OPTIONS 1/8 HEAT STREW() GLASS 1/4• AIR SPACE 1/8 HEAT SIREN'D GLASS .090' IMERIAYER DUPONT BUTACITE PYB GLASS TYPE 'B' 1/8 NEAT STREN'D GLASS SIUCONE DOW CORNING 795 1/8• HEAT STREN'D GLASS I/4' AIR SPACE 1 /B' HEAT SHREWD GLASS .090' STERLAYER DUPONT BUTACRE PVB GLASS TYPE 'B' 1/8 HEAT STREMD GLASS SIUCONE DOW CORNING 785 W HUMOUR PAM BI FE IU 165 GA.N. SEP 2 6 2008 PRODUCTREVISED as complying BuIl&np + 0 •LTmEfta Acceptance -' 0221.0• Data ELS - 1U. WI • I ( ;ra c wing n W04 -16 n N A o 4 S 4 S k I sheet 3 of 7 ) • • •• • • ••• • • • • •• • • -• • • • ••• • •• • • TYPICAL ANCHORS SEE ELY. FOR SPACING 15 R oll 'En I 0 ° I - 1�- ilraal . � , tea trif EXTERIOR D.L OPO. SINGLE VENT WINDOWS WOOD BUCKS AND METAL STRUCTURE NOT BY RC ALUMINUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE drawing no. W04 -16 .2—.,3/8" MN. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1ST WOOD BUCK METAL STRUCTURE TYPICAL ANCHORS SEE El£t. METAL FOR SPACING STRUCTURE TYPICAL ANCHORS SEE LILY. FUR SPACING 1/4' MAX. SHIT TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" HR TT KINK Il INTO 2BY WOOD BUCKS OR WOOD STRUJTURF • 1 - 3/8° MIN. PENETRATION INTO WOOD •• • THRU 1 BY BUCKS INTO CONC. OR MASO►II 4 • • • 1 - 1/4" MIN. EMBED INTO CONC. OR MWtift: DIRECTLY INTO CONC. OR MASONRY • • • • 1 -1/4 MIN. EMBED INTO CONC. OR MA60NRY • 114 MS OR SELF DRILLING SCREWS INTO METAL STRUCTURES • • Josh STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) • • ALUMINUM : 1/8" THK. MIN. (6083 —T5 IMM • • • • (STEEL IN CONTACT WITH ALUMINUM TO r PDI OR PAINTED) J14 OR SELF DR WNG SCRETVS • . • •••• • INTO DADE COUNTY APPROVED MULLIONS 4. _ (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = NOTED INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 1/2" MM. SEALANT ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. SEP 2 5 2008 1BY WOOD SUCK moo= REVISED as oumpdpiegvt• the FINK& &Oft Coda ACOepM= • 1h'— OZ2t.0� p � pbm<mt 1. �Sr-a �.• 4,, • ��u ••••� • ••• • ••• • •• • • • • • • • • ••• (sheet 4 of 7 ) ••• • • • ••• • • ••• • •• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX. O 1/4' SHIM DUAL VENT WINDOWS 1 X 3 X 1/V ALUM TUBE (ems — TB) SIDE BY SIDE WINDOWS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4 SHIM 1/4 MAX. Ent DR. NUWYOUN EAR000 SRNC 165 nt 616397 SEPSEP 2 6 NOB TYPICAL ANCHORS S ELEV. FOR SPACING • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • S ••• • • •• •••• • • • • • • • • • • • • • •• •• • •• PRODUCT REVISED as complying w11u the Fiat& T1 O Q- Z� T y y • • • • • • • •••• • • • • • • •• • ••• • ••• (4 411V drawing no. woo -16 (sheet 5 of 7 ) •••• • • • •••• • •••• • • •• • • ••• •••• • • • •••• • .582 .082 1YP. � I I F L2.125 FRAME JAMB (FIX.) W 1203 — 1 GLASS STOP (FIX. LAM. GL) O FRAME HEAD /SILL (FIX.) 110 .050 1rP..878 11 SNAP COVER (FIX. LAM. GL) .078 �97b� 1.704 VINT S L2.187�J JAMB ANCHOR CLIP 14 IMPOST ANCHOR CUP SEP 2 5 2D08 droving no. W04-16 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildinacode NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 N.W. 75 Avenue Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 FX 345 Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -103, titled "Series "FX -345" Aluminum Window Wall System (L.M.I.) ", sheets 1 through 7 of 7 plus sheet 3A, dated 11/14/03, with revision E dated 07/16/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site al the rettaer pf ibe. Building Official. This NOA revises and renews NOA # 07- 0831.05 and consists'gf this page tact a nti pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • ... • • • • • • • • • • • • • • • 0 0 000 • 000 • • • • • • • • • • • • • • • • • • • 