The URL can be used to link to this page

RC-11-2128Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166743 Permit Number: RC -11 -11 -2128 Scheduled Inspection Date: June 13, 2012 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Work Classification: Addition /Alteration Owner: CALL!, PAUL Job Address: 710 NE 93 Street Miami Shores, FL Project <NONE> Contractor: ORONI INC Phone Number (305)401 -8994 Parcel Number 1132060141470 Phone: (305)685 -0412 Building Department Comments REMOVE AND REPLACE KITCHEN COUNTER AND TILES (FLOOR) AND REPLACE 6 WNDOWS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 13, 2012 For Inspections please call: (305)762 -4949 Page 2 of 19 1B 1 ISi�Ii�vG 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 T$MeTEVM NO 1 5 u11 BY: Permit No.1•C—} ` 2Z1 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple_ Titleholder): ?AUL �.� Phone #: Address: City: ! A. l S (^fft � State: Zip : �.S MA. N Tenant/Lessee Name: Y3 (Qr Phone #: Email: JOB ADDRESS: City: Miami Shores County: Folio/Parcel #: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ( 2 ° 4 0 ` l NC-- Phone #: ) 6 ST; 0412 Address: k No-) 6 c- City: ■., State: (L..- Zip: J' ( C �{ Qualifier Name: ( [ Phone #: State Certification or Registration #: --[ z_s7 425-11 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ic1 foo , Square/Lineai Footage of Work: Type of Work: DAdditio CIAlterakio n ONew ORepair/Replace Description of Work: lk .3A1 L_ ODemolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * ****** * ****** : * * **** ***** **** *** ** : **** *** Submittal Fee $ Permit Fee $ 5W 4t) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $h (i _ c-- ' 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 AI L'IDAVIT: 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 such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Age The foregoing instrument was acknowledged before me this k,( The foregoing instrument was acknowledged before me this 0 day of ' 201, by 'SL`t' OP P1 e—�� , day of OCR , 20 AA, by who is personally known to me or who has produced wh 1s personally me or who has produced As identification and who did take an oath. as identification and who did take an oath. c°- Contractor NOTARY PUBLIC: x Sign: Print: My Commission Expires: Tres. 10, 2012 NOTARY PUBLIC: We'P. PUB Sign: Print: ''. ^ °'' BONDED TM e-s`P TE OF FLORIDA I..;, -s Losez sfNDfl G CO., INC. My Commission Expires: * * * * * * * * *lss *** * * *** * **x:x:****** ** *** x *** * ** :*********** ****x: *x:**** *************** **** *:x****** * *** *** ** ******* APPROVED BY / /j3r / Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15109) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.'I \_ UV TAX FOLIO NO , L°32007 �O ` 1430 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. Legal description of property and street/address: 2. Description of improvement: tits).-( is 11 111111131113311111111111111111111111111 CFN 201180692513 ER Bk 27359 F's L, •i_i1`t tips r� RFCR I;: 10/14/2011 12 :58: HARVEY r'ii_' IN1 CLERK OF COURT MIAMI.- -DADE COUNTY? FLORID LAST F'AGE Space above reserved for use of recording office 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address an phone number: (Yeti tom.- 1 NIA 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: s 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: )0'14-2 (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 76 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCC' FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONS Qt OR RECORDING YOUR NOTICE OF COMMENCEMENT. o£7g{p,,,f Signature(s) of Owner(s) or OWner(s)' Authorized Officer/Dire Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 1,1 day of st By �J�'j i ❑ Individually, or ❑ as for lo Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. (;) A STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR : E -I#f, P.P ON THE JOB SITE BEFORE THE 117cUn ft* "nii}pRN BEFORE CO NCING WORK riFeH - 1 (7,7;`,.?" ,' c "%;. Signa (s) of Owner( or O,dOiler(s)'s "zed Officer /Director /Partner /Ma By %� / /� By 123.01 PAGE 3 3/10 s�? . BONDED TSSII ATLANTIC BONDD ' O., INC, LIE NOV 1 5 zon BY: Yv ORONI INC (GENERAL CONTRACTORS) 14040 NW 6TH CT NORTH MIAMI, FL 33168 305.685.0412 Existing window to be replaced NOA 11- 0405.10- _...53 -118" x 50-5/8" Existingwindow to be replaced 34" x 37" /NOA 11- 0405.10 SCOPE OF WORK Replace six existing windows Window openings remain the same Replace kitchen counter top Replace kitchen tie floor windows are PGT impact resistance as per F.B.C. Two single windows Four double windows with mullions Existing window to be replaced Existing window to be replaced 65" x 55" 65" x 55" NOA 11- 0405.10 NOA 11- 0405.10 MULLION NOA 10- 0819.05 MULLION NOA 10- 0819.0 Existin MULLION NOA 10- 0819.05 window to be replaced 65 "x55: NOA 11- 0405.10 NOA 11- 0405.1 Existing window to be replaced 65 "x55" MULLION NOA 10-0819.051 UNTE `;0 BE MORE THAN 2 FEET FROM G.E I PROTE ED RECEPTACLE. PUT D/W RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. ADD SMOKE/1144%0N MONr1X I im ", E E ANY a, "'ALL C'briTH INSULATE' R'1�IP,_ LIVING AREA ow ' 7 1689 sq ft PAUL CAW RESIDENCE 710NE93ST MIAMI SHORES, FL 33138 NO POINT ALONG COUNTER TO BE MORE THAN 2 FEET FROM G.FI PROTECTED RECEPTACLE. PUT DAN RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. No work in this area DATE SUBJECT TO CCMPLIANCE WfTii ALL FEDERAL STATE AND CCUNTY RULES AND REGULATIONS 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft -50.4 - 492 +46.5 +45.2 -48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 - 46.6 +42.7 - 46.2 +42.3 - 45.9 +41.9 -45.5 +41.6 0 -15 ft 52.2 +46.5 -59.8 +45.2 - 58.0 +44.4 56.7 +43.7 55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft 51.1 - 49.8 +47.1 +45.9 -49.0 +45.0 48.3 +44.3 -47.7 +43.7 - 47.3 +43.3 - 46.8 +42.9 -46.5 +42.5 -46.2 +42.2 16 5 -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 57.5 +44.3 -56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 53.9 +42.5 -53.2 +422 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 49.5 +45.4 - 48.9 +44.8 - 48.4 +44.3 - 48.0 +43.9 -47.7 +43.6 47.3 +43.2 18 ft -64.6 +48.3 -62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 20 ft -53.5 52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 49.5 +45.3 49.1 +44.9 - 48.7 +44.5 48.4 +44.2 20 ft - 66.1 +49.4 - 63.5 +48.1 - 61.6 +47.1 -602 +46.4 -59.0 +45.8 -58.1 +45.3 - 57.2 +44,9 56.4 +44.5 55.8 +44.2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 51.6 +47.4 51.0 +46.8 -50.5 +46.3 - 50.1 +45.8 49.7 +45.4 49.4 +45.1 22 ft -67.4 +50.4 - 64.8 +49.0 -62.9 +48.1 51.4 +47.4 -602 +46.8 592 +46.3 -58.4 +45.8 57.6 +45.4 -56.9 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 51.0 +46.7 - 50.6 +46.3 50.3 +45.9 24 ft - 68.7 +51.3 - 66.0 +49.9 -64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 - 58.7 +46.3 58.0 +45.9 26 ft 56.6 -552 +522 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 51.9 +47.5 51.5 +47.1 -51.1 +46.7 28 ft 59.8 +522 57.1 +50.8 - 65.1 +49.8 -63.6 +49.1 52.4 +48.4 - 61.4 +47.9 -60.4 +47.5 - 59.6 +47.1 58.9 +46.7 26 ft -57.5 - 56.1 +53.0 +51.6 -55.1 +50.6 -54.3 +49.8 - 53.7 +492 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 - 68.2 +51.6 -66.2 +50.6 - 64.6 +49.8 - 63.4 +492 -62.3 +48.7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -58.3 -58.9 +53 8 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -65.6 +50.6 - 64.3 +49.9 -63.2 +49.4 -82.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 - 56.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 - 542 +49.6 -53.8 +492 53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -66.5 +51.3 , -652 +50.6 -64.1 +50.1 - 83.1 +49.6 -62.3 +49.2 -61.6 +48.8 ft 59.9 -58.4 +55.2 +53.7 57.4 +52.7 56.6 +51.9 55.9 +51.3 - 55.4 +50.7 54.9 +50.2 -54.5 +49.8 -54.1 +49.4 ft -73.9 +552 -71.0 +53.7 - 68.9 +52.7 - 67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 ft -60.6 - 59.1 +55.9 +54.4 58.1 +53.3 -57.3 +52.5 56.6 +51.9 56.1 +51.3 55.6 +50.8 55.1 +50.4 54.8 +50.0 ft -74.8 +55.9 -71.9 +54.4 59.8 +53.3 - 68.1 +52.5 -66.8 +51.9 - 65.7 +51.3 54.7 +50.8 - 63.9 +50.4 -83.1 +50.0 ft 51.3 -59.8 +56.5 +55.0 - 58.7 +54.0 57.9 +53.1 -57.3 +52.5 -56.7 +51.9 562 +51.4 - 55.8 +51.0 55.4 +50.6 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 57.6 +52.5 -613.5 +51.9 55.5 +51.4 -84.6 +51.0 53.8 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 59.4 +54.5 58.6 +53.7 -57.9 +53.0 -57.3 +52.5 56.8 +52.0 - 58.4 +51.5 56.0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft 52.6 51.1 +57.7 +582 -60.0 +55.1 592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 56.6 +51.7 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 - 70.4 +54.3 -69.0 +53.6 - 67.9 +53.0 - 66.9 +52.5 -66.0 +52.1 552 +51.7 44 ft - 632 - 61.7 +58.3 +56.7 -60.6 +55.7 59.7 +54.8 - 59.1 +54.1 58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 4.1 ft -78.0 +58.3 -75.0 +58.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 - 68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft 53.8 52.3 +58.8 +57.3 51.2 +562 -60.3 +55.3 59.6 +54.6 59.0 +54.0 58.5 +53.5 58.1 +53.1 -57.7 +52.7 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -88.2 +53.5 -67.3 +53.1 -66.5 +52.7 ft -64.4 52.8 +59.4 +57.8 51.7 +56.7 50.8 +55.8 50.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.8 +53.6 582 +53.1 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 - 71.0 +55.1 59.8 +54.5 -68.8 +54.0 57.9 +53.6 57.1 +53.1 60 ft 54.9 - 63.4 +59.9 +58.3 -62.2 +57.2 51.4 +56.3 50.7 +55.6 50.1 +55.0 59.5 +54.5 -59.1 +54.0 -58.7 +53.6 fi0 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.8 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 57.6 +53.6 52 ft - 65.5 53.9 +60.4 +58.8 52.8 +57.6 -61.9 +56.8 512 +58.1 50.6 +55.4 50.0 +54.9 -59.6 +54.5 - 59.2 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +58.8 -722 +56.1 - 71.0 +55.4 -89.9 +54.9 59.0 +54.5 -682 +54.0 ft - 86.0 -64.4 +60.8 +592 -63.3 +58.1 - 622.4 +572 -61.7 +56.5 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 - 69.6 +54.9 -68.7 +54.5 ft 56.5 - 64.9 +61.3 +59.7 - 63.7 +58.5 - 622.9 +57.7 -82.1 +56.9 -61.5 +56.3 -61.0 +55.8 -80.5 +55.3 -60.1 +54.9 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft - 67.5 - 65.8 +622 +60.6 -64.7 +59.4 -63.8 +58.5 53.0 +57.8 - 62.4 +57.1 57 -61.9 +56.6 51.4 +58.1 51.0 +55.7 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 m z c I" 8 3 r F'c In REMARKS INIT ISSUE DRWN CHKD DATE CL FLB 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E **ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 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 (GCp1= +/ -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. � I ® I{ ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT 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 09986 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and /or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SR -700" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT:' Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, prepared by manufacturer, signed and sealed by Robert L. Clark, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impacct Resistant. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glass Type "M" at installations above 30 Ft. above ground. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11- 0128.03 and consists of this page 1, evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidado.aovrbuilding NOA No. 11-0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, prepared by manufacturer, signed and sealed by Robert L. Clark, P. E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, 4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and seated by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07 0322,06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin fame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmund° Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) E -1 Jaime D. Gascon, ". E. Product Control Section Supervisor NOA No. 11 -0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 12/18/2006, prepared, signed, sealed and dated 01 /11/2011 by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemotus & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. E -2 Jaime D. Gascon, ' . Product Control Section Supervisor NOA No. 11 -0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SLiBMITTED F. STATEMENTS 1. Statement letter of compliance with the FBC 2007, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 2. Statement letter of no financial interest and conformance, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL -5063, FTL -4645, FTL-4649, FTL -4723, FTL -4947, FTL -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05- 1018.01) G. OTHERS 1. Notice of Acceptance No, 11- 0128.03, issued to PGT Industries for their Series "SH- 700" Aluminum Single Hung Window — L.M.I. ", approved on 03/10/11 and expiring on 03/23/16. E -3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11- 0405,10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE .MAXIMUM PVB INTERLAYER. C. 8/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI 10: (1) UTE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. , H. 13/16" LAMI IG: (1) UTE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 816" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1. 