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WS-09-1548Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 127619 Permit Number: WS -9 -09 -1548 Scheduled Inspection Date: October 27, 2009 Inspector: Bruhn, Norman Owner: DECKER, VIVIAN Job Address: 1138 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)751 -5594 Parcel Number 1132050180140 Phone: (954)792 -4415 Building Department Comments replace 4 impact windows Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSKCTION FOR INSP- 127299. CREATED AS REINSPECTION FOR INSP- 124951. Opening #4 does not open. same comments NB October 26, 2009 For Inspections please call: (305)762 -4949 Page 22 of 27 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 3313$ Te • � -•. !' ,. 756.8972 ECEliV1�:. SEP 1 2009 Permit No. (.03-4-0q-154,8 Master Permit No. Permit Type (circle)k Building Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) \\I a 6, z„n Phone # Electrical Owner's Address b \`,- 9- c c C City a-,„,re State Tenant/Lessee Name Zip 3 I6i)l Phone # Job Address (where the work is being done) it Otn° City Miami Shores Village County FOLIO /PARCEL# .,i -o 1/41, Miami -Dade Zip 751 :3:; s Building Historically Designated YES NO Contractor's Company Name , J t, + 4 4? VCASV2,24 0,11 Phone # CL Gk-(, -)Cl t'-( `-f e S `e- 7-4 3 Contractor's Address 110`1 3 City g ‘,1 qGU l-) State AA_ Zip 7-5'..3( 2. Qualifier Name Wog ' At 3 ( 11 Phone # State Certificate or Registration NO. CO (.._,C C Certificate of Competency No. Architect /Engineer's Name (if apP',licable) ° ,` y, po,f2Ai Value of Work For this Permit $ 9,9 I Type of Work: []Addition Describe Work: Phone # 9S‘.4 9 ( ( „) Square / Linear Footage Of Work: []Alteration []New [] Repair/Replace a � e 1-1—y -T r\f-L u S ❑ Demolition 31 *** * ***** * *** * * * *** ** ** ***Fees** * * ** ** * * *** /yd j DO DPBR $ Submittal Fee $50 Notary $ Scanning $ 6 Bond $ b Permit Fee $ Training/Education Fee $ Radon $ * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ ‘00 Cam_ Technology Fee $ Code Enforcement $ C.3 Double Fee $ Structural Review. $ !� 7C Total Fee Now Due $ Zoning $ r See Reverse side -* 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 day of p , 20061, by ' .11 e'1CNG eA , who is personally known to me or who has produced As identification and who did take NOTARY PUBLIC: Sign: Print My Commission Expires: APPLICATION APPROVED BY: (Revised 02J08106) fvs Signature Contractor The foregoing instrument was acknowledged before me this t day of 2 by 6r. I-0— °'C M F, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB , IiC: �� OD �2 Sign: (��. `k.al :f3.,°i0`55\pN `fig ZO Print: .�. ... r.,: vphP Soars s N co c .. Y • ��k: �. .act e My Corium s�bn es. 001\ * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning • 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.11 3205 OI8 t1/410 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be m property, and in accordance with Chapter 713, Florida Statutes, the follc)i is provided in this Notice of Commencement. BY STATE OF FLORI I HEREBY CERTIFY original filed in 1. L • al description of • roperty � �treet/address: 14V ?t.. i i 2. Description of improvement: IR OeL S CFN 2C)C)9R06760 7.52 OR Bk 27017 Ps 1543; (lps) RECORDED 0/18/20099 10:56:31 HARVEY RUVIHr CLERK OF COURT NIANI —DADE COUNTY? FLORIDA LAST PAGE , COUNTY OFD DE at this is a f the day of County (courts DC Space above reserved for use of recording office gAz1.-es Lfet `J tx41, 3. Owner(s) name and address: 1 Interest in property: OuSrQX Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. Florida Home - Improvements Associates - FHA 4070 SW 30th Avenue Hollywood, Florida 33312 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 doc ents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of he 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: the expiration date Is 1 year the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION • F THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STA S, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Sig s) of Owns% o Print Name 1, f i t i Z`..A.) .Datkl ed.. Print Name II O' 4 ) 3 A44. � Title/Office -% 11AIr � 3 312 Authorized Officer/Director/Partner/Manager n(� By AututLn,ius ESP�.s Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fo •oing instrumei was acknowledged before me this 1 (O day of By vI N ❑ Individually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: CA•c, (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. Sign t@�re,(rs) of Owner( By Authorized Officer/Director/Partner/Manager 123.01 -52 PAGE 11/07 By 03/02/2009 - 5: 11nui , b F: \03 Elements110 Loading111 Calculator&V\SCE 7 -05LFLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 200 LORIDA BUILDING CODE & ASCE 7 -05 DE LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -50'4 +46.5 -492 +45.2 48.3 +44.4 -47.6 +43.7 -47.1 46.6 +43.1 +42.7 -46.2 +42.3 - 45.9 +41.9 -45.5 +41,6 18 ft -51.1 +47.1 -49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 -47.7 -47.3 +43.7 +43.3 48.8 +42.9 -48.5 +42.5 48.2 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 -48.4 +44.8 +44.3 -48.0 +43.9 ` =47.7 +43.6 -47.3 +43.2 20 ft 53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 49.5 , +45.8 +45.3 -49.1 +44.9 -48.7 +44.5 -48.4 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 -50.5 +46.8 +46.3 -50.1 +45.8 -49.7 +45.4 49.4 +45.1 24 ft -55.6 +51.3 54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 -51.5 +47.6 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft 56.6 +52.2 -55.2 +50.8 - 54.2 +49.8 -53.5 +49.1 -52.9 -52.3 +48.4 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft 57'5 +53.0 -56.