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WS-09-1671 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL CL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspectio N INSP- 138632 Permit Number: WS -10 -09 -1671 Scheduled Inspection Date: March 31, 2010 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Work Classification: Window /Door Replacement Job Address: 9301 NE 9 Place Miami Shores, FL Phone Number Parcel Number 113205007006 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792 -4415 Building Department Comments replace 6 impact windows Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 135395. CREATED AS REINSPECTION FOR INSP- 126939. Can you please do this inspection last? Mat 954 - 612 -1488 Failed ❑ No access NB Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 30, 2010 For Inspections please call: (305)762 -4949 Page 11 of 23 �4 Miami Shores Village "' 10050 N.E. 2nd Avenue -boo R*1160h Miami Shores, FL 33138 -0000 Per �`NTg54N Phone: (305)795 -2204 � -..- �eORiDr` Expiration: 0417`i2010 Project Address Parcel Number Appl 9301 9 Place 1132050070060 JONATHAN S CROSS &W & JEN Miami Shores, FL Block: Lot: Owner information Address Phone Cell , .._ , , ,r .,. ,,,,..._. __., ------- . ................... _..M................ _, ........... JONATHAN S CROSS &W & JENNIFER L 9301 NE 9 PL MIAMI SHORES FL 33138 -2973 Contractor(s) Phone Cell Phone Valuation: $ 11,339.00 .. FLORIDA HOME IMPROVEMENT (954)792 -4415 Total Sq Feet: 72.83 Type of Work: WINDOWS For Inspections please call: No of Openings: 6 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $720 WS -10 -09 -36131 $ 187.17 $ 137.17 Education Surcharge $2.40 sw Permit Fee $160.00 WS -10 -09 -36131 $ 187.17 $ 187.17 $ 0.00 Scanning Fee $12.00 Check #: 3265 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $5.57 Total: $187.17 In consideration of the issuance to me of this permit, I agree co perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings. statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done 'by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatio : is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ,above - named contractor to do the work stated. _ October 19, 2009 Authorized Signature: Owner / Applicant / ("'r ;otractor / Agent Date Bu ildin g Department C ®p October 19, 2009 - — -_ - -__ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING LRE Ltl ED Permit No: s J � PERMIT APPLICATION 009 ast er P ermit No. FBC 2004 Permit Type (circle): Bu ldin Electrical In bing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Addres l .�� City �.a �. \n.a r,e,S State -- Zip - 551 V 6 Tenant/Lessee Name Phone # Job Address (where the work is being done) 9 301 v % ? L City Miami Shores Village County Miami -Dade Zip 3313 B FOLIO / PARCEL # 11- 20 5 - OO"1 • Oc> Cn 0 Is Building Historically Designated YES NO Contractor's Company Name _ 4AC)p Z -1 r a V`2 Phone # A S`l " MZ 14 Lt J& " V Contractor's Address Cih'��vW State _ ZiP —�3 Qualifier Name GJ ti L-4 AtLz a J (t.�'� Phone # State Certificate or Registration No. G( C,0 o J'g Zj Certificate of Competency No. Architect/Engineer's Name (if applicable) 3� An a Phone # C l 543 OCR COO Value of Work For this Permit $ Square/ Linear Footage Of Work: 1 Type of Work: []Addition ❑Alteration [ F�r Repair/Replace ❑Demolition Describe Work: Q 121 s✓ck ( - ? _1„A () Submittal Fee $ � U Permit Fee $ /6O 4P CCF $ la ( --- Notary $ Training/Education Fee $ 4 Technology Fee $ ifn Scanning $ Q Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ `l� • 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 e "' 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 WQRK, 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 S Signatur Owner or Agent Contractor The foregoing instrument was acknowledged before me this �Z The foregoing instrument was acknowledged before me this �Z day of ® G , 20( by J o r12 4l i 1 f CC S. day of OC)t , 2000 by who is per sonally known to me or who has produced who is p ersonally know to me or who has produced f" As identification and who did take an oath. as identification and who did take an oath. NOTARYPUBU.c NOTARY PUB C: MP 4f� aaA �3 EZ Sign: P �oN a � Z01Z Sign: �R�\N s3 Print: : v F� '4 .� IoM S ascstn N `� Print: Kam' 10N # a 2 012 My Commission Expires: � P F M Commis +P �� Ba Y X �R s+ . X53 # E p N� `Ap11 ,I � '••,A,5 � • �4p'11 3 � APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02108/06) Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida MIAMI- Property Information Map Imo: Summary Details: Folio No.: 11- 3205- 007 -0060 Property: 301 NE 9 PL Mailing JONATHAN S CROSS &W Address: JENNIFER L KARETNICK 301 NE 9 PL MIAMI SHORES FL 33138 -2973 Property Information: Primary J001 400 SINGLE FAMILY ESIDENCE RESIDENTIAL - INGLE FAMILY /2 Living Units: 1 d' Sq Foota e: 3,541 Lot Size: 39,483 SQ FT Year Built: 1933 6 53 42.9 AC PL OF GOVT LOT 4 PB 5 -90 ±fit 160.5FT OF E428.5FT Legal F LOT E LOT SIZE Description: 160.500 X 24536 OR 19132 -1734 05 2000 1 OR 19132 -1734 0500 00 Assessment Information: E2009 2008 $533,890 $617,559 $358,473 $524,317 $892,363 1,141,876 Digital Orthophotography - 2007 0 126 ft $550,693 $550,143 This map was created on 9121/2009 11:15:50 AM for reference purposes only. Exemption Information: Web Site © 2002 Miami -Dade County. All rights reserved. ear: 2009 2008 H $25,000 $25,000 d Homestead: YES YES Taxable Value Information: Year: 2009 2008 Applied Applied $ axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $500,693 $500,143 County: $50,000/ $50,000/ $500,693 $500,143 City: $50,000/ $50,000/ $500,693 $500,143 School Board: $25,0001 :$525,143 25,000/ $525,693 Sale Information: Sale Date: 5/2000 Sale Amount: $525,000 Sale O /R: 1 9132 -1734 Sales Qualification Sales which are qualified Description: View Additional Sales http: / /gisims .