13/16° LAMI 1G: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18° LAMI 1G: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 1316" LAMI 1G: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13116" LAMI 10: (1) UTE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERL AVER. M. 13/16" LAMI 10: (1) LITE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • 2. CONFIGURATIONS: "OX° (1M, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) A3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Al. REFERENCES: TEST REPORTS FTL -4845, FTL -4646, FTL -4847. FTL -4648, FTL -4649, FTL -4650, FTL -4661, FTL- 4723, FTL -4957, FTL -4958 AND FTL -5063. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES .... „1 GLAZING DETAILS 2 DESIGN PRESSURES... „3 ELEVATIONS. ....... 4 VERT. SECTIONS. 6 HORIZ. SECTIONS 6 PARTS UST... ....... 8 EXTRUSIONS......... 7 CORNER DETAIL 7 ANCHORAGE.. 8-11 mrs 04/0111 13108 C , 8 CHANGED CAP GLASS 7YFE TO TEMPERED FROM H8 F.14 1/74178 Rooms A CHANGE NO7ES8 &7. ADD NOTE 9. ADD GLASS PE TONOTE 1. GLAZING OPTIONS ADD FTL.4723TO NOTE 7. em°ex FJC DOM 8/1!35 2/23/07 1070TED4NOLOGYDRIVE NOKOMIS. FL S4278 P.O.89X1628 NOKOMIS. Ft. 947/4 PG" Vfri* Better GENERAL NOTES ra° ALUM. SINGLE HUNG WINDOW, IMPACT SH700 NTS Mae X11 6.+vta404020 c Robert L Clark, P.E. PE 839712 Structural tr1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 6/16° NOM. 5/16" LAMINATED GLASS a A (6,87,88 or 92 1/2" NOM. GLASS BITE A NOTE: LAMI 10 OUTBOARD UTES MAY BE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE. `ID EXTERIOR INTERIOR L (ALL SECTIONS) AF3118" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS —•- +- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS +--- 6/16° LAMINATED AIR SPACE 1/8° ANNEALED OR TEMPERED GLASS A 13/16° NOM. 13/16" LAMI IG GLASS W1 5/16° LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS T116" LAMINATED AIR SPACE 1/8° TEMPERED GLASSA 13116° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI a complying with t Flatae Bunding Code AcceptimceNotagai ika J.R. OMEN Rritsbor C CHANGED CAP MASS TYPE TO TEMPERED FROM HS C (bowl lip FJL FJ4 Doe 11/13108 Daft M4!08 W1 M5 Raistat e Rial Arm A ADD ITEM 82 TO 6/18 LAM LO. GLASS (AAA) & LALB IO NOTE NO CHANGE7HtS BNEET J.J. 1070 TECHNOLOGY DRIVE NOK)MIS FL34278 P.O. SOX ISIS NOIO)MIS, FL 84274 „T Visibly Batter GLAZING DETAILS tzlea ALUM. SINGLE HUNG WINDOW, IMPACT aoi& I amt Full 2 of 11 Dradegaa 4040 -20 Rabat L Clbrk.'P.E. • PE#39712 Structural 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION A TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 83" 66" 68" 70" 72" 74" 78" 48" A,B,M , +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M, +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +79.0 -79.0 52" A,B,M +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 83 1/8" A,B,M ® +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +76.2 -78.2 +76.9 -78.9 +75.4 -75.4 +74.0 -74.0 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -50.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 318" 44" 50 5/8" 83" 72" 74" 78" 48" A,B,Mt +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B.M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +88.8 -68.8 +67.8 -67.8 53 118" A,B,M® +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +85.5 -05.5 UP 70 83 118" C,D,E,F,G,H,I,J,K,L +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH o 78" FLANGED AND 75" INTEGRAL FIN) 831/8" D,E,F,J,K,L 17116" I 2211/18" I 28 3/18" 33 314" 39 8118" +80.0 1 -90.0 +80.0 1 -90.0 +80.0 (-soo I +80.0 1 -80.0 I +70.01 -70.0 4413/18" 80 318" 5515/16" +70.0 1 -70.0 +70.0 � -70.0 +70.0 1 -7a. + -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5116° LAMI - (1 /8°A,.090,1 /8"A) FTL- 4647, 4848, 4723, 4957 B. 5116" LAMI - (1 /8"A,.090,1/8"HS) F'FL -4647, 4648 C. 6118" LAMI- (1/8"HS,.090,1/8"HS) FTL- 4847, 4848 D. 7/18" LAMI - (3/16°A,.090, 3/18"A) F11 -4645, 4886 E. 7/16" LAMI - (3/18 "A,.090, 3/161HS) F1L -4846 F. 7/16" LAMI - (3/1611S,.090, 3/16"HS) FTL -4848 G. 13116" LAMI IG - 1/8" T, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1/8"A) FTL -4848, 4723 H. 13/16" LAMI 10 - 1/8" T, AIR SPACE, 5/16" LAMI - (118°A,.090,1/81HS) FTL -4846 L 13/16" LAMI 1G - 1/8" T, AIR SPACE, 5118" LAMI - (1/8"HS,.090,1/8"HS) FTL -4848 J. 13/16"° LAMI K3 - 1/8" T, AIR SPACE, 7/16" LAMI - (3116 "A,.090, 3/16"A) F11.- 4649, 4850 K. 13/18" LAMI 1O - 1/8" T, AIR SPACE, 7 /18" LAMI - (3/18'A,.090, 3/18"HS) FTL -4849, 4650, 4958 L. 13116" LAMI 10 -1/8° 7, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16146) F11- 4849, 4850 M. 13/16° LAMI 10 - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1 /8"A)A FTL -5063 "0" MEETING RAIL "X" MEETING RAIL "X" HL "O" MEETING RAIL ;TIT. MINUS SASH HT. NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8° MINIMUM TO 38" MAXIMUM. wit the sAsH PRODUCT REVISED as Building Code roaa� A60440110 No I fen, °6 tram dm WMriamo JJi 00/01!11 C CHANGED CAP G /.488 TYPE TO TEMPERED FROM Ha N�MOOe UPDATETOASTME 1$7042 REMOVE STD V EW8ASHHTREF TABLEZ B REV. $E0 3U3TOMFORMATOPA ADD WE FIM UPDATE NOS Renillo Mtn 11/130 FJC pJc�' omen F _ JC 9/1/05 A ADD P7L -4723 70 GLASS TYPES AMID O. Chmkullip 2128✓67 10707EOWIOLOGYDRIVE NOKOMIS. FL 34116 P.O. BOX NOKOM9,FL34274 Vbfbb DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT 8HM 1 NTS 13 a 11 I b'th°m' 404020 0 SE SE T (fl F176" "e DLO kite DETAIL 531i8 MAX. FLAT MAX. I.F. 49 643" MAX. FIXED r- DLO (ALL) - 52 1/8" D "°I 0 / I.F. D...1 HEI MAX. HT 76" M FLAN( HEI EO IA)L) L X 38 MAX. SASH HEI M5° HT 40 7/8" ID 52 5/8" 481/4" MAX "" —t CMt nt n /A1 I A """' E DETAIL A 1/1 SEE DLO TABLE SEE DLO TABLE s DETAIL D VIEW (CUSTOM SASH) GED WIDTH fIDTH Eli A A SEE DLO TABLE 0 76° MAX A 1.F. HEI tHT SEE DLO A TABLE 78" MAX. FLANGED HEIGHT SEE DLO TABLE X SEE Ne 4 DETAIL B VIEW (STANDARD SASH) E MAX. j \ 1 76° MAX I.F. I.F. HEIGHT (E� HEIGHT SEE DLO MAX TABLE _ L INGHT 1 1 ' 1 HEIGHT 20' SASH HEIGHT SEE DLO TABLE 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. SEE DLO TABLE 75° MAX. I.F. HEI a HT 76" MAX. FLANGED HEIGHT NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16° B 41 518" 41 1/4" C 41 1/4" 40 7/8" ID 52 5/8" 5211/18" E 521/4" 52 5/18" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/16" B 27 7/16° 271/8" C 27 7/16" 271/8" D 183/8° 15 3/4° E 163/8" 16 3/4" TABLE 5. PRODUCT REVIS as complying theFtorida Building Coda Amapa:we No 10 Reiwep. Aft RaHeaw J.R. 04101111 C NO CHANGESTHISSHEET Rmdex Met Reolate FJC 11/19/00 8 ADD INTEGRAL FM (1.F) VERSON Ma NOTE &ADD NOT E 4. Dew Reaftem: V24109 A FJG NOCHANGE THIS SHEET .a-pt Daft CMOkedGa OND FJC 9/1/05 J.J. 729/07 1070 TECHNOLOGY DRIVE NOKOICS, PL 84275 P.O.13QX1620 NOKOMIS PL 84274 T Vtdbty Bemer ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT NTS 14 d 11 1 4040 -20 I C Robert L. Carat. P.E. PE 038712 Structural INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1 MAX. FIXED LITE DAYLIGHT OPENING 2.710° MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A A INTEGRAL FIN (I.F.) FRAME SECTIONS, INSIDE MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING Ami sr HIGH SILL LOW SILL HEAD OUTSIDE J.F. FRAME 2.330" (LOW SILL) SEE NOTE ABOVE X61/11 c SECTION B-B (LOW SILL SHOWN) NO CHANGES THIS SHEET ULTRALIFT ONLY 2.946° (HIGH SILL) OUTSIDE CO 0 all 7/1 0 0 FJ6 R0 61 FJG Ida.nef• FJC Chgcr Wee 11244106 Daft &/1/05 S A oaoado J.J. ADDLF. SECTIONS& CONSOLIDATE SAL COMPONENTS NO CHANGE MIS SHEET 2/23!67 ALTERNATE HIGH SILL 1070TECHNOLOOYwive NOKOMH3.P1. 34278 P.O.BQX1628 NOKOMIS, FL 892/4 :24 V1sibX1 ULTRALIFT ONLY SECTIONS aeaon dylag 96ow18t Florida It •r' .10 c+ ..� n:« • 7F145," to effTTrt SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT somostathe SN700 Half Mee lasts ill s d 11 4040-20 Robert L Clark, P.E PE 9f89712 Strut:MEI ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 812226 2 1166 #8 X1.000 QUAD PN. SM S 78113114 3 40030 FLANGE FRAME SILL (LOW SILL) 812226 6 1628 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 8 4004 FLANGE FRAM: JAMB 812227 7 4026 SASH STOP 612244 8 4026 SASH STOP (EGRESS) 1.126 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 6/8 °, OR 11118" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 C. GLASS, 616" LAM, (1 /8"HS °090 PVB,1/8'HS) #8 X .750 PH. PN. SMS 7834A4 12 E. GLASS, 7/16" LAM, (1/8"A,.090 PVB,1/891S) BALANCE BOTTOM BRACKET 7BALTBKT 13 10851086 SASH TOP GUIDE 42604 15 1. GLASS, 13/16° LAM 10;1/81 AIR SPACE, 5/16" LAM, (1/8 "HS,.090 P'dB,1/8"HS) #8 X1 PHILLIPS FLAT HEAD S. 81. 78X1FPAX 16 1080.1 BALANCE COVER, 1116" 6BALCVR670 17 4053 SASH STOP COVER 64063 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 640540 23 4008C SASH TOP RAIL 84008 25 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S16G 26 1098 SWEEP LATCH 71098 27 1016 #8 X.826 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 812231 34 1288 SASH FACE GUIDE 42601 35 1622 LAM SETTING BLOCK 3/32 "X25/84 °X1" 71622K 36 1062 LAM IG SETTING BLOCK 1 "X 3/4" X 1/16" 71062K 37 1224 VINYL GLAZ BEAD BULB (THICK) 8TP247W;K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/18 LAM. GLASS. 84039B 42 40440 GLAZING BEAD, 518 LAM VWORILL KIT 644703 44 4222A GLAZING BEAD, 7118" LAM 84222 45 9860 GLAZING BEAD, 7/16" LAMM VWGRILL KIT 6985 46 4087 GLAZING BEAD, 13/16" LAM I.G. 64087 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, 15. LOW SILL 64072 49 4073A FRAME, LF. HIGH SILL 84073 50 4074B FRAME, LF. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 63 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 64 2740 SILL LATCH (EGRESS) (HIGH BILL) 82740 55 1014 SCREEN FRAME (HOR. & VER.) 81014 58 1630 SCREEN CORNER KEYVWRINGS 71830 57 1631 SCREEN CORNER KEY VWOUTRNOS 71631 58 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE - .135 DIA FOAM 616241( Prs4en nroodixr Dew AIG 11/9116 Derr ROM= 04/01/11 C CHANGED CAP GLASS TYPE TO7EMPFRED FROM H8 K 1/24106 A NOCHANGE THIS SHEET' 4mew+r ADDLF. FRAMEfTEM84T 48. 49 AND 80. UPGRADEHTBM21. 8 AMMO" 82. 0H0, 01830RIPM1 REM87.08 18 Gem* x/08 �.L X17 1 44170 Tf K264OLOGY DRIVE NOKO@A0, FL342T P.O.6QX IWO NOKWE8, FL 3401 ITEM OWti# DESCRIPTION PGT# 60 1635 SCREEN SPLINE - .135 DIA HARD 618351( 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1181 #8 X1.000 PH. BUGLE TEK 708X1 87 GLAZING TAPE, 1 /18X112- 716LAMI 823V1610 68 4061A SASH BOTTOM RAIL (HIGH SILL) 84061 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 516" LAM, (1/8%1,.090 PVB,1/8 A) 81 B. GLASS, 5/18" LAM, (1/8 "A.090 PVB,1/8"HS) 82 C. GLASS, 616" LAM, (1 /8"HS °090 PVB,1/8'HS) 83 D. GLASS, 7/16" LAM, (1/8"P,.090 PV8,1/8 A) 84 E. GLASS, 7/16" LAM, (1/8"A,.090 PVB,1/891S) 85 F. GLASS, 7/16" LAM, (1/811S,.090 PVB,1/8°HS) 86 G. GLASS, 13/16" LAM IG;1/8'T, AIR SPACE, 618" LAM, (1/8"A•090 PVB,1/8"A) 87 H. GLASS, 13/16" 1)8/810; 1/8"t AIR SPACE, 5/16" LAMI, (1/8"A.090 PVS,1/8"HS) 88 1. GLASS, 13/16° LAM 10;1/81 AIR SPACE, 5/16" LAM, (1/8 "HS,.090 P'dB,1/8"HS) 89 J. GLASS, 1316" LAM IG;1/8"T, AIR SPACE, 718° LAM, (3/18"A.090 PVB,3116 A) 90 K. GLASS, 13/16" LAM 10;1 /8'T, AIR SPACE, 7/16" LAM, (318"A,.090 P1B,3/1(rHS) 91 L. GLASS, 13/16" LAM 1G; 1/8'T, AIR SPACE, 718" LAMA, (318118,.090 P18.318°HS) 92 M GLASS, 13116" LAMA 16;1/8 A, AIR SPACE, 6/16° LAM, (1/8"A.090 PVB,1/8"A) FRAME, I.F. HEAD #4071A, 8063-78 FRAME, .F. LOW SILL #4072A, 6083-T6 FRAME, I.F. JAMB FRAME, .F. HIGH SILL 11, #4074B, 6063 46 #4073A, 8083 -TB (USED AS RADIUS TOP HEAD) PG" V7efbly /amor DenFU° PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT NTS 16 ,1 n 1"*"' 4040-20 I a I+ -2.784 1.363 O FLANGE FRAME HEAD #4002A. 6083-T6 1.749 2.784 -� O FLANGE FRAME SILL (LOW) #4003C, 6063T6 2.710 . - -- —.062 CD SASH STOP 8 FLANGE FRAME JAMB 7 #4025, 6063T5 #4004, 6063 -75 (USED AS RADIUS TOP HEAD) 1.342 1-*--2279-- .082 155 1.707 .062 21 FIXED MEETING RAIL 28 SASH TOP RAIL #4054A,6063HD -T6A #4006C,6063HS -T6 1 3.446 1 I+-- 2.784 01 FLANGE FRAME SILL (THIGH) #4050A,60&3 -T6 T 1+1.513-• -1 -.738 r .040 6 17 SASH STOP COVER 114053.6083 -75 ® I.F. FRAME (1H & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION SEALANT OR GASKET AT HEAD AND SILL VIEW D-D SEALANT ALONG ENTIRE JOINT I.F. FRAMEA WELD ALONG SCREW BOSS (2) VIEW E -E -►I 1.166 .678 1 9 41 GLAZING BEA , 5/16" #40398,6063 -T5 0 SASH S DE RAIL #4008, 6063-T5 26 SASH BOTTOM RAIL(LOW) #4007, 6063-76 Q SASH BOTTOM RAIL (HIGH) #4051A, 6083-75 .678 1.096 1 — +I T O GLAZING BEAD 7/16" #4222, 608375 £78 O GLAZING BEAD, 7/16" #9850, 6083 -T5 (USED W/ GRILL KIT) .060 1.098 I- i-T GLAZING BEAD, 5/16" #40448, 6063-T6 (USED WI GRILL KIT) .678 683 1.097 GLAZING BEAD, 13/16" IG #4067, 6063-T5 Rend* Dar Reams J.R 04161/11 C NO CHANGES THIS SHEET C twister FJC FF C Cif/0,5 Ds* 11119178 14088 Rft UPDATE RIME CORNER ASSEMBLY TO INCLUDE AND UPGRADEfTEM21 ALLOY. 8' A NO CHANGE THIS SHEET I.F. 2!29/07 1070 TECHNOLOGY DRIVE NORMS, FL E627s P.O. 87 1528 NOKOMIS, PL34274 i lsibly I r EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT Sedeeksit 811700 Sods I &mat Hal/ I 7 d 11 • Dad aft, 4940 -20 C Robert PE #30712 L Gmk, P.E. Sb WIWaI ANCHOR SUBSTRATE: ANCHOR QUANTITIES -..` FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28:603 34.603 40.603 48.803 52.803 58.603 64.603 76.000 TYPE: —„ —en 0 z o z o o o z z 0 0 (3 , z o 0 (1 o o WINDOW GLASS ONO• -ONONpp ppwONO M,s Apa0c., O r O�i0NO e+, O�fONFp r Oc�i NO O�iONO op WIDTH TYPE 0 0 U U 0 U U v 0 U U U U 0 0 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 112 111•111 112 111 112 212 112 212 212 212 212 212 212 2j2 212 2j2 212 212 212 212 2j3 2j2 313 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 112 111 1 1 112 111 112 212 112 212 212 212 212 212 212 212 212 212 212 212 212 212 213 212 313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 1 2 1 1 1 112 112 112 112 212 1J2 212 212 212 212 212 212 212 213 212 212 213 212 213 313 212 313 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NEW 2 1 2 C,D,E,F,G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 112 112 2x2 2J3 112 21-2.213 112 213 213 212 213 213 212 213 313 212 313 314 312 313 314 313 414 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 112-21-2 213 1 2 212 213 112 213 213 212 213 213 212 213 313 212 313 314 312 313 314 313 414 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 32000 H,I,J,K,L 212 112 212 213 1J2 213 213 212 213 213 212 213 213 213 213 314 213 313 3T4 313 314 315 313 414 A11311-1 m 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 213 212 112 212 213 112 213 213 212 213 213 212 2[3 213 213 314 213 313 314 313 314 315 313 414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 1-1,I,J,K,L -2-1-2-1[12-212 213 212 213 213 212 213 213 213 213 214 213 313 314 213 314 315 313 314 415 313 414 AB,M -21-2-1-12- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -2T3 2 2 2 2 2 2 2 212 2x3 212 273 213 212 213 219 213 213 214 213 313 3114 314 315 313 314 415 313 414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 1-1,I,J,K,L 212 212 212 213 212 213 213 212 313 214 213 313 314 213 313 314 213 314 315 313 314 415314 415 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M 222 212 212 213 212 213 213 212 313 2-1421 3 31 3 314 213 31 3-i14 213314 315313 374 475 314 425 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 212 212 -2[2 213 212 213 _2 31.4 213.373.314 213 314 ,.3x4 21.3 .3J4 3.15 313 87 316 313 415 41 -ii if-4-61i AB,M 2 2 212 2 2 Z 2 2j3 2 2j2 2 213 2 3 T 4 2 213 2 313 _2 314 2 2 j 3 2 3j4 2 314 2 2j3 2 314 2 315 2 313 2 314 3 3j5 2 313 2 415 3 478 2 2 515 2 2 314 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 53.125 H,I,J,K,L iii 212 212 213 2122113 _2_ 314 213 314314 213314314 ..313 314 315 3.13 414 416 314 4(5 416 314 518 AB,M 2 2 212 2 2 2 -2-p--2]-3- 2 2 3 212 2 25 2 3[4 2 213 2 314 2 314 2 213 2 3 314 2 313 2 3 314315 2 313 2 414 3 415 2 313 2 415 3 2 418314 3 415 2 2 314 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114 ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3 -812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/T MAX. FROM TOP CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ® 1' LESS. S. DESIGN PRESSU- LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLO ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LWIITED) HEAD JAMB ABOVE MTG. RAL JAMB BELOW MTG. RAL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL rrexaeb. JJZ new 04101111 ROOM C NO CHANGES 7203 SHEET 7 d .Li( _Tq• T. 7: FJC 11113108 9 AD r d* car tdrikkas FJC 1124109 A ammen cans ObeciellIg FJC 7128105 J.J. WHERE Q IS EYSIZE NO CHANGER-HS SHEET OlibV 2/23107 1070 TECHNOLOGY DRIVE NOICOM* FL 342/6 P.0.1=1629 NOKOMIti, FL 34274 c4T: Vts/b�y $atJer ANCHORAGE SPACING, 1/1 WINDOWS mr ALUM SINGLE HUNG WINDOW, IMPACT Sadosakteg 32700 eure eare NTS l 8 11 4040 -20 I C L. Ci rk. P.E. PE 030712 Structural ANCHOR 8UBSTRATE:` ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 TYPE ❑ m $NZ 0 0 0 ❑ `m $"Z 0 0 mO ❑ 0 0 ,z" ❑ § 0 "Z 0 0 ❑ m § 0 „Z 0 1m. ❑ §,f..§ 0 m❑ a0 0 "z 0 0 `_Zm 0 ❑ 0 0 WWOW WIDTH GLASS TYPE 18.125 C,D,E,F,Q H,I,J,K,1- 1 1 1 1 1 1 1 1 1 1 1 1 1 212 1 2 1 1 1 212 1 212 1 211 1 212 1 212 1 212 1 212 1 2I2 1 2I2 1 212 1 212 1 212 1 212 1 312 1 212 1 3[2 1 312 1 212 1 212 1 312 1 312 A,B,M 1 111 1 111 1 111 1 212 1 211 1 212 1 212 1 211 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 312 1 212 1 312 1 312 24.000 PSF 79 C,D,E,F,G, H.I.J,K,L 1 1 1 1 1 1 1 1 1 1 212 1 . 1 1 1 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1. 212 1 212 1 3 1 2 1 312 1 212 1 312 1 312 1 2 2-31 1_,.....1.._ 2 312 1 212 1_ 312 1 1 ABM , , 1 . , ..1_.....1._ 1 212 1 1 1 1 1 212 1 212 1 212 1 212 1 212 1_ 1 212 2 1 . 2 _1 212 1 212 1 312 1 1 312212 1 312 1 312 1 212 1 312 .1....._.1.... 312 212 1 312 32.000 PSF 66 77 C,D,E,F,G, HI,J,K,L 1 -T- 111 1 1)1 1 1 1 1 212 1 212 1 212 1 213 1 212 1 212 2 313 1 212 1 313 2 313 1 212-313 1 1 313 1 212 1 313 1 413 1 312 1 413 1 413 1 312 1 413 AB,M 1 1 111 1 71P-1 1 212 1 1 212212 1 213 1 212 1 212 2 313 1 212 1 313 2 313 1 312 1 3)3 1 313 1 212 1 313 1 413 1 312 1 413 1 413 1 312 1 413 TI T-1 3 7 . 0 0 0 PSF 69 67 79 C,D,E,F,G, H,I,J,K,L 1 1 . 1 1 1 1 1 2 1 212 1 2)22132)2213313212313313 2 1 2 2 1_ 2 2 1 313 2 413 2 314 1 372 2 313 2 413 _1 312 2 413 2 414 1 312 2 413 111 212 ABM 111 111 _1 212 1 212 2 1 2f3 212 2 213 2 313 _1 212 2 -3-r3 2 3f3 1 313 2 413 2 313 1 312 _2 3r3 2 4.13 1 312 2 41.3 2 _1 41.4. 312 2 413 111 212 40.000 PSF 54 79 62 79 C,D,E,F,G; KI,J,K,L 2 2 2 2 2 212 2 212 2 2 1 3 2 212 2 313 2 3 1. 3 2 2T2 2 31.3 2 413 2 31.3 2 41.3 2 313 2 31 3 2 41 3 2 41.4 2 313 2 45 2 41.4 2 318 2 51 3 1 1 1 1 1 1 1 1 1 212 A,B,M 212 212 21 3 2-1 2 313 31 3 21 2 31 3 4-13 313 41 3 31 3 313 413 414 31 3 413 414 31 3 51 3 111 111 111 21 2 44.000 PSF 49 79 56 79 79 C,D,E,F,G, H, I,J, K, L 2 2 2 2 -2-1-2-212 2 2 2 2 2 3 1 1 3 2 212 2 212 2 313 2 313 2 314 2 314 2 21. 3 2 213 2 313 2 313 2 4-14 2 414 _2 313 2 313 2 413 2 413 2 4 F 4 2 414 2 313 2 313 2 413 2 413 2 41.4.. 2 414.313 2 313. 2 2 413 2 413 2 414 2 414 2 313 2 313 2 514 2 514 1 1 1 1 1 1 1 I 1 A,B,M 2 2 2 2 2 212 2 -2-11i1313 2 111 111 111 212 48.000 PSF 45 74 51 74 79 79 C,D,E,F,G, RLJ,K,L 2 2 2 2 2 2 2 2 2 2 212 212 2 313 313 2 314 314 2 313 313 2 313 313 3 4-14 47 4 2 313 311.51-4T41 13 2 414 4 44 2 414 41431 2 313 8 2 414 _3 414 2 413 413 2 514 514 3 414 41-4 2 41.3 4-1 3 2 5T4 2 54 1 1 1 1 1 1 1 1 1 212 212 313 A,B,M 212 111 111 111 212 212 313 4r4 414 53.125 PSF 41 67 46 67 76 79 C,D,E,F,G, H. LJ. K, L 2 2 2 2 2 2 3 _2_ 2 3 2 3 3 2 3 1 3 3 3 2 3 3 2 3 3 2 3__ 1 1 1 A,B,M 2 2 2 2 2 211-21-2T1 2 3 -ill- 2 313 2 313 3 4 4 2 113-414 3 3 414 2 31-3-414 3 3 414 2 313 2 414-6-14 3 2 413 3 514 3 514 2 413 3 614 1 1 1 1 111 212 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4” ELCO 884 CRETE -FLEX 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX. PSF (DP LIMITED) 117 HEAD 3 JAMB ABOVE 313 PRODUCrRIMED MTG. RAIL'3Couo` �, p JAMB BELOW ,J AmP43e°24o 11 /20f� MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 212 MTG. RAIL JAMB BELOW MTG. RAIL RmWe): a4a RaWbpt 04hitHt C NO CHANCES MIS BHEET FJC ▪ 1▪ 1/t3+011 B SSOMMEIMASTRICTED BY812E J.R. Rnfex aft Rodeos FJC tF24WB A NO CHANCE 7H/BSHEET Dram ex auta cakixd oue F.K 71 J.L 223107 1070TECHNOLOGY DRIVE NOKOMIS, FL Me P.O.BQXC1828 NOKOMIS, FL 84174 IT ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 11 I*.**mb4040.20 I C Robert L CAB, RE- PS 838712 SU°cWrel ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES ---...., ---.--a GLASY TYPE ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.126 22.668 28.211 33.764 39.298 44.839 50.382 56.925 N $ 0 Nz o 0 { z p� ❑ 0 N a 0 Ort ❑Nz_z 0 o 0 8"1 ❑ 0 Nz'zzcIONz_z 8 0 o ❑ 0 8 0 U S 0 NZz_z(0ONo-❑NZ' U 0 U 0 0 0 Qot 0 0 0 0 z p MWaN WIDTH 19.125 D,E,F,J. K.L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 D,E,F,J, ,E,F,J, KL 1 ...1. 1 x_._1...._2...2._2 1 1 1 1 1 _2 .. 1 2 1 2...22 1 1 1 ..3_..3..23.....32....3 1 1 1 1 1 1 1 3 1 33 1 1 3 1 3 1 4 000 D,E,F,J, K,L 1 ...1 ...1... 1 1 _. 1 2 _._. 1 2 1 .. 2.. 2 _.3 ...2 1 . 1 3 2 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 37.000 PSF 79 2 1 2 2 2 1 2 3 2 3 3 2 3 D,E,F,4, K,L 1 1 1 1..._.1._._2_. 1 2 1 2 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 40.000 PSF 79 79 79 79 2 2 2 3 213 D,E,F,J, K.L 2 1 2 1 2 1 2 2 2 2 2 2 3 2 2 4 2 3 2 4 2 4 2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 3 44.000 PSF 79 58 76 79 77 79 79 79 2 2 1 2 2 2 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 3 2 3 2 3 2 3 2 4 2 1 4 2 4 2 4 2 3 2 b 2 4 2 3...5...5 2 2 2 4 2 6 2 b....4. 2 2 8 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K.L 2 2 2 2 2 2 2 2 2 3 4 2 4. 2 4 2 5 2 4 2 5...._b 3 2 4 2 6 _._.5_....4.....8...8 3 2 2 3 2 ..5_...8.. 2 1 1 1 2 2 2 3 3 3 53.125 PSF 71 79 83 71 79 84 74 86 77 69 ' 69 D,E,F,J, K,L 2 2 2 2 2 2 3 2 3 2 3 2 4 3 b 3 b 2 4 3 5_. 3 8... 2 5 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 4 6 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT \ 12.778 15.778 18.776 21.776 24.776 27.776 30.776 31.108 N $ $ f N R H Q" 0 C 0 ' 0 QN S y U O 0 o ,2_2.E„2_24„,2 H . ? S $ `f H S I� `a �j 2_2 N H WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3, 2 3 4 2 3 4 2 3 37.000 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 72 41314 2 -2 2 2 2 31213 31213 3-1313 4 1 313 41314 44.000 68 21212 2 2 2 3 213 31313 413 1 3 41314 61314 51314 46.000 63 72 79 2 212 2 2 2 3 213 41313 41314 413 1 4 6134 51314 63.125 73 58 28 2 2 1 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 6 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 - 812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2° MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 8" MAX. BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8" MIN. TO 38' MAX. p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR Aala FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8. DESIGN PRESSURE UMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 ® TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAd (FULL DP) JAMB BELOW MTG. RAG.. 112 2 2 p OD yIngwiISED Rtaida &Ming C.ado AszeptanoeNo Alb ...._' J.R. ItaadDit M1/11 Rsdmm C NO CHANGES710SSHEET Ramer FJG am 11/1308 8 RAWeaF Dan FJG 124476 FJG > RE /SEANCHORAGE TABLE 7E8. ,AwCPMAX WHEREANCHO SS RESTRICTED 13YSSE Aaav NO CHANGE THIS SHEET abem ertx oft J.1 223/07 1070 TECHNOLOGY DRIVE NOKOMIS. FL 54275 P.O. GQX 1628 NOKOMIS,1134214 PST Vlsfbly BaGer ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT awrre:0 abut 8H700 I Air I 10 w 11 4040 -20 C Ro08tt L. Chnic PE PE 639712 SirucUaal EXTERIOR INTERIOR ALL HEAD AND SILL DETAILS) A CONCRETE ANCHOR 3.36 KM MIN. CONCRETE (SEE NOTE 1 & 3)® 2x WOOD BUCK A(SEE NOTE 4) p. OPTIONAL 1x _• WOOD BUCK (SEE NOTE 4) :, a 13/8° MIN., 1/4" TAPCON -; •9.3/4 °MIN.,1 /4" CRETE -FLEX 1/4" MAX. SHIM DETAIL A TYPICAL FLANGED HEAD ANCHO 1/4 , MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)A, DETAIL B RAGE '"� 1 1/4" I. I MIN. _.Ilan. i _ .u1,mmwi1,im,u1. - u�lr' CIF,,:. 1/4" MAX SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE %\ INTERIOR - — _ _ v (iilumnPUw (ALL JAMS DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)a (SEE NOTE 4)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4" MAX.-- - SHIM 13/8" MIN. AN 1/4 MAX SHIM 1318" ® MIN. �tr [taro, i!u un LIII1)JIJ. -�illl'��1 ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 18 13/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4" SS4 CRETE -FLEX 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL. THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T8 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPUCATIONS.IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) .131" DIA. MIN. x 2112° NAIL, AT CORNERS AND 5" O.C. DETAIL F, (HEAD) .131° DIA. MIN. x2 1/2" NAIL, AT CORNERS AND 6" O.C. WOOD FRAME .131° DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) 1/4" X SMAHIM WOOD FRAME r � r • yep 1:10$ J.R 61/01!19 C NO CHANGES THIS SHEET ar FJG Remep FJG P Den Jc 0/1/08 DOW 1t,1$ DatIX B A ADD INTEGRALFINAND�f INR� fUPDATE&REORDERKO= ADGNOTES7.lUPDATE EMBEDM13rR"ONl6L ADD NOTE 6 RE FIAT HEAD ANCHORS. mrermf ? J. . /2.$/07 1070 TECHNOLOGY ERNE NOEOMI3, R. 9405 P.O. BOX IRO NOXWMIB. FL 34274 PcT lrfaf* Bette+ ANCHORAGE DETAILS xra ALUM. SINGLE HUNG WINDOW, IMPACT S.rnaw,o an* lift* NOW NTSI 11 a 11 emp eh 4040-20 *//4"/' ROOM[ L Clark, P.E. PE#38712 Sbuntwat t11Alvit iADE cauNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamldadeteoy/buildi 8thome/asp PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami • Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: PGT Series Aluminum Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6262JR, titled "Impact- Resistant Aluminum Mullion ", sheets 1 through 18 of.18, prepared by manufacturer, dated 12 /13 /10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, F.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) Ratings per tables sheets 5 thru 18 (mullion type, span, opening and clips) 2. See applicable anchors, installation, limitations and mullion attachment to the substrates per sheet 1 thru 4. 3. DP ratings are based on mullion loading types selected and approved Fenestration Products contribution. 4.. Lower DP of mullions or Fenestration products shall control for the entire system. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. Hea► CO APPROVED \\°`\`\ NOA No 10- 0819.05 Expiration Date: May 26 , 2016 Approval Date: May 26, 2011 Page 1 POT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6262JR, titled "Impact-Resistant Aluminum Mullion ", sheets 1 through 18 of 18, prepared by manufacturer, dated 12/13/10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Clipped Aluminum Mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL. 6443 (samples A -1 thru E- 1), dated 02- 28 -11, signed and sealed by Marlin D. Brinson, P. E. (The above test report has an addendum letter dated 05- 05 -11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PGT, dated 08/13/10, 01/04/11 and last revised on 05- 06 -11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 03/14/11, signed and sealed by Anthony L. Miller, P.E. 2. Statement letter of lab compliance, as part of above test report. G. OTHER 1. Test proposal # 10- 1070 -R, dated 01 /07 /11 approved by BNC. E -1 9.w . t_140.0^14‘ Ishaq 1. Cbanda, P.E. Product Control Examiner NOA No 10- 0819.05 Expiration Date: May 26, 2016 Approval Date: May 26, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON- IMPACT OR LARGE AND SMALL MISSILE IMPACT. RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRU Q SHEETS 2.3 7PENING FOR VERTICAL MULL �' SEE DETAR4 / SHEETS AA's: -3 ARCHES TO INSCRIBED SHAPE / ni IOTH . %i ' ` I ,'2 �/ I / / ': `�. // `` 1 / ', N\ SEE PALLS SHEETS 24 / ��DETAII E. I /\ / I I FENESTRATION PRODUCTS MAY MUST BE TYPE. MANUFACTURED SY POT. HORIZONTAL MULL LENGTH /SEE DETAILS A- D.G.I2; SHEETS 24 HORIZONTAL MULL LENGTH • • ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH I� DULL LENGTH F---- OPEMNO� BE NSOE OPEP2N0 FOR HORIZONTAL HORIZ. MULL LENGTH --•� OPENING FOR HORIZ MULL SINGLE MULLION SINGLE MULLION "1 SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. L_ OPENING FOR VERTICAL MULL I, f, OPENING FOR VERTICAL MULL MULTIPLE MULUONS LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLS HAVE BEEN TESTED AS 'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULL CLIPS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINE/LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1./180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. THE CENTER -TO- CENTER HOLE DISTANCE IN MULL CLIPS HAVE BEEN SPACED TO ALLOW FOR THE FULL ANCHOR LOAD. 4) THE MUWONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDMON, SECTION 1826. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS AND ARE IN COMPLIANCE FOR USE IN THE HVHZ MUWONS ARE ONLY TO BE USED WITH PGT- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 5) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 18. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MUWONS OR FENESTRATION PRODUCTS SHALL. APPLY. 7) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 9) REFERENCE: TEST REPORTS: FTL -8443; ELCO ULTRAC ONN/CRETEFLEX NOAS; ANSUAF&PA NDS -2008 FOR WOOD CONSTRUCTION; ADM-2005 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) DETERMINE DESIGN PRESSURE REQUIREMENT FOR THE STRUCTURE 2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION USING THE ENCLOSED TABLES. THIS DESIGN PRESSURE MUST MEET OR EXCEED THE VALUE FROM STEP 1. IF DIFFERENT MULUON TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WILL NEED TO BE EVALUATED. FOR MULTIPLE MUWONS, THE LOWEST DESIGN PRESSURE SHALL APPLY TO ALL MUWONS. 3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN ACCORDANCE WITH THIS BHEETSET. 4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULUON SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. SEE EXAMPLES ON SHEET 18. INSTRUCTIONS 1 ELEVATI ONS „....- ........................1 MULLTO2XWOOD._» ... ....2 MULLTOIX &MASONRY............ 2 INSTALLATION NOTES..........—..... 2 MULL TO MASONRY._.._........._ 3 MULL TO STEEL STUD___._._..._. 3 MULL TO MULL.....w».- ........__ ANCHORSPECS........._ ..............„» 3 ALTERNATATE CLIP$- _._....._.__ 4 BAY MULL NSTALLA11ON............4 1 X 2 X.128 MULL SPECS.....- ........8 1 X 2X.378 MULL SPECS............ -8 1 X 2.78 X.376 MULL SPECS........7 1 X 2.78 X .88 MULL SPECS.....- .....8 1 X 3.128 X .800 MULL SPECS_._.S 128 X 3.188X 288 MULL SPEC8...10 1 X 4 X.128 MULL SPECS......._..11 1 X 4 X.376 MUU. $PEES........ .......12 2 X 4 X 28 MULL SPECS---. 13 2 X 0X25 MULL SPECS.- .............14 1282 2.11 X.126 MULL SPECS.... 18 30' X 328 BAY MULL SPECS.... -18 48° X 325 DAY MULL SPECS...... -17 EXAMPLES 1 & ..................18 9 J 1 1 1 i 1 1 8 A ...pprored as candying with tMo E1ar&N 8au1,1ydg4Ceddeo ridged Dade ProdaetControl DETAIL ft MULLION TO 2X WOOD BUCK OR WOOD FRAMING EITHER THE STANDARD OR OFFSET MILL CLIP MAY BE INSTALLED BY THIS AMMO. DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY MULLION 1 TYP. ANCHOR PER SUBSTRATE, BEE TABLE B. SHEET 3 CONCRETE OR CHU • EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR DISTANCE, SEE TABLE 8, 8145878 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THISMETHOD. TYP. ANCHOR PER SUBSTRATE, /— SEE TABLE 13, SHEET / EDGESEND DISTANCE SEETABLEB. SHEETS TIP. ANCHOR PER SUBSTRATE. SEE TABLE B. SHEET rawirj0P-100. MIN 23881 CONCRETE OR CMU • ' FRONT VIEW INSTALLATION NOTES: 1) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON ANCHOR OR ELCO 1/4° CRETE-FLEX MASONRY ANCHORS PER TABLE B, SHEET 3. 2) FOR WOOD OR METAL APPLICATIONS USE ANCHORS PER TABLES, SHEET 3. 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 6) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. THE ANCHOR HOLES IN THE STANDARD AND OFFSET MULL CUP MAY BE COUNTERSUNK. TABLE A. PARTS • MIN2JKSI CONCRETE ORCMU FRONT VIEW BUCESTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. Mall Dimension POT Part* Mullion Standard Clip Offset Clip WChannef 1 X2 X.125 88805 1386113M 6881118114 656243M 1 X2 X.375 686006 688114M 8881119M 666244M 1 X2.75X.375 68807 668115M 8861120M 666245M 1 X2.75 X.65 68808 686116M 138811286 686248M 1 X3.125 X.500 8883794 8661118M 8861114M 68624M 1.25 X3.188 X.265 68841M 6661117M 688111314 56624M 1 X4X.125 69384 68811134 8801122M 88824154 1 X a X.375 86810 8811234 6881123M 63624234 2X4X.28 66602 86828134 NIA 68827134 2X6X.25 86804 668282M N/A 66272M 1.26 X2.11 X.125 69370 668323M WA WA 30 Degree 88849 688324M NIA NIA 48 Degree 68880 668321841 NIA N/A \ 811 E A. LYNANILA P.E. P.E.# 88708 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE Em1ERTHE STANDARD OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EXTERIOR MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES, THIS SHEET EDGE DISTANCE FOR MASONRY ANCHORS EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR FER 8U68TRATE, SEE TABLES, THIS SHEET MIN 2.7151 CONCRETE OR CMU FRONT VIEW TABLE B, ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, THIS SHEET EDGE ... - - _ DISTANCE SEE TABLE S. MIN 2.71(61 CONCRETE OR CMU THIS SHEET SIDE VIEW # Substrate Anchor Minimum Embedment Min. Edge Dunce A Concrete (min. 2.7 ksl) 1/4" Elco UltraCon 1 -3/8" 2 -1/2° Concrete (min. 3.35 ksi) 1/4" Elco Crete -Flex SS4 1-3/4" 2 -1/2" Ungrouted CMU (ASSTM C-90) 1/4" Elco UltraCon 1 -1/4" 2 -1/2" 1/4" Elco Crete -Flex S$4 1 -1/4" 2 -1/2" B Concrete (min. 2.7 kW) 1/4" Elco UltraCon 1-318° 1" Concrete (min. 3.35 ksl) 1/4" Elco Crete -Flex SS4 1 -3/4" 1" Ungrouted CMU (ASTM C-90) 1/4° Elco UltraCon 1 -1/4" 1° 1/4" Elco Crete -Flex SS4 1 -1/4" 1-3/4" C P.T. Southem Pine #12 Sheet Metal Screw (35) 1-3/8" 3/4° 1/4" Elco UltraCon 1-3/8" 1° 1/4" Elco Crete -Flex SS4 1-3/4" 1° Aluminum, 6063 -T5 #12 Street Metal Screw (05) 0.125° 1/2" Steel Stud, Gr. 33 #12 Sheet Metal Screw (05) 18ga (0.048°) 1/2" A38 Steel #12 Street Metal Screw (05) 18ga (0.048") 1/2" --I .128.16N. DETAIL E: MULLION TO MULLION INTERSECTION NOTES: 1) MAY BE INSTALLED IN °TEE° OR °CROW INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE INTERSECTION CLIP DRAWINGS, SHEETS 5-14 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIES. VARIES TOP VIEW VARIES - 1 MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLE 8, THIS SHEET. INTERSECTION U-CLIP FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD EXTERIOR BEE SHEETS 8.17 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLE B, THIS SHEET NOTES: 1) FOR 2X WOOD- BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. SEE SHEETS 617 FOR HOLE LOCATIONS -Z =Z] SIDE VIEW EDGE DISTANCE SEE TABLE B, 8H . SIDE VIEW i tu 2 Z 1°3; To 1 m � 2m O gg O 1 .,proved a tampTlag with IAr. Florida Cade MAR «OA# nerwirr NW Oak Product C ISk N `‘ LYNN . 4, OENSE N)' . * * : t o,55705 Sfp Q s it AL}'- A. LYN IG4I' r 1 ER P.E. FL P.E,# 58705 DETAIL F: FIELD-MODIFIED MULLION CUP SEE DETAILS A-E, SHEETS 2AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP MULLION SIDE VIEW SEE SHEETS 8.17 FOR HOLE LOCATIONS STANDARD MULLION CUP MODIFIED TO Fir MD COMMONS. 0 0 0 0 0 0 TOP VIEW SEE SHEETS 8.17 FOR HOLE LOCATIONS TYP.ANCHOR PER SUBSTRATE, SEE TABLE B. SHEETS MUWON 2'%2X.123° ANGLE GUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL DETAIL H: BAY MULLION INSTALLATION 30' OR46' BAY MULL TOP VIEW SEE SHEETS 8.17 FOR HOLE LOCATIONS TYP.ANCHOR /PER SUBSTRATE, SEE TABLE B. SHEET EXTERIOR 2X 2ANGLE CLIP. 2 PER MUWON END, MUST BE INSTALLED INSDE OF BAY MULL.. EDGE EXTERIOR DISTANCE SEE TABLE B. SHEET TYP. ANCHOR PER SUBSTRATE, SEE TABLE E, SHEET3 INTO CONCRETEtcMU EXTERIOR MIN. 1.00' ifiltinitiq DISTANCE .._ ��lf E 1ljt SEE TABLE B, SHEET3 EXTERIOR EXTERIOR t DESIGN PRESSURE • UNTIED HOLES TO BE DRILLED IN- FIELD, SEE BHEEYB111•17 FOR HOLE LOCATIONS. MIN. 1.W' EDGE DISTANCE WOOD/STEEL/AL. TABLES INTO WOOD/STEEL/AL. WOOD/STEEL/AL. SHEETS INTO CONCRETE /CAW HOLES TO BE DRILLED IN-FIELD, SEE SHEETS 8.17 FOR HOLE LOCATIONS. MIN..376 EDGE MIN. 1.00' DISTANCE SEE TABLE B, SHEET3 EDGE DISTANCE SEE TABLE B. SHEET3 MASONRY ANCHOR NOTES FOR INSTALLATION OPTIONS F AND 0: 1) DETAILS F1, 01 AND 02: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN THE FULL DP OF THAT MUWON MAY BE USED, PROVIDED THAT THE OVERALL SYSTEM DESIGN PRESSURE REQUIREMENTS ARE MET. 2) DETAIL F2: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN HALF OF THE DESIGN PRESSURE OF THAT MULLION MAY BE USED. 3) DETAILS F1, F2, 01, AND 02 ARE NOT APPLICABLE TO THE 2X4, 2X6 OR BAY MULLION. 4) SEE SHEETS 6-12 FOR CORRESPONDING MUWON AND ANCHOR QUANTITIES: EXTERIOR HOLES TO SE DRILLED IN-FIELD, SEESHEET86.17 FOR HOLE LOCATIONS. MASONRY ANCHOR INTO CO MASONRY NOTES FOR INSTALLATION OPTION H: 1) USE 2 ANGLE CUPS PER MULLION END. CLIP MUST BE INSERTED INSIDE OF MUWON. L F-� 1 1 Ian 2) SEE CORRESPONDING MUWON TABLES, SHEETS 16 & 17, FOR QUANTITY OF SCREWS. rimmed as o *Ceti m, MilInd I.— !Vedas Bits !/ / NBAr itz.r• V 1N M@ -. ' * : .68106 '+K "'',P4SSI0i4rt's A. LYh I MIU , P.E. FL P: 1706 1 °X2 °X:125°TUBE MULLION AND CLIP MULLION 6089 -T6 ALUM. X•SECTION MIN. .2767 STANDARD CUP 8083• -113 ALUM. TOPVIEW 2.006' INTERSECTION C.O./AWNS. CLUB 6083 -T8 ALUM. TOPVIEW 1 5.500° 4180" I +I MIN. '- -�.- 1.386°•..1 I r.378" 1.129 � Rectangular Loading Mato Pressure {Ibex) �� .21r 1/ STANDARD CUP 8083 -TS ALUM. XSECTION MIN. 2787 OFFSET CUP 8388 -T8 ALUM. TOPVIEW .1287 EXTERIOR .128` ALWAYS .1.4E 2SOREWS PER CLIP INTERSECTION U•CHANNEL CLIP 051.3.75 ALUM. XSECTION USED IN MULL INTERSECT- IONS ONLY .1287 I' -•1 j —.128' 2.1 .74G F.,- TABLE 1A 1 x 2 at .126 Atm. Tube MWnen Rectangular Loading Mato Pressure {Ibex) Opening (Ver64a1 or Horizontel) IMMEMINININEDIE "ME= = 9O in 100In 12010 =ECM Anchor:,,. SubsIm1eTypo. Sea Table B A 6 C A 8 C A BC A B C A C A B C A B C A B C A 9 C 16091 A 0 © ©E1E31ElE! A e4lAaah« s Ella © ®131© ©0 ©131 CI E113111311131113 all El 131 1:1 El 1311313 27 118 1 1 L I 4291 91 91 91 74 74 74 83 83 83 86 68 85 Q 49 49 44 44 44 38 98 38 31 31 31 27 27 4891 82 62 62 50 60 50 43 43 49 37 37 ® 33 33 33 -28 28 29 24 24 24 21 21 21 18 18 18 50.82511 83 53 53 43 43 43 38 38 38 32 32 92 28 28 28 26 28 28 21 21 21 18 18 18 18 ma 84 91 44 44 44 38 38 38 30 30 30 28 28 29 23 23 23 21 21 21 17 17 17 16 16 a 8091 33 93 33 27 27 27 22 22 22 19 '19 18 17 17 17 !6 18 18 53 91 28 28 18 18 18 28 28 28 26 23 20 19 23 20 16 23 19 19 19 17 17 17 18 15 15 20 17 Q 17 18 15 0 18 881n 721n 7691 78 N 19 18 15 19 18 16 TABLE 1B NOTE: THE ROW HEADING ''# OF ANCHORS* ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1 x 5* .128 Minn. Tube .MAO° TrIangWerlTrapezoi4al LOadbr9 Design Pressure 5bstf°) Opening NerBOal orHOOZOMeq SC A 8691 BC A __ 8 C A B 0 1MICEEMI A A B C A B C A SC 16091 A 0 C Anchor and 8u15310e9495pe, See Table 8 A e4lAaah« s Ella all Ell ©L7©11311L1©©131©1011El 118 118 108 183 188 104 109 104 104 104 MIEN Ell ©©MI © alma 104 104 104 104 104 184 104 104 104 1E110 104 104 104 104 g 1 L i 421n 130 138 1300 116 481n 34 64 84 78 73 73 87 87 67 63 83 63 61 81 81 61 81 81 81 51 81 81 81 81 81 61 81 50.0261n 71 m 71 82 82 62 68 68 88 82 32 82 60 80 80 49 49 49 49 49 49 48 49 49 49 48 Q 64 91 67 87 87 50 80 80 48 46 45 41 41 41 39 39 39 38 38 38 38 38 38 18 33 38 38 38 38 801n 41 41 38 38 96 32 32 35 29 29 28 27 27 27 28 28 25 28 25 28 25 26 28 28 28 28 83In 36 35 35 38 30 90 27 27 27 24 24 24 23 23 23 22 22 22 21 21 21 21 21 21 21 21 21 MIn 1 31 31 31 28 28 2e 23 2$ 23 21 21 21 19 19 19 18 18 18 17 17 17 17 17 17 17 17 17 72 In 23 20 18 23 20 18 Q 20 18 20 17. 18 20 17 18 20 17 15 17 18 1•i 15 17 15 16 18 00 16 15 781n 781n TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES 15 ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U•CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 1B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 1A). ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU • • t� I•• INTO WOODISTEEUAL. ••1111•• 41) 0 2 W 1" X 2" X .375" TUBE MULLION AND CLIP MN. 276` STANDARD CUP 6089 -TB ALUM. TOPVIEW MULLION TO ALUM. X.SECTION 6.600° MIN. •376° STANDARD CLIP zoom 6083 -16 ALUM. XSECTION 5 5 5 5 I 5 5 .126• EXTERIOR .126° ALWAYS USE 2 SCREWS PER CLIP USED IN MULL INTERSECT- IONS ONLY TABLE 2B TABLE 2A 1329.375 A11m1. Tuba 61110401 1 - Opening (Verdasl or Horizontal) 6010 �jI,J 1.128° ^! 