1WOh Alo. 08- 1217.02 Expiration I ate: 'March 25, 2014 Approval Date: April 22, 2009 ... • • • • ... • • Page1 • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -103, titled "Series "FX -345" Alum Window Wall System (L.M.I.) ", sheets 1 through 7 of 7 plus sheet 3A, dated 11/14/03 with revision E dated 07/16/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4612, dated 05/17/05, signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA # 07- 0831.05) 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3719, dated 02/26/03; signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA # 03- 1023.02) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FFL- 3713, dated 02/14/03, signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA # 03- 1023.02) 4. Test reports on: 1) Small 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 aluminum window wall system, prepared by Fenestration Testing Lab &rate , $nc., t5epgrt•No. FTL- 3478, dated 07/03/02, signed and sealed by gdanunalo J ?L,a$gie d (Submitted under NOA # 03- 1023.02) • • E -1 angel ' P.E. • .. • • • • •Product Cur 1 Ex : I er • • • . 11OA ; - 217.02 • • : txiiiratiEn 3ele: March 25, 2014 • Afiprovalbater April 22, 2009 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • ••• • • R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a steel reinforced aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETl -01 -1188, dated 05/22/01, revised on 6/23/03, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA # 03- 1023.02) 6. 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 a steel reinforced aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1038, dated 06/20/01, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA # 03- 1023.02) 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Mr Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a steel reinforced aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HET1-01 -1037, dated 06/20/01, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA # 03- 1023.02) 8. 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 a steel reinforced aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1018, dated 05/18/01, revised on 06/23/03, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA # 03- 1023.02) 9. Test report on Safety Performance (Impact) per American National Standard for Safety Glazing Materials Used in Buildings, ANSI Z -97.1 (CPSC 16 CFR 1201), along with marked -up and die drawings of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5318, dated 07/05/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 10/24/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Offioo'(BC&C®).. • . . • • • • E -2 Manuel Perk .E. • • • • • • ...Product Cnptrol E er .. •' : 111OA:rTo. 08- 1217.02 • • • •. • • txxirati8n 4arch 25, 2014 • • ' Af provalbate:' April 22, 2009 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/06/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex HIG Clear or colored Interlayer" dated 05/05/06, expiring on 05/21/11. 3. Notice of Acceptance No. 09- 0210.05 issued to Viracon, Inc. for their " Viracon HRG-2 Glass Interlayers ", dated 03/26/09, expiring on 02/12/14. F. STATEMENTS 1. Statement letter of conformance, dated October 24, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 24, 2008, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0831.05, issued to R.C. Aluminum Industries, Inc., for their Series FX 345 Aluminum Window Wall System - L.M.I., approved on 04 /10/08, and expiring on 03/25/09. E -3 •• ••• • • • • • • •• • • • • • • • • • • i i • • • Manuel Perez, • • • • • • • • Prodgct c gtrol Ex : I I . p