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 -53.2 +49.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft 58.3 +53.8 56.9 +52.3 55.9 +51.3 55.1 +50.6 54.5 53.9 +49.9 +49.4 53.5 +48.9 53.1 +48.5 52.7 +48.1 32 ft -59.1 +54.5 57.7 +53.1 - 56.7 +52.0 55.9 +51.3 552 54.7 +50.6 +50.1 542 +49.8 53.8 +49.2 53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 -55.4 +51.3 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 56.8 56.1 +51.9 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 -56.7 +52.5 +51.9 582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 - 57.9 -57.3 +53.0 +52.5 -56.8 +52.0 58.4 +51.5 -56.0 +51.1 42 ft 52.6 +57.7 -61.1 +56.2 -60.0 +55.1 -59.2 +54.3 -58.5 57.9 +53.6 +53.0 574 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -63.2 +58.3 - 61.7 +56.7 50.6 +55.7 -59.7 +54.8 -59.1 - 58.5 +54.1 +53,5 58.0 +53.0 -57.5 +52.6 -57.1 :+522 48 ft -63.8 +58.8 -62.3 +57.3 -61.2 +56.2 -60.3 +55.3 -59.6 -59.0 +54.6 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft 54.4 +59.4 -62.8 +57.8 -61.7 +56.7 -60.8 +55.8 -60.1 -59.6 +55.1 +54.5 -59.0 +54.0 - 58.8 +53.6 8 -58.2 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 -62.2 +57.2 -61.4 +58.3 50.7 -80.1 +55.6 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 -81.9 +58.8 -61.2 -80.6 +56.1 +55.4 -80.0 +54.9 -59.6 +54.5 9 -59.2 +54.0 54 ft -66.0 +60.8 -64.4 +59.2 53.3•' +58.10 - 132.4•'41.7. +57.2 461.0 46.5..15.1 -41.56 646.1 16.3• .60.5• +951.4 -6j1.1 +44.9. 4.6 +54.5 56 ft -66.5 +61.3 -64.9 +59.7 -83.7 +58.4 • X2.9 •42.1• •+57.7 -11.0...,40.5..-60.1 5.8• +45.3 +54.9 60 ft -67.5 +622 -65.8 +60.6 - 64.7 +59.4 - 63.8 +58.5 53.0 -62.4 +57.8 +57.1 -61.9 +56.6 -S1.4' +56.1 6-61.0 +55.7 • • • vC In R ZONE 5 PRESSUR Mean Roof Haig DESIGN PRESSURES PSF) - Zone 5 I 10 ` 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 -62.2 9.8 - 58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 0 -15;' +46.5 45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft +47.1 -80.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 - 54.8 +42.9 -53.9 +42.5 -53.2 +422 18 ft -64.6 +48.3 -62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 - 58.8 +44.3 - 55.9 +43.9 -55.2 +43.6 -54.5 +432 20 ft -66.1 +49.4 53.5 +48.1 -61.8 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 - 56.4 +44.5 -55.8 +44.2 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 -84.1 +49.0 -62.6 +482 -81.4 +47.6 -60.3 +47.1 - 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +52.2 -67.1 +50.8 -65.1 +49.8 -63.6 +49.1 -82.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 +51.6 -662 +50.6 -64.6 +49.8 -63.4 +49.2 -62.3 +48.7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 55.6 +50.6 -64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -66.5 +51.3 - 852 +50.6 -84.1 +50.1 -63.1 +49.8 -62.3 +49.2 -81.6 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +502 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -89.8 +53.3 -68.1 +52.5 -86.8 +51.9 - 65.7 +51.3 - 64.7 +50.8 53.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 -68.5 +51.9 -65.5 +51.4 - 64.6 +51.0 -83.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 59.7 +53.7 -68.3 +53.0 -67.2 +52.5 -662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +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 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -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 -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +58.7 -72.4 +55.8 -71.0 +55.1 59.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 69.4 +54.5 58.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +5&1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 - 70.5 +55.4 -69.6 +54.9 -68.7 +54.5 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 -83.3 +62.2 -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 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =0 -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 z / 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 413./0 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. 1 ELEVATION 1 WALL ZONE FIGURES REMARl4S • prtfIN ROT ISS • Rx REVISE F 4 07 r414 • irSs _• FL D• tut DATE 04/19/06 02/23/09 P1S D NOTQENREPRODU�C�EAD4V OLEN OORRO�� • OLTBRATION8, ADpmot ,�IIOF 1 G, OR OTHER MARIONGB•roTHIsNORUM4NTARE TPERMITTEDAND INVALIDATE OUR CERTIFICATION. 