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 9/21/2009 I llilll 11111 11111 illll dill 11111 Illll illl liil NOTICE OF COMMENCEMENT OR Bk 27051 Ps 4304; ( i ps) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 10 /19/2007 1 0:54 : 54 HARVEY RUVIN? CLERK OF COURT PERMIT NO. r TAX FOLIONO. 'S,®S - ?-O C� MIAMI -DADE COUNTfr FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI - DADE: ? THE UNDERSIGNED hereby gives notice that improvements will be made to certal �/ 4 property, and in accordance with Chapter 713, Florida Statutes, the follo44nformak 0_6i - P l is provided in this Notice of Commencement. a tt Space above reserved for use of recording office 1. Legal description of property and street/address: _�tG 4 L e3� ra 4'C' l Q-' 1 1 cc3at NI 0 1 TL. N,- � S�w�l -e.5 � 'i51 2. Description of improvement: _W,. (\ obtzS 3. Owners) name and address: O S 1 Interest in property: _CkU Y 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 no s or other documents 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 ive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, 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. Signature(s) of Owner wner(s)' Authorized Officer /Director/Partner /Manager -1 ,� By B L*'&' - Print Name VNL4N e h S Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE C.1 The foregoing instrument w acknowledged before me this Z day of C� By ❑ Individually, or ❑ as for �rsonally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: R (SEAL) PR At -0 t c6mbe� # 0 2p 12 3, VERIFICATION PURSUANT TO 92.525, FLORIDA STATUTES GOMMtS Z 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. F ;,4 Signature(s) of Ow ) or Owner(s)'s Authorized Officer /Director /Partner /Manager wh 4ige96' S3 e: B y B 123.01 -52 PAGE 11/07 03/02/2009 - troyb F:\03Elements\lOLoading\ll CalculatorsXASCE 7 -05 \_FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 20CrA FLORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =146 MPH I MRH =0 -60' DIESI-GI SE LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C ED O SEE TABBLE LE N NOTES INTERIOR ZONE 4 PRESSURES ERIOR ZONE 5 PRESSURES FOR ALT Kd _ INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRE SSURES (P SF) - Zone 4 Mean D ESIGN PRESSURES (PSF) - Zone 5 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS Roof Tributary Area Sc LM Roof Tributary Area (Sg Ft) DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. Height 10 15 20 25 30 35 ' ?. 40 1 45 50. Height 1 10 15 20 25 30 35 40 45 50 2. FOR SITUATIONS THAT REQUIRE Kd =1..0, TABLE VALUES ARE UNDER - DESIGNED BY A -50.4 - 49.2 - 48.3 - 47.6 -47.1 46.6. -46.2 -45.9 -45.5 - . - 59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 0 - 15 ft +42,7 +42.3 +41.9 +41 0 15 ft +q6.5 +45.2 +44.4 +43.7 +43.1 +42,7 +42.3 +41.9 +41.6 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. +46.5 +45.2 +44.4 +43.7 +43.1 4. TABLES VALID FOR ALL ROOF SLOPES, REDUCTIONS FOR ROOF SLOPES LESS THAN 10 c 16 ft - 51.1 .49.8 49.0 48.3 47.7 47.3 46.8 116,5 .46.2 16 ft - 63.1 -60.6 -58.8 57.5 -56.3 -55.4 -54.6 -53.9 -53.2 SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9. +42.5 +42,2 +47.1 +45.9 +45,0 +44.3 +43.7 +43.3 1 +42.9 +42.5 +42.2 S. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT, IF THE MEAN ROOF HEIGHT -52.4 -51.1 -50.2 -49.5 48.9 -48.4 -48.0 X7.7 -47.3 -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 18 ft 18 ft 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE +q4,3 +43.9 +43.6 +43.2 +48,3 +47.0 +46.1 +45.4 +44.8 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 ASSUMPTION. 20 ft -53.5 -52.2 -51.3 -50.6 - 50.0 - 49.5' - 49.1 °48.7 48.4 -66.1 -63.5 -61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 7, CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR +49,4 +48.1 +47.1 +46.4 +45.8 +45.3 +44,9. +44.5 +44.2 20 ft 4 +48.1 +47.1 +46,4 +45.8 +45.3 +44,9 +44.5 +44,2 THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -54.6 -53.3 -52.4 -51.6 -51.0 50.5 -50.1 49.7 49.4 -67.4 -64.8 -62.9 -61.4 -60.2 59.2 -58.4 57.6 -56.9 +48.1 +47,4 +46.8 +46.3 +45.8 +45.4 +45.1 THAN ONE -THIRD THE SPAN LENGTH (HEIGHT . /3). USE THE AREA BETWEEN STRUCTURAL 22 ft 0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 22 ft + OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +50.4 +49. - 50.4 +49.0 AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL 24 ft -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 24 ft -66.0 -64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER +51.3 +49,9 +49.0 +48.2 +47.6 +47.1 +46.7 +46 +45.9 +51.3 +49,9 +49.0 +48.2 +47,6 +47.1 +46 +46.3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 -69.8 -67.1 -65.1 -63.6 -62.4 -61.4 -60.4 -59.6 -58.9 8, IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER 26 ft 26 ft - THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +52.2 +50.8 +49.8 +49.1 +48.4 +47,9 +47.5 +47,1 +46.7 +52.2 +50.8 +49,8 +49.1 +48,4 +47,9 +47;5 +47.1 +46.7 CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. -57.5 -56.1 55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 -70.9 -68.2 -66.2 -64.6 53.4 -62,3 -61.4 -60.6 -59.9 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 28 ft +51.6 +50.6 +49,8 +49,2 +48.7 +48.2 +47.8 +47.4 28 ft +53.0 +51.6 +50.6 +49,8 +49.2 +48.7 +48.2;. +47.8 +47.4 MUNICIPALITY IN ACCORDANCE WITH CODE. +53.0 _ 30 ft -58.3 56.9 -55.9 55.1 -54.5 -53.9 -53.5 -53.1 -52.7 30 ft -72.0 -69.2 -67.1 -65,6` -643 53,2 -62.3 51.5 -60.7 GENERAL NOTES: +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48,9 +48.5 +48.1 +53.8 +52.3 +51.3 +50,6 +49,9 +49,4 +48.9 +48,.5 +48.1 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY 59.1 57.7 -56.7 -55.9 55.2 -54.7 -54.2 -53.8 -53.4 -73.0 -70.1 -68.1 -66,5 -65.2 - 64.1 -63.1 - 62.3 -61.6 VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 32ft +54,5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 32ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND. PRESSURES AS LISTED. -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 -73.9 -71.0 -68.9 - 67,3. -66.0 -64.9 - 64.0' - 63.1 -62.4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER 34 ft +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 34 ft +55.2 +53.7 +52.7 +51':9 +51.3 +50.T +50.2 +49,8 +49.4 COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE 36ft '60.6 -59.1 58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54,8 36 ft -74.8 - 71.9 -68.8 -68.1 - 66.8 -65.7 -64.71 =63.9 -63.1 VALUE USE IS OFFERED HEREIN. +55.9 +54,4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED -61.3 -59.8 -58.7 -57.9 57.3 -56.7 -56.2 -55.8 -55.4 38 ft -75.7 -72.7 -70.6 - 68.9 -67.6 -66.5 -65.5 54.6 -63.