1 �© STANDARD CLIP zoom 6083 -16 ALUM. XSECTION 5 5 5 5 I 5 5 .126• EXTERIOR .126° ALWAYS USE 2 SCREWS PER CLIP USED IN MULL INTERSECT- IONS ONLY TABLE 2B TABLE 2A 1329.375 A11m1. Tuba 61110401 Re41an010ar losdm8 DaalM Pressure Sbe - Opening (Verdasl or Horizontal) 6010 801n 70In 8011 9045 100In 1201n 1401n 181311 Anchor and Subafndelype, See Tarts A B C A B C A B C A 8 0 A B 0 A B 0 A B C A B 0 A 8 C 0 o 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 iMull (Vertical or Fes) 421n 118 97 119 109 81 109 89 89 98 89 81 89 79 54 79 71 49 71 69 40 59 81 38 81 44 80 44 481n 101 85 101 82 71 82 69 81 99 80 53 60 W 47 63 48 42 49 40 38 40 34 30 34 30 27 20 50.82691 88 81 88 70 87 70 89 68 59 61 60 81 46 46 46 41 40 41 34 34 34 29 28 29 26 26 26 64In 72 72 72 68 68 88 49 48 49 42 42 42 37 37 37 33 93 33 28 28 28 24 24 24 21 21 21 80 In 53 58 63 43 48 43 38 38 38 31 81 31 27 27 27 26 28 28 20 20 20 17 17 17 18 16 15 034n 48 48 48 37 37 37 32 32 32 27 27 27 24 24 24 21 21 21 18 18 16 15 16 • 18 8891 40 40 40 33 33 - 33 28 28 28 24 24 24 21 21 21 19 19 19 18 18 16 721n 31 27 31 27 31 27 28 22 28 22 28 22 21 18 21 18 21 18 18 18 18 18 18 18 18 18 18 78In 781n 0 25 28 20 20 20 17 17 17 18 15 18 NOTE THE ROW HEADING Yl OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1 ,28 .376 Alum. 70o Mullion TrlmguIOWTmpesoldal Loading D*R95 Premure 0 ) OpanIng (Verfual or Hor4aontal) 601n 8061 7011 eo In OD In 10091 1201n 140In 1801n Anohorand 8050amlype, 866709158 A BC A 8 C A B C A B 0 A BC A 8 C A BC A BC A BC O otAt•5ms 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 ti L 4245 170 138 170 170 128 170 170 119 170 188 118 169 189 110 188 180 118 189 189 118 180 189 118 188 189 118 188 4845 138 118 138 118 103 119 109 90 109 103 81 103 100 09 100 09 89 69 89 88 99 06 89 89 09 88 19 60.8284n 115 107 118 100 08 100 90 88 80 88 63 85 81 81 84 80 80 80 85 BD 80 80 80 00 BO 80 80 54In W 83 93 01 81 01 73 73 73 67 67 87 84 84 84 82 82 82 02 82 82 82 82 82 62 82 82 6045 87 87 07 68 68 68 81 81 81 47 47 47 44 44 44 42 42 42 41 41 41 41 41 41 41 41 41 83In 87 67 W 48 40 49 44 44 44 40 40 40 37 37 37 35 36 98 30 33 33 33 33 33 33 33 33 8811 50 BD 60 42 42 42 38 88 38 84 34 34 32 82 32 30 3D 3D 28 28 28 28 T8 26 28 28 28 7245 38 38 88 32 32 32 28 28 28 28 28 28 24 24 24 22 22 22 20 20 20 20 20 20 20 20 20 78In 32 33 92 27 27 27 24 24 24 21 21 21 20 20 33 18 18 18 17 17 17 18 18 18 10 18 18 78 M 30 18 8D 18 30 18 26 18 25 18 26 18 22 22 22 20 20 20 18 18 16 17 17 17 16 15 18 804n TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCT'S WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 2B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 2A). ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • • 113 0 • INTO WOOD/STEEL/AL. ••1111 •• M X t1 X 00 1' 1; f 1 1 0 J 1 1" X,2.750° X .375° TUBE MULLION AND CLIP MULLION 808948 ALUM. %•ECTION STANDARD CUP 8063 -T6 ALUM. TOPVIEW 1-.1.13013°1 5.800• INTERSECTION U•CHANNELOUP 8088.78 ALUM. TOPVIEW ALWAYS USE 2 SCREWS PER CUP 2620° 4.7507 II j MIN. INTERSECTION 1 1-1.085° —I I x•376° U•CHANNELOUP 8083 -T8 ALUM. XSECTION (� 1 (_} .378° MUM. 1.129° Y •Y I �•( t 1.g, 12015 1401n 1.f0.312' B C 1 SO A EXTERIOR 60..3707 OFron1 CLIP 8083.78 AWN. TOPVEW TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U•CLIP MAY NOT BE COUNTERSUNK 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARfIRAPEZOIDAL LOADING TABLES (TABLE 3B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 3A). USED IN MULL OVTERSECT IONSON.Y r -•126° .740° 1 - TABLE 3B TABLE 3A 1 x 178 z .375 Alum Tube Mullion Rectangular Loading Deulon Pleasure Oboe) O•enbtg IVerecal or Horizontal) 1.1231. MUM. IMILD11111 8011 =ZEE MD= 120 in 12015 1401n Anchor 8ubsMet9T7pa, A See Table B C A SO A A BC A A BC A A 0 C A B C A CA S BC A A SC A Qrn Ell nn©n 2 2 4 EMU 2 Ell ©nnn 2 4 2 ©o 4 ©©onnonnnnnn 71 49 71 90 40 80 81 38 81 48 30 45 S 1 L $ 421n 119 97 119 108 81 108 99 88 99 89 81 89 79 84 79 4813 128 85 128 108 71 117 92 81 108 81 83 99 72 47 90 85 42 82 54 38 98 48 30 58 40 27 01 50.928 15 121 .61 128 102 81 120 89 69 111 77 80 102 69 48 91 81 40 81 51 94 88 44 29 58 38 25 51 8415 115 78 131 98 83 123 82 84 109 Ell 47 05 84 42 85 67 38 78 48 31 83 41 27 54 88 24 47 9015 103 58 120 88 57 98 74 49 Q 68 42 71 67 38 62 82 34 70 43 28 48 37 24 39 V 21 34 831n 99 98 104 02 84 89 70 48 ® 91 40 81 54 38 84 48 32 48 40 27 40 34 23 34 30 20 30 8815 91 62 91 74 81 74 82 44 82 84 39 84 47 34 47 42 81 42 38 28 36 30 22 30 28 19 28 721n 71 87 71 58 47 58 40 40 49 42 35 42 37 31 37 39 28 33 27 24 21 23 20 23 20 18 20 781n 61 84 81 49 45 49 O 38 42 36 34 38 31 30 31 28 27 28 21 22 23 19 19 19 17 17 17 781n 88 62 88 48 44 48 38 37 39 33 33 33 28 20 29 28 26 30 21 21 21 18 m 18 18 18 18 8015 37 3T m 30 30 30 28 26 26 22 22 22 18 19 18 17 17 17 32 90 15 43 43 43 38 38 38 32 88In 10815 11161 51 22 20 31 22 20 51 22 20 28 15 17 18 17 25 18 17 21 15 21 18 21 16 18 19 18 18 18 18 18 18 18 18 98815 35 25. 35 28 85 28 30 21 90 21 30 21 28 18 NOTE: THE ROW HEADING '1# OF ANCHORS° ON THE TABLES REFERS TO THE STANDARD AND OFFSET 19 CLIP ONLY. 1x 118x.375 Alum. Tube 6601011 Tr tanguladfrepezoldal Loading Design Pteazure OWN) Opening &land CO Horizontal) 50 in 801n 70In 8013 8013 10015 12015 1401n 18015 Am:brand 8ubsbule87pe• Sea Table 8 A B C A D C A S C A B C A 1 3 6 A 13.0 A S C A B C A B C OotAnciras 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 5 I 421n 170 138 170 170 128 170 170 119 170 170 118 170 170 116 170 170 118 170 170 118 170 170 118 170 170 118 170 4811 170 118 170 157 103 170 146 98 170 139 91 170 196 89 170 135 89 170 136 89 170 138 89 170 138 89 170 50.82813 163 107 170 148 85 170 134 68 170 127 53 188 123 61 163 121 80 161 121 80 191 121 80 181 121 80 181 5411 150 98 170 133 87 170 122 80 181 114 78 162 110 72 145 107 70 141 108 70 140 108 70 140 100 70 140 8011 131 88 181 115 79 130 104 89 118 97 84 108 92 80 99 89 58 95 88 87 92 66 87 92 80 67 92 8315 1 2 3 8 1 1 3 0 1 0 8 1 1 1 1 1 9 7 8 4 6 9 8 0 5 9 8 3 8 4 0 8 0 4 8 0 8 4 8 0 7 9 8 1 7 8 2 9 5 1 7 6 7 6 5 1 7 6 66111 112 78 112 98 87 88 85 80 88 77 89 77 TZ 82 72 58 60 88 89 47 83 89 47 93 W 47 83 7215 88 88 88 73 80 73 84 53 84 53 49 58 53 48 53 50 43 50 48 40 48 44 39 44 44 39 44 7841 73 84 73 62 88 82 54 80 64 49 40 48 48 42 48 42 40 42 35 37 38 39 30 38. 38 35 38 7810 87 82 87 57 84 87 50 48 80 48 44 40 41 41 41 38 38 38 34 34 34 33 33 33 32 32 32 90 15 43 43 43 38 38 38 32 32 32 28 28 28 28 28 28 24 24 24 21 21 21 19 99 18 18 18 18 98815 35 25. 35 28 85 28 30 21 90 21 30 21 28 18 23 18 26 16 23 18 23 18 21 18 21 21 21 19 19 19 17 17 17 113 15 18 15 15 15 105In 1111n 23 23 23 19 19 19 17 17 17 15 15 18 O USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEL/AL. •on 11o• ••[I II•• Pal a 3 in 2 a0 n 1 1 O R�9 d 0 A wed Date Rom tow Dada 3,8 440 Iv tsuagt •l 6tlII11f!!b .� . 56105 1 1E ',,SSIONPL A. LYNIA Ulltilt ER, P.E. FL P.E.065705 1" X 2.750 "X .680" TUBE MULLION AND CLIP MULLION 808340 ALUM. %SECTION MIN..375' STANDARD CLIP 600340 ALUM TOPVIEW r4.01371 5.550° RaaleuguterLammug Design Pressure (IbW 4.70 ' MI 2.820 1.085' 0010 7051 Illhtw 4 EXTERIOR F 8.500' 378° 6112..375. OFFSET CLIP 8003-T8 ALUM. TOPVIEW INTERSECTION U- CHANNEL CLIP .yam' SIM•TBALUM. TOPV)EW 1.81 iN .811' ALWAYS USE 2 SCREWS PER CLB+ INTERSECTION U•CHANNEL.CLIP 6083:78 ALUM. DL %SECTION 6' .125° .740' -476' EXTERIOR USED INMULL offarsECT IONS TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MUWON CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 4B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 4A). SSW TABLE 4B TABLE 4A 132.78x .820 Alum. Tube MWtbn RaaleuguterLammug Design Pressure (IbW Opening (Vertical orl4,lza tab W)5 0010 7051 8061 9851 10051 12051 140 In 180 In Andaand SubstrateTYpe.A Sae Table 8 A B O A 8 C A B O A B 00 0 B CA 0 B CA 0 B C I a 0 80 80 0 Ell 118 Ella 0 7 119 ©©rLI 109 81 109 EVEN 09 89 Eu 99 Ell 89 © 81 Ell 89 EMEND 70 64 79 Ell 7149...71 ©o© 2 80 ©o© 40 89Ei EIRE 38 91 Ell 0 ©o_ 30 48 $ g & &&Z 1 4211, 481n 128 80 128 100 © 117 02 81 100 81 83 99 72 41 60 855 42 82 84 38 89 48 30 555 40 27 81 00.02810 121 81 128 102 .87 120 88 58 111 77 00 102 68 45 91 51 40 81 81 34 80 44 20 88 98 25 81 841n 118 78 131 00 03 123 82 54 100 72 47 80 89 42 80 87 98 78 48 31 84 41 27 85 30 24 48 00 )5 109 00 130 88 97 118 74 49 , 85 42 88 W 38 Ei 82 34 89 43 28 87 37 24 49 92 31 43 83In 00 5010 100 82 84 100 70 48 89 82 40 77 65 38 87 48 32 80 41 27 49 355 23 42 31 20 37 133 In 94 82 114 79 61 93 87 44 78 Oa 39 07 62 34 89 47 31 82 39 20 49 61 22 37 29 19 32 72 In 88 87 88 72 47 72 81 40 81 82 35 02 48 31 48 41 28 41 33 24 33 28 20 28 28 18 36 7861 78 84 78 82 45 92 82 98 52 48 94 48 39 30 00 35 27 38 28 22 28 24 19 24 21 17 21 781n 70 62 70 67 44 57 48 37 0 41 33 41 38 29 98 92 28 32 28 22 28 22 10 22 20 18 20 5051 48 455 48 38 98 35 92 92 32 27 37 27 24 24 24 21 21 21 0 17 17 10 18 155 41 34 001n 108 51 111 In 1201n 38 27 26 20 98 27 25 20 38 27 25 20 31 22 21 18 31 22 21 18 31 22 21 18 28 19 17 28 19 17 20 18 © 23 18 18 23 18 16 29 m 15 20 20 20 19 19 18 32 30 30 39 255 NOTE: THE ROW HEADING "# OF ANCHORS' ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 192.763.8855 AOsm. Tube NWOOn 7r2880IarWtap02eldal 103dblg Design Pressure( bW10) gnNS5 W018381 or Hodxortal► 8051 0010 7051 8061 90 In 100 51 12051 140 In 180 In Andaand SubstrateTYpe.A Sae Table 8 1 3 0 0 1 3 C A 9 0 A 8 80 0 0 0 0 8 0 0 0 0 0 0 0 0 0 80 91lAtniwre 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 WM Length (Vertical or Haimnpq 4210 170 138 170 170 128 170 170 110 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 4861 170 119 175 150 103 170 148 98 170 139 91 170 136 89 170 135 89 170 136 89 170 135 88 175 135 60 170 5.82861 163 150 170 145 95 170 194 88 170 127 83 188 123 81 183 121 W 181 121 80 181 121 50 161 121 88 181 54111 100 98 170 133 87 170 122 W 181 114 78 182 110 72 146 107 70 142 100 70 141 108 70 141 106 70 141 5010 131 86 170 118 78 183 104 89 199 97 04 129 92 80 122 W 00 118 00 87 114 88 87 114 88 67 114 0361 123 81 182 133 71 130 97 64 123 00 59 112 855 558 105 82 84 99 78 61 99 78 551 64 78 551 94 881n 118 78 140 101 37 120 91 00 100 84 55 89 79 552 69 78 00 84 72 47 79 71 47 78 71 47 78 7251 104 89 107 91 80 01 80 553 80 72 49 72 88 48 68 82 43 82 W 40 87 655 39 55 555 99 00 7861 50 84 00 77 58 77 87 60 87 81 48 81 68 42 68 82 40 52 47 37 47 45 38 48 44 38 44 7981 W 62 83 71 54 71 82 48 82 88 44 58 61 41 51 47 98 47 43 38 43 41 34 41 40 34 40 90 In 84 8 3 84 48 48 46 40 40 40 3S 36 38 3 2 32 32 30 30 39 255 26 28 24 24 24 23 23 23 0391 44 44 44 97 37 37 32 32 32 29 29 29 28 28 28 24 24 24 21 21 21 10 19 19 18 18 18 109)5 31 31 31 28 23 28 22 22 22 20 20 20 18 18 18 18 18 18 1116) 28 22 28 22 28 22 24 19 24 18 24 19 21 18 21 18 31 18 15 18 18 16 18 18 10 15 155 1201n O USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEUAL le0IIIIo' I•• ill ••1 2 2 2 O. 2 00 ix �d 1 1 "X3.125 "X.500"TUBE MULLION AND CLIP TABLE 5A 1+1.000` -1 i I i 1 °x3.128'* 2i° Aixm Tube Mug Anabor and Substede TTpe, 5981554.9 Rectangular Loadlllg 601n A B C 0057 A 8 C 7001 • Design Pressure 6aetlPl Opening (Vert/old or H6nxon184 8043 90In 12011 140 81 A B C A B A B C A B C A B C A B C 18013 1 —` A B C 2 z MIN..377 STANDARD CLP 080346 ALUM. 7OPVIE0 MULLION 803340 ALUM. XSEC7ION 421n 4811 90.825 57 84In 119 128 123 118 103 MIN..370' OFFSET CUP 8053 45 ALUM. TOPYIEW I I I EXTERIOR USED IN MULL INTERSECP IONS ONLY .746- 1-•-- -. 4 TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 5B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 5A). 881n 82 81 70 68 09 85 04 82 4 2 2 2 119 128 128 131 130 138 138 109 81 108 102 09 82 78 11 87 83 118 117 120 123 61 128 84 123 51 117 92 89 74 10 07 81 08 50 108 111 54 118 48 110 48 108 44 88 2 2 2 4 2 2 4 09 81 81 53 77 80 72 47 68 42 82 40 89 39 98 103 107 06 92 72 80 04 87 85 54 47 48 42 76 00 04 30 88 82 65 81 57 48 71 42 82 4D 35 52 84 48 92 84 74 47 08 68 77 74 00 84 51 48 41 38 85 34 81 28 7 00 68 72 71 84 81 81 35 51 48 80 46 48 44 41 37 35 30 58 29 27 24 23 81 01 05 53 40 38 38 32 31 27 24 21 9 01 84 84 48 40 31 80 24 29 28 81 38 24 42 31 20 98 27 19 91 28 84 22 47 10 41 781n 83 80 •32 4.700' 1.068° 2.820° .375'�� 53 :•ii 60 2.00 3 4 0.317 4 0 MIN..370' OFFSET CUP 8053 45 ALUM. TOPYIEW I I I EXTERIOR USED IN MULL INTERSECP IONS ONLY .746- 1-•-- -. 4 TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 5B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 5A). 881n 82 81 70 68 09 85 04 82 4 2 2 2 119 128 128 131 130 138 138 109 81 108 102 09 82 78 11 87 83 118 117 120 123 61 128 84 123 51 117 92 89 74 10 07 81 08 50 108 111 54 118 48 110 48 108 44 88 2 2 2 4 2 2 4 09 81 81 53 77 80 72 47 68 42 82 40 89 39 98 103 107 06 92 72 80 04 87 85 54 47 48 42 76 00 04 30 88 82 65 81 57 48 71 42 82 4D 35 52 84 48 92 84 74 47 08 68 77 74 00 84 51 48 41 38 85 34 81 28 7 00 68 72 71 84 81 81 35 51 48 80 46 48 44 41 37 35 30 58 29 27 24 23 81 01 05 53 40 38 38 32 31 27 24 21 9 01 84 84 48 40 31 80 24 29 28 81 38 24 42 31 20 98 27 19 91 28 84 22 47 10 41 781n 83 04 53 09 99 7 9 53 23 60 9 1 3 4 6 9 4 0 3 0 4 0 4 1 57 4 4 3 4 38 39 23 1 8 3 1 2 0 1 7 3 7 7857 80 59 88 88 44 72 57 37 81 50 39 52 44 29 48 40 28 41 33 22 93 26 19 28 25 18 28 80 57 55 45 88 48 98 48 40 32 40 38 28 35 20 26 30 27 23 27 22 19 22 19 18 19 18 170 18 1 TABLE 5B NOTE: THE ROW HEADING '# OF ANCHORS° ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1"x3.128"* .606°Alma Tuba Map TrlanBelxMrepemldal Loading I Deolgn Pressure (ibe78°) 08en109 0/e4tlealor 4ssrlxoa1a9 8057 601n 7091 6057 9015 10013 12057 1401n 18015 MMus and 8 80,e 419t e Typo, Bee Table B A 8 C A 8 0 A BC A 8 C A BC 4 0 0 4 0 0 4 0 0 4 0 C 94745/11 9 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 IS a 4261 170 138 170 170 126 170 170 118 170 170 NB 170 170 118 170 170 118 170 170 418 170 170 116 170 170 1% 170 48 in 170 115 170 187 103 170 146 88 175 120 81 170 135 80 170 138 88 170 135 88 170 135 90 170 138 88 170 80828 57 183 107 170 145 95 170 134 88 170 127 83 170 125 81 170 121 80 170 121 80 170 121 85 170 121 80 170 84 57 160 88 170 193 87 170 122 80 170 114 78 170 110 72 163 107 70 150 180 7u 189 108 70 159 105 70 188 130 In 131 88 170 115 78 170 104 89 158 97 84 148 82 80 1257 88 68 137 88 87 126 88 67 120 88 87 128 891n 123 81 170 109 71 181 97 84 145 90 59 138 08 68 127 52 °, 122 78 51 117 78 51 117 78 51 117 0857 119 78 170 101 07 151 91 60 134 84 88 121 78 82 113 78 00 108 72 41 100 71 47 09 71 47 89 72 61 184 88 136 91 80 115 81 53 101 75 49 91 70 84 88 43 76 82 40 72 00 39 70 50 39 70 7861 88 84 114 85 85 97 78 83 e5 89 48 ,7 84 42 70 81 40 85 55 37 59 54 98 67 54 38 68 78 in 85 82 105 82 54 88 79 48 78 67 44 70 82 41 84 88 38 80 84 35 84 81 34 61 51 34 81 9010 CO 83 83 87 45 67 SD 4m 50 45 38 46 40 34 40 37 31 97 33 28 33 30 58 20 29 26 28 0843 58 49 5S 47 42 47 41 37 41 38 34 38 33 31 33 30 29 38 27 28 27 24 24 24 23 29 23 108In 8 8 39 39 23 3 5 43 38 35 38 35 38 39 35 38 38 31 31 31 1 9 1 5 1 9 18 1 9 1 9 1 0 1 5 1 9 11144 98 38 38 30 30 30 28 28 28 23 23 23 21 21 21 19 10 19 18 18 18 18 15 15 12061 28 28 28 24 24 24 21 21 21 18 18 18 19 19 18 15 18 18 ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD/STEEL/AL •oIIIlo• le •0140.1 itkaag 1 Product 1 11111117 ∎�� 1yy111N `.k. 140. 