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.ENG EXP. COM CERT OF AUTH 59885 a��.Ietrcx APTIL RAM. BCIS Home Log In I User Registration 1 Hot Topics I Submit Surcharge I Stets & Facts i Publications 1 FBC Staff BCIS Site Map LinksV I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aoolicauon LI Application Detail FL # Application Type Code Version Application Status Comments Archived r Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre @cws.cc Authorized Signature Michael LaFevre miafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph ,. s.cc / WIndows Horizontal Slider Eva • Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ke Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lucas A. Turner developed the Evaluation Report • •••• • Florida License PE -58201 • • • • • •••• •• • Quality Assurance Entity Keystone Certifications, Inc. • • • • • •••• • Quality Assurance Contract Expiration Date 12/31/2010 •••••• • Validated By Steven M. Urichr PE •••• • Validation Checklist - Hardcopy Rece ?i. • • Certificate of Independence Referenced Standard and Year (of Standard) FL12248 RO COI EvalReport- HS8200- 73k62i i pact- D137Spdf; Standard AAM A/ 101 /I.S. 2/A440 -05 ASTM E1886 -02/05 ASTM E1996 -02/05 • • • • • • •i Y. • •' • Zees : 24)82, • 215132 • • • • • • • • • • • •• • • • 5/20/2009 • .PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D • Date Submitted Date Validated Date Pending FBC Approval Date Approved 03/04/2009 03/04/2009 03/11/2009 04/07/2009 umm: of Products FL # Model, Number or Name Description 12248.1 ■ HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 73" x 62 ", XO or OX. Limes of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL12248 RO II CWS -399 (H5-8200 Impact 73x62 75DP).pdf Impact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. FL12248 RO II DuPont SGP NOA 07- 1116- 04.odf FL12248 RO II Mikron NOA 06 -1220 01.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE Eva &Report- HS8200- 73x62lmoact- DP75.odf Created by Independent Third Party: Yes Back Next DCA Adminlstratk n •••• • • • • •••• • • • •• • • •• • • • •••• •••• • • • • •• •• • • • •••• • • • •• • •• • • • • • • • • • • • • • • • • •••• • • • • • • • • • •••• • • •• • • •■ • • • Lucas A. Turner, P.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931 - 315 -0049 Evaluation Report March 4, 2009 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, OX (or XO) configuration, 73"x62" size, 3 /16Ann — Air — 3/16- .090SGP -3/16 glass, +60/ -75 PSF Manufacturer. Custom Window Systems, Inc. 1900 SW 44s' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09. 2) Test Report NCTL -210- 3569 -1, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: TAS 201, 202, 203 1994 3) Test Report NCTL -210- 3569 -1A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: AAMA/WDMA/CSA 101/LS.2/A440 -05 b. Testing Performed: ASTM E1886 -02/05 and ASTM E1996 -02/05 4) Supplemental Calculations to support CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09 Installation: Units must be installed according to approval document CWS -399. Limitations of Use: This product • May be used in sizes up to 73" wide by 62" tall unit size (74.25 "x63.25" flange size) in OX or XO configuration, with max. daylight widths of 32.4375" on the fixed panel and 32.563" on the sash • Achieves a design pressure of +60/ -75 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3 /16Ann — Air — 3/16- .090SGP -3/16 glass minimum • Requires Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 07- 1116.04 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 06 1220:Qa• • • .. • • •• Certification of Independence: I do not have, nor will I acquire, a financianhterest if€vstom Window Systems or in any company manufacturing or distributing products jgel which thin report • is being issued. I do not have, nor will I acquire, a financial interest in any otkef entitrinwlved • in the approval process of this product. Ou '44,M •..• • . • •• ar 1 •• • •• • .��a • Lucas A.1er, P.E. -, a: _ FL PE #58201 ••• • • • •• HORIZONTAL SLIDER ELE ATION (LARGE MISSILE IMPACT) 73' OVERALL UNIT WIDTH 35 7/8" MAX SASH WIDTH 62' OVERALL UNIT HEIGHT 5713/16• GLASS DLO 5U= 58 9/16" GLASS MAX. DLO SASH HEIGHT •• ••• • • • • • • • • • •• ••• •• TABLE OF CONTENTS GENERAL NOTES & BLEVATIONO... »......•. y ANCHOR SCHEDULED NOTE 81... »._..&...2. • DESIGN PRESSUREU f nIINI....! ..__KG• • SECTION VIEWS. .•. 4• • • EXTRUSIONS & BILL OF MATE IIALS. ».. .....5 • INSTALLATION DETAILS_......._.._ »....._-8 326WE GLASS DLO "OX" &"XO " MAX SIZE • • • •• • • • • • •• •• •• • • • • •• • • • • • • • • PVC IMPACT REOUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OX'.'XO° 4. DESIGN PRESSURE RATING: (SEE TABLES-SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 0 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL B. REFERENCE TEST REPORTS: NCTL- 2103569 -1, NCTL- 210. 3589 -1A 6. SERES / MODEL DESIGNATION HS-8200. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X. OPERABLE SASH, O. FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. PROPRIETARY AND COPEIDENEAL THE INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPROXICTION 5.1 PART OR AS A WHOLE WITHOUT THE WRITTEN PERM ISSDN OF CUSTOM WINDOW SYSTEMS. INC. IS PROHEIrED. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 " ""GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT bERIES: 8200 SRAWN BY' AAJ `DATE` 11/6/2008 MODEL` HORIZ SLIDER Ste' NTS GWC.N0. CWS -399 WEV. Ltii01: -- SHEET: 1OF6 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/18° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/18` DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4* INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2` SHALL BE ACHIEVED. 5. 810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK. 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILIAR MATERIAL MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION AICHOR CAPACITIES KIR SRODUCTSetREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: * • A. WOOD - MINIM&• SPEttIC.c OF G•8R4Q • B. CONCRETE - 1MINIMLWIGSOM - r S �}{ OF@ 200 PSI. C. MASONRY • STRENGTH CONE* -I GE T A.S1T+r'i.'90, GRADE N, TYPE 1 (OR GREATER). 10, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. •• • • • • • ••• •• • • • ••• • • • • • • • • • •• • • • • • • • • •• • • • • •• • • • • • • • • • • INSTALLATION ANCHORS TYP. LUCAS A. TURNER, FL P.E. NO. 58201 0, VANDOW SYSTEMS ?v; No 58201 , ;1 : 1900 SW 44TH AVE. ■ /2 /dg *1 t * OCALA, FLORIDA 34474 r ' VP, 0 n I .q.,:41:i 4',siONA s i� PROPRIETARY AM CONRDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPROZICTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIsrED. E. /14/4.1 nT CHOR SCHEDULE 8 OTFS- LARGE SSD E IMPACT STATfi 4F AERIE§ RA N a 8200 ' AAJ 11/6/2008 MODEL: HORIZ SLIDER GALE' NTS G. N°' CWS -399 . 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P.E. NO. 58201 PROPRIETARY AND CONI GENITAL THE INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION Pd PARTOR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM VIBWDOW SYSTEMS, INC . IS PROHIErED. raeedM=.. WINDOW SYSTEMS 1800 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: bERIES: 8200 'DRAWN BY: AA.1 'DATE 11/5/2008 MODEL: HORIZ. SLIDER �W6' N'' CWS -399 SHEET' 4 OF 8 SECTION VIEWS - LARGE MISSILE IMPACT SCALE: NTS YEV. LETTER: _ ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • Remit Part# 1 158331 PAM Fir., SH, wAap., WC, Head 2 H8031 Mah Fr., SH, wag, PVC, 5i 3 158031 Men Fr., SH, w/Flp., PVC, L JP. 4 138031 159n Fr., SH, wA9p, PVC, FL Jb. 5 H-1881 150, Abet. P I, Fxd. 7 H8027 Sash Ned. rbe, PVC Vendor M1con Won !Akron Men Kemark 6 9 10 11 12 497 H-8021 H-1488 S-1678 Sash Bottom Fiat, PVC Rakrtomenent, Sash, BE WSkte Hal . Sash Tep/BaL Fled FFale track Keyrrark Won nark 13 14 15 84013 88014 Gmzebead San. Adapt, w/ Nix PVC San. ... ,PVC T 6 17 18 19 20 1577 P.3804 P•4532 P4069 *4479 R463r, Tandem Lack, hpast. PVC Keeper, hpast PVC Omer w/Rep Keener M3M kterbck Interbck FASM ��_T : ►au" -ws krr[ Ft-rrts-wr�r�7 x #Bx ilY Barnet Fastener 50x6B'OmdFHTBt,WM. 11 P-4633 134748W 8W 27 20 29 30 31 32 33 34 P- ROD SASH P45313 1-3113 seam Cep Plug, 112' • Sire Hex 852 SP. Elk, 5 Da, 118'x5/8'x2°Lg. 718' 13 (W18'A.- 7/19.S0PA.) 718' 03 (3/16%.- 7n8-SOPA.) 68x315'RtF1110 Screw Support, PVC Schnee MsM SlnRex Low Cardinal Cardinal Pastern! Team T,TT 8.1858 5.1112 84005 P4218 P3321 F hpact Catch, Head FFekdorcenard, Haed,Jmrb For $.1577 Ann.51aue Screen frame Screen Came' Key Screen Spy Kerr Keynark bacon Agnate' M&M Daps 3033 48 P4029 • Rtl 47 Screen pictorial 47 P4433 FbtrreP, TruSeal,'W 7$° 1 ••4tglx• • • • • • •r •• • • • • • M • wi • • 4, • • • PVC FRAME FLANGE -6031 PVC SASH BTM. RAIL -6028 HEAVY DUTY MEETING RAIL -1681 ALUMINUM 6063 -T6 4' • • • • • • • •• • I . • -•!s' ••• •_ FRAME IMPACT HOOK -1577 ALUMINUM 6063 —T6 • • 3/4' 16/18' REINF. SASH RAIL -1699 ALUMINUM 6063 -T6 • • •• • • • • • • ••• • • • • • • •• 0 3!16- •• • • • • •• • • • • • • • • 1/16' 13/8' 13/1 PVC SASH MTG. RAIL -6027 PVC SASH SIDE/BTM RAIL -6004 REINF. S.B.RJS.S.R. -1498 REINF. SASH MTG. RAIL -1497 ALUMINUM 6063 -T6 ALUMINUM 6063 -T6 1n8' PVC SCREEN CATCH - 6013 1/4" r- 7/8" 1/18* PVC GLAZEBEAD -6064 PHOP HIETABy AND CONRE EN11AL THE 9 FORMATIO8 CONTA9 ED N MIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRO7UCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBrED. 6/1r �I PVC SCREEN SUPPORT - 6014 1/15" IC= I arts- SCREW SUPPORT -3113 WCAS A. TURNER, FL P.E. NO. 68201 ;111{tFlt,,,,, ��.,,g PNOREWT�r, No 88201 1,9 • STATE OF .:4i, -• • •• • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• FRAME CORNER CONSTRUCTION 1 1/4' '�{{ -- RCJLLER TRK 1678 s• ALUMINUM 6063 46 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS /13.O.M: LARGE MISSILE IMPACT ERIES: 8200 7RAWN SY: AAJ IDATE 11/6/2008 DWG. NO.: CWS•399 7EV. LETTER: — SHEET: 6 OF 6 NODS HORIZ. SLIDER scALE: NTs COSY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER • p. . ►• •• • a• •p • p• • a• CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS DRYWALL BY OTHERS • p r ~• . V`r 2 •rr_' y ,l •4 4' • 1 BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) (MIN. EMBEDMENT) INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. AY SCREW BACKED WASHER SUPPORT. WW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS DIA. RENE CREW DRYWALL BY OTHERS BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTAUATICN ANCHOR, 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER ••. 