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER 38 ft APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE +56.5 +55.0 +54,0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 40 ft 52.0 -60.5 -59.4 -58.6 -57.9 57.3 -56.8 -56.4 -56.0 40 ft -76.5 -73.5 -71.3 59.7 - 68.3 -67.2 -66.2 -65.3 -64.5 4. DESIGN IS BASED ON THE 3: SECOND GUST (WIND VELOCITY) FOR A CATEGORY II +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51,5 +511 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES, 42 ft -62.6 -61.1 -60.0 -59.2 -58.5 -57,9 -57,4 -57.0 -56:6 -77.3 -74.2 -72.1 -70.4 59.0 -67.9 -66.9 -66.0 -65.2 TOPOGRAPHIC FACTOR Kzt =1,0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52,1 +51.7 42 ft +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi= + / -0.18) ENCLOSED BUILDING ONLY. -63.2 -61.7 -60.6 -59.7 -59.1 -58.5, -58.0 -57.5 -57.1 44 ft -78.0 -75.0 -72.8 -71.1 - 69.7 -68.5 -67.5 56.6 -65.8 VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ 44 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52:2 +58.3 +56.7 +55.7 +54.8 +54,1 +53.5 +53.0 +52.6 +52.2 = HIGH VELOCITY HURRICANE ZONE, TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. S. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 46 ft -63.8 -62.3 -61.2 -60.3 -59.6 59.0 -58.5 -58.1 -57.7 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. +58.8 +57.3 +56.2 +55.3 +54,6 +54.0 +53.5 +53,1 +52.7 +58.8 +57.3 +56.2 +55.3 +54.6 +54,0 +53.5 +53.1 +52.7 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR - 64.4 - 62.8 -61.7 -60.8 -60.1 -59.6 -59.0 -58.6 -58.2 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 AFFIRMATIONS ARE INTENDED. 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54,0 +53,6 +53:1 +59.4 +57.8 +56.7 +55.8 +55.1 +54,5 +54.0 +53.6 +53.1 a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF -MRH, PEAK ROOF -64.9 -63.4 -62.2 -61.4 - 60.7 -60.1 -59.5 -59.1 -58.7 -80.2 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 -67.6 WHICHEVER IS SMALLER, BUT NOT LESS THAN 4 %a OF LEAST HORIZONTAL HEIGHT 50 ft +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54:5 +54,0 +53:6 -- Soft +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 DIMENSION OR 3FT (lm). USE ZONE S IF AT ALL IN QUESTION. CONSULT MEAN -65.5 -63.9 -62.8 - 61.9 -61.2 -60.6 50.0 -59.6 -59.2 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 - 69.0 -68.2 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 52 ft +60.4 +58,8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 52 ft +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54,9 +54.5 +54.0 a a ROOF HEIGHT ft -66.0 - 64.4 -63.3 -62.4 - 61.7 -61.0 - 60.5 -60.1 -59.6 ft -81.5 -78.3 -76.0 -74.2 -72.8 -71.6 -70.5 - 69.6 -68.7 ROOF ' 1 HEIGHT +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 O 56 fl -66.5 -64.9 -63.7 -62.9 52.1 -61.5 -61.0 -60.5 -60.1 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 56 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 Fj O I 5 ® ® Ya - 67.5 -65.8 -64.7 - 63.8 -63.0 - 62.4 - 61.9 -61.4 -61.0 -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 a Y 5 O 60 ft 60 ft ELEVATION +57.1 +56.6 +56.1 +55.7 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 WALL ZONE FIGURES �� I +62.2 +60.6 +59.4 +58.5 +57.8 IC REMARKS DRWN CHKD DATE A G T cn INIT ISSUE CL FLB D4/19/D6 2007 FLORIDA BUILDING CODE ENGINEERING m� m r- O zp °oZ G m y REVISE FOR 07 FBC TSB FLB 02123/09 ASCE 7 -05 MRH = 0 - 60 FT EXPRESS -n -N r . n C _ DESIGN LOADS FOR 160 SW 12th AVENUE, #106 �A �2 ;q Z tJl COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 z THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, PH: (954) 354-0660 FAX: (954) 354 -0443 Z o RE AND Z T z S HALL WITHOUTWRITTEN CONSENT OF FRANK F B N RANK NARDOAP W W W. E N G EXP. CO M y' V' ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER p MARKINGS TO THIS DOCUMENTARE NOT PERMITTED AND CERT OF AurH asses m ra R' INVALIDATE OUR CERTIFICATION. F ' + BCIS Home j Log In User Registration Hot Topics Submit Surcharge Stats & Facts ;Publications ? FBC Staff I BCIS Site Map 'Links Search Product Approval t;y USER: Public User Product A pproval M enu-> Product or &Wjicati Search > A I cation is placation Detail a FL # FL9520 -R2 Application Type Revision Code Version 2007 Application Status Approved ' Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 R81 — phit% ws.cc Category CWindows r< Subcategory s Compliance Method fion Report from a Florida Registered Architect or a Licensed Florida Professional Engineer "f Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL4520 R COI 51019 Im act 3 in Mull Ev adf Referenced Standard and Year (of Standard) Standard Year AAMA 450 -06 2006 ASTM E1300 -02 2002 ASTM E1886 -02 2002 http: / /www.floridabuilding.©rg/pr /pi_ app_ dtl. aspx?param =wGEVXQwtDgvTHviiluJRWcZI... 61912009 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 04/30/2009 Date Validated 05/04/2009 Date Pending FBC Approval 05/08/2009 Date Approved 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 ap lications. IMPA Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL9520 R2 II CWS 150A (Impact 3 in Mull).pdf Approved for use outside HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05 -1208 02.12df Impact Resistant: Yes FL9520 R2 II Mikron NOA 06 -1220. 