0705 k '— 01 1.-31\ ��i .,. FLOR10p'..1C7: A. L`M 1 MRL' , P.E. FL P.E.# 58705 1.25° X 3.188° X .285° TUBE MULLION AND CLIP MULLION 0053 -T6 ALUM. 5-SECTION 3.187° F-- 1260' --1 ALWAYS USE 4 SCREWS PER CLIP USED IN MULL INTERSECT- IONS ONLY MIN. .378' Ohms 1 CLIP 808348 ALUM. TOPYIEW - - -.- .125' /J. .126° TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 8) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 6B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE SA). TABLE 6B TABLE 8A 1.26° 8 8.188° 8 .285* Mimi Tube Mnli Re6te.gWar Loading DesIen Pressure OW) Opening (Verbal or Horiawne° IO In 9015 11.1511111111 8015 8061 111KZEIIMIEEEME MEM. 12018 16015_ BC 1801n Mahar Sutsdretelype, See 1f4216 B A 15 C A E I C A 5 C A B C A 15 0 A B C A B C A B C A Ls ts. I a ors 421. 1E1 119 ©0 97 2 1111©A 2 2 11110111:113©11131©1E111101113110111:1131111EILII 2 2 4 2 2 4 2 2 4 2 2 4 2 2 11311110111E1111131131 2 2 4 2 2 119 109 81 100 99 89 99 69 61 89 79 54 76 71 49 71 80 40 60 61 36 61 45 30 ii 61 461n 126 66 128 106 71 117 92 81 108 81 63 99 72 47 80 83 42 82 84 36 au 69 W 88 40 27 60.859 On 123 81 128 102 87 120 88 88 Q 77 60 103 68 46 94 61 40 88 Q 34 72 44 29 0 38 28 84 64 In 116 78 131 96 63 123 82 a 116 72 47 107 84 42 96 W 38 88 48 31 71 41 27 m 38 24 64 00in 103 68 138 CO 67 128 74 49 110 65 42 96 57 38 86 62 34 77 43 28 84 0 24 65 32 21 46 8815 99 88 136 02 54 123 70 0 108 02 40 92 86 38 6 49 32 74 41 27 0 3b 23 63 31 20 46 6615 94 82 138 78 81 117 67 44 93 68 39 86 62 34 Q 47 31 W 36 28 65 Q 22 47 29 19 41 721n 88 87 112 72 Q 91 02 40 © 84 38 66 48 ® 68 43 28 81 36 24 42 31 W 38 27 18 31 78 31 82 54 93 80 45 78 88 98 86 81 34 66 45 30 49 41 27 44 34 22 38 29 Q 31 Q 17 27 76 hi 80 62 89 86 44 72 57 37 61 W 33 82 44 29 48 40 26 m 33 22 39 28 19 28 25 18 59 901. 89 46 69 48 38 48 40 32 40 35 28 36 30 25 30 27 23 27 22 19 22 16 16 19 93 20 93 981. 49 41 49 40 98 40 33 30 33 29 27 29 28 24 25 22 21 22 18 0 18 18 15 15 27 28 27 108814 34 34 34 28 28 28 24 24 24 21 21 21 18 18 18 16 18 0 23 23 23 71 21 21 18 18 18 1111n 1591n 92 25 32 59 32 26 20 21 28 21 20 21 22 18 22 18 22 18 19 18 19 16 19 15 17 17 17 16 15 18 21 21 21 19 10 19 17 17 17 1.26" %3.188"9 .2192. Alum Tuba Mall Trlangutar pesoldal Loading I Cosign 991852e Obey) Openln9 Nantes! or Holkont° 50 M 9015 7031 BO In 901n 10061 12018 1401n 1801n Anchor and Subsb0telype, See Table 8 A B C A B C A B 0 A B C A BC - A B C * 6 - * A B C A BO B67Amlioni 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 i. S Z" 42 to 170 138 170 170 128 170 170 119 170 X170 118. 170 170 118 170 170 118 170 170 118 ,170 170 110 170 170 116 170 481n 170 118 170 167 103 170 140 88 170 139 91 170 195 89 170 136 69 170 135 09 170 136 89 170 138 88 170 56825 In 183 107 170 146 95 170 134 68 170 127 83 170 123 81 170 121 80 170 121 W 170 121 80 170 121 80 170 6418 150 93 170 133 87 170 122 W 170 114 76 170 115 72 163 107 70 180 108 70 159 106 70 189 106 70 169 601n 131 88 170 116 78 170 154 69 188 97 84 146 92 W 137 89 68 132 W 87 128 88 87 120 86 67 128 83In 123 81 170 108 71 181 97 B4 145 90 59 135 86 60 127 62 84 172 78 61 117 78 61 117 78 51 117 661n 118 78 170 101 61 161 91 W 134 84 8B 122 79 62 113 78 W 107 72 47 100 71 47 89 71 47 W 7261 104 89 135 91 80 118 81 53 101 78 48 B1 70 48 84 88 43 79 62 40 72 W 39 70 CO 39 70 781n ea 64 114 W 68 97 76 50 86 69 46 77 .84 42 70 81 40 613 58 37 60 64 38 57 64 96 BB 761n 96 82 108 82 54 90 73 48 79 87 44 70 82 41 85 W 38 W 64 36 644 611 34 81 51 94 51 231n 68 83 88 57 45 67 60 40 60 45 38 46 41 34 41 31 31 37 93 20 93 30 28 30 26 28 28 9861 68 49 86 47 42 47 41 97 41 35 34 36 39 31 93 30 21 W 27 28 27 24 24 24 23 23 23 108in 39 39 99 33 93 33 28 28 28 26 25 28 23 23 23 71 21 21 18 18 18 10 18 18 18 16 18 111 In 38 38 38 W W W 59 28 26 23 23 23 21 21 21 19 10 19 17 17 17 15 18 15 12061 28 28 28 24 24 24 21 .21 21 18 18 18 18 16 18 18 18 18 ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEL/AL. I• o [ I 0 el • • III • • 6o 1b O r 0 3 yy Ti z 1 i O z 6r 5'13 i X I I I to 1° X,4° X .128° TUBE MULLION AND CLIP 1 1L 71781 STANDARD'CLIP 8063 -T8 ALUM. TONE* 6C8.WON 8083-76 ALUM. X- BECT6N f..1.69my Bay 4.730' MIN. 252°' x2981 1.107j) Rea6n5u11rL0063 Oatlgn Pressure 56611r1 24T2' 3AL o -r To M U 0 EXTERIOR 41 INTERSECTION U•CHANNEL CLAP 8083411ALUEb TOPVIEW `i 1—.1301 INTERSECTION *SECTION 2.127 7/SE094MULL SECT- .128 •740.1 -- ALLOWABLE SCREW PATTERNS INTO CONCRETE/MU • O O 0 O • • O O O O O O • INTO WOOD/STEELIAL • O • O • 0 • O • • • O O • 0 • TABLE 7A 1543/.123 7000. Tube 311311140 Rea6n5u11rL0063 Oatlgn Pressure 56611r1 Open0g Nameat otHorkan89 806 306 To M 11.1:1311111111021111.111111:=111 1206 1406 18061 Aaetnrnd WAWA Type 0007480 It, 8 C A B C A B C A B 0 0 BC C A 8 C 0 8 C A 8 0 0 B 0 1• ,, ,. +© 90 E110© fled/Whom 2 E1El 4 E1E31R 2 ! ©E11101ENENCIE# 2 4 2 2 4 2 ©ILIEiEt113©E#i1 49 © 30 40 e0 61 as 81 ©Ei1131 46 30 48 14 ,,,,9988, 1 4214 116 97 118 109 81 106 09 49 89 co CI 88 79 84 79 71 486 126 83 128 108 71 117 92 81 100 81 89 98 72 47 80 88 42 82 81 98 88 48 30 88 AO 27 81 6O.8286 123 81 128 102 87 130 88 89 111 77 30 103 68 46 94 81 40 88 51 34 72 44 29 81 38 0 84 846 118 78 131 88 83 123 82 84 118 72 47 107 84 42 88 67 38 88 48 31 71 41 V 81 38 24 64 306 103 88 138 30 87 128 74 49 110 0 42 98 87 38 88 82 34 43 28 83 37 24 84 32 21 47 836 99 86 138 82 84 123 70 48 104 82 40 89 68 30 78 49 32 W 41 27 87 3b 23 49 31 20 43 sob 88 82 138 78 81 114 07 0 M Q 39 82 82 34 72 47 30 83 39 28 63 CI 22 0 29 19 39 721n 88 07 118 72 47 88 82 40 81 84 36 70 48 31 81 43 28 84 38 24 44 31 20 37 27 18 33 7909 82 84 101 89 48 82 0 39 W 81 34 80 46 30 52 41 27 45 34 22 38 29 19 92 28 17 28 78 In 80 82 94 89 44 78 87 0 84 W 92 68 44 22 48 40 30 43 89 22 88 28 19 30 26 18 28 906 80 4 8 65 8 1 38 8 1 4 3 35 45 3 7 38 3 1 02 28 29 28 32 28 25 1 9 33 22 1 5 22 1 7 47 17 sun 61 42 61 42 36 42 36 30 38 30 27 30 27 24 27 24 21 24 19 18 19 0 16 88 34 96 35 1086 38 38 98 30 30 30 30 28 26 32 22 22 19 19 19 © tt 17 18 36 36 30 80 30 27 27 27 1116 1306 34 27 34 27 34 27 28 22 28 22 38 22 23 19 23 19 13. 18 30 18 20 18 20 18 10 18 18 18 18 18 3 8 3 2 2 8 2 8 2 8 2 4 TABLE 7B 18 42.128 Atom. Tub Tdmad"Mtimaidal Loading BedBa Pressure (56•91 Opening (Varga! 4414669e80 806 806 706 306 606 1006 1206 1406 1806 718674 8103891e0 Pe But NEB A B C A B C A B C A B C A 8 0 A B 0 A EC A 90 A 90 fled/Whom 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 $ L 1 426 170 136 170 170 126 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 170 130 170 48 6 170 118 170 187 103 170 146 98 170 129 91 170 136 89 170 130 89 170 835 89 170 135 89 170 130 89 170 60.8266 183 101 170 145 30 170 194 88 170 127 83 170 124 81 170 121 80 170 121 80 170 121 80 170 121 30 170 64 In 130 98 170 133 87 170 122 80 170 114 78 170 110 72 130 107 70 180 130 70 189 108 70 130 130 70 130 806 131 88 170 116 78 170 104 88 188 87 84 146 92 30 137 M 130 88 W 178 68 87 130 a 67 126 89 6 123 81 170 108 71 181 97 84 144 88 59 131 88 58 121 82 84 116 78 51 108 76 89 108 78 81 130 486 118 78 170 101 87 148 81 80 130 84 30 118 78 82 109 78 30 108 72 47 30 71 47 94 71 47 94 726 104 59 143 81 30 122 81 69 107 78 49 08 70 48 89 88 43 83 82 40 75 50 39 72 80 39 72 781n 08 84 121 86 68 103 78 80 30 89 49 81 84 42 74 41 40 85 30 37 83 84 30 30 84 86 30 786 88 82 111 82 64 98 73 48 83 87 44 74 82 41 65 30 38 W 84 36 67 62 94 64 81 34 84 906 72 W 72 81 46 81 63 40 83 47 36 47 43 34 43 39 31 39 36 26 38 32 30 92 31 as 31 986 89 49 M 30 42 60 43 37 43 38 34 96 35 31 35 30 30 32 29 28 28 28 24 28 24 23 24 1266 41 41 41 18 36 36 30 80 30 27 27 27 24 24 24 22 22 22 18 19 19 17 17 17 16 16 18 111 6 9 8 8 1 3 3 8 3 2 2 8 2 8 2 8 2 4 2 4 2 2 2 2 2 2 2 0 1 7 1 7 1 7 1 8 1 8 * 1206 30 29 30 39 as 29 aa 22 22 19 19 19 17 17 17 16 18 18 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR PESI43N PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLES TO BOTH THE STANDARD AND OFFSET CLIP. 3) FIELD fN CUPS A BE FACTORY OMAC IN THIN AND CONTAIN UNUSED HOLES. W NEEDED, HOLES MAY BE DRILLED 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. B) SEE SHEETS 2•4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGU3.ARITRAPEZOIDAL LOADING TABLES (TABLE 7B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE 7A). X4 X .125 MULL SPECS 1 °X40X.378"TUBE MULLION AND CLIP 4.000' MULLON 805348 ALUM. 2.58011ON marl i .128' .128" ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • O O II.° • 0 • O 0 0 INTO WOODISTEEUAL. • O • O • 0 • • 0 0 0 0 • TABLE 8A 1343 Alum. Tubs 11tO8 2913909914401,9 I 13891413891411 P9 0881 Pal O9n1n3 N.r891 o 681180151) 50 In OOin 7081 802 90 In 1032 110In 1201n 1402 18010 eb.a3r BubMmaTA We 8 B C A B C ABC C A A 8 888 A B 0 A B C A B C A B BC a �� $OAIgh0l 6 2 2 4 2 2 4 a a a a Y 4 a a 4 2 2 4 2 A B C A B C 1IIIIIIIIIIIIIIIII1IIIIIpIpI B C Be1Arohms 134n .378 Alm. Tuba Sham Taer•WeaTrapanoldal Vyd1n SledgePmmte (45560 00010 52e1801 orltw5mtm1) SO 19 8019 701n 801n 80 In 100 In 11019 120 2 1401n 10010 Anchor 08 6 a d v u a l e T / p 8 See Table 8 A 85 84 * 8 C A B C A 88 A 8 C A B C A B C A B C A B C A B C Be1Arohms 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2. 4 2 a 4 2 2 4 2 2 4 2 2 4 1. • Z i� 432 170 138 170 170 123 170 170 110 170 170 118 170 170 118 170 170 118 170 970 118 170 170 118 170 170 118 170 170 118 170 482 170 116 170 187 103 170 148 98 170 139 91 170 138 89 170 138 89 170 138 09 170 100 89 170 136 89 170 138 89 170 6033262 188 107 170 145 68 170 134 88 170 127 63 170 123 81 170 121 SO 170 121 80 170 121 80 170 121 SO 170 131 80 170 852 186 88 170 133 87 170 122 80 170 114 78 170 110 72 183 107 70 100 108 70 19 108 70 188 108 70 188 108 70 188 02 131 88 170 115 78 170 104 89 188 97 84 145 92 45 157 W 58 132 87 87 130 88 67 139 88 67 179 813 87 129 02 123 61 170 103 71 181 97 04 148 90 9 136 85 68 127 82 84 172 80 82 119 78 51 117 78 61 117 79 81 117 BB In 118 78 170 101 87 151 81 80 138 84 68 125 78 82 118 78 W 113 73 48 109 72 47 107 71 47 108 71 47 106 7219 104 80 109 91 80 130 81 03 121 78 49 111 70 48 104 88 43 85 63 42 85 82 40 82 50 39 89 80 32 88 782 M 84 148 88 58 127 78 W 113 89 48 743 54 42 88 81 40 81 48 38 87 58 87 84 64 38 81 84 36 80 782 68 82 141 82 80 123 73 48 108 87 44 100 62 41 83 69 38 57 58 37 83 84 35 880 82 34 77 81 34 78 802 80 T1 112 69 46 84 81 40 82 88 38 73 81 34 W 48 31 81 48 sa 57 43 28 e4 40 28 80 88 25 48 O2 74 49 82 80 42 77 88 37 Q 51 34 80 47 31 84 44 35 O 41 27 48 35 28 44 38 24 40 35 23 39 1082 54 43 84' 54 37 84 47 32. 41 41 28 41 37 X 37 34 28 34 32 28 V 30 22 30 27 20 27 28 19 28 8 1 4 19 0 5 4 1 00 4 9 3 5 45 45 31 4 3 30 30 39 38 30 34 34 2 4 3 1 2 5 39 3 5 39 31 27 24 19 24 z2 18 22 1202 48 88 48 39 82 39 34 28 24 30 018 80 27 29 27 24 21 24 23 20 23 21 18 21 W 17 10 17 18 17 144 In 27 27 27 22 22 22 18 18 18 17 17 17 18 16 18 • 9) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DE8(970 PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPUES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET 4) THE STANDARD AND OFFSET CLIP MAYBE COUNTERSUNK THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 8B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 8A). U) z co c 2 X t0 1 115 2°X4 °X:26 °TUBE M1 LLION AND CLIP MULLION 0021 -711 ALUM. XSECTION i 1 ,,,,,,,,,,,,,,,,,,,,?:,,,,,,,,,,,,,(4,,,, ii,,,,, ,,,,,• INTERSECTION U.CHANNEL OUP 6053.78 ALUM. TOPAZ" USE 6SCREN'S PER OLIP INTERSECTION U C11AN183 OUP 1380848 ALUM XSECTON USED INMULL 1757ERS607 IONS ONLY —j •—•125` ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU • O O 00 00 00 • O O • �0 0 0 00 O 00 0 O • INTO WOOD/STEEL/AL. • 00• • Ipypl • • • •e • • • TABLE 9A 2645.26 gum. Tube 820106 Rectangular Lading Design Pressure 4111102 Opening Nedlal or8O6mntop BD to CO In 7010 8611, 9010 100• 1201n 1408, 1801n Omaha and 8ub0798iype, 888790008 A B C A 8 C 2 BC C AS B C A BC 0 A 9C C A 8 C A 1 1 9 A B C 60A°01ns 2 2 8 2 2 8 2 2 8 2 2 5 2 2 8 2 2 8 2 2 8 2 2 6 2 2 8 13 Z 211 42In 119 97 119 108 81 109 99 89 90 89 81 80 70 84 79 T1 49 71 80 40 80 51 38 51 45 30 45 4861 138 85 128 108 71 117 92 61 108 61 83 88 72 47 80 85 42 82 56 36 68 40 20 58 40 27 81 1032610 123 81 128 102 87 120 88 58 111 77 00 103 88 48 94 61 40 88 61 34 72 44 28 81 98 28 64 134 In 116 78 131 t 83 123 82 84 115 72 47 107 84 42 90 67 38 81 48 31 77 41 27 48 98 24 57 6063 103 88 138 411 67 128 74 49 120 40 42 113 07 38 108 52 34 99 43 28 88 37 24 73 22 51 84 631n 09 85 136 52 64 130 70 48 123 82 40 116 65 98 109 49 32 103 41 27 88 35 23 77 31 2D 87 8861 94 82 138 78 61 131 87 44 126 80 39 110 53 34 112 47 91 105 31 28 88 34 22 75 20 19 68 72 81 BB 87 140 72 47 135 82 40 128 64 25 121 45 31 107 43 28 88 38 24 BD 31 20 W 27 18 80 1861 02 54 142 48 46 138 68 38 131 61 34 114 45 30 102 41 27 91 24 22 78 28 19 85 25 17 87 78 to 80 62 143 68 44 137 57 37 127 80 33 111 44 29 92 40 28 89 33 22 74 28 18 84 25 18 68 0012 89 45 148 67 38 128 49 92 110 43 28 94 38 25 03 34 23 73 30 15 40 30 18 51 22 28 44 95 m 85 42 132 24 36 108 48 30 51 40 27 78 33 24 W 32 21 61 27 18 60 23 15 42 20 23 38 10816 87 38 94 48 31 77 41 27 88 38 24 68 32 21 49 29 19 43 24 16 38 21 20 30 1B 19 28 11110 58 37 88 47 31 71 40 25 60 35 23 52 31 20 48 28 18 40 23 18 33 20 29 08 17 27 24 12010 52 94 89 43 28 60 87 84 48 31 21 41 29 12 33 28 17 32 22 . 25 18 15 22 16 24 18 28 18 - 81 10 1441u 40 28 40 • 33 24 33 28 20 28 24 18 24 21 16 21 18 23 19 15 18 20 TABLE OB 264o .25 M o. Tao 880802 Tdange1116Trepemtesl 1100108 neap Possum (1b4192) Opoalug ph86a1 or fbflaon0p 8010 Bo to 7010 8012 90 in 10012 12012 14012 120 61 *865118016 8116688618 T7p6 810 T6N18 A B C A B C A B C A B C A 8 0 A 8 C A 8 C A 8 6 2 8 0 541A001100e 2 2 8 2 2 4 2 2 0 2 2 8 2 2 6 2 2 4 2 2 8 2 2 8 3 2 8 tJ 1 L 1 4212 170 132 170 170 128 170 170 118 1711 170 118 170 ITO 115 170 170 118 170 170 118 170 170 118 170 170 116 170 4812 170 118 170 187 102 170 145 50 170 139 91 170 135 89 170 135 80 170 135 88 170 138 89 170 138 89 170 5082812 160 107 170 145 05 170 134 88 170 127 83 170 123 81 170 121 80 170 121 80 170 121 80 170 121 80 170 8410 180 98 170 133 67 178 122 53 170 114 70 170 110 72 170 107 70 170 108 TO 170 108 70 t 108 70 170 8842 131 88 170 116 7 8 170 104 69 170 07 6 4 64 178 1 32 92 8 5 40 80 170 1 7 0 89 09 68 68 170 3 18 65 88 81 5 T 1 19 170 00 81 1 70 170 88 69 81 e7 0 32 172 8385 121 51 170 108 71 170 87 ed 170 90 1 170 85 58 17(1 82 04 170 78 61 170 78 51 170 78 81 170 8540 11B 78 179 101 87 170 91 62 170 84 65 170 79 52 170 78 80 188 72 47 181 71 47 105 71 47 159 7210 104 89 170 91 80 170 81 63 170 78 49 187 70 46 168 88 43 148. 82 40 138 60 98 184 80 39 134 7806 98 84 170 85 68 170 78 60 170 65 45 188 84 42 144 81 40 138 48 37 Yffi 64 38 121 84 88 120 7610 98 62 1711 112 ea 170 73 42 tea 61 40 1511 82 41 188 68 35 191 54 36 121 82 34 115 et 34 114 W 10 88 63 170 01 45 184 81 40 136 68 38 121 51 04 110 48 91 182 40 28 90 40 28 88 39 28 79 6882 74 49 162 44 42 128 58 37 111 51 34 09 47 31 90 44 29 82 39 29 n 35 24 85 38 23 62 10864 65 43 198 58 37 89 49 82 77 44 20 08 40 28 82 37 29 87 33 22 49 30 20 44 29 19 41 11110 83 4t 97 64 35 82 47 31 71 43 28 e3 39 28 87 38 24 52 32 21 45 29 18 40 27 18 37 12010 68 38 77 49 32 64 43 28 60 29 25 49 35 23 44 33 21 41 29 15 35 38 17 31 17 in 17 24 18 28 18 - 81 144 10 44 31 44 37 28 37 32 29 ffi 211 21 25 28 10 25 23 17 23 20 15 20 TABLE NOTES 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3)114E STANDARD CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 98). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE SA). 00 2 X Q N0 M I r: 2ppmved er oomph 'oo Mit 111v NMrkle ; C NUM L+7�i'•7:rr'"irS_ MkNW Dado711 B6r9`t By 14a,tn..a.+ tLYNN44i((7�A' /„ 441 0. . 55705 '. Ash �' A. FIOR.OP .. LYNNI1(4ItJ.� R, P.E. FL P.E.# 58705 2`X 8"X.25"TUBE MULLION AND CLIP IAN. 378• MULLION 9983.78 ALUM. =ECM:0 r-- 4'000• —� 8.05` 4.784' 2 MUI. 375, 1.718' 2— STANDARD CLIP 00- TOAWM. TOP VIEW O O O O 0,0 010 344• 03107 0 4.887 INTERSECT= U.CHANNEI, CLIP 808348 AWE. XSECTION (MEDIA IMULL INTERSFCT- /OASONLY &437 2.80 EXTERIOR ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • O O • 00 00 00 00 0 O • • INTO WODDISTEEUAL. • • • • 00 00 00 00 • • • • TABLE 10A 28 88.26 41078.7603 8(8389 894099914/ 4001089 1 086199 Pressure 08.018') Open818(Y0160e1 aF08m90t) W In 8491 781n 8019 8019 10013 1299, 14813 18013 Anchor 40 80010 770. Soo Vie 8 A e C A 0 0 4 1 3 0 4 0 0 5 0 0 5 B 0 4 1 1 0 5 3 0 4 8 C *00ANO= 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 e $LB $ a 4213 119 118 119 109 109 108 99 99 99 86 89 0 78 79 78 71 71 71 60 80 66 61 61 81 46 48 46 469, 128 129 126 117 117 117 JOB 108 109 99 99 08 90 0 80 62 92 82 88 66 68 68 0 68 61 61 61 60.82518 176 128 128 120 120 120 111 111 111 103 101 108 94 90 94 88 81 88 72 87 72 61 68 61 24 80 56 860 131 01 131 124 123 123 118 10 118 1W 94 107 99 84 99 91 76 61 77 0 77 BB 84 88 87 47 87 830 138 129 138 128 113 123 10 67 120 118 85 113 106 76 We 99 68 99 66 Sr 88 73 49 73 84 42 86 630 186 129 136 133 10 130 123 92 123 116 81 10 108 72 108 99 65 103 82 84 89 70 48 77 82 40 87 631n 158 124 128 131 103 131 138 88 128 118 77 118 109 e9 112 94 62 108 78 81 23 87 44 80 89 39 70 7213 145 113 146 186 84 135 123 61 129 168 71 123 88 63 117 68 67 111 72 47 80 82 40 87 64 36 71 7610 142 108 142 138 89 10 117 n 121 169 W 156 81 $6 120 82 64 114 88 45 02 88 0 87 61 34 76 7813 148 108 143 133 W 137 110 76 122 184 0 10 88 0 121 80 62 118 0 44 1S 67 37 66 84 83 74 900 138 91 148 118 75 142 98 86 137 0 87 129 77 0 114 0 48 108 51 38 88 49 32 74 43 38 44 8913 10 85 148 108 71 143 82 61 138 81 S3 121 72 47 107 85 42 se 44 36 80 48 30 69 40 37 60 108 19 119 78 160 88 83 143 82 64 123 72 47 108 44 45 98 W 38 88 48 21 71 41 27 81 38 24 04 11113 112 73 151 93 81 139 60 62 10 70 48 104 82 41 93 68 37 0 47 31 78 40 28 80 36 23 62 1 3 9 (3 1 93 08 1 85 33 31 1 2 6 7 4 4 9 1 1 2 8 8 45 1 8 31 38 33 50 3 4 7 7 4 3 38 8 4 3 7 3 4 5 0 50 3 1 49 1440 0 87 118 72 47 99 62 40 0 84 35 0 48 31 81 43 28 64 28 24 44 31 20 37 27 0 32 TABLE 10B 2409.30 Non Taft 7Nn8u0!Rrep0wWit.a•n6 ' Ded9n PreachOb6911) 0060 (1051101 611831618181) 600 013 7091 800 950 1880 1050 14318 1800 A29(238 d 86699807 2 Sea T8 .8 A B CA 1 1 0 5 9 0 5 B 0 A e 6 8 0 0 5 B 6 4 0 6 4 0 6 081ANO= 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 S 19 $8� 79 1 420 176 170 170 170 170 170 170 170 170 179 170 170 170 175 173 170 170 170 177 170 170 170 170 170 170 170 170 4991 179 179 170 170 173 179 175 170 170 170 170 175 170 173 170 170 170 170 170 170 173 170 170 170 170 175 170 808018 170 170 170 170 170 170 170 170 170 179 168 170 179 161 170 170 10 170 179 169 175 170 108 170 179 184 170 640 170 170 170 170 170 170 172 10 170 170 100 170 170 144 170 170 141 170 1T0 140 170 170 140 170 170 140 170 8011 170 170 170 170 161 170 170 137 170 179 127 170 170 121 170 170 117 170 170 118 170 170 113 170 170 113 170 0818 170 162 170 170 142 170 170 128 170 170 119 170 170 112 170 183 108 179 WI 108 170 168 108 170 168 103 170 8801 170 162 170 170 183 170 170 10 170 189 111 170 168 104 170 161 90 170 10 94 fro VD 94 1 148 04 170 7213 178 137 170 170 119 170 188 108 170 149 9B 170 138 93 170 102 97 170 123 81 170 120 78 170 120 78 110 780 170 198 170 170 111 170 108 10 170 139 91 170 129 0 170 122 80 170 112 74 188 108 71 181 108 71 10 780 170 125 170 164 106 170 147 08 170 134 88 179 194 92 170 117 77 172 08 71 181 193 68 164 102 67 10 8091 180 106 170 08 91 170 156 0 175 111 73 169 102 W 182 95 83 143 48 07 129 81 0 10 78 61 119 8819 148 0 170 128 84 170 10 74 189 102 07 108 94 69 140 87 67 10 78 61. 117 73 48 10 W 40 103 1080 138 98 170 111 76 188 N 64 10 (08 68 132 81 63 120 76 48 112 08 44 98 41 40 91 W 37 08 111 h 120 BS 170 108 71 181 96 0 142 0 0 127 78 61 118 72 47 198 84 42 0 0 38 67 0 38 82 12991 118 75 170 98 0 147 0 W 10 78 69 He 71 48 198 es 43 W W 38 e8 62 34 78 49 32 72 1440 64 63 127 0 0 10 70 48 92 83 41 81 W 07 72 82 34 0 46 30 0 41 27 40 37 0 44 TABLE NOTES: O ON SHEET 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE STANDARD C1.67 MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK SHEETS 4) SEE FENESTRATION PRODUCTS WWHERE ALL FCC 3 METHODS. T S ARE ANCHORED 5) FOR SUBSTRATE, USE THE TRUWGUI.ARITRAPEZOIDAL LOADING TABLES (TABLE 108). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR AU. HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE 10A). TO 0 w I 1 APProved es Florida NOM MAMF116Ae Ptodv 4 room! X111111101777 �; ••'uCENSF •.�F�'; No. 5870s ' • g ni1S 206 .rr/ I17X"L n k STAT OF" � � i�,JOAIAt tvs' A. L`%WMILLEI�. P.E. FL P.E.#58705 1.26 "X2:11 "X.125 "TUBE MULLION AND CLIP MULLION 8063 -T8 ALUM XSEOTION r-- 1.281r I 2.000• CLIP ANGLE 1 6083 -T8 ALUM. XSECTION 4)352 CL8°S PER MULL ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD /STEEL/AL TABLE 11A 128° x 211" x .126° Alum Tube Mull Rectangular Loading Deelgn Pressure 9be'8t Opening (Vertical or Horizontal) 801n 89 in 701n ly' 801n 901n MU= Ma= 1 huh Length Wotan or Hentionteg I _. I I 1 *., I7 r. EMELIMEME1113 421n 117 BC 97 117 A 08 B 81 II 88 A BC C A BC A B C A B C A B 0 ©© 91 88 4 81 ©©imints©©u©©zo 70 81 70 83 94 83 68 A 49 58 35 30 0 461n 80 80 80 05 88 85 85 5 88 48 48 48 42 42 42 38 38 38 24 24 24 80325 in 89 89 60 58 88 83 47 47 m 41 41 41 38 0 38 82 32 32 20 20 20 541n 57 57 57 48 48 48 39 39 39 34 34 34 30 30 30 27 27 27 17 17 17 Oslo 42 42 42 34 34 0 28 29 29 25 25 28 22 22 22 19 19 19. 83144 37 37 37 30 30 30 28 28 25 22 22 22 19 19 19 17 17 17 8810 32 32 32 28 0 28 22 22 22 19 19 19 17 17 m 15 18 18 72In 28 21 20 25 21 20 28 21 20 20 17 18 20 17 16 20 17 15 17 18 17 18 0 15 18 . 18 18 781n 78144 TABLE 11B t2r x 2.t1" x .129" Alum Tube Mull 'RisnguladTrapemidal Loading Design pressure Pd(P) Opening Drer5oal or Horizontal) 801n 89 in 701n 80 in 90In 1001n 1601n Anchor and 8ulIND19l'pe, See Tabta 8 A DC A D C A DC A BC A D C A D I C A B C 801A1408045 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 Mull longer WHIN] or Horizontal) 42In 187 138 187 149 128 148 139 119 139 135 115 135 134 118 134 194 118 134 134 118 194 4810 108 108 108 95 65 95 88 88 88 81 81 81 70 79 79 79 79 79 79 79 79 80.82519 91 81 91 79 79 79 72 72 72 87 87 87 85 85 55 84 84 84 84 84 84 34 In 74 74 74 84 84 04 88 88 83 53 53 53 61 81 81 49 49 49 49 49 49 80 In 83 53 53 48. 45 40 41 41 41 37 37 37 35 38 38 33 33 33 32 32 32 133 In 48 45 46 39 39 39 38 98 35 32 32 32 29 39 29 28 28 28 28 26 28 88 bt 39 39 39 34 34 34 30 30 30 27 27 27 26 25 25 24 24 24 22 22 22 721n 35 30 30 28 28 25 23 23 23 20 20 20 19 18 18 15 18 18 18 18 15 7819 25 25 25 22 22 22 10 19 19 17 17 17 18 18 18. 15 15 15 781n 23 23 23 20 20 20 17 17 17 18 18 18 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK 4) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/ TRAPEZOIDAL LOADING TABLES (TABLE 115). FOR FENESTRATION PRODUCTS WHERE NOT AU. FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE 11A). 2 2 Z N gi ry 1 IS 1 1 Approved ascnmplytn;! with ta0 Thrift ., Cent 8 110A0_ ,A2 2 MimiDarc Fnwt O��y:1LYNN7Mj r�7.i w�� .... �}GENS�e • `1F� �i * • No. 59705 * 44trff '''479/6N. At •'s A. LYI(IN P.E. FL P.E.# 58705 • 30013.25° TUBE BAY MULLION AND CLIP r -.128° 2.00` CLIP ANGLE 809.79 ALUM 1+ X- SECTION i 1----2A0. -- 1 USE2CUPS PER ANAL END ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEUAL TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CUP ANGLE MAY BE COUNTERSUNK. 4) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR /TRAPEZOIDAL RAPEZOIDAL LOADING TABLES (TABLE 12B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 12A). TABLE12A � 30 OEM RAY NULL Rectangular Loading Reap Preemie Opening (Ventral or Hollzonlal) 800 601n 7018 800 00 10088 1101n 18012 Auhorand Bubstretelype. See Table 3 8 C A B C A 80 C 3 9 0 A B C A B C A BC 0 A 8 C 90QAer06a 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 I50 IS L 1 420 119 97 119 109 81 109 99 89 99 89 81 09 79 84 79 71 49 71 85 44 89 48 30 45 480 128 85 19 108 71 117 92 81 108 81 83 98 72 47 90 86 42 82 89 39 74 40 27 81 80.025 In 123 81 128 102 87 120 88 58 111 77 80 103 88 45 94 81 .45 50 0 37 78 38 25 54 841n 115 78 191 98 83 123 82 54 115 72 47 107 84 42 89 87 38 81 52 94 83 38 24 57 0 103 89 198 96 87 125 74 49 120 55 42 119 67 38 100 82 34 89 47 31 90 32 21 55 8318 98 68 138 82 84 130 70 48 122 82 40 104 8 .1Q 91 49 32 81 48 28 73 31 20 50 1381n 94 82 138 78 81 128 87 44 108 58 39 63 85 34 81 47 31 72 43 298 85 29 19 45 721n 88 57 122 72 47 10 82 40 84 84 38 72 49 31 83 43 28 88 39 9 51 9 18 34 790 82 84 105 88 46 9 68 98 72 51 34 82 48 30 84 41 27 48 37 24 43 28 17 28 780 80 82 97 0 44 79 57 37 87 50 39 87 44 29 60 40 28 48 39 24 40 28 18 27 800 84 48 84 82 88 62 44 32 44 38 28 38 39 9 99 ao 23 30 27 21 27 18 19 880 a 42 83 43 39 49 37 90 97 32 27 32 28 24 28 25 21 28 22 19 22 15 18 10818 35 9 88 91 31 31 38 28 28 22 22 22 20 20 20 18 19 18 18 18 18 21 21 11118 98 98 36 9 29 29 24 24 24 21 21 21 18 18 18 19 19 18 15 15 18 10 19 1200 144 fn 29 18 28 18 28 18 23 23 23 18 19 19 17 17 17 15 15 15 9 18 15 18 18 18 18 15 TABLE 12B 3.25.30 DEB. AL BAY MULL Triangular/Trapezoidal Loading j Design Preewe pee) Opening (Ventral ar Harrmman 00 800 701n 800 CO in 100 1100 190 Anchor and Bubeiratelype. See Tebbe 8 A 8 C A RC A D C A R C A B C A 8 C 3 B 0 3 B C 5ofA0otan 2 2 8 2 2 0 2 2 9 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 I800 $ 8 I98111 4218 170 138 170 170 19 170 170 119 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 451n 170 116 170 167 •103 170 145 96 170 139 91 170 138 89 175 138 89 170 135 89 170 135 80 170 82.e28 0 189 107 170 148 95 170 134 88 170 19 93 170 123 81 170 121 80 170 121 80 170 121 80 170 0415 150 BO 170 133 87 170 122 80 170 114 75 170 110 72 170 107 70 170 10 70 170 10 70 170 131 M 170 115 76 170 104 89 170 97 84 170 92 62 180 89 88 162 87 57 148 88 577 148 8918 123 81 170 10 71 170 97 04 189 0 89 153 88 os 142 82 84 134 80 62 128 78 51 128 0 In 118 78 170 101 07 108 91 CO 147 84 66 133 79 82 128 78 0 117 73 48 112 71 47 108 720 104 89 148 91 80 128 81 53 111 75 49 101 70 48 92 99 43 88 83 42 52 80 39 75 7818 98 04 128 85 88 108 78 w 83 89 46 84 84 42 77 81 40 72 88 38 88 64 35 62 780 ed 82 118 82 84 M 73 4e 66 87 44 77 02 41 71 89 9 88 88 37 62 91 94 55 801n 74 9 74 53 45 83 95 40 95 49 38 45 44 34 44 41 31 41 38 30 38 32 28 32 81 49 61 82 42 82 45 37 45 40 34 40 98 31 0 33 28 0 31 27 31 co 23 26 1081n 43 43 43 39 0 38 31 31 31 25 28 29 28 28 25 23 23 9 21 21 21 18 18 18 111 in 35 39 38 33 33 9 9 9 35 25 25 28 23 23 23 21 21 21 10 19 19 18 15 15 12010 14410 31 18 31 18 31 18 9 18 28 18 9 18 22 22 22 9 9 9 18 15 18 18 18 18 15 15 19 Z 0 2 03 3 0 N U a 2 00 r- b 1m� 1 as 049) 4.00a ISOM B1ieali Da k Pen4{u0( Cancel ISo.gB706 sir [iIONA� -1.