3441.1.1 rii."716114111111 • • ♦g•P.•• a- a• fp•p 0 "•"►ba••. ,► • • p,. ♦ . ► • •. °i r,'p• •• • •• •p '� gip. • • •O ►a.p••pi •• CONCRETEMASONRY • • • • • • • • • • •• • • • • • ®VERTICAL SECTIOIT • FRAME (MASONRY) BY OTHERS • • • • •• • T 1/4 MAX SHIM (SEE NOTE 2 & 3 ON SET. 2) CAULK UNDER SCREW HEAD BY INSTALLER CAULK UNDER SCREW HEAD BY INSTALLER • ti ti• • < - DRYWALL BY ;4";,' OTHERS • INSTALLATION ANCHOR, ▪ 410 WOOD ANCHOR WI C NEOPRENE BACKED • • WASHER THRU SCREW , A SUPPORT.. 4 •4.4 X44 4 • WINDOW FRAME JAMB WINDOW FRAME JAMB EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY INSTALLER HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME ELL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS r114' MAX SHIM 1 (SEENOTE2 &3ONSHT.2) • • • • • USE SOLID WOOD • • • •SUPPORT TO MAKE • • • • SILL LEVEL, BY OTHERS • 2BY WOOD BUCK BY OTHERS s�6 A PERIMETER CAULK BY INSTALLER CAULK BETWEEN BUCK EXTERIOR FINISH AND OPENING BY OTHERS BY OTHERS /�F`1 HORIZONTAL SECTION la/ FRAME (WOOD) • INSTALLATION ANCHOR. 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER ILL STOOL -CONCRETE/MASONRY Y OTHERS BY OTHERS •• • • • •• • • • • • • • • N TE PREC FRAME(MASONRY) PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DR8WNG 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSCN OF CUSTOM WINDOW SYSTEMS, INC. IS PROHSrED. 1/4' MAX SHIM (SEE NOTE 283ONSHT.2) AST SILL DETAIL LUCAS A, TURNER, FL P.E NO. 68201 „IItlllltflr ,,`,,G ��GREENBF,,,, ∎ +. WINDOW SYSTEMS •v l Na 88201 �.7) , 1900 SW 44Th AVE. C * ; • � i : OCALA, FLORIDA 34474 "G . a' a; INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT VP . STAT OF 141,4: JERIE$: �HAAEY: MTE: 8200 AAJ 1 "612008 +' +,O4 t` O R 1Of �a�; IIODEL SCALE: )Wa NQ. .,rSSfO41A'tNG HORIZ. SLIDER REV ANTS _ SHEET. CWS -398 6 OF 6 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• BCIS Home 1 Log In 1 User Registration 1 Hot Topics Product Approval USER: Public User Submit Surcharge 1 Stets & Facts j Publications FBC Staff 1 BCIS Site Map 1 Units 1 Search Product Approval Men* > product or Application Search > Application Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. - Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc •••• • • • • •••• Evaluation Report from a Florida Reg:st fired rchitecit ora • icensed Florida Professional Engineer • • • • •r Evaluation Report - Hardcopy Received • ••• •••••• • Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 • Steven M. Urich, PE •••• • • •••• • • •• • • • • • • • • • Validation Checklist - Hardcopy Received: • • • •••• • • • •• • • •••• • • •••• • •• • • • •••• FL9520 R2 COI 510190B (Impact 3 in Mull Eval).Ddf Standard AAMA 450 -06 ASTM E1300 -02 ASTM E1886 -02 Year 2006 2002 2002 • • • • • • • • • •• • • • • http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param- wGEVXQwtDgvIkivmuJRWcZ1... 6/9/2009 • ASTM E1996 -02 2002 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/30/2009 05/04/2009 05/08/2009 06/09/2009 Summary of Products FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum: Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 53 1/8" Horiz. span, Max. 63" Vertical Span. 1 Installation Instructions FL9520 R2 II CWS 150A (Impact 3 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02 Ddf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510190B (Impact 3 in Mull Evai).odf Created by Independent Third Party: Yes 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) L s of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 74 1/8" Horiz. span, Max. 76" Vertical Span. Installation Instructions FL9520 R2 II CWS-146A (Impact 4 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510194B (Impact 4 in Mull Eval).pdf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 111 1/4" Horiz. span. Installation Instructions • • • • FL9520 R2 II CWS- 192AG(Impact 5 in Muli>lpdf • FL9520 R2 II DuPont PVt, p1(5A:05 -12 W 044)df FL9520 R2 II DuPont SGP NQQA 07- 11116 .-24.28f FL9520 R2 II Mikron NO}� a6 -120 01.pd Verified By: Roberto Lomatt2si4 • Created by Independent Thi.d Party: Yes • • • Evaluation Reports •. „so " . FL9520 R2 AE 5101978 (j pact 5 in Muil Egy vQ odf Created by Independent ird Party: Yes • • • 1 Back Next DCA Administration • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • •••• •• • • • •••• • • • ••• •� Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgvIHvmuJR.WcZ1... 