01.pdf Design Pressure: +67.5/ -67.5 Verifled By: Roberto Lomas 62514 Other: Large Missile Impact, Max. 53 1/8" Horiz. span, Created by Independent Third Party: Yes Max. 63" Vertical Span. Evaluation Reports FL9520 R2 AE 5101908 (Impact 3 in Mull Eval).pdf Created by Independent Third Party: Yes 9520.21 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT EF"Wis of Use Installation Instructions Approved for use In HVHZ: Yes FL9520 R2 II CWS -146A (Impact 4 In Mull).pdf Approved for use outside HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05 -1208 02 .pd Impact Resistant: Yes FL9520 R2 II Mlkron NOA 06 -1220 01 .pd Design Pressure: +67.5/ -67.5 Verified By: Roberto Lomas 62514 Other: Large Missile Impact, Max. 74 1/8" Horiz. span, Created by Independent Third Party: Yes Max. 76" Vertical Span. Evaluation Reports FL9520 R2 AE 5101948 (Impact 4 in Mull Eval).pdf Created by Independent Third Patty: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flan a applications. (IMPACi) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL9520 R2 II CWS -192A (Impact 5 In Muli)pdf Approved for use outside HVHZ: Yes FL9520 R2 IT DuPont PVB NOA 05 -1208 02 .pd Impact Resistant: Yes ' FL9520 R2 II DuPont SGP NOA 07- 1116- 04.pdf Design Pressure: +67.5/ -67.5 FL9520 R2 II Mikron NOA 06 -1220 Ol pdf Other: Large Missile Impact, Max. 1111/4" Horiz. span. Verifled By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101978 (Impact 5 in Mull Eval) pdf Created by Independent Third Party: Yes Back F Net MA Administration Department ofCommunityAffairs 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. Copyright and Disclaimer Product Approval Accepts: W-9 NO PER M http:/ /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZl... 6/9/2009 . YorlBiau g� eeturad R� Yfl RIV T. http : / /www.floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDgvlHvmuJRWcZl... 6/9/2009 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 336- 945 -9695 Report No.: 5101948 Manufacturer: Custom Window Systems 19110 S.W. 44 Avenue Ocala, FL 34474 Product Une: 4° Mull Bar 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 98 -72.070 method 1(d). The product listed herein complies with the Florida Building Code. Product description: Extruded aluminum mull bar 1' x V 8063 -T6, part number H-1604. SuppwWng 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 RE 2. Test reports No.: NCTL 210 - 3424 -1, -1A, -2,-2A, -3,-3A, -4,-4A, NCTL 210 - 3428 -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: • AAMANWMAICSA 1011t.S.2JA440-05, AAMA 450 -06, ASTM E1886 -02 and ASTM E1996-02, TAS 201, TAS 202 and TAS 203 • Mullions were impacted with #2 Southern Yellow Pine 2x4, length 97 and 9.251bs at 50 ft/sec. • Design pressure: t67.5psf • 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 RE Limitations and Conditions of use. • Maximum design pressure: t67.5psf • Maximum horizontal mullion span: 741/8° • 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 the HVHZ. • 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. Installatlon: Mullion must be installed in strict accordance with Installation instructions document CWS -146, Revision A. Window units must be installed to substrate according to window manufacturers installation Instructions and/or approval documentation. Certlticadon of Independence. Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product for which this report is being issued. Also, I don't have nor will acquire a financial i Q .any other entity involved in the approval process of the listed product(s). 0 % y 4 1 . e"� «. 1 of 1 7 M t '� • `is.R,tsrrtas; P.E: °� s f , . d�p0 4" MULL BAR ELEWLTIONS MULL BAR INSTALLATION REGMSMENTS6 SHOWN W/DIFFERENT OPTIONS 1 �oIN4 CURRENT N GN � fAmmm TO CObtPLY WITH THE FLORIDA THE HVHL MAX 1 OVERA WIDTH 2. CONFWRA7iON3 SHOWN: 531AY A. VERTICAL ANOM 2. HORIZONTAL / VERTICAL C 4, ALL MULLION EMWAIONS ARE WW-15 AUNIN 3NI. E. WOOD FRAMM AND MASONRY OPENMG TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. SUCK AND FRAMING 18 RESPONSIBIlLTTY OF ARCHITECT OR EN MEER OF RECORD. O 8. CONTRACTOR S RESPONSIBLE FOR MAKrAINMti STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPOMBA" OF SELECTING FENESTRATION PROOIICTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS REM SOLEY WITH THE ?r MAX OVERALL ARCHITECT, eMM EER OF RECORD, BUULOING OWNER OR CONTRACTOR. HEIGHT S. APPROVED IMPACT PROTECTM SYSTEM E NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WIND Bt�1E DEBRIS PROTECTION S REQUIRED. X X 74 tW 8. REFERENCE TEST REPORTS: MAX OVERALL WIDTH NCTL 210. 3424 -1. NOTL Y104444 -A, NCTL 21 O-34 4Z, NIDTL 210�424 NM 210,W4-1 NCn 210� NCTL ZiCF34244. NCl•1.210 342444 4A NK'i M 210.342&1. NCTL 210.3426 -tA, NCTL 2103428.2. NCTL 210.342E-2A, NOTL 2104426 a, NCn 2t4442B 3A, NCTL 210,44284, NCn 210.34Q6.4A CLIP R 10. DESIGN PRESSURES AND INSTALLATION DETALS SHOWN IN THIS DOCUMENTAPPLY ONLY TO THE 1 MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL ICALM In Q 11. SEE MULLION CHARTS FOR MAO" DESIGN PRESSURES. LENGTH AND ANCHOR SCHEDULE. 371!18" (SHEET 2 8 3) GLIP OF DESIGN PRESSU THE OF INDI MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE 13. SINGLE UNft6 TO BE MULLED ARE NOT LBAITED TO THOSE SHOWN IN-THIS DRAWING. SINGLE UNITS � R TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS. INC. AND MUST BE MADE OUT OF VINYL PVC. VV t" (� 14.00RIZJONTAL INAMON SHALL EXTEND THE ENITIRE INWHOF WE MULLED LMIT. VU3MAL INJULIOUL i ti ate MAIL V IS USED TO MULL TOP AND 0KYTTOM UNrIS TOGETHER ANDADR TO THE )WRRANTAL MULLION. OVERALL HEIGHT ILVMnrAL NtltJLM UNITS MAY BE MULLED INDEFM MY AS LONG AS IM SWLE UNIT WIDTH AND It HEIGHT ARE NOT EXCEEDED. AND MULLIONS ARE ANCHORED AS SHOWN HEIRS M. X X UPDA PEN R ro7 TABLE.OF �- -3T t GENERAL NOTES $ ELEVATIONS--1 . Q o ° � ° a a 34474 ANCHOR SCH EDULE .. ..............................2 ? fyf' ` e: U NOTES d ELEVATION • 4' MULL BAR DESIGN PRESSURE CHARTS......»