� A LYNW WIIL R, P.E. FL P.E.# 56705 45 °/3.26" TUBE BAY MILLION AND CLIP 8.468' CLIP ANGLE 6083 -TS ALUM. *SECTION TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK. 4) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 13B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 13A). TABLE 13A 328" AL TrungUlaWiapawktal Loading I Design PTUSII30 pmsel Ranghauler Loading I Design hem* (IbIlm ae BAY (NULL Opening (Bertha) or l onaontag 801n 601n 70 In 80In 90 in 1001n 1101n 1801n Angler end SUDetra1Typo, See Table 8 A B C A 8 C A B C A B C *0 A C A B C A 1 3 6 A B C 41(*Anthem 2 2 6. 2 2 8 2 2 6 2 2 8 2 2 8 2 2 8 2 2 6 2 2 8 Is 426 119 97 119 108 81 109 98 69 88 89 X81 69 79 84 79 71 49 71 68 44 66 45 30 45 48 In 120 85 126 108 71 117 92 61 108 81 53 89 72 47 90 88 42 52 68 39 74 40 27 61 50825 In 123 81 128 102 W 130 83 58 111 77 60 103 88 46 04 61 40 88 66 37 78 38 28 84 54In 116 78 131 98 63 123 82 84 115 72 47 107 64 42 89 W 38 91 52 34 83 38 24 131 8591 103 88 136 88 67 128 74 49 120 05 42 113 57 38 108 82 34 86 47 31 88 32 21 69 83 N 89 85 135 82 54 130 70 48 123 62 40 112 W 38 98 49 32 W 48 29 78 31 20 83 661, 84 62 186 78 61 131 W 44 120 69 39 103 62 34 90 47 31 80 43 28 72 20 19 49 72 In 88 W 140 72 47 114 62 40 09 04 98 83 48 31 73 43 29 68 30 28 58 27 18 39 75 In 82 54 120 68 46 98 68 38 82 81 34 71 48 30 62 41 27 W W 24 60 28 17 94 18 In 60 82 111 86 44 81 W 37 76 W 33 88 44 29 68 40 26 81 38 24 48 25 18 31 901n 69 45 74 W 88 SO 49 32 61 43 28 44 38 28 36 34 23 34 30 21 30 39 981n 1 0 86111 81 42 61 80 38 60 42 '30 42 38 27 38 32 24 32 23 21 28 25 19 26 35 108In 4 9 108ln 43 38 43 38 31 35 90 27 90 28 24 28 23 21 23 20 19 20 18 17 18 1 9 111 In 45 1111n 40 37 40 39 31 39 28 28 26 24 23 24 21 20 21 19 18 19 17 17 17 17 1201n 1441n. 38 20 120In 92 32 32 28 29 23 22 22 22 19 19 19 17 17 17 18 18 18 17 TABLE 13B 3Al2 46 DEB. BAY NULL TrungUlaWiapawktal Loading I Design PTUSII30 pmsel Openleg (roAOat esthelsolden 5111n 6016 70 In 8018 90 In 1001n 110111 180 In A5031 end 699211231311e .A See 7abte B 8 C A 8 C *86 A B C A B C A B C A 5 6 4 B C tofAnol,0m 2 2 8 2 2 6 2 2 8 2 2 8 2 2 8 2 2 0 2 2 5 2 2 8 4 3 / i 42In 170 198 170 170 126 170 170 119 170 170 116 170 170 118 170 170 118 170 170 118 170 170 118 170 481n 170 115 170 157 103 170 146 98 170 189 81 170 138 BB 170 136 BB 170 135 69 170 138 89 170 60.825 In 183 107 170 145 98 170 134 88 170 127 83 170 123 81 170 121 60 170 121 80 170 121 80 170 8410 160 98 170 133 W 170 122 80 170 114 75 170 110 72 170 107 70 170 108 70 170 108 70 170 601n 131 88 170 118 78 170 104 ea 170 97 84 170 92 60 170 68 88 184 W W 189 85 W 167 83In 123 81 170 108 71 170 97 54 170 60 89 185 88 28 183 82 84 144 80 82 139 78 51 138 6510 118 ,78 170 101 87 170 91 60 184 84 55 148 79 62 137 76 60 128 73 48 123 71 47 118 72In 104 89 170 91 60 145 51 83 127 75 49 118 70 48 108 68 43 99 83 42 84 80 30 88 78In 88 84 149 85 85 122 78 60 107 88 46 93 84 42 88 81 40 82 68 28 78 84 35 71 7818 68 62 185 82 64 113 73 46 80 67 44 89 62 41 81 89 86 75 66 37 71 81 34 84 90 In 63 58 46 72 61 40 86 35 61 94 61 47 31 47 44 30 44 38 25 39 981n 1 0 4 9 1 0 8 8 42 08 6 1 3 7 5 1 4 6 8 4 4 5 4 1 3 1 4 1 35 25 3 8 3 3 2 7 85 35 30 35 108In 4 9 4 9 4 8 4 1 3 7 4 1 3 8 3 2 3 8 2 0 3 2 2 9 2 6 2 8 2 5 2 8 2 4 2 3 2 4 1 9 1 9 1 9 111 In 45 41 48 38 35 38 33 31 33 ?0 28 29 28 28 28 24 24 24 22 22 22 17 17 17 1201n 1441n. 38 20 30 20 38 2D 30 17 30 17 30 17 26 18 28 18 28 18 23 23 23 21 21 21 19 19 10 17 17 17 e 1 U 2 IL 1 Approved F 3948 p1 ;i°8+cith @e Oeta ,. &te NOA6 d r r. nod Dade I`rWntt _.. e `bk, 7lUa+..g1... LYNN .405— • EICAMPLt 1: SINGLE VERTICAL MUWON . NO ANCHORS IN HEAD MULLION LENGTH SEE FENESTRATION PRODUCTS NOA L SEE DETAILS, SHEETS 2-3 r _.1 L____ NO ANCHORS IN BILL F- -MULL WIDTH OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4 °. THE OPENING REQUIRES A DESIGN PRESSURE OF +80.0485.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHOWSUBSTRATE TYPE "C" WILL BE USED FOR BOTH ENDS OF THE VERTICAL MULLION. 2) THE MULLION LENGTH IS 80" AND THE OPENING IS 32° +32 =84'. BECAUSE THE SILL OF THE WINDOWS ARE NOT ANCHORED, THE TABLES USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01-88.0 PSF WHEN USING THE "C" COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.78° X .375° MULLION MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 1S +1-82.0 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1° X 2.78" X .860" MULLION (LENGTH = 80 °, OPENING = 84") HAS A DESIGN PRESSURE OF 408.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CUP. BECAUSE THE MULLION ADDS 1° TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED BUCK WIDTH 1S 32" +1 ° +32" 86 ". VERIFY THAT THE DESIGN PRESSURE 1S STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL. DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH -11 - I!. I VERTICAL L MULLION a OPENING FOR HORIZ MULLION i SEE FENESTRATION PRODUCTS ROA –N r- 8EE DETAILS Mua `\ WIDTH \ \ — SSE DETAILS, SHEET3 SEE DETAIL E, swan 3 SEE DETAILS, SHEETS r 23 �L___J 1 MP. NORM. 3r. HORIZ MULL LENGTH MULL LENGTH OPENING FOR VERTICAL MILL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2.3/8°. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01-55.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHOR/SUBSTRATE TYPE A WILL BE USED FOR THE END OF THE HORIZONTAL MULLION ATTACHING IN CMU AND TYPE °C" (INTERSECTION U -CLIP) WILL BE USED FOR THE END ATTACHING THE HORIZONTAL MULLION TO THE ALUMINUM VERTICAL MULLION. FOR BOTH ENDS OF THE VERTICAL MULLION ATTACHING TO CONCRETE, TYPE "A" WILL BE USED. 2) CHOOSE THE LONGER MULLION FIRST. FOR THE VERTICAL MULL, THE MUWON LENGTH IS 32"+72"104" AND THE OPENING IS 38"+38 =72 °. BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING TRAPEZOIDAL. LOADING MAY BE USED. SCAN THE MUU.ION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-68.0 PSF WHEN USING THE A" COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 2" X 8" TUBE MUWON ON SHEET 14, TABLE 10B, MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +1-88.0 PSF. NOTE THE NUMBER OF ANCHOR REQUIRED IN THE CLIP. BECAUSE THE MUWON ADDS 2° TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH IS 38° +2° +38°'74 ". VERIFY THAT THE DESIGN PRESSURE I8 STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) FOR THE HORIZONTAL MULLION, THE MULL LENGTH 18 38" AND THE OPENING IS 32 +72" =104 ". BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0%86.0 PSF WHEN USING THE A° COLUMN AS DETERMINED IN STEP 1. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 1" X 2.76" X .378' TUBE MUWON ON TABLE 3B, SHEET 7 MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +/-170.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CUP. BECAUSE THE MULLION ADDS 1" TO THE HEIGHT OF THE MULLED UNIT, THE ADJUSTED BUCK HEIGHT 14 32° +1" +72"105 ". VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED,HEIGHT. NOTE THAT THIS IS A DIFFERENT MULLION THAN THE VERTICAL MULLION. OPTIONALLY, THE SAME MULL COULD BE USED AS LONG AS THE FINAL DESIGN PRESSURE REQUIREMENTS ARE MET. 4) FOR THE INTERSECTION CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE 2 ANCHORS AS SPECIFIED ON THE INTERSECTION 014' DETAIL FOR THIS MUWON IN SHEET 7. ANCHORS SHOULD BE #12 SHEET METAL SCREWS (ANCHOR TYPE 0) SINCE THE SUBSTRATE IS ALUMINUM, SEE TABLE B. SHEET 3. 5) FROM 7718 ABOVE STEPS. OUR MULLION DESIGN PRESSURE 1S: +/-88.0 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 38" HORIZONTAL MULLION ATTACHING TO CMU; +1- 170.0 PSF FROM THE 38" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESNON PRESSURE IS +1 -88.0 PSF AND WOULD APPLY TO ALL OF THE MULUONS. 8) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ci) Inspection Number: INSP - 169067 Scheduled Inspection Date: June 11, 2012 Inspector: Devaney, Michael Owner: CALLI, PAUL Job Address: 710 NE 93 Street Miami Shores, FL Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Permit Number: EL -1 -12 -110 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)401 -8994 Parcel Number 1132060141470 Phone: (305) 551 -4043 Building Department Comments ELECTRICAL WORK FOR KITCHEN REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments tr. //NC26/'Z June 08, 2012 For Inspections please call: (305)762 -4949 Page 1 of 28 Miami Shores Village Building Department JA1 a 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 8 INSPECTION'S PHONE NUMBER: (305) 762.4949 '° BUILDING Permit No EH 2H PERMIT APPLICATION FBC 20 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder : 4VOL Cv - _ .. Address: I® Mr 3 ^- City: � 'k S fiko�� 3 State: �" t--- Zip: 3? 13 I Tenant/Lessee Name: (J 114- Master Permit No t t i' I 1 o21 Z Phone#: Phone#: Email: JOB ADDRESS: S ptiw� City: Miami Shores 1 County: Miami Dade Zip: Folio/Parcel #: 11' 37.06 ° 011-t ° 14 Ls the Building Historically Designated: Yes NO ?116 Flood Zone: CONTRACTOR: Company Name: 1111-A11/4311 CC, I C_ Phone #: Address: C ss -1v-c S A-J ° 78 AL_ City: Wt cP0k.S. State: rt- Zi : -33 p- s- Qualifier Name: 1IC{ CC v Pt Phone#: s) 'fl ? Z ° State Certification or Registration #: EC_ 1 ?do I' 14 • (O6 c I 0 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: Address OAlter.� on ONew ORepair/Replace Description of Work: Le- C°- ODemolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees ** * *** ********* vex** * ***.x*** **** ** x*****x:**** Submittal Fee $ Permit Fee $ /Cafe' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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, B011 FRS, 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 such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore oing instrument was acknowledged before me this to day of , 20 , by , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: TARP , TE OF FLORIDA ° Dr a s ,��pez Sign: ��F� �S d ,,: .,..:r Print: �.,� BONI D THRU ATia=BONDII70 CO.,rxc� My Commission Expires: * ***** *** * ** *** * * * ** * *** APPROVED BY Signature Contractor The foregoing instrument was acknowlleddg before me this V/ day of jr - , 20 ik, by 'k — 01`a PICA- , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: TARP PUBLIOSTATE OF FLORIDA j,,,,,.,, ,res Lopez Sign: I L�f:� =:.t 76645 Print: norin's� TtTBU n g. {Di6 60,, �1C� My Commission Expires: 2.G,/� `27"4"/Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 (ic6) Inspection Number: INSP - 169070 Permit Number: PL -1 -12 -111 Scheduled Inspection Date: June 11, 2012 Inspector: Hernandez, Rafael Owner: CALLI, PAUL Job Address: 710 NE 93 Street Miami Shores, FL Project <NONE> Contractor: NELMAR PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)401-8994 Parcel Number 1132060141470 Phone: (305) 261 -3942 Building Department Comments PLUMBING WORK FOR KITCHEN REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 08, 2012 For Inspections please call: (305)762 -4949 Page 2 of 28 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 LQJAN 2 3 �: �i BY: BUILDING Permit No.9' 11=—* 111 PERMIT APPLICATION FBC 20 Master Permit No. RC 1 I ° (I '2-) Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): ?f ' O c— �_ L — Phone #: Address: "710 T3 Cr City: 0.14`1 S State: Tenant/Lessee Name: ,J-) (A— Phone #: Zip: 73 1'3 Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: ' ©1q • r-C County: Miami Dade Zip: Is the Building Historically Designated: Yes NO / CONTRACTOR: Company Name: I) E L W PLi 14,vb 1^li✓r� i .ct'Z, i 5 Address: � � '` City: OA (4v1/1 I L. ,n State: P Qualifier Name: L j l'5 !_ n 01 Z. State Certification or Registration #: ! F Cid 3.3°2-o 6 Flood Zone: Phone#: JG —2t i - 3 `F 2 Phone #: Zip: 3 3l fT Certificate of Competency #: a (i d d .651-6 Contact Phone #: 30r- 16 (-39 (L Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ l �® Square/Linear Footage of Work: ( 2J Type of Work: OAddr s DAlteration ONew Re air/Re lace (]De olition Description of Work: e rUCC .- Cilltk ft( -eC 0t G'r. r. + x*+ x************* ** *** * * *x:**x:*********** Fees * * *** ******* ******* *********:x**:x****** *** ** Submittal Fee $ Permit Fee $ /4'19 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 issue'. In the absence of such posted notice, the inspection will not J approved and a reinspection fee will be charged. Signature /1 l,{/ —& �//` L � 1/ Signature Owner or Agent Contrfcm The foregoing instrument was acknowe led ed before me this The foregoing instrument was acknowl ged before me this t,� day of , 20 k k L , by 1>1.-- t* Fi , day of ®(T , 20 1 1 ,, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY LIC: FLORIDA �iOT runLIC -S OF Sign: . •y��, Vic. ,ajw Print: " J : Rreso �u4a My Commission Expires: Sign: Print: My Co &of • y Und r5vefters * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY �` /-247"" ' Tans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)