6/9/2009 • .... • .... ▪ • • • .... • • • .. • • . • • ▪ •••• • • •••• • ▪ • .. • • .. • • • http : / /www.floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 Product Line: 4" Mull Bar Engineering Evaluation Report Report No.: 5101948 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with the Florida Budding Code. Product description: Extruded aluminum mull bar 1° x 4° 6063 -T6, part number 11-1604. Supporting Technical Documentation: 1. Approval document drawing number CWS -146, Revision A, titled 4" Mull Bar — PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210-3424 -1, -1A, -2, -2A, -3, -3A, -4, -4A, NCTL 210 - 3426 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL. • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMIUWDMA/CSA 101/LS.2/A440-05, AAMA 450 -06, ASTM E1886 -02 and ASTM E1996 -02, TAS 201, TAS 202 and TAS 203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" and 9.251bs at 50 ft/sec. o Design pressure: ±67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test: t67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 510195B prepared. signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: t67.5psf • Maximum horizontal mullion span: 74118° • Maximum vertical mullion span: 76° For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely as long as maximum unit size is not exceeded. • This product is rated to be used in that—B./HZ. • This product is impact resistant and does not require impact protection in wind borne debris regions... • • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly • . , • • components; the mullion or individual window units. • • • • •• • • • •• • • Installation: Mullion must be installed in strict accordance with installation instructions document CWS- 146,12 aibn A. • Window units must be installed to substrate according to window manufacturer's installation inJAli tibgs ands••_• • • approval documentation. •••• • • .••• Certification of independence: • • Please note that 1 don't have nor will acquire a financial interest in any company manufacturing aredisttibuting the• product(s) for which this report is being issued. Also, I don't have nor will acquire a financial i, i t.,any (Veil • • • entity involved in the approval process of the listed product(s). * %t!� •. . r . • • • • '' �10"r .47 ''' ` �... 1 of 1 of . s'ri •+ • P 1 .''1<L` Iaio.; a✓ 14 - t0 . • •• • • • • 4" MULL BAR ELEVATIONS SHOWN W /DIFFEMENT OPTIONS ANCHOR CLIP 371/16' it3 3/16' MAX. OVERALL •• ••• • • • • • j/jBLE OF CONTENT$ • • • • • • • • • • • • • • • • • • • • • GENERAL NOTES 3 ELEVATIONS...---1 • • ••• • • • • • • • ANCHOR SCHEDULE ..__.... ......_............-2 DESIGN PRESSURE CHARTS_..,, 9 EXTRUSIONS & B.O M ........_. „ ._.._d MULL BAR SECTION VIEWS ... »..._ 6 • • • • INSTALLATION DETAILS— ..... ..... ... S,7 i • • • • i 74118' MAX. OVERALL WIDTH •• • • • • • J ORIZNERT. MULLION FOR PVC WINDOW MULL BAR INSTALLATION RROUIREMENTJ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. INCLUDMI0 THE HVHZ. 2. CONFIGURATIONS SHOWN: 1. VERTICAL 2. HORIZONTAL! VERTICAL 4. P.U. MULLION EXTRUSIONS ARE 6063-T8 ALUMINUM. 6. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS 70 STRUCTURE, SUCH AND FRAMING 12 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBLUTY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES. ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUIL08KS OWNER OR CONTRACTOR. 8. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT N AREAS WHERE WIND SON DEBRIS PROTECTION IS REQUIRED. 9. REFERENCE TEST REPORTS: NCTL 210. 3424 -1, NOM 21034241A, NCTL 21044242, NCTL 210.3424-26, NCTL 210-34244, 8011.2104424-3A, 61011. 210- 34244 NCTL 210- 3424-4A NCTL 210. 34264. NOM 210- 3426-1A, NCTL 210. 3426-2. NCTL 210- 3428 -2A, 8071.210. 34283, NMI 210.34263A, NCTI. 210. 3420.4, NOTL 210.3426-4A 10. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN N THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 11. SEE MUUJON CHARTS FOR MAXIMUM DESIGN PRESSURES. LENGTH AND ANCHOR SCHEDULE. (SHEET 283) ANCHOR 12. DESIGN PRESSURE OF MULLED UNITS SHALL BE CDNTROLL£D 8Y THE LESSER DESIGN PRESSURE CUP OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 13, SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST SE MANUFACTURED BY CUSTOM WINDOW SYSTEMS. INC. AND MUST BE MADE OUT OF VINYL PVC. 14. HORIZONTAL MJLUON SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT, VERTICAL MULLION IS USED TO MULL TOP AND BOTTOM UNITS TOGETHER AND/OR TO THE HORIZONTAL MULLION. 1 &VERTICAL MULLED UNITS MAY 8E MULLED INDEFINITELY AS LANG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MUL.LONS ARE ANCHORED AS SHOWN HEREIN. A UPDATED PER NEW F8C REOU 07/07/08 SW 44TH AVE. RIDA 34474 GENERAL NOTES 8 ELEVATION -4' MULL BAR i4 ••• •• • D' • • • • • PROPIIQTMYANOOpy tTIAL < <` • 11061 1YktTA1NS.0 INTH18OAAW410D SHE SOL' • W 51O. ANYRSPR0AUCT10N Al PARTCR ASA • • • W P ION OF CUSTOM W 1D ,V SYamme. NC. 1,4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4/1312009 8.148 1 OF 7 SEE NOTE SEE NOTE 8 18' MAK O.C. (WIN i$ IMAli. O.C. ANCHOR OW) FRAME 1. INSTALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WINDOW UNIT INSTALLATION INSTRUCTION, WHICH EVER REQUIRES MORE ANCHORS. • 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/18° DIA I1W TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 t/4° MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULUON TO SUBSTRATE WITH #10 WOOD SCREW WITH A #10 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1318° MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MULLION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING #10 x 1 HEX WASHER HEADTEK SCREW (ITEM 92). 5. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. S. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION NSTRUCTION. 7. INSTALLATION ANCHORS SHALL BE IN SHALL NOT BE USED IN SUBSTRATES WITH 8 R OTHB E8 H MIgIIMI{M STRENGTH SPECIFIED BELOW.n AND ANCHORS • •• • • • • ••• • a 1 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERSN AREVASED9N 3UBSTf TE MATERIAL WITH THE FOLLOWING PROPF, A. WOOD • MINIMUM SPECIFIC GRAVITY OPO .0,42• • • • • • • • �` << B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI C. MASONRY • STRENGTH CONFORMANCE To ASTM C40. GRADE N. TYPE 1 (OR GREATER) ., : - ' "' o° +r a • • • • • • • • • r b • y • " • • • • • • NCOWMEN DR w$a LSE PRIR7Y�ur UPDATED PER NEW PBC REQUIREMENTS 07N7/D8 •• • • • • •• • • • • • • MS. M. REPNOOUN'TroN N PART OR AS A rNe • •• DFCUSfOM1YtAGW9+8TEN8.NG.i9P a • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a a.+ "•vim Y < 1r%4 • ti vot %�ti ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1��. Vi* $r•34i "04 a9t;. 4" HORIZONTAL MILLCN H•1804 WITH 8-1522 CI.P,1MPACT (DESIGN PRESSURE CAPACITY CHART, PSF) • • UNIT HE HT(H1Ci ) ( TRA St}hA(H2) WD7}KW) (M 35 47 55 59 63 71 741/8 CLIP TO JAMS (2)B or (2)6 (2)B or (2)B (2)6 or (2)13 (2)B or (2)8, (2)B ar (2)B (2)8 or (2)S (2)13 or (2)B 23 1/2 _ 28 5/8 187.5 ' 187.5 167.5 367.5 167.5 187.5 187.5 29 1/2 26 5/8 167.5 187.5 167.5 167.5 187.5 367.5 187.5 351/2 351/2 187.5 187.5 187.5 187.5 167.5 167.5 ±87.5 411/2 37 1/16 167.5 167.5 367.5 187.5 357.5 167.5 387.5 471/2 37 1/16 167.5 167.5 3675 167.5 ±67.5 167.5 387.5 53 1/2 37 1/18 187.5 197.5 187.5 167.5 167.5 ±67.5 167.5 591/2 37 1/16 187.5 167.5 357.5 *67.5 187.5 ±67.5 387.5 851/2 37 1/18 167.5 *67.5 187.5 167.5 167.5 167.5 367.5 71 1/2 37 1/16 387.5 ' *87.5 167.5 387.5 367.5 187.5 367.5 72 37 1/16 187.5 167.5 1979 387.5 ±67.5 187.5 167.5 78 37 1/16 167.5 *87.5 .167.5 ±67.5 167.5 187.5 167.5 4" VERTICAL MJLLbN H-1604 WITH S- 1522 CUP, IbPACT (DESIGN PRESSURE CAPACITY CHART, PSF) LM WDTH(W1.WZETC) (N) -2c' {H) (N} 171/2 23112 271/2 291/2 31 1/2 351/2 391/2 41 1/2 431/2 471/2 531/8 231(2 367 5 187.5 187.5 ±67.5 ±67.5 387.5 187.5 /87.5 187.5 ±87.5 2991/2 167.5 387.5 ±67.5 167.6 367.5 *67.5 187.5 367.5 1979 367.5 387.5 351/2 187.5 ±67.5 *67.5 187.5 367.5 *67.5. 167.5 r 367.5 ±67.5 367.5 187.5 411/2 187.5 *87.5 167.5 ±67.5 167.5 187.5 187.5 187.5 387.5 167.5 187.5 471/2 187.5 187.5 187.5 ±67:5 167.5 /87.5 167.5 387.5 167.5 167.5 187.5 531/2 187.5 167.5 167.5 387.5 187.5 387.5 187.5 187.5 187.5 387.5 ±97.5 591/2 187.5 937.5 167.5 *87.5 187.5 ±67.5 167.5 167.5 387.5 187.5 187.5 851/2 367.5 967.5 3875 ±87.5 167.5 *67.5 ±67.5 157.5 167.5 167.5 187.5 711/2 187.5 187.5 187.5 367.5 18.5 167.5 187.5 187.5 *67.5 •167.5 187.5 367.5 187.5 ±67.5 187.5 167.5 187.5 _ ±67.5 187.5 187.5 /97.5 . _ � UPDATED PER NEW FBC REQUIREMENTS )o7k17%e 4 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• ? R. •• • • ••• •• • PIIOl11lTM1A•D001•�Bi1NL ` • • • • • • • ME • 1138 ammo.. Neilson WNCia mesa& . •• • • • 16.N omustt Rttemoo0NNPAH mc.Is ; ..11. • • • • • =• • OPOUBTOMYMi�00.T8Y8IEfl8.N0.W - � i 3t 7 o« °e �� ao° %•i . Ape s gy{3p 'q�y",1 , >..a � p�" ^�i� • •: 4 L • '•�SW44THAVE. • FLORIDA 34474 :■.��I DEEM PRE88URE CHARTS. • MIL IM . -> PVC mum mil (n.,: ": .MM' l 48 `FL ND:9�t�i:, *I- , '•. �.. k 9. -T ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1��. Vi* $r•34i "04 a9t;. rim NO. PART NO. T DEC IIP• ION 1 H -1804 MULL, 1 3/8° x 4" PVC SPECIFIC 2 P -3787 #10 x 1° HEX WASHER HEAD TEK 3 #10 x 1 112 ", PANHEAD PHILIPS ZINC 4 #10 FLAT WASHER 5 S -1522 RETRO FIT MULL ANCHOR CLIP 6 5 -1606 7 HORIZONTAL ANCHOR (PVC SPECIFIC) CAUL( 8 5 -1572 GRIP ADAPTER 9 S -1571 FLANGE ADAPTER 23/18' --,/e' • RETRO CLIP(4 j S -I S ?21 •' • • • • ALUMINUM 60636-9 • • • (FIN) •• ••• •• • • • •• 13/18' 1 HORIZ. ANCHOR S -1606 ALUMINUM 6063 -T6 3 9/3' iatir r •• • • • • •• • •. • • • • • ••• • • • • • • •• • • • •• RETRO CLIP(4 ") S -1522 `�� %� -.kohl( A(LUMIGNEL 6063 -T6 ;�,� (FLANGE) ; p j . . .° .,`' ,',a :y a „'�- db <e•i a, • r • • • PROatreTAnM® ►' ' PVC MULL BAR , �R NON CQNTANEO N NW DRAWING IS BCE •. •,r•iR. -•� my ANY REPROSIXT10N N PART QN6i AIQ �`►... B: =Et f+il l�� oPCUera►�wNOOw a i$ ; . , _j - 9/18' DRIP ADAPTER S -1572 ALUMINUM 6063 -T6 . ,I.,_hr 318' FLANGE ADAPTER S -1571 ALUMINUM 6063 -T6 4 1 3/r 4" MULLBAR H -1604 ALUMINUM 6063 -T6 A 1 UPDATED PER NEW FBC REQUIREMENTS 107t07A84 1900 SW 44TH AVE • FLORIDA 34474 EXTRt1130NS a SILL OF MATERIALS - 4' MULL BAR 4/13/2009 CWS -148 4OF7 ••• • • • • ••• • • • • • • • • • • • •••••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \b --' --b 38 —0 Q •• • • • • •• • •. • • • • • ••• • • • • • • •• • • • •• RETRO CLIP(4 ") S -1522 `�� %� -.kohl( A(LUMIGNEL 6063 -T6 ;�,� (FLANGE) ; p j . . .