....... »..9 + o EXTRUSIONS 8 MULL BAR SECTION VIEWS »_ $ $ -"' - 2�" e o MULL BAR 4/iame INSTAL. ATIONDETAILS ....»,......«. ».......8,7 c atwa uaN 1t�eot =N - o '� t ? o wpom BrsleMS. 7NPAWGRASA r L • wmrrENPP.RipE810NCR Y111Awalpowe'l87E4B.Ems.18 e' FL•: P ": b . h A 1 OF 7. 0. wotn SEE NDI E S SEE NOTE 8 SEE NOTE S O SEE NOTE 8 — IV O 18" MAIL O.0 S' MAX. (YP) S AAA)f 8• (TYPI •4 r MAX MAX Mn T 122 UY MAX i 12 U7' MAX. O.C. O p O O q p my► x x x x x x x E x x ANCHOR ANCHOR ANCHOR ANCHOR {TnPj RMME ,n '' ( FRAME ANCHOR LAYOtfT FRAME THRUFRAME +emu nn w n o'Fi7f ly9 MAMM RAMP mm #Kam I. INSTALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WNDOW UKfF INSTALLATION MTRUCTXK WHMM, EVER REOUM MORE ANCHOPS'r. I IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3118° DIA TIW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 114' MINIMUM EMBEDMENT INTO SUBSTRATE, 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 910 WOOD SCREW WITH A 010 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1318" MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MULLION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING 016 x 1 HEX WASHER HEAD TEK SCREW (ITEM M. r S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING, 8. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTAUATION INSTRUCTION UPDATED PER NEW FBC REQUIREMENTS FS 7/118 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS � •t N fit SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL L. WITW THE FOLLOWING PROP o a ° 1 S00 SW 44TH aVE O A. WOOD - NCO" SPECIFIC GRAVITY OF G.0.42 .Y c �"' c B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI + �� _ , FL IDA 7 4 C. MASONRY • STRENGTH CONFORMANCE T O ASTM C•00. GRADE N. TYPE 1 (OR GREATER •, r < �' sL ' " �� o ANCHOR 8HClalA E 7 NOTES • C MIAL MULL BAR HIM AAJ 4/13108 TNE6JFORWRDU CANratdED Pp0�li7Y A ur sS,' ='•1: • +!A. : . W9IDOW SYBT8�6, WC. ANYi2;FpOpJ6T10MMPANTgi ABA rib `CIA 11S atame��o�cusrau�wr�aarraYarer tic asrn Ala s 1X14 w t LEUER: A ' 2 O 7 p ��bi Ott 4" HOMONTAL 1d1,11.LIDN H•1604 WRH 3-1522 OLF, M%CT DE51;3N PRESSLF E CAPACJI Y a*Ffr, PSM {t� uw H1 35 47 55 59 63 71 741/8 CL JANE (2}B os (2) (2) w (2)B (2) w (2)B (2 o (2) (2)L3 os (2jB (2)B or (2) (2)6 W (2)B 23 12 265/8 397.5 5 187.5 3875 ±875 ±87.5 387.6 t/2 26 6/8 ±67.6 387 t67.5 ±87.5 ±67T 397.5 351/2 367.5 ±67.5 i67 .S 167.5 367 397 5 41112 37 1/16 ±67.5 t675 W.5 367.5 ±67.5 ±67.5 47112 37 1116 397.5 ±67.6 3675 397.5 167.5 ±67.5 ±67.5 531/2 37 1116 367.5 ±67.5 ±67.6 ±67.6 ±67.5 367.6 367.5 59112 37 1116 367.5 367.5 ±67.5 ±675 ±67.5 367.5 ±675 65112 37 t /16 ±67.5 ±67.5 ±67.5 397.5 ±67.5 167.5 167.5 ±67 5 167.5 ±87.5 ±67.5 ±67,5 ±975 711/2 3 t/16 167.5 ' 72 37 th9 3875 ±67.5 ±87.6 ±87 5 ±67.5 ±67 i67.5 76 37 1/16 ±67.5 ±67.5 .387.5 ±57.5 ±67.5 167.5 367.5 4" VEPl11CAL. MUIM 14-1804 WFrH &1522 CW, WCT (085M PFOSURECAPAaN C RT, FSF) SN3LELMWDTKW1, M HEMM 17112 231/2 271/2 291/2 31112 35112 361/2 411/2 431/2 471/2 531/8 231/2 ±67.5 ±67.5 367.5 ±67.5 3$7.5 ±67.5 367.5 ±67.5 3!575 ±67.5 ±87.5 112 157 5 387.5 ±6 367.5 387.5 387.5 387.5. 387.5 387 5 367 5 387. 387 5 351/2 ±67.5 7.5 ±67.5 387.5 ±8 387.5 7.5 ±67.5 ±675 3875 367. 41112 ±675 ±97.5 ±67.5 ±67.5 ±67.5 ±67.5 187.5 387.5 ±67.5 367.5 387.5 47112 367.5 167.5 3675 0±67..5 5 .5 387.5 ±67.5 387.5 387.5 ±67.5 387.5 387.5 53112 387.5 367.5 367.5 .6 387.5 387 ±67.5 3676 387.5 167.5 38.5 58112 387.5 ±67.5 ±67.5 167.5 #67.5 307.5 3675 367.5 367.5 387.5 651/2 167.5 tom 387.5 .5 ±67.5 167.5 WA ±675 367.5 167 3875 1 /2 ±67.5 36 .6 5 367.5 ±67.5 167. ±67.5 3.67.5 5 387,5 76 ±97.5 ±97 5 ±67.5 ±87 5 ±87.5 387.5 .367.5 367.5 ±67.5 ±67 5 A UPDATED PER NEW FBC REQUVM3MWM 107 v ? _ oecc °i SW 44TH AYE. f'LORIDA $4474 . e ?� _ . • �� QESiGSN CIf�HiB• �' 1pAL flip ' l0tllltig11YA1MlooMOBlttAt ', d ' ;''�� `t 5• er=. 'PVCMULLBAq AAJ. 4 M n�ea�unwaaar�a•nnsaawaaan+eaae '��* �'• �.: . iMlCpW648T4Y6 .lq.giYI�R0006110NMPARTOM1NdA :� L gpp�T� !: wwrt [arEwara+a�sranMawo0�sY8reiBaaa FLIC�[ND a :... k 9 7 b ..d.+i 4 tl � •yea ITW NO. PART NO. U am 1 HAW MULL, 1 318° x V PVC PECFIC 2 stir P 3787 #10 x 1° HEX ASHER HEAD TEK tee —' 3 110 x 1 ill ", PANHEAD PHILIPS ZWC $ 4 010 F TW SHER 13716• s -ice , NEW FIT MULL ANCHOR CLIP DRIP ADAPTER S—i 572 6 5 -1806 1 HORODWAL ANCHOR (PVC PECIFlC ) ALUMINUM 6063 - 7 CAULK 8 S -1572 GRIP ADAPTER 9 S -1511 FLANGE ADAPTER 6 471V 1 El l 1 7118' t 7/tir 1 9 e HORIZ ANCHOR S-1606 L 1 w 1 ,,. ALUMINUM 6063 - T6 � FLANGE ADAPTER S -1571 0 s me• ALUMINUM 6063 -T6 1 >U18' 3 4314` $ 3fw Y 1/� L lvr 3sr 1 1314' t 3!B" - 4 4" MULL..BAR H -1604 ALUMINUM 6063 -T6 B , 2 W16' 23116' ' 11!8' __! 118' .l UPDATED PER NEW FW REQUIROAFt47S 1 07wo RETRO CLIP(4 S -1522 RETRO CLIP S- 1522' ALUMINUM 0063T6 ALUMINUM 6063 -T8 (FIN) (FLANGE) teoo &W 4 #.`��. • a�� ;` aTHAtnE FLORA 4 04 to . � c*a„Py `K.: Q @X[Rtll2QNSSB�LtgF61AIE [4418 41AltCLB#4 ag7�tarrNm 'Pvc MULL AAR 4/132M 7118 dJFnHIdAT10N tX1NTl�6Q N iN8 tMiIYMtU� 111E �+4"e'� • s �' . W WRITtER mwclvm1/' �i1nNi1 7![ R.P. A CW7 ~`' ` 4OF7 e • c fi ' -.X o' W 5`i ! • . WINDOW WINDOW FRAME FRA z OAULIC BLiim FUL Z PRIOR TO ATTAOHM TO MULLION CAULK BERM FM PRIOR TO ATTACHING TO MULLION � 1 8 B FRAMEW 8 ! SEE (D 5INGLE WIN HORIZ 'NT M! 8 BECTI T L 4 /�HO� AL M IU.ED 8 C�Haa� FRAME FRAME PR�TOATTACNP4 B TO MULLION s iW W 8 L BAR BEOTION UPDATED PER NEW FBC REOUIREMENTS !O7 Ij X41 ° SW 4aT AVE. w FLORIDA 34474 NOTE: ti aeWfl�l VIEWS -4 ML&18AR uy: 4n 1. INSTALL HORR/VERT ANCHOR PRIOR TO ATTACHING SAR VERTICAL MJILL BAR. VM POVOW TM COUrux OPAWMN PROPER ,,• p : C 148 WNpOW 8Y8iH l�.IIIC.Al7'IFi�RpD{16TIpNNPAgT p1 A9AWfl0�8 'ff� I.. RI�T*0 mm wnrrreNaaorarew ►mow8vetd�6�+F�raot PL.P a TM A ' 5OF7 -jji4ju Two Q • ± fi e,-• .