er • • • • • • • • ]O4 No. 08-1217.02 • • • • r4irotibn;Dete: March 25, 2014 • • • A'pprovaPDate? April 22, 2009 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 500 • • • • • • • • • •••1 • • • •••1 • • • •••4 • •••• • • • ••••4 n 2 • CORNERS U CORNERS • 3" 1 42 1/2" MULL SPACING 38 1/8" D.L OPG. •• • • •• • • • • • • • •• • 124 1/r OVERALL WIDTH 41 41' MULL SPACING MULL SPACING 38 1/8' 38 1/8" D.L OPG. STEEL REINFORCING AS RECD. I8<II_11) i I ( I I • • • /• •WWO OR THREE ANCHORS ' • .EACH SIDE OF JAMB /MUWON • • • SHEET 4 FOR CAPACITY •• • •••• • FX -346 AM$M. WINDOW. WALL SYSTEM (L.M.I.) • THIS SYSTEPI IS RATED FOR IMPACT. • SHUTTERS. SRfi +NOT REWARD • • • • CODE RtQLlf iNgts FOR SAFEGIIDS MUST BE OBSERVED. • • • • TINS PRODUCT HAS BEEN DESWCNED AND TESTED TO COMPLY WITH THE REQUIRESEAT! WORM FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOeIIY HURIRCANE ZONE (HVHZ). ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERMT. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MATEWNS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. DLL OPG. TWO OR THREE ANCHORS 1 3/8" -AT JAMB / SEE SHEET 4 FOR CAPACITY 1 3/8" g _ g 10" MAX TP. AT HEAD /SILL STEP t STEP 2 STEP 3 SHEA 51E2_5 STEP I UN- ANCHORED JAMB INSTRUCTIONS: USE CHARTS AS FOLLOWS. n TYPICAI ELEVATIONS TESTED UNITS 0 J d 8' MAX HEAD /SILL CORNERS DETERMINE DESIGN WIND WAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS. CHECK MULLION CAPACITY FOR A GWEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 & 3A THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEETS 4 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. FOR CAPACITY OF JAMBS WITH ANCHORS OPTION SEE CHART ON SHEET 8. THE LOWEST VALUE RESULTING FROM STEPS 2, 3, 4 AND 5 SHALL APPLY TO ENTIRE SYSTEM. 45 D.L OPG. STEEL REINFORCING AS REGD. 143 3/4" OVERALL WIDTH 45" ILL OPG. • TWO OR THREE ANCHORS AT EACH SIDE OF MUWON SEE SHEET 4 FOR CAPACITY DR. HLMAYOUN FARCOO STRUCTURES FTA. 2E f 16557 CAN. 3538 45' D.L. OPG. 1 3/8" U m. 10" MAX TP. AT HEAD /SILL WINDOW WALL SYSTEM WITH GLASS TYPES 'A' & 'B' ONLY COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT REVISED emaptilag with SWUM" f 'I Tin • -!?/7. De.c 59- 01 9 ' 20/4 ra ,u ts z sl lZ ^5 W _ I ? a ZN en w _Zm T =,NM N co • 0 k n a C U 9 J drawing no. W03 -103 sheet 1 of 7 ) GLASS DESIGN LOAD CAPACITY - PSP GLASS DESIGN LOAD CAPACITY - PSP D.LO. D.L.O. C y1ia � �- -.- p I„ r- STORE\W03- 103RC�I NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE ' I DIMS NOMINAL DS GLASS TYPE 'A' GLASS TYPE '' B GLASS TYPE ' WIDTH D.LO. HEIGHT EXT.( +) & INT.( -) E1R.( +) & INT.( -) Off.( +) & INT.(- WIDTH D.LO. HEIGHT EXT.( +) & INT.( -) EXT.( +) & INT.( -) EM.( +) & INT.( WIDTH WIDTH AL FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI. FLORIDA 33174 I I TEL (305) 2848100 FAX. (305) 2826978 14' 80' 83' 68' 89' 95.0 115.0 81.0 120.0 24' N r IQi In n a v y - 115.0 81.0 95.0 115.0 81.0 120.0 -4 - - 115.0 115.0 81.0 81.0 1HO3H • 'O'TO _ • 95.0 115.0 81.0 120.0 - 115.0 81.0 1200 - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 115.0 - 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 '0T0 - 115.0 81.0 120.0 24' 27' 30' SO' - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 SEE SHEET 5 FOR GLAZING DETAILS. - 115.0 - 120.0 - 115.0 - 120.0 1(FX -345 ALUM. WINDOW WAU. SYSTEM (1..m.01 7 R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TN AVE. MIAMI, FL. 33122 TEL. (305) 592 -1515 FAX. (305) 592 -2184 - - - 120.0 - 115.0 - 120.0 • • er •••• • •••• 95.0 115.0 81.0 120.0 - 115.0 - 120.0 95.0 115.0 81.0 120.0 N IV YI A R II 98' - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 119.