° .,`' ,',a :y a „'�- db <e•i a, • r • • • PROatreTAnM® ►' ' PVC MULL BAR , �R NON CQNTANEO N NW DRAWING IS BCE •. •,r•iR. -•� my ANY REPROSIXT10N N PART QN6i AIQ �`►... B: =Et f+il l�� oPCUera►�wNOOw a i$ ; . , _j - 9/18' DRIP ADAPTER S -1572 ALUMINUM 6063 -T6 . ,I.,_hr 318' FLANGE ADAPTER S -1571 ALUMINUM 6063 -T6 4 1 3/r 4" MULLBAR H -1604 ALUMINUM 6063 -T6 A 1 UPDATED PER NEW FBC REQUIREMENTS 107t07A84 1900 SW 44TH AVE • FLORIDA 34474 EXTRt1130NS a SILL OF MATERIALS - 4' MULL BAR 4/13/2009 CWS -148 4OF7 ••• • • • • ••• • • • • • • • • • • • •••••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CAULK BEHIND PIA. PRIOR TO ATTACHING TO MULLION NOTE: • 1. INSTALL HORIZNERT ANCHOR PRIOtfTO ATEAOHINO • • • • • • • • • • • M ONONENTIAL VERTICAL MULL BAR. • • • • • • • • • N N •• • HOR NT !.1511 eA 6E q •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• TW W NM ANY REPRODUCTION W PART OR AS AWNOhS V ` .TH! • •• •W ZION OP CUSiQM WNOOW =WM. NO. IS MINIM r • • • • LJHHOfIIZ. / VERl7.INTERSE� A UPDATED PER NEW RC REQUIREMENTS 0=!107!08 4%1 .M1 • D • L ROM310111.10 FL. P SW 44TH AVE. A, FLORIDA 34474 ••• • • • • ••• • • • • • • • • • ••• • • • •• • • • • • •• •• • • • ••• •. • • ••• • • • • • • •• • ;.sSECT 1 VIEWS . 4' MULL3AR CAULK BETWEEN FRAME AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS 00 • L• • •• • r • • • •t • a. a • • YBY> FINISH BY INST ELK MULL AR CUUP B P (SEE NOTE 2I LL BAR MULL.BARR FIT CUP l@� RETRO ITCUP( SONRY► USE (MIN EDGE DIST) t y4• (MIN. EMBEDMENT) INTERIOR FINISH BY OTHERS CAULKBEIWEEN FRAME AND OPENING BY OTHERS MN. EMBEDMENT) 4 i1111111111/ PERIMETER MU( BY INSTALLER 1 BYWHEM EXTERIOR FINISH _ � — 1� ratt4�1.(j ��_ ��+%qp}i ASRELYD �, _: : TO MAKE LEVEL a �r`s�` a• > • '� FOR MULL BAR r. •!••,•. •► • • • •••• ►' •a + •: •as • INTERIOR FINISH 1 BY WOOD BUCK BY OTHERS 00 •.4 • •• 44 4 SY WOOD SICK { • { SYOTHERS , .. +. i INSTALLATION ANCHOR, roe DIA MASONRY ANCHOR. WITH WASHER (4x) ME MIN. EDGE DIST. .. COMORETEN ONRV e VERTICAL MULL BAR INSTALLATION ANCHOR 3/ I5• DIA. MASONRY ANCHOR, WITH WASHER (4x) SILL STOOL BY OTHERS (SEE NOTE) •• : -. i.• •e •• • •e. CONCRETE/MASONRY BY OTHERS 4M%EMSIPMES4 • • • • • • • • •• r•2 014111 VEETICAL MULL BILLBECTION ,B1 RETRO FIT CUP (MASONRY) 4. I; • • • • • • • CONTANEG (N THBORAWINS L4 THE SOLE •• • • � .P1C. SHY SUCOON NSW OR ASA IPOLE • • • w • • ! of CI�STOm WSL OW smug, INC. B PHOHIBRED. ; per 4 4 INSTALLATION MASONRY ANCHOR, X15• WITH WASHER 4x 101 MENIMINIMIIMMEMI artf�n•xta,�i�iiili�/ EXTERIOR FINISH BY OTHERS /F� HORIZ. MULI�MA $ECDON J) RETRO FIT OUP (MASONRY) 4 HOMZ. MULL BAR PERIMETER CAULK BY INSTALLER RETRO T MULL BAR CUP PERIMETER CAULK BY INSTALLER FINISH EXTERIOR ay OTHERS CONCRETE/MASONRY BY OTHERS • INSTALLATION ANCHOR, 410 WOOD ANCHOR WITH WASHER 1.111 4" HONK RETRO FIT MULL MULL BAR CUP (SEE NOTE 2) PERIMETER CAULK BYINSTALLER 4 •• •• Erg( ,r: s. 1 �.••a•4 00 NOTE: •• • 1. SILL STOOL MUST SE FLUSH AGAINST INSIDE pF MULLED WINDOWS AFTER INSTALLATION • • it RECESS RETRO FIT CUP t/4• FOR CLEARANCE WHEN INSTALLING WINDOW UNITS Ate► AL RNA • • • DD , • w % MINT) INTERIOR FINISH BY OTHERS + CAULK BEEN ► ► t ' ETWO FRAME AND PENING ;� ►.•BYOTHERS • "•"+• ETE/MABONRY BY OTHERS "i• • A 4" s B WWORD BUCK BY OTHERS BYO HERS ISH a%Q1�iORTZ MLR l SAMB SECTION R FlTCLIP(W000) 4• ERTI MULLLBAR INSTALLATION 3/18' DIA. MASONRY HOR. WITH WABNER (4q BAWL ,ADM 1- PET A3•• (MIN EDGE DIST) AI UPDkED PER NEW PBC RECI IREMENTB _j07/07/08 • 1111 • 4• i O• Pp ✓ y • FL P.E. NO. 52614"• • •• • • ••• • • • • • • • • • • • • • •• •• s•• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • „eft ti*e -4".• fRq #/t1ti1 e. d .0,0 444TH AVE. FLORIDA 34474 RETRO FIT CLIP/MASONRY RNSTALLATKON • 4 MULL BAR 6OF7 CAULK BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS am• (MIN. EMBEDMENT) RETRO FIT MUU. BAR CLIP MILL BAR WINDOW E PERIMETER CAULK BY INSTALLER CAULK BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHERS CLZ- MIA I EAD SECT N INSTALLATION ANCHOR. 410 WOOD ANCHOR, WITH WASHER (4X) 4' VERTICAI. MULL BAR FIT MULL BAR CUP .� .i 8 I• BY SHEATHING INSTALLATION ANCHOR. #10 WOOD ANCHOR, WITH WASHER (4X) t 3/8• (MIN. EMBEDMENT) WOOD BUCK 2 OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR. #10 WOOD ANCHOR, WITH WASHER (4X) 1 irt wBE MEN , • • • • • • • • • .16110BLF: e • • 41• 1 7 Nt,t,. -E • • • • C •• • • • • 4142 • • • • • - ALM • • • • •• •• • r NOTE: • CAULK BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS PERIMETER CAULK BY INSTALLER RETRO FIT MULL BAR CUP 4" HORIL MULL BAR SHIRR IALRI.JAMB SECTION (WOOD) 1, RECESS RETRO FIT CLIP 114` SO MUU. BAR - WILL BE FLUSH AGAINST WOOD BUCK AT J AND HEAD. • • • • PROPRKTO Y AND tmi•1OIMYML •• M�C ATiONCANfAIAED W ? MS DREW8 19 THE SOLE PROPERTY. OF Y�1 -, y. •. • iPI�H 878TL .IN0.1N/ l OLICRON IMPART OR AS A WTpLE ? � > L. ROBERTO • 1M•rIRN MARMM ON Of CUSTOM WI MOW SYMIEMB.INC. 3 PROwartED. r FL. P.E. • /.y z Mai? t4141 a4`4aJ�I.� Itt 0041 • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • /I� •5cti `\ 4/1312009 a NO. CWS41411 4 tT' 7 OF 7 • • • •••• •• • • • • •••• • . • • • • • • • • • • • • •• • • • •••• • • •••• • • • • •• • • •• •• • • • • •• • •••• • • • • • • •••• • • • • •• • • • • • •• • at: ()US -09-15(18 -15(18 Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY Dr DATE 9-0? SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS