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WS-09-1125Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 118757 Scheduled Inspection Date: September 15, 2009 Inspector: Bruhn, Norman Owner: TENNEY, WILLIAM Job Address: 1183 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: COASTLINE WINDOWS & DOORS Permit Number: WS -7 -09 -1125 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180090 Phone: (954)658 -5322 Building Department Comments REPLACING 22 IMPACT WINDOWS Passed 4ry Failed 9/re-6. Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CL September 14, 2009 For Inspections please call: (305)762 -4949 Page 5 of 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OS ° 1195 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing MOMEWR JUL 0 7 2009 IP BY: oom °a ® ®mm®® Master Permit No. Owner's Name (Fee Simple Titleholder) 1 11 lai n IC ,1f1rQ ( Phone # , O'Fj 'id 6- b3,9:4 Owner's Address Gig City tatr u B es State RF L, Zip E ! Tenant/Lessee Name Phone # Job Address (where the work is being done) t IS P op QJ City Miami Shores Village County Miami -Dade Zip ) t ,5 FOLIO / PARCEL # 1 1- 3 QO. 0 le O Is Budding Historically Designated YES NO V Contractor's Company Name t r ' jj rtaanS crnd alt&SPhone #C.( 31.1(0 ; Qa Contractor's Address _I a F cmg_ City _ . 1 State Zip Qualifier Name ,C:►vrel_ l Y1 Phone # C{' ! 3q to b- 53 State Certificate or Registration No.CEDC.1 Fj t Ci (p ( Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: Addition []Alteration ew d Repair/Replace ❑ Demolition Describe Work: , / 1 04e) t t /ii i* .,i, t, t. ................,t ***.......F . *,fit,t*..... .. * * *.ttr ..... .«+N..** *.*, .., Submittal Fee $ oh Permit Fee $ ,.?)0 " CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side »a 1 11111111111 11111 11111 1 1111 11111 11111 1111 11 11 NOTICE QF COMMENCEMENT CFN 2009805102 ,6 A RECORDED COPY MUST BE POSED ON THE JOB SITE AT TIME OF FIRST JNSPECTIOI�R Bk 26940 Fa 0865; { 1 P9 } RECORDED 07/14/2009 16:05.54 HARVEY RUVIHp OF RT PERMIT NO. TAX FOLIO NO.Ii- C LP. O nIAEI- DADECOJNTY', FORIDA AST PAGE S T A T E OF FLORIDA STS_ ^,r - r1 C:OU.`.I 3 COUNTY OF MIAMI -DADE: r FlEkEEIV r r i is r f �y vi th original id o fc da r of THE UNDERSIGNED hereby gives notice that improvements will be made t• property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. ,. Itoe 2. ; I description of pr,. =rtyj and street ! address: of improvement: AD2 rd- fFCiaf Seal. Lr o . Ir.:.t d Co ntty *oUFts Interest in property: Name and address of fee simple titleholder. s name and • dress: : l►. A 1:A► tit 12. AltiA0-11 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement the expiration date is 1 year from the date of recorcing unless a different date is specified) Signature Own Print Owner's Name vtl1 l f! ;' P 471( € Swom to and subscribed before me this 00 day of Notary Public: � 7,.e/ Print Notary's Name: cU/ dZ My comma ; ; • t mires: -.(7,..071 J l�if1 • STATE PUBLIC Getty OF FLORIDA Commission A. Ward # DD5920143 fires: SEP. 05, 2010 Prepared by '> t r JO /e) 200°1 Address: 4'g '/ A(E 1S /?4ce Fr 444 - crr AZ 'Z.33 -17' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this,° d me or who has produced As identification and who did take an oath. NOTARY PUBLIC. STATE OF FLORIDA tty A. Ward issiop j D0592243 es: SEP. 05, 2010 �4 /a NOTARY PUBLIC: Sign: °(iV� Print: I4- My Commission Expires: cS * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) -- Signature Contractor The foregoing instrument was acknowledged before me this3C, day of " 20 69, by '<A✓& SM 1 who ismr me or who has produced as identification and who did take an oath. NOTARY PUBUc STATE OF FLORIDA Betty A. Ward NOTARY PUBLIC: Sign: Print: My Commission Expires: 4,9,e .2b 'cv 7 Plans Examiner Engineer Zoning 43 2010 2 . Pbdme Window 37'x3838' 801 NOA 060917.08 7 12 &13Pbdarewbeewa 36°x808/8° 80180 NOA 08-0917.08\ 21. Double CasemetWillow 16.17 (2)Pb-0xeWlbMaws 14'x38 U8' 37°x83 6 saw 0 0780 NOA 08-0808.11 NOA 98-0917.98 )1 x4 %83' Tube Mullion 119.91.1199 NOA 09-0128.14 191930 (3) Picture Whu ws 37'x63 801.80 NOA 98- 0917.08 (2)1 x4%83' Tube Mullion 118.& -1199 NOA 09-0128.14 15. Plane Wbxlow 36'x80618' 80180 NOA 08-091798 �3T 50x Mr EGRESS 80180 NOA 08-0$06.11 2-4 Picture Windows 3A x827/8' 89180 NOA 0817.08 1 x4x62711'TM* Mullion 92.41 -92.4 NOA 09-0128.14 11. Skgie Casement Widow 37'x80818' EGRESS 80180 NOA 08-080611 10. Single Casement Window 3888'x38" 8110 NOA 08-0508.11 9. Shute Casement Window 388/8'x 3' <--40/-80 NCA 08-0598.11 1. Daddy Casement Window 74 °x50818° 80140 NOA 08-0806.11 TENNEY RESIDENCE 1183 NE 99th St Miami Shores FL. 33138 3. Pbdue Window $3'1827/8' 72.31 -72.3 NOA08-0917.08 1 x 4 x 82 7/r Tube Mullen 92.4/-82.4' NOA094128.14 5. amble C� Window 74'x508/8' 88!88 NOA 088800.11 8. Daddy Casement Window 74'x8038` 80180 NOA 08-0508.11 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 97 (2) Pbdlxe IfAndom 37"x 50 88° (1) 1 x 4 x50 5/8 Tube Mullen 15150 NCA 09-0128.14 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roof might DESIGN PRESSURES PSF) - Zone 4 , 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 15 ft -59.3 -57.9 -58.8 -58.0 -55.4 - 54.8 - 54.4 - 53.9 -53.6 - 62.5 .7 +532 +52.2 +51.4 +50.8 +50.2 +49.7 +49.3 +48.9 16 ft -8 . -58.6 -57.8 - 56.8 58.1 -55,6, -55.1 -54,7 -54.3 -65.2 +55.4 +53.9 +52.9 +52.1 +51.5 +50:9' +50.4 +50.0 +49.6 18 ft -61.6 -60.1 - 59.1 -58.2 -57.6 -57.0 -56.5 -56.1 -55.7 - 69.3 +56.8 +55.3 +54.2 +53.4 +52.7 +52.2 +51.7 +512 +50.9 20 ft -63.0 -61.5 -60.4 -59.5 -58.8 -58.3 • -57.8 -57.3 -58.9 -74.7 +58.1 +56.5 +55.5' +54.6 +53.9 +53.3 +52.8 +52.4 +52.0 22 ft - 64.3 -62.7 +59.3 +57.7 -81.6 +56.6 - 60.7 +55.7 - 60.0 +55.0 -59.4 +54.4 -58.9 +53.9 -58.5 +53.5 -58.1 +53.1 24 ft -65.5 -63,9 -62.7 -61.9 -61.2 - 60.5 -60.0 -59.6 -59.1 -66.9 +53.1 +60.3 +58.8 +57.8 +56.8 +56.0 +55.4 +54.9 +54.4 +54.0 26 ft -68.6 - 65.0 -63.8 - 62.9 -822 - 61.6 - 61.0 -60.6 -60.2 +54.9 +61.4 +59.8 +58.6 +57.7 +57.0 +56.4 +55.8 +55.4 +55.0 28 ft -87.6 - 86.0 - 64.8 -63.9 -832 -82.5 - 62.0 -61.5 -61.1 +57.0 +82.3 +60.7 +59.5 +58.6 +57.9 +572 +56.7 +56.2 +55.8 30 ft -88.8 -66.9 +632 +81.6 55.8 +60.4 - 64.8 +59.5 -64.1 +58.7 -63.5 +58.1 -62.9 +57.5 -62.4 +57.1 -62.0 +56.6 32 ft -89.5 - 87.9 - 66.7 - 65.7 -65.0 - 64.3 - 63.8 - 63.3 -82.8 -82.5 +64.1 +62.4 +61.2 +60.3 +59.5 +58.9 +58.3 +57.8 +57.4 34 ft -70.4 -68.7 +64.9 +632 - 67.5 +82.0 -66.6 +61.1 -65.8 +60,3 - 65.2 +59.6 - 64.6 +59.1 -64.1 +58.6 -63.6 +58.1 36 ft -71.3 - 69.6 +65.7 +64.0 - 68.3 +62.8 - 67.4 +61.8 - 66.6 +61.0 - 65.9 +60.4 - 65.4 +59.8 -64.9 +59.3 -64.4 +58.8 38 ft -72.1 -70.4 +86.5 +64.7 - 69.1 +63.5 - 682 +62.5 -67.4 +61.7 -68.7 +61.1 - 68.1 +60,5 -65.6 +60.0 -65.2 +59.5 40 ft -72.9 -71.1 -69.9 - 68.9 -68.1 - 67.4 - 68.8 -66.3 -65.9 -77.0 +60.5 +67.2 +65.4 +642 +632 +62.4 +61.7 +61.1 +60.6 +802. 