�� '9- 'k � �liiwr CAULK BETWEEN FR" Ziff AND OPEIdMfi BY OTHERS EDGE 01871 (MM Eb1�BE�OF/1EN11 WSTALATION ANCHOR L O ME�BYOTHE" I INTERIOR FWISH >. r 7 WS TALiATKINANCtPOR 3/18• 810 WOOD ANCHOR i BYOTHERB Y YI"r DIA MABONRYANt{R WTIHVIASFIER(4s} .... LNTERIOAFp4L9H C0IICAETEMIA�NIiY� 4 3 • Yr; Yr" ^ _ ._ — — 3 4 BY OTHERS WITH WASHER 4 � •. CAULI aMFEN ♦ ► � � � � s • • • • i • �' FRAME AND OR MO O {• . �, ♦4 a • 1 ' jai • 1 lid• BY OTHERS • • 4 8 ► • • A ► t� • • •! CAULK BETWEEN 4 ; • • a : L a :' a : ti� ' �� . .FRAME AM) OPENtNCi tt • • • a. • a. • a, v, �.••• , ♦ • •BYOTHES WTERIOA FIMSH • 4 4 4 . BY OTIIERB 113Y WOOD BUCK • ,{ • � ; j ♦ • L • BY OTHERS BY EXTERIOR OTH ERSFMtSH 1 BY WOOD BUCK ; - a .4 A' + +, A Y OTHERS BY OTHERS ` `• PERIMETER CAULK • , � SY RMALLEA fNSTALLATION ANCHOFI, 4 ♦ � 4' HORIZ •4JA ♦ ' WITH WASHER (44 ANtOiOR zw MW. r ,V:f,r RETRO FIT 2 BY WOOD am RTiIRO fal EDGE O18T. r j`• •r MULL MULL BAR CUP BY OTHERS MtBEENO CONCRETSMASONRY SCTEAIOHFIMSH ISEENOTE2y BY�TAL�� ix EXTE 0 BY OTHERS BYOTHERS PERIMETER CA= I BY OISTALLER d) Im /f \ HOR1Z. MULL JAk� SECTION 4' VERTICAL (p la Flr kJP ([dABO►QiY) YBR�Ti L_FIEADSECTION M�•� RETi�FlT I I MULL BAR �,P VERTICAL tB J IiETRO CUP pIASONRY) MULL, BAR CUP LNSTALLATION ANQHOR, 3/18' MA. MABONRV ANCHOR. MOM PERIMETER CAUL( WITH WASHER (4 BY MTALLEp y NA I �HOA. MLA L CUP WITH WASHER (49) BY OTHERS ♦ . ► . • V. CONCRETEWASONAY e . , • • p . . R , • P. ] ]d! PERIMETERCAULK BYOTHERS 'p, • •0. e 0 e e ► thmEMBEDMom BY MWALLER BILL STOOL BY OTHEF • . • e . e • • 0 ♦ • s (SEE NOTq C .. a, e e : • e rs : • p BY 4 3 +, 8'jf9_ SHBA AS RKM • } ,r ti .� • (MIN maEnlsn TO MAKE LEVEL. AL 'R m IL 8I l DETAIL a , • •� ,• a . � • ; v • FOR MULL BAR °• o s 3• ►' : • .: • .a . a 77 UPDATED PER NEW IBC REQUIRIEMENTS 107WMS ►..• ta • a.a a. ,�a•a •j ai •• . �'��' 1114 •.a •••• a. • •• • • • a a • •� (MIN.5M9IDM9IS} MOTE: }Y1 J • • •�' : •� '�'� i ' a�a .: a "+ ~'► 1. SILL ST MUST E FLUSH AGAINST INSIDE i � "• STOOL 8 FLU , CONGRETEthN4SONRY fNTER1OR FINISH OF MULLED WINDOWS AFTER INSTALLATION 1 BY OTHERS 3 4 yam• BYOTHERS " �t� °® •' �,, f1V;k44YHAVE. 2 RECESS RETRO FIT CUP 114° FOR CLEARANCE ? (Mud FJXiE D181) WHEN INSTALLING WINDOW UNITS �.� A e FLORIDA 34474 ' �+ p RETRO FLT t:UP /MASONRY BtlSTALLA710N • 4` MULL BAR RETRO FIT CLB• (ALASONRY} ,° • y'' ' A , "° WC MLLL (JAR AAJ 4113M= mys PMOPWRtANYIIl�dO!lOOiiML .. ® �,...• 4��.,; .. • „� '� 1 rr4< r+ roieA ArioN CONrA9JEDaniIBOnAw1V L+ISmefiOlP cc WS4UOW aY8tgi116,9lC. AtiY lRTgtl lNFf61TOB A$hWH01.5 L1VU0 ".'• A 8Of7 WRITM PSVMSM OF CUN= WM W BY8'RaAS W 4 • L P.E. - F 8 14 •• `' .� Y. f.�. '•aeara• • ti, SHEATHMO CAULK B EHIND SY OTHERS 2'BY WOOD BUCK FIN BY OTHERS 3 4 BY OTHERS WINDOW WRAP %*6 BY OTHERS = ,�t• OVER OR FINISH BY OTHERS EMSEDMMNTI INSTALLATION ANCHOR. 010 WOOD ANCHOR. WITH WASHER (4)4 PERIMETER CAULK BY INSTALLER L, (VA EMSEDmENn INSTALLATION ANCHOR, 4 3 010 WOOD ANCHOR, RETROFIT WITH WASHER (4XI E BY WOOD SUCK WILL BAR CLIP BYOTHERS REM FIT MULL BAR CLIP 4' VERTICAL MULL BAR SHEATHM C'I�V LM EAD EC N SYOTHERS � EXTOMt FMM BY OTHERS • ! � i4f t 'I. 'i l . •� CALO.K BEIUND FW BY OTHERS WINDOW WRAP BYD'MIPJA.ER MULL am BYOTHERS V VER RAL + MULL FIT RI . I LAMS W AS 'Tw I. j D WINDOW WRAP DWALLATICN ANC,HDR. s BY OTHERS 010 WOOD ANCHOR, WITH WASHER (4X) BY INSTA�LLER CAULK BERMO UPDATF� PER MW FBC REQUIREMENTS a 7= FM RS BYOTHE •'y EIAMMENT) f �{`1• T . BY EXTERIOR OTHERS FIN ISH 1.4 2 BY WOOD BUCK . 4 3 NOTE. v MOTHERS 1. RECESS REM Ff7 CLIP 110 SO MULL BAR 34474 WILL BE FLUSHAC,IAINST WOOD BUCKAT AND HEAD. a ^ �'�� CUPIFlNWOODNSTAUATKIN= 4'MULLBAR 7 WT C FRAM OODf c LL BAR AAJ 4l9312ad8 SHEATHMO ►ItpMRTAMAND00M10R IM •'';, +• .� BY OTHERS nmofOR61 TM C wmm R ttI8 wAWM Ili TFEt B=PRQPtlAI�' �'�y9�1 ' y y . • .►..�1• .. 148 . W!®NMBYBS€+N&. 1116. Jv`, tt1f 6S10NNPAWTtltABAWWOIEWiif lOiST7� > r k. WRMMp MwsMQFCu &TOMwvwMsre _ y ,` :, A ' 7OF7 VP• � � •�1 �'�'�;� y` Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app _ dtl.aspx?param wGEVX... k n BCS Home ( Log In User Ragistratbn �. Hot Topics Submit Surcharge ! Stats & Facts Publications t F9C Staff BCS Ste Map Links Search 3 it 3 1 Product Approval USER: Public User Product Approval Menu > earch > Application List > Appgoattpn Detaff FL # FL5859 -R Application Type Revision Code Version 2007 Application Status Approved _ Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc Authorized Signature Michael La Fevre mlafevre @cws.cc Technical Representative Michael La Fevre ## Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph @cws.cc 1 t Category Windows Subcategory Fixed Compliance Method Eva uation Report from a Florida Registered Architect or a Licensed Florida professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL R3 COI 510488A f Eval Rep PW -8300 Imoactl odf Referenced Standard and Year (of Standard) ,Standard Year AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 1 of2 10/12/200911:03 AM Florida Building Code Online Mzp : / /www.floridabuilding.org/pr /pr app_dtl.aspx?paran =wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/0512009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 Summary of Products FL # Model, Number or Name Description 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5859 R3 II CWS -159A (PW -8300 Impact).df Approved for use outside HVHZ: Yes FL5859 R3 II DuPont PVB NOA 05 -1208 02.Ddf Impact Resistant: Yes FL5859 R3 II DuPont SGP NOA 07- 1116- 04.Ddf Design Pressure: N/A FL5859 R3 II Mikron NOA 06 -1220 0I.Ddf Other: Large Missile, 76" x 62 ", DP = +/- 67.5 psf (Impact Verified By: Roberto Lomas 62514 w /heat strengthened glass, SGP). Large Missile, 48" x 72 ", Created by Independent Third Party: Yes DP = +/- 55 psf (Impact w/ annealed glass, PVB) Evaluation Reports FL5859 R3 AE 510488A (Eva[ ReD PW -8300 Impact).Ddf Created by Independent Third Party: Yes 5859.2 PW -8300 Vinyl Fixed PW -8300 Vinyl Fixed Impact Window. Limits f Use Installation Instructions lived for use to HVHZ: Yes FL5859 R3 II CWS -337 (PW -8300 Impact 72x76). Approved for use outside HVHZ: Yes FL5859 R3 II DuPont SGP NOA 07- 1116- 04.Ddf Impact Resistant. Yes FL5859 R3 II Mikron NOA 06 -1220 01.Ddf Design Pressure. +67.5/ -67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 76 ", DP = +/- 67.5 psf (Impact Created by Independent Third Party: Yes w/ heat strengthened glass, SGP). Evaluation Reports FL5859 R3 AE 510870 (Eval Rep PW -8300 Impact 72x76).pdf Created by Independent Third Party: Yes Back DCA Administration Department ofCommuntly Alfaks Fkndda BuBdtag Code OnAme Codes and standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 b 2000 -2005 The State of Florida. AO rights reserved. Copydght and Disclaimer Product Approval Accepts: Vvt6tgq w saenrW �! ream• 2 of 10/12/2009 11:03 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report (4o,: 510870 336.945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ovals, FL 34474 Product Una: 8300 PVC Fixed Window — Impact 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 913- 72.070 method 1(d). The product fisted herein compiles with the 2007 Florida Building Code. Product description: 8300 PVC Fixed Window. Frames and active sash are of welded miters/ comer construction. Supporting Technical Documentation. 1. Approval document: drawing number CWS -337, dated 6/1901 sheet 1 of 11, titled 8300 PVC Fixed Window, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3530 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Frame Installation. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, *67.5.0 psf design pressure, 15.0 psf water penetration. TAS 203-94 Cyclic Pressure loading 167.5.0 psf design pressure b) Report No.: NCTL 210 - 3530 -1A, signed and sealed by Gerard J. Ferrara P.E. National Cerffief Testing Laboratories. Orlando, FL- 8300 PVC Fixed Window, Frame Installation. AAMA/WDMA/CASA 1011I.S21A440 -05 Design pressure: 167.5psf Water penetration resistance 15.0 psf ASTM E1886-05 and ASTM E1996 -05 ASTM E18M E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E18M E1996 Cyclic Load Test, ±67.5 psf design pressure c) Report No.: NCTL 210 - 3530 -2, signed and sealed by Gerard J. Ferrara P.E National Certified Testing Laboratories. Orlando, FL. 8300 PVC Fixed Window, Fin Installation. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, 167.5 psf design pressure, 15.0 psf water penetration TAS 203-94 Cyclic Pressure loading t67.5 psf design pressure d) Report No.: NCTL 210- 3530 -2A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL. 8300 PVC Fixed Window, Fin Installation. AAMANVDMA/CSA101 n.S.2/A440 -05. Design pressure: 187.5psf Water penetration resistance 15.0 psf ASTM E1886 -05 and ASTM E1996 -05 ASTM E1886/ E19M Large Missile Impact, level D, Wind Zone 4 ASTM E1886/ E19M Cyclic Load Test, *67.5 psf design pressure 3. Anchor talc ulations, report number 510871, prepared, signed and sealed by L. Roberto Lomas P.E. s � ` + j - j� Iw 4 - . . L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmmons, NC 27012 Report No.: 510870 336- 945 -9695 Limitations and Conditions of use: • Maximum design pressure: ±67.5 psf • Maximum unit size: 72 x 76 • Maximum Flange size: 77114' x 73114" • Maximum D.L.Q.: 691/8' x 731/8" • Units must be glazed with 1" insulated glass consisting of 3116" Ann exterior life —Air — laminated inboard cite consisting of 3116' HS — .090" Sentry GlasPlus interlayer by Dupont - 3116' HS per ASTM E 1300. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Frame material to be white rigid PVC per N.OA. 06- 1220.01. • Sentry Glasplus per N.OA 07- 1116.04. Installation: • Units must be Installed In accordance with approval document, CWS -337. CwMcadon of Inalepeurdaurce: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). I yy�� r PVC IMPACT REOUIREMEhM- P,LSI BE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) I. THE PRODUCT SHOWN HEREIN B DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. INCLUDING HVHZ 2. GLAZING OPTIONS: (SEE SHEET 7) 3. CONFIGURATION: FIXED LITE *0'. 73 1 Jc 4, DESIGN PRESSURES: (SEE TABLES 7) MAX OVERALL FLANGE -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 7r -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST MAX UNIT WIDTH PRESSURE AND GLASS TABLES ASTM E 1300. pLQ S. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS GLASS PRODUCT. SEE SHEETS 10.11 FOR ANCHOR DETAIL S. SHUTTERS ARE NOT REQUIRED. B C 7. ALL FRAMES FULLY WELDED. 10 0 F IL REFERENCE TEST REPORTS: NCTL- 210 - 3630 -1 , NCTL•2104IM -1A, NCTL- 210 - 3530.2, 1 t i NCTL- 2103630 -2A 77 1 J4 vEO�RAt f 8. SERIES 1 MODEL DESIGNATION PW4*00. FLAN i O 7 , 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY HEIG GLASS DLO TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. t T 78• HEltGE1T E A p 11 tD 10 •� .. +:.. TABLE OF CONTENTS ,,. � . _ . � . ; .,. ;; ,_ •:;; •. . GE NERAL NOTES 8 ELEVATIONS.....1 W 5� ANCHOR SC E IEDULE 8 NOTES» »..., .2 S DP CHART 8 dLAZINd... __7 _ . N TES 8 ELEVATItNIN • LARQF MISSILE IMPACT SECTION VIEWS . �.__ .._.. 8 +` EXTRUSIONS 8 BA.M .....r _ B " c INSTALLATION DETAILS ___ __.101 i� - PYC FED B LITE y : AA 1 7111!2008 TMVaMAw VWC0NrAHWINT ORAWMISDESMEP>1oPEaFlr rs� "< 4 i� us Q 830D NTS "CWS -337 WQ470iN 8YS1Br9, DJG ANY REPRODUC7XINWPAIITOHASA a FL. ND. 82514 `, oN OFOUSTOMOWNOOWSYSIEMB A�C .19 MmnTeaPU --- E F F - 1 OF 11 6 r rygl+ eir .1 1 p s.y'yyy MAX ]X MAX oc r � OC (T �') RYP) SEE NOTE 2 SEE NOTE 8 S' MAX 4' MAX-- IrPI (T1'P) FT 13' MAX 00 I t�l � oc I I I 0 I I e O MTAWTKIN I I ANCHOR MP) MSTAIAT01 ANCHOR (1YP) I ANCHOR LAYOUT: IFLANGE7 NOTES: �+n1t wowoPemrc►I oP 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. - 2 SHIM AS REO D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHM MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN IMV 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 2112" SHALL BE ACHIEVED. S. 810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 Wr INTO 2 BY WOOD BUCK. S. 88 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 117 INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. S. 