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 N 1V R n ^ II 1 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 - 120.0 - 115.0 - 120.0 - 115.0 - 120.0 • _ •• - - 120.0 - 115.0 - 120.0 • op IIrrII �mp • p1 • 4 N N 17 n n I7 <♦ a b Ifl Y�l • • • • • ••• • • • • • •••• • • •• 72.• •• • • • • • • • I••• • • 9j .0 • 115.0 81.0 120.0 N N A 17 A n 108, - 115.0 81.0 120.0 C 1c N‘9101. , .99N '. 133119 938 399340 ON 3300V 3109 II- _ ow LOU 403 0310043 'A3N 3104 7 1L J33NS SOIL 30Ntl10 ON - 115.0 81.0 120.0 - 115.0 81.0 120.0 • • • - 0 • 115.0 81.0 120.0 - 115.0 81.0 120.0 •!•••• 115.0 81.0 120.0 - 115.0 - 120.0 t• • • 115.0 81.0 120.0 - 115.0 - 120.0 • - • .. 115.0 81.0 120.0 - - - 120.0 • •••• - 115.0 81.0 120.0 N N M V MI 114' - 115.0 81.0 120.0 •• •• 115.0 81.0 120.0 - 115.0 81.0 120.0 • • M • • 115.0 - 120.0 - 115.0 - 120.0 9011.10 00'91'01 901 LO91'LO I 160'LOZOI 115.0 - 120.0 - 115.0 - 120.0 • ••••• -• 115.0 - 120.0 - - - 120.0 - - 120.0 24' 2? 30' 33' 120' - 115.0 81.0 120.0 . q • T 30 • • • • • • • • • •••• s�� • - • • 115.0 81.0 120.0 - 115.0 81.0 120.0 © ©0 • • • 115.0 81.0 120.0 - 115.0 - 120.0 [ij COiI .11. 2109] I[ amyl :L9 'w] - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 81.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). S F FlA PE / 18557 C 3538 FEB 1 6 2009 iO1'JC "!. i 41360'.1•^1;'. •;t•11 the Masi* Siff `� :13. ' "' .Swyc. N.i s:•: • fa wi- >: ft., o . rr7'%>4 Zp/ , Lty a / ,•. i , Lyy>acW .,,. - 115.0 81.0 120.0 - 115.0 81.0 120.0 - 115.0 - 120.0 - 115.0 - 120.0 C > drawing no. W03 -103 - 115.0 - 120.0 - 1 15.0 - 120.0 - - - 120.0 ( sheet 2 of 7 • • 1•• • • I•• I • • • • • ••• • • • • • • •• • • • • • • NOMINAL DIMS. JAMB TYPE '11 JAMB TYPE 'J2' MUIL TYPE 'Ml' MULL TYPE '1,12' YAOTH (W) ' FRAME I¢IGHt EXT( +) & TNT.( -) EXT.( +) & OTT.( -) EXT.( +) & TNT.( -) IXT.( +) & OTT.( -) 30' 36' 42' 46' 54 60' 68' 72 30' 38' 42' 48' 54' 60' 88' 72' 30' 38' 42' 48' 54' 80' 68' 72' 30' 38' 42' 48' 54' • • 68' • 30 ' • 36 • 42' 48' ••• • • • ` •••O• 60' • • 88' 30' • 38 . 2' 48' 54 60' 68' 30' 38' 42' 48' 54' 80' 60' 86 72 • •88 • •••• • 8 8* •• •• 8 • • • •••• .. 98' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120• • 120� 120.0 1203 • 1200• • • 120.0 • 1200 • 1211• • • 120.0• • • 12111 115. • • 119%••• • • 115.0 75:I . 115.0 115.0 115.0 75.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 • 100.0 100.0 • 100.0 • • 100.0 • 100.0 100.0 • 100.0 100.0 • 100.0 100.0 • 100.0 • 100.0 100.0 • 100.0 • 100.0 100.0 100.0 100.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1204 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.2 110.4 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 1207 120.0 1200 120.0 120.0 116.2 EXT.( +) INT.( -) 120.0 120.0 120.0 120.0 120.0 1204 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 634 120.0 120.0 120.0 120.0 120.0 116.2 110.4 115.0 115.0 115.0 115.0 63.0 63.0 63.0 115.0 115.0 115.0 634 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 81.0 120.0 120.0 120.0 120.0 1200 116.2 110.4 115.0 115.0 115.0 115.0 81.0 81.0 81.0 110.0 1150 115.0 81.0 JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS 120.0 100.0 120.0 100.0 120.0 100.0 120.0 120.0 100.0 120.0 120.0 120.0 120.0 750 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1204 120.0 120.0 120.0 110.4 115.0 115.0 115.0 115.0 115.0 115.0 115.0 MULL TYPE '343' 834 81.0 JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. W121N (8) FRAME HDOHT 30' 36' 42° 48' 54' 30' 36' 42' 48' 54' 30' 36' 42' 48' 30' 36' 42' 48' 30' 38' 42' 48' 102' 108' 114' 120' 126' IAMB TYPE '31' EXT.(.) & MT.( -) 115.0 115.0 1150 750 115.0 115.0 115.0 75.0 115.0 1150 75.0 115.0 115.0 754 115.0 100.4 JAMB TYPE '12' EXT.( +) &TNT.( -) 100.0 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 MULL TYPE 'MI' EXT.( +) & MULL TYPE 'M2' EXT.( +) & 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 141113. TYPE '1I3' EXT.( +) 63.0 83.0 63.0 63.0 63.0 83.0 83.0 630 63.0 634 63.0 63.0 83.0 63.0 630 63.0 63.0 63.0 83.0 63.0 63.0 83.0 81.0 810 81.0 81A 81.0 81.0 810 81.0 81.0 81.0 81.0 810 81.0 81.0 810 81.0 81.0 81.0 81.0 81.0 81.0 81.0 611 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) AT FRAME MULLION W3 W2 + W3 2 JAMB TYPE 'J1' JAMB TYPE. 72' MOLL TYPE ' 811' M01L TYPE 'M2' MU11. TTPE ° M9' 0 C) zW cssr N 2 n Nl j M N o n Q Z • CC N �2 F a m A a 9 0 4 1 drawing no. W03 -103 (sheet 3 of 7 JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITH INTERYEDNTE HORIZONTALS JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITH OIIERMEDIATE HORIZONTALS 4 V ! { ��1 y • w - -. -_ J lakT o : -- oe aois NOMINAL DIMS. JAMB TYPE 'J1' JAMB TYPE 'J2' MULL TYPE 'Ml MUL TYPE 'M2 I 'M3' _ NOMINAL DIMS. WIDTH (W) HEIGHT JAMB TYPE '11' JAMB TYPE '12' MULL TYPE 'MI' MULL TYPE 'M2' MULL TYPE 'M3' • AL FAROOQ CORPORATION I ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (308) 284-8300 FAX. (305) 2828978 FRNIE HEIGHT EXT.( +) & INT.(-) EXT.( +) & INT.( -) OR.( +) & INT.( -) EXT.( +) & INT.(- ANT.( -) EXT.( +) & INT.( -) EXT.(+) & INT.( -) EXT.( +) & INT.( -) EXT.( +) & INT.(-) EXT.(+) INT.( -) Rn�3X$�n 120.0 100.0 120.0 120.0 120.0 120.0 1 102 115.0 100.0 - 75.0 83.0 81.0 120.0 100.0 120.0 120,0 120.0 120.0 115.0 100.0 - 75.0 83.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 115.0 100.0 - 75.0 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 75.0 100.0 - 75.0 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 - 100.0 - - 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 108' 115.0 100.0 - 75.0 83.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 115.0 100.0 - 75.0 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 115.0 100.0 - 75.0 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 75.0 100.0 - 75.0 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 - - - - 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 53 S3 , S 114' 115.0 100.0 - 75.0 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 115.0 100.0 - 75.0 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 75.0 100.0 - 75.0 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 - 100.0 - - 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 120' 115.0 100.0 - 75.0 63.0 81.0 R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL (105) 592 -1515 FAX. (305) 592-2184 120.0 100.0 120.0 120.0 120.0 120..0 112.8 100.0 - 75.0 63.0 81.0 68 72" 5! 1 J3: S s la V g 120.0 100.0 120.0 120.0 120.0 120.0 75.0 100.0 - 75.0 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 - 98.2 - - 83.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 128' 115.0 - - 75.0 63.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 97.4 - - 75.0 83.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 - - - - 83.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 - - - - 83.0 81.0 120.0 100.0 120.0 120.0 120.0 120.0 120.0 100.0 112.0 112.0 112.0 112.0 .. 11 - 1°7111 - _ .. 30' 36' 4Y 48' 54' 4 • 49 80. • 68 72" • 4186 • • • •••• • 120.0 100.0 120.0 120.0 120.0 120.0 120.0 100.0 120.0 120.0 120.0 120.0 120.0 100.0 120.0 120.0 120.0 120.0 120.0 100.0 120.0 120.0 120.0 IF 120.0 100.0 120.0 120.0 120.0 L 1200 •• 100.0 113.8 120.0 120.0 120.0 pE • J2 • MULL TYPE 'MI' MULL TYPE 'Mr MULL TYPEyg' 12011 • : 100.0 103.5 110.2 110.2 110.2 )( uogduasep L33NS NM) 30NY443 ON 03tl 1NVNJ g r g g R• E g 120.0 100.0 - - 63.0 81.0 - 54• • 60" 86- F • • • ■ 6 • • • • 8 • • •• • • • • • • 5 120` • 100.0 120.0 120.0 120.0 INTERAIEDIATE HORIZONTALS • 120.• • • • • 100.0 120.0 120.0 120.0 120.0 120,0 100.0 120.0 120.0 120.0 120.0 12 • • 1 - 100.0 120.0 120.0 120.0 12,00••• e• 100.0 109.1 115.0 115.0 115.0 120.0 • • / 100.0 98.2 98.2 98.2 98.2 1110I3H 3WVd3 —' , 12010 • 100.0 89.2 89.2 89.2 89.2 dik • •••• 1 90• • •••• • 115.0 100.0 - 115.0 115.0 115.0 .• ?Cr r a 0• • • i1119/00 1 • 100.0 _ 115.0 115.0 115.0 ao :su_ 0191 I 0OT) LO 90'8('01 O 8 8 o s d 1110 • • • • l• 100.0 - 115.0 115.0 115.0 115.0 100.0 - 115.0 115.0 115.0 4 • •• • 100.0 - - 63.0 81.0 o o . ,. 0 - • • 100.0 - - 63.0 81.0 1 • • - - - - 63.0 81.0 30' 36' 48' 54' 60' • 96' 115.0 100.0 - 115.0 115.0 115.0 115.0 100.0 - 115.0 115.0 115.0 W7 W2 W3 Eno OR HUS FAROS STRUCTURES RA PE 18a::..r .PE 14 557 CAN. FEB y s 20139 �BO0)LI : 1 I:SYI-"'£D s ?+c s? ::� �i 'I'MI Mr&I HO•.`'p,il n'- .1 L / /,_„ e� �� ,.,: .�, r � 115.0 100.0 - 115.0 115.0 115.0 75.0 100.0 - - 63.0 81.0 WIDTH (W) = WI - AT FRAME JAMB 75.0 100.0 - - 83.0 81.0 { drawing no. 1 W03 -103 - 100.0 - - 63.0 81.0 W2 + W3 WIDTH (W) m AT FRAME MULLION 2 sheet 3Aot 7 ) • ••• • • • • • • • •• • ••• • • ••• • • • • • • • •• • •• • • • •••• • • ••• • • • • •• • • ••• • • • •• • •••• • • • i••• ANCHOR DESIGN LOAD CAPACITY - PSF 2 ANCHORS 9 EACH SIDE OF JAMB OR MULL 3 ANCHORS 9 EACH SIDE OF JAMB OR MULL NOMINAL DIMS. TYPE 'A' TYPE 'B' WIDTH (W) FRAME WIGHT EXT ( +) DO. ( +) UR. ( -) Bar. ( -) • • • • • • • • • • 30' 38' 42' 48' 54 60' 86' 72' 30' 36' 42' 48' 54' 60' 86' 72' 30' 36' 42' 46' 54' 80' 66' 72' 30' 38' 42' 48' 54' 66' 72' 30' 38' 42' 48' 54' 60' 68' 30' 38' 42' • 48' 54' 60" 30' 38' 42" 48' 54" 60' • 60' 66' 72' •••• • • •8Bi• • • • • •••• I • • •• • •11 • • • • • • •• •••• • • •••• 90' • • • 98' 3/8' MAX SHIM SPACE 120.0 1200 120.0 120.0 120.0 116.5 120.0 1019 120.0 90.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.5 120.0 120.0 120.0 120.0 120A 120.0 1123 103.2 120A 120.0 120.0 121.0 120.0 120.0 5/8" MAX SHIM SPACE 3/8" MAX SHIM SPACE TYPE 'A' EXT. ( +) INT. ( -) TYPE 'B' DO. ( +) INT. ( -) 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 81.5 74.1 87.9 120.0 120.0 105.9 928 82.3 74.1 67.4 81.8 120.0 1132 97.0 84.9 755 87.9 819 56.8 120.0 104.5 89.8 120.0 • 714 120.0 • 199.7 • 114.3 • 827 • 103.9 • 57.0 • 952 1 60 �1'; • ••�• 120.0 1185 120.0 • •27..• • 120A • • 60446 • 120.0 72.8 117.9 e * 105.1 • •SLf 985 •••a.• 120.0 008.7 120.0. • e ar • 120.0 • 784 120.0 • • • 879 510.0 80.4 99.0 54.3 1019 84.9 72.8 118.1 63.7 103.2 58.8 92.9 51.0 120.0 120.0 120.0 120.0 114.0 102.6 933 65.5 120.0 120.0 120.0 116.6 103.7 93.3 84.8 77.8 120.0 120.0 120.0 1089 95.0 855 779 71.3 120.0 1200 112.8 98.7 62.0 54.2 87.7 43.4 39.4 79.0 710 65.8 120.0 1200 57.8 50.4 104.7 910 815 73.3 68.8 1204 114.0 855 78.0 1089 91.8 80.2 713 842 112.8 94.0 80.6 70.5 62.7 56.4 51.3 47.0 102.5 853 73.2 84.1 57.0 51.3 48.6 42.7 94.0 783 67.1 58.8 52.2 47.0 427 39.2 88.8 723 48.2 36.2 800 87.1 44.8 40.3 38.8 752 827 53.7 47.0 41.8 37.8 70.5 58.8 50.4 44.1 39.2 353 TYPE 'A' EXT. ( +) INT. ( -) 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 TYPE 'B' EXT. ( +) Blr. (-) 120.0 1200 120.0 120.0 120.0 120.0 111.