42 ft -73.6 -71.9 +67.9 +66.1 -70.6 +64.8 - 69.6 +63.8 - 68.8 +83.0 -684 +62,4 47.5 +61.8 - 67.0 +61.3 -66.5 +80.8 44 ft -74.4 -72.6 +68,6 +66,8 -71.3 +65.5 -70.3 +84.5 -69.5 +63.7 -68.8 +63.0 -68.2 +82.4 - 67.7 +61.9 -67,2 +81,4` ft -75.1 -732 -72.0 -70.9 -70.1 -69.4 -68.8 - 68.3 -87.8 +64.8 +692 +67,4 +66.1 +65.1 +64.3 +63.6 +63.0 +62.4 +82.0 - 88.2 +66.8 -75.7 -73.9 -72.6 -71.6 -70.8 -70.1 - 89.5 - 68.9 -68.4 48 ft +69.8 +68.0 +66.7 +65.7 +64.8 +64.1 +63,5 +69,0 +62.5 50 ft -78.4 -74.5 -73.2 -722 -71.4 -70.7 -70.1 •69.5 -89:0 +62.0 +70.4 +68.6 +67.3 +662 +85.4 +64.7 +64.1 +63.5 +63.1 52 ft -77.0 -75.2 -73.8 -72.8 -72.0 -712 -70.6 -70.1 -69.6 +63.5 +71.0 +69.1 +67.8 +86.8 +85.9 +65.2 +64.6 +84.1 +83.6 54 ft -77.6 -75.8 +71.6 +69.7 -74.4 +68.4 -73.4 +67.3 -72.5 +68.5 -71.8 +65.8 -712 +65.1 -70.6 +64.6 -70.2 +64.1 58 ft -782 -76.3 +72.1 +702 -75.0 +88.9 -73.9 +67.8 -73.1 +67.0 -72.4 +66.3 -71.7 +65.6 -712 +65.1 -70.7 +64.6 60 ft -79.4 -77.5 -76.1 -75.0 -742 -73.4 -72.8 -72.2 -71.7 +67.8 +73.2 +71.3 +69.9 +68.8 +68,0 +672 +66.6 +66.0 +85.5 Mean Roof Hecht ,'' DESIGN PRESSURES (PSFJ - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 15 ft . -73.2 -70.3 -88.3 - 88.7 - 85.4 - 64.3 -63.3 - 62.5 -61.8 +54.7 1+532 +52.2 +51.4 +50.8 +50.2 +49.7 +49.3 +48.9 16 ft -71.3 -69.2 -67.6 -66.3 -65.2 - 64.2 - 83.4 -62.6 +55.4 +53.9 +52.9 +52.1 +51.5 +50.9 +50.4 +50.0 +49.6 18 ft -76.1 -73.1 -70.9 - 69.3 -67.9 -86.8 -6 5.8 -64.9 -84 2 +56.8 +55.3 +542 +53.4 +52.7 +52.2 +51.7 +51.2 +50.9 20 ft ' -77.8 -74.7 -72.5 - 70.8 -69.5 -68.3 - 67.3 -66.4 -65.6 +58.1 +56.5 +55.5 +54.8 +53.9 +53.3 +52.8 +52.4 +52.0 22 ft -79.3 +59.3 -76.2 +57.7 -74.0 +58.6 -72.3 +55.7 -70.9 +55.0 - 69.7 +54.4 -68.7 +53.9 -67.8 +53.5 -66.9 +53.1 24 ft -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 - 69.0 -68.2 +60.3 +58.8 +57.6 +56.8 +58.0 +55.4 +54.9 +54.4 +54.0 26 ft -82.2 -78.9 -76.6 -74.9 -73.4 -72.2 -71.1 -70.2 -69.3 +61.4 +59.8 +58.6 +57.7 +57.0 +56.4 +55.8'. +55.4 +55.0 28 ft - 83.5 +82.3 -80.2 +60.7 -77.9 +59.5 -76.0 : +58.6 '' -74.6 +57.9 -73.3 +57.3 72.2' +58.7 -71.3 +58.2 -70.4 +55.8 30 ft - 84.7 +83.2 -81.4 +61.6 -79.0 +60.4 -772 +59.5: -75,7 +58.7 -74,4 +58,1 -73,3; +57.5 -72.3 +57.1 -71.5 +56.6 32 ft -85.8 -82.5 -80.1 -78.2 -78,7 -75.4 -74.3 -73.3 -72.4 +64.1 +62.4 +612 +80.3 +59.5 +58,9 +58.3 +57.8 +57.4 34 ft - 87.0 +64.9 - 83.5 +63.2 -81.1 +62.0 -792 +61.1 -77.7 +60.3' -76.4 +59.6 -75.2 +59.1 - 74.3.73.4 +58.6 +58.1 36 ft -88.0 +65.7 - 84.5 +64.0 -82.1 +62.8 - 80.2 +61.8 -78.6 +61.0 -77.3 +60.4 -76,2 +59.8 -75.2 +59.3 -74.3 +58.8 38 ft - 89.0 +66.5 - 85.5 +64.7 - 83.0 +63.5 -81.1 +62.5 -79.5 +81.7 -782 +61.1 -77.0 +60.5 -76.0 +60.0 -75.1 +59.5 40 ft -90.0 -86.4 - 83.9 -82.0 -80.4 -79.0 -77.9 -76.8 -75.9 +672 +65.4 +642 +632 +62.4 +61.7 +61.1 +60.8 +60.2 42 ft -90.9 - 87.3 - 84.8 -82.8 -812 -79.8 -78.7 -77.6 -76,7 +67.9 +66.1 +64.8 +63.8 +63.0 +62.4 +81.8 +81.3 +60.8 44 ft -91.8 +68.6 - 88.2 +66.8 -85.6 +85.5 - 83.6 +64,5 - 82.0 +63.7 -80.6 +83.0 -79.4 +62.4 -78.4 +61.9 -77.5 +61.4 46 ft -92.7 -89.0 - 88.4 - 84.4 - 82.8 -81.4 -80.2 -79.1 -782 +69.2 +67.4 +66.1 +65.1 +84.3 +63.6 +63.0 +82.4 +62.0 -93.5 - 89.8 -872 -852 -83.5 -82.1 -80.9 -79.8 -78.9 ft +69.8 +68.0 +66.7 +85.7 +84.8 +64.1 +63.5 +63.0 +62.5 50 ft -94.3 -90.6 - 88.0 -85.9 - 842 -82.8 -81.6 -80.5 -79.6 +70.4 +68.6 +67.3 +662 +65.4 +64.7 +64.1 +83.5 +63.1 52 ft -95.1 -91.3 - 88.7 -86.6 - 84.9 - 83.5 - 82.3 -812 -80.2 +71.0 +69.1 +67.8 +66.8 +85.9 +852 +84.6 +64.1 +63.6 54 ft -95.8 +71.6 -92.1 +69.7 -89.4 +68.4 - 87.3 +67.3 -85.6 +88.5 - 842 +85.8 -82.9 +85.1 -81.8 +64.6 -80.9 +64.1 56 ft -96.8 +72.1 -92.8 +702 -90.1 +68.9 -88.0 +67.8 - 86.3 +67.0 - 84.8 +662 -83.6 +65.6 - 82.5 +65.1 -81.5 +64.6 ft -98.0 -94.1 -91.4 - 89.3 - 87.5 - 86.1 - 84.8 - 83.7 -82.7 +73.2 +71.3 +69.9 +68.8 +68.0 +872 +68.8 +86.0 +65.5 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =1.00 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. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 3. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 6. 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. 7. 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. 8. 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 THESE TA8LES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ HIGH VELOCITY HURRICANE ZONE, TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 416 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. C)-I ® I 1 � ELEVATION WALL ZONE FIGURES z �n 0 8 3 1 In REMARKS DRWN CHKD DATE INIT ISSUE 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, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING 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 89885 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC 601 N.W.1e Ave. Pompano Beach, FL 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by IViramiDade County Product Comrol Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicticnr (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "515" Oniswing Aluminum Casement Window —L.M.L APPROVAL DOCUMENT: Drawing No. W06.30, titled "Series 515 Aluminum Casement Window (L.M.L) , sheets 1 through 7 of 7, dated 04/14/06 with revision B dated 01/11/08, prepared by Al -Farms Corporation, signed and sealed by Humayoun Fare, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Misaile Inxpaet Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ofthis 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 ofthis entire NOA shall be provided to the user by the manufan&uer or its distributors and shall be available for inspection at the job site at the request of the Building OfficiaL This NOA revises and renews NOA # Kr-0614.0 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY, Y, FLORIDA AETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MUM, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade eov/bnildinneode ,FPO/ NOA No. 08- 0506.11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 Page 1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 7 of 7, titled "Series 515 Outswing Aluminum Casement Window (L.M.I.) ", dated 04114106 with revision B dated 01/11/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1 TL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. 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 a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F TL -4891, dated 04/ 13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA# 06- 0614.03) 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 a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA# 06-0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Meitner, P.E. (Submitted under NOA# 01- 1129.03) Menne Product Control NOA No !,; . 1 Expiration Date: May 01, 2013 Approval Date: dune O5, 2008 E -1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Ie1'L -2770, dated 3/30/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted uukr NOA# 01- 1129.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 01/26/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex 1HG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols — Liq. Resin to adhere Glass" dated 01/29 /2004, expiring on 02/08/2009. 4. Notice of Acceptance No. 03 -0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. F. STATEMEEIYTS 1. Statement letter of conformance, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Hurricane Test Laboratory, Inc., dated December 19, 2007, signed and steed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0614.03, issued to T.M. Window and Door for their Series " 515" Aluminum Outswing Casement Window - LM Impact, appr ' on 11/08/06 and expiring on 05/01/08. E -2 Manuel Pe E. Product Control er NOA No. - + .11 Expiration Date: May 01, 7.013 Approval Date: June 05, 2008 37' WINDOW WIDTH 4' MAX HEAD/SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (AA-2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. SHALT. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO SASE MATERIAL SHALL & BEYOND WALL DRESSING OR STUIXC. ANCHORING OR LOADING CGNOMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPRO' L. A LOAD DURATION INCREASE N ALLONUIBLE STRESS 13 USED IN DESIGN OF CHORS INTO WOOD ONLY. NOT ETAL SCREWS, THAT COME WO CONTACT WITH OTHER DISOWLIR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.0,4. 14 3/8' MAX. SINGLE VENT WOW, 0.L 0PENNnfa 01.0 HT. • WOW. HT — 7.8' DLO W. (SINGLE VENT) • WDW. ow w. (DUAL VENT) .. wow, W/2 - 5.128' LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT SBYiSSD t>o9 AINh the norms DoldleaCo No I Fa o MSR i dtowInq no. W06 -301 01520N LOAD CAPACITY - PST TOR 818008 DNS. KITH HEX to -1/8' 25 -1/2' 27' 19 -1/8' 16 -1/8' 37' 2(;) GLASS A' EXL( +) 62,0 828 62.0 62.0 02.0 820 26-1/2' 37' 83' TYPES GLASS T'YP8S 6 'C' 'S'. 'D' 8'0.' INT.(- EXT( +) INT.(-) 62.0 80.0 80.0 82.0 840 80.0 62.0 80.0 80.0 52.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 83 .r +A 62.0 _ •es 62.0. 80.0 80.0 82.0 ..... . 52.0 80.0 80.0 52.0 62.0 50.0 80.0 18 -1/5' 74 -1/4' 26 -1/2' (6) 30' 74- 1/4•(6 18' 14' 24' 30' (2) 36' 16' 24' 36' 30' (2) 38' 18' 24' 45' 30' (4) 36' 16' 24' 60' 30' (5) 36' 16' 24' &i' 30' (6) 36' 16' 24' 72' 80' (8) 35" 37' 72' (6) 82.0 82.0 82.0 62.0 80.0 80.0 62.0 500 00.0 520 880 80.0 02.0 62.0 800 60.0 82.0 62.0 80.0 80.0 82.0 62.0 80.0 80A 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80,0 82.0 , 62.0 62.0 62.0 62.0 52.0 82.0 62.0 02.0 62.0 62.0 880 80.0 80.0 80.0 80.0 80.0 52.0 80.0 80.0 82.0 80.0 80.0 62.0 50.0 80.0 62.0 80,0 80.0 62.0 80.0 80.0 020 82.0 00.0 60.0 52.0 62.0 80.0 806 62.0 62.0 80.0 60.0 82.0 62.0 80.0 640 62.0 820 52.0 62.0 62.0 80.0 840 52.0 00.0 80.0 82.0 50.0 80.0 82.0 80,0 80.0 820 02.0 62.0 80.0 80.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 52.0 82.0 80.0 80.0 () - NO. OT ANCHORS PER JAMS DES161 LOAD CAPACITY - POT TOR C....(r_. w1r>n00 DIY6, WIDTH HEICHf _I 2• 2a / 37' 03 -1/8' 74' 20 -1/2' 37' 26' (2) 01.ASS TYPES A' & 'C' EXT.( +) 1N1 ( - 02.0 82.0 02.0 62.0 62.0 02.0 02.0 37' 74" 2' 37' DJ -1 /e' 74' 60-6/6 (4) 03' (8) 62.0 0 62.0 620 62.0 82.0 620 62.0 81.0 62.0 02.0 820 82.0 62.0 620 48.0 52.0 62.0 52.0 82.0 62.0 52.0 45.0 88 TYPES +) 1Nr.( -) .0 60.0 60.0 80.0 60.0 80A 806 606 806 80. 80.0 80.0 80.0 80.0 80.0 �.0 80.0 80.0 500 80.0 67.8 488 28 -1/2` 83 -1/0° 74' 24' 30' 48' 60' 72' 82.0 820 80.0 72' 24' (2) 62.0 520 45.6 466 32.7 32.7 620 62.0 82.0 52.0 62.0 62 0 62.0 82.0 620 620 66.4 45.6 32.7 80.0 80.0 80.0 ' 80.0 80.0 24' 36' 48' e0' 72° 24' 30' 48' 60' 72' 30' (3) 82.0 62.0 80.0 620 511.0 80.0 62.0 82.0 (4) 62.0 520 52.0 62.0 82.0 62.0 80.0 50.0 80.0 02 0 62.0 80.0 02.0 520 02.0 02.0 80,0 62.0 82 0 80.0 24" 48° 60` 72' e0' (6) 62.0 82.0 62.0 82.0 620 02.0 80.0 800 806 62.0 020 68.8 5&0 08.0 58,0 24' 35* 48' 60' 72" (5) 82.0 82.0 80.0 82.0 82.0 80.0 82.0 620 75.2 60.2 00.3 60.2 80.1 50.1 50.1 14' 45' 80' 72' 620 02.0 62.0 52.0 65.4 60.4 80.0 87.2 00.4 40.3 40.3 40.3 33.6 33.6 338 80.0 578 45.8 80.0 65.4 45,5 31.7 50.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 00 0 80.0 60.0 80.0 60.0 60.0 80.0 80.0 69.6 866 80.0 80.0 75.2 60.2 80.1 80.0 67.2 50,4 40,3 33.0 () s NO. OP ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). WITIMCWOrnEar SIN0056750 PIA El '253 CAA 2 5 2008 Nm Ofs¢m 7,704F //. '3 wing no W06-30 61 eeT of S CONE DGW CORNING 995 TREMCO TREO4GLAZE 500 3/19' ANN. CLASS OS0' INTERLAYER SAFETY PLUS POLYESTER .010' PET FILM 060' INTERLAYER &AMY PLUS POLYESTER X3/18' ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMOIAZE 500 ftlASS TYPE 'A' SIUGDNE OE ROS7700 3/10' ANN. GLASS .090' INTERLAYER SAFLEX 410 BY SOLUTIA 3/16' MIN. GLASS SILICONE OE ROS7700 GLASS TYPE 'E SILICONE 00w CORNING 995 TREMCO TREMCIAZE 500 5/18' ANN. GLASS .018' URETHANE AVOWS 070" INTERLAYER Y3AF —CIA$' PCLYCAR90NATE .015' URETHANE ADHESIVE 3/18' ANN. GLASS =CONE DOW CORNING 995 TREMCO TREMOLAZE 000 "v ! airroi 11 GLASS TYPE 'H' GLAZING OPTIONS SILICONE DOW COMM 995 TREMCO TREM0LAZE 000 3/l6• ANN, GLASS 180" INTERLAYER U VENOL —UO RESIN -,1``ir Lff 3/19' ANN. GLASS SILICONE 00* CORNING 998 TREADS TREMGLAZE 500 GLASS TYPE 'C' SILICONE DOW CORNING 990 TREMCO IRE/MAZE SOD 3/10" HEAT STREN'D GLASS t 20' INTERLAYER UvEIcOL —UQ RESIN 3/15' HEAT SIREN' GLASS CONE DOWOW� EARNING 998 TREMGO TREMGIIZE 800 GLASS TYPE 'D' E"°r r FARaoIs PROIMICT REVISED CAN. 76386667 UshilauCasia pSYIO9 with Op Ftlaalan N 2 6 100t� esplATING ro a 4 1 1 drawing no. W06 -30 °0 ■Ill7i<ifil* i • Illu1 BUTT HINGE OPTION MIAMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA CONCEALED HINGE OPTION WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND L_°o TO THE BUILDING STRUCTURE, TYPICAL ANCHORS; ELEV. FOR SPACING - ►CKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN, EMBED INTO CONC. OR MASONRY 4114 SM 0R SIR_L DRt L INCd SCREWS INTO METAL STRUCTURES STEEL : 12 0A. MIN. (Fy ® 36 KO MIN.) ALUMINUM : 1/B° THK. MIN. (6083 —TS MIN.) (STEEL IN CONTACT WTIH ALUMINUM TO BE PLATED OR PAINTED) #14 $MS OR SR7_G ORILLIN8 SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. ® .1261 (NO SHIM SPACE) TYPICAL 1[XiF MIRTANCS INTO CONCRETE AND MASONRY ® 1 -1/2° MIN. INTO WOOD STRUCTURE — i° MIN, INTO METAL STRUCTURE ® 1/2° MIN. .SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SIUCONE OR ACRYLIC SEALANT. Inv DEC NYMAYOUN FARODO _ RENEW smUCRJRES PL ea c3.6557 Ba wimplylwg o A thRs* lding Coda 1 JAN S 6 21398 drawing no, W06-30 (sheet 4 o 7) 1/4' ANY, SHIM TYPICAL ANCHORS , SEE ELEV. - FOR SPACING. HORS FOR Se W000 SUCKS q v v SINGLE VENT WINDOWS (B HIMOE CPnoN) w. v 76 8 D.L. OPO. EXTERIOR 00 MT WINDOW WIDTH I/, VAX. SINGLE VENT WINDOWS (cONW .ED au OPnoN) NEW STRUCTURE tar WOOD RUCKS tYPICAL ANCHORS SEE ELEV. FOR SPAgNO Mow..T REVISED aemmR a191BHMelds WIC& ANCHORS SEE ELEV. FOR SPACING WINDOW WR>T!R DUAL VENT WINDOWS 1 �W draaing no. 06 -30 set s of FRAME VENT GLAZING BEAD 41462 0 GLAZING TUBE IMPOST 11E11 PART 0 RV ANTITY 085C61P110N MATERIAL MANP. /SUPPLIER %BF.M RKB 1 0W37826 4 FRAME 6083 -T6 - 2 0237328 4 VENT 6063 -T6 - 3 i 4A 0937624 1 IMPOST 8063 -10 - MI AS RE00. CIR NO BEAD 6083 -T6 - - AS REM). CLA21N0 TUBE 8083 -78 - 8 110 X 1 -1/4' 2/ CORNER FRAME/ MT g99EMBLY SCREWS 8T, STEEI. PH SAM 6 $W27713 - CQ1liER KEY ALUMINUM - 7 - - BIER ay (3 X 1 X .082' CHRVRIN) ALUMIN M- 6 - - CORNER KEY (3 X 11/18 X .082' CHEVRON) ALUMINUM - 9 - - CORNER XEY (3 X 1 -3/8' X .041° CHEVRON) ALUMNUM - 10 2230 AS REGD. FRAME & VENT W'TRIPPE4G MEAL - 11 0237021 AS RECD, SUIT HINGE PRESSOR (FASTENED 2/ (3) f 10 X 3 B' PH 9 2) ALUMINUM - 12 GW37622 A8 RECD. BUTT HINGE EXTERIOR ( FASTENED W/ (2) 110 X 3/8' PH SMS) AL KU M - - TRUTH 13 23 -86 -32 - R010 OPERATOR (FASTENED W/ (4) 1110 X 3/8' PH ®18) 14 24 -11 -32 AS RE00. LEVER TYPE CA M LOCK ( FASTENED W/ (2) 110 X 3/8' PH SMS) - - IS 21069 - STRIKE KEEPER (FASTENED W/ (4) #$ X 1/2 TN 8118) - TRUTH 16 30236 AS READ. KEEPER (FASTEN EO 8/ (2) 1110 X 3/8' PH 8112) - - 17 300 SERIES 2/ VENT 3 34R CONCEALED IIPIQE (FASTENED 8/ (2) 110 X 3/6' PH 9848) ST. STEEL AT SASH TOP & BOTTOM 16 98001/88002 3/ VENT 4` 1.040 SNUBBER (FASTENED METH (2) I8 X 1/2' HEX H 80 8CR£W9) AT HAVE I. 18 - - - - - 1.076 1478 80 .125 CORNER KEY CORNER KEYS 2.121 OEL HUMOUR PAR000 STRUCTURES RACANIM c513757 PRODUCT REVISED oE sat 6r16Wm muldsmAmm Acceptummlla ...7" Saco .?' 11,1 Env R. AN 26204 1 451. drawing no. W06 -30 (sheet 7of, 7 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI.DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 wvvw dade.aovibnildinacade NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the =pint' xpiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "338" Aluminum Fixed Window — APPROVAL DOCUMENT: Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.L) ", sheets 1 through 5 of 5, dated 07/11/03, with last revision F dated 03/30/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Minim Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 1107- 1120.10 and consists of this page 1 and evidence pages E-1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 08- 0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 Page 1 T.M. Window 8s Door LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 07/11/03, with last revision F dated 03/30/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. "Evidence Submitted under NOA # 07- 1120.10" 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FIT. - 2782 (FTL00114), FTL -2784 (FTL00140), and FTL -3803 (F fL03072), dated 11 /06/01, 11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P.E. and Joseph Chan, P.E. "Evidence Submitted under NOA # 03 -0925.04" 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL # 0806.02-02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. 'Evidence Submitted under NOA # 03- 0925.04" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 02/17/09 and 03/30 /09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 E -1 arlos Utrera, P.E. Product Control Examiner NOA No 08-0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 T.M. Window & Door LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNII'1 "1'ED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04, issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass Plus ", dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB lnterlayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No. 07- 1116.11, issued to SAF -GLAS for their "SAF -GLAS Polycarbonate Laminate ", dated 12/12/07, expiring on 12/16/12. 4. Notice of Acceptance No. 07- 0525.06, issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 01/03/08, expiring on.02/08/13. 5. Notice of Acceptance No. 08- 0709.04, issued to Nebula Glass International dba Glassslam for their "Safety-Plus II — Laminated Glass", dated 09/11/08, expiring on.08 /07/13. F. STATEMENTS 1. Statement letter of code conformance issued by A1- Farooq Corporation, dated 02/17/09, signed and sealed by Humayotm Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FM-5276, issued by Fenestration Testing Laboratory, Inc., dated 07/11/07, signed and sealed by Carlos S. Rionda, P.E. "Evidence Submitted under NOA # 07- 1120.10" 4. Laboratory compliance letter for Test Report No. ATL- 0806.02-02, issued by American Testing Lab of South Florida, dated 09/04/02, signed and sealed by William R. Mehner, P.E. "Evidence Submitted under NOA # 03 -0925.04" G. OTHER 1. Notice of Acceptance No. 07- 1120.10, issued to T.M. Window & Door, LLC, approved on 05 /01 /08 and expiring on 01/08/09. Utrera, P.E. Product Control Examiner NOA No. 08- 0417.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 E -2 SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI -DACE COUNTY APPR.0 WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REDUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. A G ALL r AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHCRS_ORS� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED 114 DESIGN OF AN MATERIALS INCLUDING 81R NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF 2004/2007 FLORIDA BLDG, CODE SECTION 2003.8.4. A 8" Mac, FROM ENDS (T FALSE MUNIINS SURFACE *TOED - OPTIONAL 12" MAL nHEAD /SILL • :AI 1 I 0,4, OPO. WINDOW WIDTH TYPICAL ELEVATION in Ed e FLti PE CAN. 3530 PRODUCT' M WAlume THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DESIGN LOAD CApACl7y DESIGN LOAD CAPACITY - PSF ND05 DIMS GLASS TYPE 'C' 01AS5 TYPE 'D' VIDTH LENGTH EXT. < +) {INT. ( -1 EXT, < +) INT. <- 36' 42' 45' 54' 60° 85' 75' 30" 42' 48' 64" 72° 38" 42' 48" 54" 80' 80' 72' GLASS TYPE '5' EXT. ( +) 1147. 0 -) WINDOW DIMS GL4S5 TYPE 'C CLASS TYPE 'D CIA 56 TYPE '0 19114 LENGTH ExT. (+1 INT. 1-) T. 0+) INT. 1- EXT. < INT. < 75.0 75.0 90.0 90.0 90.0 90.0 - 75 ^0 _ 75.0 90,0 90.0 95.0 95.0 75.0 75.0 maim 90.0 95.0 95.0 4e" 75,0 75.0 90,0 90.9 95.0 90.0 75.0 75.0 90.0 900 95.0 95,0 75,0 79.0 90.0 90.0 95.0 95.0 75.0 75,0 90.0 90.0 95.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 70.0 75.0 90.0 95.0 99.0 905 75.0 75.0 904 90.0 95.0 , 95,0 80' 75.0 75,0 _, 80.0 80.0 95.0 95.0 710 _72.0 72.0 720 95.0 95.0 720 72.0 72.0 72.0 86.0 90.0 72,0 720 72.0 77.0 95,0 90.0 35' 42° 48' 54' 128' 75.0 X Xx 79.0 XX X Xx 9080 00 90.0 90.0_ X X --+ X X 95.0 x x x X 954 X xX 95.0 95.0_ 90.0 95.0 95.0 3e" 42" 48' 54' 132' Xx X X XX X X X x X X 95,0 X x 90.0 x X 95.0 X X 85.0 95.0 95 0 95.0 95.0 38' 42" 48' 138' x Xx xx X X Xx X X 95.0 XX 95.0 X x 95.0 95.0 960 95.0 38" 42' 48" 144' x x XX Xx Xx X 96.0 900 0 95.0 x X 950 95.0 760 75.0 90.0 90.0 9b.0 950 75.0 75.0 950 90,0 95.0 95.0 70,0 75.0 90.0 90,0 95.0 90.0 72" 75.0 75.0 90.0 80.5 95.0 90.0 72.0 72.0 72,0 77,0 95.0 95.0 XX XX XX XX 88.4 884 zx xX xx XX 79.2 79.2 42' 48' 54" 80" 68" 72° 75.0 75.0 90,0 90.0 75.0 754 90.0 90.0 75.0 75.0 87.4 87,4 04' 75.0 75.0 77.7 77.7 XX Xx XX XX XX 90 XX XX XX XX XX XX 95.0 9 &0 95.0 93.0 95.0 95.0 95.0 95.0 95.0 96.0 88.4 98,4 79.2 79.2 38' 42' 49' 66' 98" 75.0 75.0 900 90.5 75.0 75.0 90.0 90.0 75.0 75.0 77.7 77.1 XX XX Xx XX XX xx XX XX X X X X X X X X XX xX XX Xx 95.0 95.0 95.0 95.0 i 95.0 95.0 95.0 95.0 65.0 95.0 88.4 86,4 79.2 79.2 38' 42' 48' 54" 50" 85' 102' no 75,0 90.0 90.0 75.0 75.0 90.0 90.0 XX XX XX XX XX XX XX XX X X X X X X X X X X X X X X X X 95.0 95.0 96.0 95.0 950 95.0 95.0 950 i 95.0 88.0 98.4 88.4 38' 42' 48' 54' 50' 08' 108' 750 75.0 90.0 75.0 75.5 59.7 89.7 XX Xx XX XX Xx XX XX XX X X X X x X X X xX X XX XX 95.0 95.0 85.0 05.0 95.0 86.0 95.0 96.0 95.0 950 89.4 86.4 3e' 42° 48' 00' 38' 42' 48' 54" 60' 75.0 75.0 90.0 90.0 90.0 95.0 XX XX XX XX 95.0 95.0 114' XX XX XX XX 95.0 95.0 X X X X XX Xx 95.0 95.0 XX XX XX XX 90.0 954 75.0 75.0 900 90.0 95.0 964 XX XX Xx XX 95.0 954 120" XX Xx XX xX 95.0 95.0 xX XX xX XX 95.0 05.0 XX Xx XX XX 95.0 95.0 NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM El 300-02/04 (3 SEC. GUSTS). SILKONE D018 CORNING 995 n 3/18' HEAT STREN'D GLASS .120 WTERLAYER UVE4OL -CIO. RESIN 3/16" HEAT STREN'5 GLASS SIUCONE TRENCO 00060 AZE 5500 GLASS TYPE 'C' ANO LENGTH 06(14 10145 CAN so ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. (10 X 1 -9/4' P.H. 9M5 AT 22' 0.0. 3/15" HEAT STREWS GLASS .015 ADHESIVE BY '90.F -OLAS' 070° POLYCARBONATE LAMINATE BY 'SAF -0LA8' .015 40HEBIVE BY 'SAF -OCAS' -3/18" HEAT STREN'0 GLASS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE. 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. 90 INT. 00 EXT. 0+) INT. <X) EXT. 141 INT, (x) 19 -1/8' 75.0 75.0 90.0 00.0 96.0 95.0 26 -I/2' 75,9 76.0 90.0 80.0 95.0 95.0 37' 16, 75_0 76.0 90.0 90.0 D5.0 99.0 93 -1 9' 75.0 75,0 90.0 800 95.0 95.0 19-I/8' 75.0 75.0 90.0 9010 95.0 90.0 26 -1/2' 36 -3 /6, 75,0 76,0 90.0 90.0 95.0 95.0 37' 75.0 75.o 90.0 90.0 93.0 95.0 53 -1/8" 75,0 75.0 90.0 90,0 95.0 95.0 19 -1/8" 750 76.0 90.0 we 96,0 95,9 , 28 -1/2' S0 75.0 75.0 90.0 90.0 95A 95.01 37' 5 /a, 75,0 75.0 90,0 900 95.0 99.0 53 -1/8' 750 75.0 86.3 80.3 95,0 95.0 19 -1/8' 75.0 75.0 90.0 90.0 960 96.0 28 -1 /7' 75.0 75.5 90.0 90.0 95.0 95.0 37' 87, 75.0 75.0 90.0 90.0 95.0 95.0 53 -1/8" 75.0 75.0 81.3 91.3 95.0 950 19 -1/8' 75.0 75.0 90.0 90.0 98.0 95.0 26 -1/2' 74 75.0 75.0 900 90.0 95,0 95.0 37' -1/4' 750 75.9 90.0 90.0 95.0 95.0 53 -1/8' 740 75,0 91.3 81,3 95.0 95.0 SILICONE TRENCO TREMGLZE 5500 9IARS TYPE 'D' 3/16° TEMP. GLASS .015 ADHESIVE 9T 'SAF -OIAS' .070" POLYCARBONATE LAMINATE BY 'SW-CLAW .015 ADHESIVE BY 'SAF -CLAW 3/18' TEMP. GLASS r 96 020055E FA SSTENERS N STAGGERED PAIRS GLAZING OPTIONS 014ASS TYPE '9' PRCIDOLT 37139M971301 1M mra ip%.412 9w 909,141 Ballop By 7 ti 10111 gd miPo drawing no. W03 -52 sheet of 5. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. MASS TYPE '9' DIAS'S TYPE ''G' GLASS TYPE 'II' GLASS TYPE '3' WIDTH LENGTH EXT. 14) INT. <-7 EXT. 03 INT. (-1 EXT. 1.) INT. 1-) Exr. ("4 INT. (-1 36' 80.0 e0.0 00.0 90.0 80.0 111.0 90.0 140.0 40' 6 " 130.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 48' 90.0 80.0 80.0 90.0 90.0 00.0 111.0 90.0 400 54' 80,0 90.0 80.0 i 90.0 90.0 90.0 111.0 90.0 140:0 60' 89.0 613.0 80.0 1:."-917.13 90.0 90.0 111.0 90.0 140.0 83' • 80.0 80,0 90.0 90.0 000 111.0 90.0 140.0 72° 80.9 78.5 76.5 90.0 90.0 90,0 111.0 90.0 1400 3e" 00.0 60. 1 90.0 1300 90.0 111.0 90.0 140.0 42' 90.0 80.0 80.0 90.0 80.0 90.0 111.0 60.0 140,0 48' 90.0 80.0 50.0 90.0 004 00,0 111.0 90.0 140.0 54' 90.0 71,1 71.1 80.0 90.0 800 68.7 80.0 124.4 80" 85.3 84.0 64.0 72.0 72.0 12.0 86.8 72.0 112.0 08" 00.0 84.0 64.0 72.0 72.0 72,0 88.8 72.0 112,0 72' 90.0 94.0 64.0 73,0 72.0 72.0 09.8 72.0 112.9 38' 90.0 80,0 80.0 00.0 90.0 900 111.0 _ oaa .... 140.0 . n 80.0 80.0 90.0 90.0 42" 81.3 90.9. 111.0 90.0 140.0 48° 72' 76.5 76.5 90.0 90.0 90.0 111.0 80,0 140.0 Se 00.0 71,1 71.1 80.0 80.0 60.0 89.7 80.0 124.4 80' 00.0 84.0 eco 72.0 720 740 88.8 72.0 11/0 39' 81.3 90.0 80.0 00.0 90.0 90.0 111.0 0 140.0 42" 84° 69.8 89.8 90.0 90.0 90.0 111.0 90.0 140.0 NA 05.4 90.0 90.0 90.0 111.0 00.0 140.0 410. 54" 64.1 84.1 80.0 813.0 80.0 98.7 80.0 124.4 35' 75.9 75.9 90.0 90.0 90.0 111.0 90,0 140.0 42' 06' 64.3 64.3 90.0 00.0 00.0 111,0 90.0 149.0 kr 59.8 59.8 00.0 90,0 90,0 111.0 90.0 134,7 38' 102' 73.9 73.9 90.0 90.0 90.0 111.0 90.0 140.0 42" 64.5 84.5 900 90.0 00.0 111.9 90.0 140.0 38' 108" 74.) 74.1 90.0 90.0 90,0 111.0 90,0 140.0 42' 61.3 81.3 90.0 99.0 90.0 111.0 90.0 1400 ....36^ 114' 74.0 74.0 90.0 90.0 90.0 111.0 00.0 140.0 36° 120' 74.0 74.11 90.0 80.0 00.0 111.0 90.0 140.0 38' 128" 12.7 72,7 90.0 80.0 90.0 111.0 900 143.0 g 3/16° ANN. GLASS .090' INTERLAYER SLITACITE PYS Er' '130PON1" 3/19' MN. GLASS 0ILICONE TREM0.0 SPECTRum 2 GE 77013 /18' HEAT STRENO CLASS .000° INTERLAWR 13131441TE 808 BY 'DUPONT' 3/16° HEAT STREN'D 9,655 II LOAD CAPACITY - PSF meow DIMS. GLASS TYPE lr GLASS TYPE '0' GLASS TYPE 11" GLASS TYPE '4' WIDTH NGTH XT. r+) INT. CX) 91', (4) INT. IX) EXT, (4) INT. (1) EXT, )4) INT. (X) 19-1/8* 00.9 80.0 90.0 90.0 90.0 111.0 954 140.0 26-1/2° 6 " 80.0 80.0 90.0 90.0 90.0 111.0 90.0 I 140.0 goo aoo 90.0 99.0 90.0 111.0 90.0 140.0 37" 53-1/8' 80,0 80.0 90.0 90.0 90.0 111.0 00.0 140.0 19-1/8' ----''' 89.0 80.0 90.0 90,0 90.0 111.0 90.0 149.0 2- 2° • '. 90.0 90.0 90.0 111.0 00.0 140.0 80.9 80.0 .0 90.0 90,0 111.0 90.0 140.0 53-1/8' 80.0 90,0 00,0 90,0 111.0 90,0 140.0 19-I/8' 80.0 90.0 90.0 90.0 111.0 90.0 140,0 26-d" 90.0 90.0 90.0 111,0 40.0 140,0 89.0 .• !1I10 90.0 90.0 90.0 111.0 90.0 140.0 53-1/8" 75.9 159 85.3 80,3 883 1053 85.3 133,7 19-1/8° 80.0 80.0 00.0 99.0 90.0 111.0 90.0 140,0 25 " ::::) 99.0 80.0 90.0 90.0 90,0 111.0 90.0 140.0 4071711.1 . . _ 90.0 900 90.0 111.0 99.0 140.0 72,3 72.3 , 81.3 81.3 81,3 100.3 81.3 120.5 19-1/8" 804 80.0 90.0 90.0 90,0 111.0 900 140.0 28-1/2" 74-1/4" 80.0 80.0 00.0 90,0 90,0 111.0 silo 140,0 37" 89.0 80.0 00.0 90.0 00.0 111.0 90.0 140.0 53-1/0" 71,4 71.4 81.3 81.3 01,3 100.3 81.3 128.9 SILICONE TREMCO SPECTRUM 2 GE 7700 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS), 3/16' HEAT STREW!) GLASS .000' INTERLATER sENTR79LAS PLuS ST 'DUPONT' 3/16' HEAT STREN'D GLASS SILICONE TREMCO 580019110 2 GE 7700 3/10" TEMP. GLASS .090' NIERLAYER SENDITOLAS PLu8 ST ' DUPONT' • 3/18' TEMP. GLASS F SOIL 75009 AND LEMON DIUENSIONS CAN DE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABM. SILICONE 109000 SPECTRA.' 2 OE 7700 : MUM FMOCCI VRUCTURES FLA 60 0 105? CAN. 3938 . 4fAir91, CLASS TYPE '0' GLAZING_SETIM GLASS TYPE lr OLA 9 '3' dr�wiflg (20. W03-52 1I j ' Aye iN sF...ird.- 11immISre•. 4 4 ® 2 -3/0' M54 J TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 " 4 4 n a TYKE-ILL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELVIS. FOR SPACING MIAMI -DAOE COUNTY APPROVED MULLION & NULUON ANCHORS SEE SEPARATE NOA fi WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0 TRAN ER THEM TO THE BUILDING STRUCTURE. it 7 % Aal�. (Fu.177 NB1. Fy. I5S KW) INTO 2`... " `o'i r� • •+00 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR C -90 BLOCKS 1 -1/4" MIN. EMBED INTO CONC. OR BLOCK DIRECTLY INTO CONC. OR C -90 BLOCKS 1 -1/4" MIN. EMBED INTO CONC. OR BLOCK t/4" 6R91 Y AR FR _'LC ORILLNS}, .9CBEBS (GRADE 5 CRS, FFa92 KSI mm.) INTO METAL STRUCTURES STEEL ; 12 GA. MIN. (Fy 36 KSI MIN,) ALUMINUM ; 1 /B" THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS ®R SEIF P?$K.LING SCREWS INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .10D") TYPICAL. EDGE DISTANT INTO CONCRETE m 2 -3 /B" MIN. INTO C -90 BLOCK o 2" MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE m 3/44 MIN. CONcI TE rc m 3000 PSI MIN. C -90 HOLLOW/FILLED BI.0CK T'm o 2000 PSI MAN. SEALANT; FRAME CORNERS SEALED WITH ACRYLIC SEALANT. coo wampum r' 1 08 1....:7J 47 ,"1 375 ITEM PM8T� QUANTITY DESCRIPTION MATERIAL MA P./sUPPLIER/ I Gw-15277-A 4 W14DOW RAME 6063-Th 6063-75 - - lage, As RE08. REGO CLAM STOP TUSE ... PW-355 CAAZIPO STOP YON 4_1003-15 6063-TS - - 0pA-1008 IS FiE00 GLAZING FOP EVTERIOA ANGLE 4 856-1860 AS NEM - - • GLAziNG STOP INTERIOR 6083-75 - 6 7 0 10 x r f IS X I-i/4" 1M-174 Malt ASSEMBLY SCREITS - P.H. SMS - GLAZING STOP SGMESS - P.H. SAIS AS REM. GtA Z INC BEAD 5783-73 - Ci..) WINDOW FRA (2) GLAZING STOP TUBE MIAMI-DADE COUNTY 6558,0 MULLION SEE SZPARATE 1104 TITRE-AL ANCHORS SEE ELEV. FOR SPACING TYP CORNER DET&IL ®, GLAZING STOP TUBE I/4" MAX. TYPICAL Arcrion — 5P0M 000 01.04. FOR SPAOHG METAL StALIGTURE (?..,.) GLAZING STOP EXTERIOR ANGLE 0 TOPICAL AXCHORS 501 01.04. FOP SPACING BY VD SUMS GLAZING STOP INTERIOR ANGLE EXTERIOR D.L. CIPG. nrirISCRWYECAW STRUCTURES RA- PE if 1507 CAN. 3535 WINDOW WIDTH mooncraudowto complytog MST the MASA Cade Amampimme empbslims 01 GLAZING BEAD drowirtg no. W03-52 :"eiret 0 COUNT' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www miamidade.go inbuildingcode R. C. Aluminum Industries, Inc. 2805 N. W. 75th Ave Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Mani Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami. Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. ff this product or material fails to perform in the accepted manner, the.manufaciurer will incur the expense of such testing and the AAJ. may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dadc County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Scrim "ML 100" Almninum Tube Mullion —L.M.I APPROVAL DOCUMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04 with revision `C" dated 09/22/08, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the MiamiDade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if has been a revision or change in the materials, use, and /ar manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06-1130.03 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09-0128.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22./08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc:, Test Report No.FTL-4024, dated January 14, 2004, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #04-060805) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted wader previous NOA #04- 060&05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004, prepared by A1- Farooq Corporation, dated 09/24/08, signed and sear by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None E -1 t Manuel Pe d. Product Control E ., , , NOA No. I . 4 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 R. C. Aluminum Industries. Inc NOTICE OF ACCEPTANCE: EVIDENCE SITBM1TTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #06x1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.L ", approved on 04/05/07 and expiring on 08/19109. E -2 Manuel Product Control NOA No. 09-0 R..14 Expiration Date: August 19, 2014 Approval Date: April 00, 2009 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. BrCTANCULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONu NOTES; no PRODUCT HAS KEN ��7 DRLN REQUIREMENTS OF THE MAMA 00IL0 E 2004�EDRO INCLUDING HON VELOCITY HURRICANE 20NE (144Q). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCNOR5 51WL SE AS WED, SPACED AS SHOWN ON OURS, EYBETANENI TO BASE MATERIAL moil. BE BEY01W WALL =woo (STUCCO, THE ETC.). ANCHORING 00NDR10NB OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF 1148 APPROVAL A LOAD DURATION BiCAEABE IN ALLOWABLE STRESS IS USED tN 505ION OF ANCHORS INTO WOOD ONLY. TO IMAM THAT COW PRO COMB DISSIMILAR mMATEWALB SITU. MEET THE REQUIREMENTS OF 2004 FLCRDA FILD0. CODE SECTION 20034.4. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLID4S. DETERMINE DEIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPEN1140. USE WPM'S) GLAZING PRODUCTS MEETING ABOVE LOAD REOUIREIENN1S. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL U5540 CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN 005141 LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPE ON SHEET 5 THRU 7 ANO ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE COIGN LOADS SPECIFIED IN STEP 1 ABOVE TYPICAL 1- WINDOW FRAME MULLIONS CONTAINING TYPICAL GLAZING PRODUCT5 HORIZONTAL. OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 81RUCTLAR5 SCAN. E 15 SEP 2 5 2008 PRODUCT RIL V ,.., ea N h �O+O Coda h the 8o➢ m r bn.ln Mumma No �Y.lII %jP „ 4.4 z /FLeet of 7 1 x 3 O. MULLION 6083 -T8 8063 -T -- 2 X 4 STD. MULLION 8083 -TB 1 -1/2 X 4-1/2 CUSTOM MULLION 8083 -TB 2X STD. MULLION 6083 -T8 2X6 ±IEAW MULLION 6063 -T8 1 -3/4 MSN• FOR 3' TUBES 2 -3/ 4• MIN ALL OTHERS NOTCH OPTIONAL NOTCH OPTIONAL ANGLE CLIP 6063 -T8 MULLION CLIP 80133 -TE MULLON CLIP 8083 -TB Gip: 6N. HUMATOO 1,AL700 STIticluns Mme• ! 18337 SEP 2 5 2008 pggpyt, r m complying mgil th F'Iwt4 glorleimg Coda drvwing no. 1404 -05 (onevt 2 of i DESIGN LOAD CAPACITY - PSY (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBB MULLIONS) DESIGN LOAD CAPACITY - 9811 (TUBE 012111008) WINDOW DIMS. MOTH (W) 19-1/8' 20 -1/2' 30' 37' 42" 48' 84' 60' 60' 72' MULL SPAN 36 -3/8" I -1/2 R 1 1 8 I X 4 13 1 4 4-1/2 STD. BTD.i STD. OM 160.0 max 130,0 1500 150,0 150.0 150.0 160.0 150.0 150.0 150.0 160.0 160.0 150.0 160.0 150.0 150.0 150.0 151.0 1508 150.0 150.0 150.0 150.0 137.8 100.0 150,0 150.0 124.0 150,0 150.0 120.0 112.7 150.0 150.0 150.0 2 X 0 9 X STD. MEATY 190,0 150.0 150.0 150.0 150.0 150,0 150,0 150.0 150.0 180.0 1130.0 150.0 150.0 1904 150.0 150,0 150.0 150.0 WINDOW DIMS. 5101H (W) MULL SPAN STD. 187 . 4 214 STD. 103.3 180.0 150.0 150.0 150,0 150,0 19-1/9' 20 -1/2' 40' 54' 110" 86" 72" 160.0 1604 160.0 1550 150.0 150.0 1800 150.0 150.0 150.0 150,0 150.0 1424 1504 150.0 160.0 115.5 (10.0) 150,0 150.0 1014 150.0 150.0 1505 89.1 143,1 150.0 150.0 762 137.2 150.0 150.0 150.0 150,0 150.0 150.0 150.0 1500 150,0 150.0 150,0 150.0 71.2 114.5 150.0 150,0 644 104,1 150.0 1500 59.4 95.4 139,3 150.0 150.5 180.0 150.0 100.0' 150.0 150.0 t9 -1/8" 28 -1/Y 30' 37' 42' 48' 54' 80' 86" 72" 60' 141.3 180,0 150.0 100.0 160,0 150.0 102.0 *80.0 150.0 190.0 150.0 150.0 90.1 150.0 150,0 1504 73.0 1324 150.0 100.0 64.3 116.5 150,0 150.0 56.3 101.9 148.6 150.0 150.0 150.0 150.0 150.0 1504 150.0 150.0 150.0 ' 000 90.8 132.3 150.0 150.0 150.0 46.0 514 119.0 150.0 150.0 150.0 404 74.1 108.2 150,0 180.0 150.0 375 67,9 094 1504 150.0 150.0 19 -1/8" 28 -1/2' 30" 37" 42' 48' 54' 60" 60' 72' 19 -1/8' 28 -1/2" 30' 37' 42' 48" 54" 15° 72' 19-1/8' 28 -1/2' 30' 37' 42" 48° 54" 00' 88" 72" 74 -1/4" 84" 74.0 150.0 53.8 118.4 47,8 101.0 30.5 82.0 334 72.8 29.7 637 25..4 588.8 23.5 51,0 21.5 46.3 - 425 51.5 110.4 37.2 76.7 32.8 70.4 26.6 57.1 33.4 50.3 20.0 44.0 - 39,1 133.0 150.0 145.9 120.7 100.4 93.1 52.7 74.4 67.7 62.0 150.0 116.4 102.5 53.4 73.5 843 57.1 61.4 98' - 32.0 - 293 34.5 74.0 34.0 53.4 46.7 42.0 1051 75.0 1 -1/2 4-X1/2 0 X 6 2 X 0 CU M STD. HEAVY 1004 150.0 150.0 1504 150.0 1040 150.0 150.0 150.0 160.0 150.0 150.0 130.0 100.0 990.0 150.0 1505 150,0 100.0 180.0 150.0 180.0 144,1 150,0 130.7 131.0 150.0 1253 120.1 150,0 180.0 150.0 1605 160.0 100.0 160.0 1605 150.0 1604 1005 160.0 150.0 150.0 1804 150.0 1434 140.5 160.0 127.5 1241 150.0 115.0 112.0 150.0 104.0 1024 1600 95.9 93.5 150.0 150.0 150,0 100.0 WINDOW DIMS. WIDTH (W) MULL SPAN 19 -1/5' 26 -1/2' 30' 37' 42' 48' 54' 60' 56' 72' 19 -1/6' 26 -1/2' 30' 37' 42' 48' 54' 90. 86' 72' 120" 132" 1x8 STD. 1 -1/2 1 X 4 9X4 4 -1/B STD. STD. C M 6X0 STD. 37.9 55.3 1238 27.3 39,9 89.3 24.1 37,3 789 - 28.8 644 150.0 119.0 98.1 79.5 25.2 55.4 22.0 49.3 70.1 8 X 0 DRAFT 150.0 150.0 170.0 140,1 128.7 01.3 43.8 398 54.6 49.0 359 329 28.5 41.0 030 444 40.9 115.5 20.5 305 87.1 265 593 21,8 48,1 53.4 73.7 084 42.4 374 451 32.9 40.9 294 35.8 - 274 33.1 22.0 474 88.9 382 55.9 33.7 464 295 43.1 282 23,8 21.4 38.3 34.4 314 28.7 19 -1/5' 28-1/2" 192.1 150.0 150.0 150.0 88.1 160.0 100.0 150.0 77.8 147.9 150.0 150.0 53.1 119.8:150.0 1564 150.0 160.0 150.0 150.0 150.0 150.0 1804 150.0 555 8 150.0 150.0 48.9 02.4 135.0 180.0 43.2 '14".4 120.0 150,0 38.9 73.0 108.0 150.0 35.4 673 98.2 150.0 32.4 61.6 90.0 150.0 151.0 150.0 150.0 150.0 150,0 150.0 150.0 1804 150.0 1504 150.0 100.0 19 -1/8' 28 -1/2' 30' 32" 42" 48' 54' 50' 66' 72' MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 100' 24.2 51.8 75.9 378 544 33.1 259 23.7 20.7 48.4 39.2 34.5 304 30.8 243 32.0 20,2 150.0 1540 180.0 150.0 150,0 1504 1230 1394 160.0 110.1 123,2 150.0 96.3 1075 150.0 05.6 55.8 150.0 77.1 852 150.0 70.1 75.4 144.0 644 71,8 1324 150.0 150.0 150.0 122.6 160.0 150.0 106.3 134.6 1504 87,8 109,1 150.0 77,3 96.1 160.0 67.7 84.1 150.0 60,1 74.7 137.3 54,1 57.3 123.5 402 61.2 1123 451 59.1 103,0 MULLIONS 19-1/8' 26 -1/2" 30' 37. 42' 48' 54" 80' 65' 72' 144° 24.7 21.9 32,0 71.6 23.1 51.7 20.4 30.7 89.0 64.3 112.8 100.1 20.1 81.9 75,1 150.0 160.0 138.4 1024 95.7 134,0 75,2 57.7 61.6 80.4 150.0 45.7 370 22.13 115.0 104.3 84.5 745 288 65.2 28.4 31.5 57.9 22.8 28.4 52.1 205 25,8 47.4 23.7 43.4 56.8 460 40.5 35.5 116ug ,14 1 0 m 03 p in PE t/ 89 7 CAN. EP 2 5 2008 DESIGN LOAD CAPACITY PSF DESIGN LOW CAPACITY - 98F DESIGN LOAD CAPACITY - PSF •INDO* DINS. ANCHORS TYPE WIDTH 09) MUU. SPAN 42 A4 AAR AA4 212 24 19 -1/8' 100.0 180,0 100.0 100,0 180.0 180,0 28 -1/2" 150.0 150.0 100.0 150.0 150.0 180.0 30' 100.0 150.0 150.0 150.0 160.0 150.0 37' 1520 150.0 150.0 100.0 150.0 1504 42' 135.1 100.0 1500 150.0 150.0 180.0 48' 38 -3/8° 118.2 100.0 150.0 150.0 140,8 150,0 54' 105.1 150,0 1504 150.0 133.1 180,0 60' 94,8 150.0 145.1 150.0 1 196 150.0 65' 86.0 100.0 131.9 150.0 , 108.8 150.0_, 72' 18.5 150,0 120.9 150.0 99.9 180.0 19 -1/e' 150.0 150.0 150.0 150.0 150.0 150.0 26 -1/2' 1504 180.0 1800 150.0 150,0 100.0 30' 143.4 150.0 150.0 150.0 160.0 t5a. 0 CO m. 180.0 180.0 150.0 147,3 1804 �'M2f 160.8 150,0 150.0 129.8 150.0 48" 50 -0/8) 89.8 150.0 1376 100.0 113.5 100.0 54' ' 79.5 150.0 123.2 1604 100.9 780,0 80" 71,7 143.4 110.0 150.0 110.9 1604 86' 66.2 130,3 100.0 150.0 82,8 1504 72' 59.7 119.5 91,7 150.0 75.7 150,0 10-1 /8° 150.0 150,0 150.0 1504 150.0 150.0 20-1/2' 1389 185.0 1504 1500 150.0 1504 30" 121.0 150,0 150 .0 150.0 130.0 180.0 37' 98.1 150.0 150.0 150.0 124.3 150.0 42' 88.4 1 50.0 132. 5 180.0 109.5 150.0 48' 60" 70.8 1550 110.0 150.0 95.8 155.0 60' 9e 72' 19 -1/6' 261/2" em1:5 50" 66' 7x 67.2 134.4 103.1 150.0 85.2 180.0 ,5 121.0 92.8 .0 75.8 150.0 08.0 110.0 54,4 60.4 100,8 77,3 150.0 100.0 150.0 130.4 110.0 150.0 1 150.0 1433 93.4 J 1004 143.3 02.3 190.0 126,3 712.0 144.0 1106 O 120.0 967 57,6 110.2 85.4 52.4 104.7 802 464 95.0 733 150,0 89.7 139.3 100,0 03.9 I27,7 1004 150.0 1004 160.0 1800 100.0 150.0 146,0 150.0 160.0 118,4 150.0 1504 104.3 180.0 150.0 91.2 150.0 150.0 91.1 160.0 180.0 734 145.0 100.0 58.4 132.7 147.3 80,0 121.7 11191DOW DINS, ANCHORS TYPE WINDOW DING. ANCHORS TYPE MOTH (81) MULL SPAN 42 A4 1 AA8 AA4 82 B4 19 -1/8° 20 -1/2° 30' 37' 42' 48" 54° 60' se 72" 19 -1/8" 28 -1/2" 30° 74 -1/4' 1000 1107 97.7 78.3 899 81,1 54.3 48.0 44.4 40.7 150.0 150.0 150.0 150.0 150.0 150.0- 150.0 150.0 , 7500 150.0 121.8 180,0 139,6 107.1 150.0 122.2 93.7 100.0 108.8 833 1620 07.7 75.0 150.0 829 08.2 138.3 81.5 82.5 126.0 1504 1500 140.2 150.0 123.9 150.0 100.4 150.0 08.5 160.0 77.4 750,0 68.6 137,6 91.0 123.9 50.3 112.6 51.6 103.2 MDT14 18 -1/8" 25 -1/2" 30' 37' 42' 48" 54' 60' 88' 12' MULL SPAN 120" A2 94.9 68.5 80,6 40.0 43.2 37.5 33.8 302 27.5 16.2 A4 AA2 AA4 82 B4 100.0 150.0 120.2 130.0 130.8 150.0 88,8 150.0 121.0 150.0 78.0 _150.0 08.1 150.0 62.1 124.3 88.4 1328 54.7 108.8 75,8 115.0 47.5 90.8 07.2 103.1 42.0 85.2 004 024 30.3 78.8 55.0 84,4 34,8 89.7 80.4 77.3 31,8 53,8 148.8 100,1 82.8 75.2 86.3 58.0 51.8 484 42.2 387 37" 43' 46" 54' 60' 68' 72' 1363 976 86.4 70.1 81,7 54.0 484 43.2 30,3 30.0 18 -1/8' 26 -1/2' 30' 37' 42' 48' 54' 80' 68' 72' 19 -1/8' 26 -1/2° 30' 37' 42" 48' 04' 60' 56' 72" 96' 709' 1186 88.9 70.6 51,3 54,0 47,3 42.0 37.6 34,4 316 100.4 180.0 150.0 100,0 100.0 105.0 160.0 160.0 132.0 150,0 140.1 107.5 150.0 123.4 84.7 100.0 , 100.0 82.9 100.0 06.0 73.7 141.3 68.4 60.3 132.0 78.5 60.3 1206 72.0 55.2 110.5 150.0 150,0 150.0 160.0 131.3 100.0 160.0 118.0 150.0 122.5 94.1 160,0 105.0 529 150.0 944 72.5 145.0 844 64.4 725.9 756 520 1180 88,7 52.7 105.5 63.0 48.3 96.7 150.0 1004 150.0 150,0 150.0 123.9 150.0 109.5 150.0 888 1804 78.2 1600 88,4 1389 608 121.7 54,7 1096 420 09.6 45.6 917 180.0 150.0 1084 150,0 954 1500 77.7 150.0 884 135.9 59.0 118.8 83,2 106.4 47.5 956 43.5 87.1 39.9 79.9 133.0 150.0 76.1 150.0 110.7 150.0 90.4 100.0 67.2 134.4 103.1 150.0 85.2 1504 04.6 484 426 109,0 83.8 150.0 084 • 73.7 147.3 04.0 64.4 120.0 69.0 138.1 50.8 121.7 53.2 108.4 37.3 74.7 57.3 114.0 47.3 94.8 335 071 51.6 103.1 428 65.2 306 28.0 01.1 46.9 93,7 38.7 77.4 56.0 420 855 35.5 71.0 SUL ANY ANCHOR CONDmON SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS 19 -1/6" 20 -1/2' 30' 37' 42° 48' 54' 00' 68' 72" 732' 861 622 080 44,0 39.3 34.4 30.5 27.5 25.0 22.9 19 -1/9' 26 -1/2' 30' 37' 62' 48' 54" 60' 88' 72' 144" 79.1 150.0 124.8 110.0 80.2 79,5 06,7 61.1 55,0 50.0 40.9 150.0 132.3 95.6 84.4 88.4 60.3 02.7 46.9 42.2 38.3 67.1 114.1 60.4 100.8 40.9 81,7 360 314 72.0 03.0 35.2 1213 874 77.3 62.7 55.2 1504 150.0 150.0 138.8 1205 105.5 83.7 84.4 76.7 70,3 150.0 109.3 1004 78.0 100,0 59.7 139.3 58.5 113,0 49,6 99.5 438 07,1 30.7 77.4 34.8 09.7 31.7 83.3 29.0 58.1 100.2 750.0 150.0 72.3 144.8 150.0 559 127.7 125.4 51.8 103.8 110.0 40.9 91.2 48,3 88.7 38.9 78.8 25.0 60.0 43.0 85.9 35.5 71.0 C ANL710P9 17PE \9'x'1 OR . 84 25.2 222 31.0 50.4 30.7 77,3 31.9 63.9 456 35.1 70.3 29.0 55.1 42.0 321 64.4 DLA2561 Irk PR000OT PROUCT 62 00 1 AANOHOR 82 B OR 64 22 SAL MULLION ARRANGEMENTS WIDTH (W) m W1 + 2 112 26.0 53.2 HORSONTAL NuLL10N ARCHES 70 RE ISMS= r REHM REC'ANCIAIW SNAPS / • irr JOA30]6 N. ' 1 1 drOwIng no. M04 -05 [chest 4 67 7_) .... "UCT EWL 01 PRODUCT 62 00 tYPE 64 / • irr JOA30]6 N. ' 1 1 drOwIng no. M04 -05 [chest 4 67 7_) 1/4° HILTI KWd( CON A 1/4" HILTI KWIK CON A 1 -3/4" MtN. 1 -1/4' MIN. EMBED INTO MASONRY 1 -1/4° MIN. USED INTO MASONRY 2 PER CUP (1 ON EACH WINO) 1 PER ANGLE 1/4° H.T1 KwA( CON d 1/4' HdSI KVAK 00N A 1 -3/4° 1 -1/4° MIN. EMBED INTO MASONRY 1 -1/4° MAJ. EMBED INTO MASONRY 0 PER CUP (2 ON EACH WING) 2 PER ANGLE �114 ax ' y CC as 4 10 J$ 7i�ii .ti °MI Ems,, 3" ° '� I ;11 I i� ippiJJ : 99 1' ```1� PAN. 0 N. I 1 I .c ,� Lilld `v DOAN P� �� rN 1 -°•III .. a 1 C 1� W002 BUCK • iilli I I I t 2 AWN % 2 X 1 ° ANGLE ! ,1 r i I ' I -� .. X x X 1 B' Ate .,_�_.._e FLOATING CUP 14 1 -3 /4' 0.0. MIN. TRY wQ00 BUCK FLOATING CUP 1 -3 4 I d j jjI 2 ALUM ENE CON II O PENETRATION 1 PER ANGLE IT MIN. 1 -3/B" AIM/.. WOOD PE TION 1/4" OODI t -3/0° FAN. RI 2 PER CUP (1 ON EACH WINO 2 -3/4" O.C. MIN. FOR ALL OTHER TIMES 1/4° HA.TI ENE CON 11 9/4' HILTI KWAC CON d 1—J /B" MIN. WOOD PENETRATION 1 -3 /B° MN. WOOD PENETRATION i "MIN. 1" MIN. 4 PER CUP (2 ON EACH WINO) 2 PER A101.0 EDGE 61ST. ��44tt �U� : ,�� I I ii liol 04111111/ iii01 - 1 -3/4° MIN. 8Y WOOD BUCK OR WOOD STRUCTURE N' 2 X 2 % 1 ALUM ANOLl�Y ~ 1 y 1- 1 -1 f I i 1 1 26Y WOOD BUCK OR WOOD STRUCTURE - RIlI FLOATING �P x Ptti AN 1 -3/4" O.C. MIN. FL OAIIPX7 CUP 2 P t4 SMS 1 -3/4" 0.0. MIN. —2 % 2 X 1/g ALUM ANGLE 1 11411 M 1 FOR 3" 0.C. MMM. . TUBE N 2 -3/0' O. FOR ALL OTHER TUBES EDGE Dom' ANCHORS TYPE 'A4" t r '" DI m ICI • 4 REM 4 i 1 4 y STRUCTMIS PTA. PE ILL0657 CAN. �Pl with /ha Rad& AMOR LOCATION drove IV O. M04 -05 MULLION ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TOWNS MAY BE HEX OR FIAT HEAR ( p0°N° v. • Y.;. SEP 2 6 2008 D+ns • ):Ht■ /:. ,l/ 1e ,� / CUP � NCHORS TYPE ' ` (oi+eet 5o1 7 3 2 -1/2" MIN. E 01ST. 1/4` Nam KN14 0014 1-3/4' MBI. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WG40) OR CONCRETE MASONRY OR CONCRETE • FLOATING CLIP 1/4" Ham NWIN CON Y 1 -3/4" MIN, EMBED INTO MASONRY PER ANGLE f 114 SMB 2 PEA ANGLE 1 -3/4' 0.C. MIN. FOR 3' TUBE 2 -3/4' 0.C. IAN, FOR ALL OTHER TUBES 3 SCREWS PER ANGLE 2 -1/e MIN, 1/4' HILT WPC CON II EDO 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WINO) 2 1J2` N. ANCHOR UERN Nj MULLION CUP ANCHORS TYPE 'A92 2 X 2 11 1 ALUM MOLE 2 -1/2' NIN. 3' U1. 1/4' HILTI N1NN CON 4 1 -3/4" NW. EMBED INTO MASONRY- 4 PER CUP (2 ON EACH WINO) ALL was m Pr SNUG INTO TUBE MULUONSn. TAPCONB ANY BE HEX OR FLAT HEAD. 1 cm OR ANGLES CONNECTED CREOTI.Y TO MASONRY TO BE PROTECTED WITH AURAU- RESISTANT COATINGS, SUCH AS BITUAONOUB PAINT OR WATER -MOTE 1.1E31W3MATE 11100(ER. RETE HILT NN714 CON 11 1 -3/4° MIN, EMBED INTO MASONRY 2 PER ANGLE 1 CUP 14 BUS I -3/4' 0.1µ11N. FOR a' TUBE 2 -3/4' 0.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANIAE ANCHORS TYPE 'AA4' PIA J4 CAN. 1 )B 363! SEP 2 5 2006 2 ALUM UM M ANOM GLE A� zio{ wDSlt. Flvdd8 BoildIMS coos .i »tr r 11 %/ 1 T OEM 0 [11 WM MI 1 drawing no. M04 -05 sheet FLOATING CUP FLOATING CUP ANCHORS TYPE '84' 14 S,MS. TUBE MULUON 14 $MS a aw 1 -1/2' 0,C. LON. 1 -7/4' X 2 x 1/e' (FOR 2BY TUBE J/4' X 2' x 1/9• FOR (1B TUBE) ALUM MI CUT TO FR woo l'ODE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 14' TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS .111:1'i:.. K404 -05