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 101.9 120.0 120.0 120.0 120.0 120.0 1112 101.1 92.7 120.0 120.0 120.0 120.0 1133 101.9 927 84.9 120.0 120.0 120.0 117.8 1045 84.1 85.5 78.4 120.0 120.0 120.0 109.2 97.1 87.4 79.4 120.0 120.0 97.8 118.5 101.9 90.6 81.5 120.0 1200 109.2 950 84.9 78.5 5/8' MAX SHIM SPACE TYPE 'A' EXT. ( +) NT. (-) 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.8 120.0 120.0 120.0 120.0 120.0 120.0 1186 108.9 1204 120.0 120.0 120.0 120.0 118.4 107.8 987 120.0 120.0 120.0 120.0 120.0 109.9 99.9 120.0 120.0 120.0 120.0 114.0 102.8 120.0 120.0 120.0 120.0 1089 98.2 TYPE 'B' EXT. ( +) INT. ( -) 120.0 120.0 120.0 105.7 940 84.6 79.9 70.5 120.0 120.0 1099 95.1 85.4 78.9 899 84.1 120.0 117.4 100.7 88.1 783 705 64.1 587 120.0 108.4 92.9 81.3 723 65.0 59.1 54.2 120.0 100.7 883 75$ 67.1 60.4 549 1127 94.0 80.5 70.5 82.6 58.4 105.7 68.4 120.0 88.1 75.5 88.1 58,7 52.9 ANCHOR DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. WIDTH (W) FRAME HEIGHT 30' 3e' 42" 48' 54' 102' 30" 38" 42' 48' 30' 36' 42' 48' 30' 38' 42' 48' 30' 36' 42" 48' 108' 154' 120' 128' 2 ANCHORS 9 EACH SIDE OF JAMB OR MULL 3/8" MAX. SHIM SPACE TYPE 'A' EXT. ( +) Oar. ( -) 1200 120.0 120.0 109.2 97.1 95.9 79.9 68.5 59.9 53.3 120.0 120.0 117.9 1200 120.0 120.0 103.2 120.0 120.0 111.7 97.7 120.0 120.0 108.1 929 120.0 117.9 101.1 88.4 TYPE 'B' E70. ( +) wr. ( -) 90.8 75.5 84.7 58.6 85.8 5/8' MAX. SHIM SPACE TYPE 'A' EXT. ( +) NT. ( -) 120.0 100.6 85.3 75.5 87.1 114.0 95.0 81.5 71.3 108.0 TYPE 'B' EXT. ( +) 87. ( -) 120.0 120.0 120.0 120.0 120.0 66.4 55.3 47.4 41.5 36.9 120.0 119.9 102.8 89.9 79.9 82.7 52.2 44.8 39.2 59.4 120.0 120.0 71.5 61.3 53.6 81.5 67.9 58.2 51.0 77.6 64.7 55$ 48.5 90.0 77.2 67.5 102.8 855 73.3 64.2 97.8 81.5 69.8 61.1 49.5 42.4 37.1 58.4 47.0 40.3 35.3 53.7 440 38.4 33.6 3 ANCHORS 9 EACH SIDE OP JAMB OR MULL 3/8' MAX SHIM SPACE TYPE 'A' EXT. ( +) MT. ( -) 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 TYPE 'Jr EXr. (4) gar. ( -) 120.0 113.3 97.1 84.9 120.0 1073 92.0 80.5 120.0 101.9 87.4 78.5 115.5 97.1 832 72.8 5/8' MAX. SHIM SPACE TYPE 'A' EXT. ( +) gar. ( -) 120.0 120.0 120.0 113.2 100.8 120.0 120.0 120.0 106.9 120.0 120.0 115.7 1013 120.0 120.0 1099 98.2 120.0 120.0 104.7 91.6 TYPE 'B' EXT. ( +) wr. ( -) 99.5 82.9 71.1 82.2 55.3 940 78.3 67.1 58.7 89.0 74.2 83.8 55.6 84.6 70$ 60.4 52.9 805 67.1 57.5 50.3 VIIDTH (W) AT FRAME MULUON WI AT FRAME 4AMEI INTERMEDIATE HORIZONTALS W2 + 913 2 6" 9" TWO ANCHORS AT EACH SIDE THREE ANCHORS AT EACH SIDE OF MUWON OR JAMB OF MUWON OR JAMB STRUCTURES lamer REVISED FLA. PE #_18557 93903mlifsg withal) Radio CAN. n38 BREHM Cee t Cate MCI thil • zn rn - ci o drawing no. sheet 4 of 7) • • •••• 1• • • 1• • • • •••• 1• ••• 1• • • • • • • n 0 J c • • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING a s a 4 a • ••• • • • • • • • • • • • • 0 • • • C •••• • d < u aTYPICAL ANCHORS. SEE ELEV. FOR SPACING I f o Td TYPICAL ANCHORS SEE ELEV. FOR SPACING - A SILICONE SIUCONE SILICONE DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 1/4' HEAT STRN. GLASS 1/4' HEAT STRN. GLASS 1/4' TEMP. GLASS .090' INTERLAYER G90" INTERLAYER 'DUPONT' SENTRYGLAS PLUS SENTRY STRY GLAS PLUS SOLUTIA SAFLEX WC PVB ` 1 1/4' HEAT STRN. GLASS 1/4' HEAT STRN. GLASS WEDGE GASKET GLASS TYPE METAL STRUCTURE 1/8' MIN. THICKNESS I METAL STRUCTURES NOT BY RC ALUMINUM MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' Ti HD KWIK - CAN II (Fu =163 KSI. Fy=157 K51) DIRECTLY INTO CONCRETE 1 -5/8' MIN. EMBED INTO CONCRETE 1 /4' HILT KWIK —Fl FK SFI F DPP I ING SCREWS (Fu =92 K91. Fro 20 K51) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 —T6 MIN.) (SIttL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE = 2 -1/2' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re = 3000 PSI MIN. MASONRY Pm ® 1600 PSI MIN. GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS SEALANTS: ALL FRAME CORNERS AND MULLION SEAMS SEALED WITH SILICONE. .090' INTERLAYER 1/4' HEAT STRN. GLASS WEDGE GASKET En9n DR. HUIGYOUN FAR000 FLA. ES CAN. 3;38 FEB 1 6 2009 GLASS TYPE 'D' !ABDUCT REVISED Seam Code komomose eigdrutian r'/' Pao 2 It eD vo s o 0 s B s 9 J drawing no. W03 -103 ( sheet 5 of 7 JAMB ANCHORS DESIGN LOAD CAPACITY - PST 12" O.C. MAX SPACING IYm7F1 (w) 1/4" MAX SHIM SPACE 3/8" MAX SHIM SPACE 5/8 MAX. SHIM SPACE TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'W TYPE 'A' TYPE 'B' EXT. ( +) TNT. ( - ) EXT. ( +) TNT. ( •) EXT. ( +) SAL ( - ) EXT. ( +) Ni. ( - ) EXL ( +) SAT. ( - ) EXT. ( +) SAT. ( - } R 'm s'ss'ssk 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.0 120.0 120.0 120.0 120.0 120.0 101.0 120.0 120.0 120.0 120.0 120.0 88.0 120.0 120.0 120.0 113.0 120.0 78.0 120.0 120.0 120.0 102.0 120.0 70.0 120.0 120.0 120.0 93.0 117.0 84.0 120.0 120.0 120.0 85.0 107.0 59.0 • •••• • • • • • •• •• ••• • • ••• • •••• • •••• • • • •• •• • • • • • • •• 4 • •• • • • 4• • • TYPICAL ANCHORS SEE CHART BELOW FOR CAPACTIY JAMELS2111.EBAMEJitictLQRS p • 'e • .• • MIN. & MAX. GAP -71 •••• • • •••• MAX. SHIM SEE CHART BELOW • F WITH JAMB ANCHORS V W 4OUT AMR ANCHORS • • CS X 3/4" AT 18" O.C. FRAME WIDTH D.L. OPG. MIN & MAX. GAP STEEL BAR REINFORCING OPTIONAL _ SEE SHEETS 3 AND 3A FOR CAPACITIES STEEL TO BE PAINTED OR PLATED AND SET IN MUWON CAVITY WITH SILICONE FRAME WIDTH EXTERIOR MIN. & MAX. CAP OPTIONAL JAMBS WITHOUT FR AME ANCHORS MAX. SHIM SEE CHAART BELOW r- O WITHOUT JAMB ANCHORS FRAME WIDTH Fi D.L OPG. SIUCONE DOW CORNING 790 MIN. GAP - 0.0032 X FRAME HT. MAX GAP 0.750 IN. 4 TYPICAL ANCHORS -SEE CHART BELOW <' FOR CAPACITY 8" 0.0. MAX ANCHOR SPACING DESIGN LOAD CAPACITY m 120 PSF 5/8" MAX SHIM SPACE Env: OR. HUNNAYOUN FAR000 STRUCIURES FLA. PE / 18557 CAN. 7538 FEB 1 6 2009 • PRODUCT REVISED maeaus og viTTl the NarbP o g 9 D O 2 H e 8 drawing no. W03 -103 S (sheet 6 of 7) • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• • • • --325 FRAME HEAD /SILL 860 .040.3 -.1L-.0.40 0 SNAP -IN COVER JAMB SNAP - IN COVER HEAD /SILL 4.531 • • • S• 3281 .250 1.812 • •• • M • • • _' •• • •• • • • • I • • • •••9• . • ;1 • MALE MULLION • 1 • 2.808 I 3275 •• •• • • ••• S•7, p— L438 - 1 FEMALE MULLION • • • • i I --•L3 75�, y• I •••• S •• •• 4.531 Q FRAME JAMB ••I• • Lir • •• •• • • 275 4.399 .313 GLAZING RETAINER HEAD /SILL 3.000 - 1 ALT. FRAME JAMB 1 4.398 3.398 .125 1YP. 1.8501 — 3.000 —A1 I GLAZING RETAINER JAMB 1.281 .870 1.130 GLAZING RETAINER HORIZONTAL 4.531 .188 ALT. FRAME JAMB 2 3.281 MATERIALS UST ITEM N0. 2A 2B 3 38 7 8 FX345 -01 FX345 -02 FX345 -07 245FX011 WV -8215 9 10 12 13 PART NUMBER FX345 -04 FX345 -O6 FX345 -013 FX345 -05 FXJ45 -09 FX345 -012 FX345 -049 AS REDD. AS REOD. AS READ. AS REQD. AS ROOD. AS REOD. 2/ LITE MN -3289 QUANTITY AS REDD. AS REOD. AS ROOD. AS ROOD. AS RECD. AS REOD. AS REDD. AS ROOD. 4/ CORNER FRAME HEAD /SAL GLAZING RETAINER (HEAD/DLL) GLAZING RETAINER (JAMB) GLAZING RETAINER (HORIZONTAL) FRAME JAMB ALT. FRAME JAMB 1 ALT. FRAME JAMB 2 FEMALE MULLION MALE MULLEIN DESCRIPTION SNAP -IN COVER HEAD /SILL SNAP-91 COVER JAMB GLAZING GASKET BULB WEATHERSTRIPPING SETTING BLOCKS (3/4' X 5 /8' X 3 -1/4) SEALANT DOW CORNING 895 OR EQUAV. REINFORCING BAR. FULL LENGTH (1/2' X 3") FRAME ASSEMBLY SCREWS MATERIAL 6063 -T6 6083 -T5 6063 -TB 6063 -T5 6063 -TB 6063 -T6 6063 -T6 ALUMAX OR EQUIV. ALUMAX OR EQUIV. 6063 -T6 6063 -T6 6093 -T5 6063 -T5 VINYL VINYL NEOPRENE SILICONE STEEL MANF. /SUPPI.IERR /REMARKS ALUMAX OR EQUIV. ALUMAX OR EQUIV. ALUMAX OR EQUIV. ALUMAX OR EQUIV. ALUMAX OR EQUIV. ALUILAX OR EQUIV. ALUMAX OR EQUIV. ALUMAX OR EQUN. ALUMAX OR EQUIV. w®ORG MORO LOWE AT EXT. GLASS PERIMETER SLIMMED IN PLACE S 12 X 1 -1/4' PH SMS 0 n v a m 9 B B 0 B 8 s drawing no. W03 -103 (sheet 7 of 7 )