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. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: titi�� ~ SW 4ATH AVE A. WOOD - MINIMUM SPECIFIC GRAVITY OF 04.42 - MINIMUM COMPRESSIVE STRENGTH OF 300 PSI. B CONCRETE s �/ � :�" . . • �. as ` ANCHOR SCHEDULE d NOTES - LARGE MISSILE IMPACT C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). PAOPA6tARYAROra1. - _ %�e e •. � < — 'PVCFDCEpI.TTE : AAJ = 7 111/2oe TMPOOMTENCONrAHaINTMOMWINGWDIS NTS CWS337 wMmOWSY81EY8.W -ANY C=CnMMPART ORA6AwNGLB ' •`�.. FL. P.E. L wRnTENPeR►oNO araTaNwo+oows+strA� we sParea: _" • 2 OF 11 ic MAX. AX O.C. IZ MAX 0.0. rryp► (TYP) 0 1= T T MAX r MAX ig! MAX O.C. O.C. =MAX FULL CIRCLE (TYP) MAX �-W ' am Lt; MAX fTym (rip) m TOMBSTONE WAROW = MAX O.C. = MAX O.C. MAX O.C. A!MAXe (TYP) X; y AXOr- JX r MAX JZ MAX C;ka, IE MAX ir MAZO.C. 1 1Z MAX O.C. .C. OYP) gp) r MAX �fr MAX (TYP) r MAX NOTE: (TYP) 1/2 (Typ) 1. SEE SHEET 2 FOR DETAILED ANCHOR 112 CIRCLE ELLIPSE fm 64TALLATION REQUIREMENTS Z THRU FRAME OR CLIP - MASONRYMOOD OPENINM & MAX OVERALL SIZE Aff. NOT EXCEED d THE MAX OVERALL SIN OF RECTANGULAR WINDOWS ON SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF 207.6 LOCATE ANCHORS IV MAX O.C. T IZ MAX 0jr. lr MAX Or- (TYP) t r- MAX Ir MAX O.C� IrrL MAX ocl (rfP) (ryp) cryp) DA 34474 v PLO ANCHOR SCHEDULE - LARGE MISSILE IMPACI 114 CIRCLE . . . . . . J12 FAN 711141M TJ&FIXlEDLITE AAJ wml PwopREmDcowvmm4L Nn NO.!;;;� - pe VO4DGWSVffFEWMAWREPFODUOYMUIPMMORM WMffMPOUMSMOFQSTMWNWM$ftMftffaigPFK*MM;!M 3 cw 11 41 7 • it MAX D.C. mal � O.C.--- t• ---•1 i0' MAX O.C. In'Pi >r MAX IYYP) .1r MAX D MAX (rte OCTAGON HEXAQON TRAPEZOID NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS Z THRI1 FRAME OR CUP - MASONRYANOOD OPENINQ. 3. MAX OVERALL SIZE MUST NOT EXCEED Li MAX O C. O.C. THE MAX OVERALL SIZE OF RECTANGULAR gyp WINDOWS ON SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF +1.67.6 LOCATE ANCHORS 17 MAX. O.C. r MAX I = MAX O.C. !E MAX y1; MAX, O.C. (TYPI -H % m � (TYP) m1p) m % (It'PI DOQHOUSE TRIANGLE 900 SVV 44TH AVE ARC H. FLQ ANCHOR SCHEDULE - LARGE MISSILE giAPAC S y c y PV0 FIXIED LrrE rAWN By • AN 7lli0IS ME W0FNN7=G0NTANW IN TMDRAWN067HE PROPERlYOF(f �• TT ` q ` - . NT$ "CW$ • 7 wonxx v%srENaraA,.AM'REPROOUGigNp+1 PANT ORABAwHOLE wrt11�7T1 t N ' '' �r _ ` 4 OF 11 wmrrer PERNSSIQN aF CU3Ta11WOWaIf8Y8TEtlS D1c.lRPaai�llEU .. r' " tiFL w MAX MAX O.C. �aC. r 4P MAX r MAX. W n 1 Nerve r 4" MAK AMK O.C. � m MAX O.G. L1yp) ITS) I1YP) (API ToiffleTONIE B_ MAX O.C MAX. O.C. � O. mm Max A! MAX (C1npl frYP} MAX ( C � L � o C I1YP) fryp) O C MAX Imo) 1QAiLWSE Ems! NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REGUIIEMENTS 2. THRU NAILING FIN - WOOD OPENING. 9. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. MAX.O.C. MAX. O.C. 4_ MAX I1YP) EM O.C. cm ¢ MAx )OC 4 �_ a N s. 't� .�� '! t r: '.r.; •.: . f1YP1 .« n e c s 81At 4TH AVE RIDA 3"74 1/4 19 FAN ��.' . "i�• fl�. '. xy ),)} - FIN ANCHOR SCHEDULE - LARGE MISSILE IMPACT •' �" " "'" - PVCFDLED LITE AA,) 7!1112008 PRDPIWAINAWCOMiOUML < � nEWOMAkTKNCGrtaMMIMTMDRMVM131 eESUgPaoP aF 4. SERI la4tt�LC�� . 4 8300 NTB CW8,937 WMDOWBY87M,WGAWMWPCnUG MMAARTORASA BilrlklO iW- FLP.E I�, i�l`''• - i c.,. • . WRrtreia PSRiN9SpNOFCUSTW lWpMOW SVererAS, MC sPRO►IBAr ^ S OF 11 I l� ar+�h -- e'``ra -�'•. ,j � �xMY•!' Ca �t�+,_�. VAX as W MAX, O.C. Ir MAIL O.C. MAX � {iYP) MAX. C.C. HIEKAGM MAX (rte Mum n� TRAPF.ZDID NOTE: {— 1. SEE SHEET 2 FOR DETAILED ANCHOR 8 r INSTALLATION REQUIREMENTS MAX. CC. MAX O.C. 2. THRU HALING FIN - WOOD OPENING. 3. MAX OVERALL 812E MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR 4' MAX B. £MAX � WINDOWS ON SHEET 1. (�) MAX. O.C. (1YPI MAX O.C. S MAX frvP) i MAIL rrm (rfp) ° �i ' ^• z SW 44TH AVEt . ,� ,.. r .�t�.. Y -"� .' ��& w p e :ARCH. FIN ANCHOR SCHEDULE -LARGE MISSILE IMPACT ; "' PYC FIXED LITE AN T111/20D8 PNOPNE'rARI M OCONFMO RAL o . TM W0FWMNC0WM= IN TIM 0MWWlenMWXPaQFomoF g ��; �f,;. �3Q0 NTS 'CW&=7 WOdOMS"TB4%=AWRW4MMMIMPARTORASAWHOLrMMWTHE wwrEAIPE NaFamiuMWMOOWsvms w-is PROM811E0. .+.. s'•,r r� ",;o...._.�;', Q OF 11 , 6 - dfr �%pidica �� 3/16'fHafP 16"LAAq(118'AFFAFFi18 U1Pf HE3HT t WDTH M GLASS TYPE 12 20 1 28 36 44 48 56 54 72 76 NOTE: 14 A *67.6 167,5 187.6 367.6 *674 076 387,5 t67.5 367.6 167.6 1. IF S12E INTENDED IS NOT SHOWN, 20 A 367,5 *07.51 367,5 367,5 367.5 367.5 367.5 167.5 ±87.5 ±87.5 USE NEXT LARGER SIZE 26 A *67.5 ±67.6 *87.6 ±67.5 *67.5 *67.5 *87.6 367.5 ±67.5 ±67.5 32 A 367.5 X75 ±67.6 167.5 3675 *87.5 ±57.6 357.5 *67.6 *67.5 36 A *67.5 1675 167.5 367.5 367,5 167,5 387.5 167.5 367.5 *67.5 44 A 187.5 *87.5 *67,5 167.5 367.5 ±67.5 367.5 167,5 *07,5 367.5 r OVERALL r OVERALL 48 A *67.5 367.5 t67.51±67.61 *675 367.5 +67.5 1675 167.5 167.5 311s• ANNEALED XIV TEMPERED 52 A ±675 ±67.5 *67.5 187.5 3676 367,5 167.6 1675 *87.5 367.5 i!3' AM SPACE 112• AIR SP ACE I aLA 6/1s• LAMIaLASM ins• LAMIaI/iss 64 A 167.5 167.5 t07.61 t67.5 367,5 ±67.5 ±67,5 365.3 *59.2 357.1 T/i- ANNEALED ve• ANNEALED 72 A ±67.51 167.5 367.5 357.6 387 6 187,5 167 ±592 163.2 351.1 3/32• SENTRY GLASS PLUS 3W SENTRY GLASS PLUS T ilir ANNEALED 1/i• ANNEALED 3116 "AN AFt 5/1irLAbA[1/8'AN AFi 118 "AID Lur FBQHT {M WDTH (M GLASS TYPE 12 Z0 ZB 36 44 48 56 64 72 76 14 B 367.5 5 367.6 *87.5 367.6 t67S *67,5 367.5 367.5 167.5 20 B 387.6 367.5 167,5 t675 *675 ±67,6 367.5 *675 *67.5 *67.5 28 B ±67.5 367.5 *674 +..67.5 *876 ± 675 367.5 *675 ±67.5 *67.5 *GLUAWSS GLASS TYPE B 32 B ±67.5 1875 167.5 167.5 1875 387.5 357.5 *67.5 *67.5 ±67.5 38 8 187.5 3675 1675 367.5 *67.5 167.5 367.5 *67.5 367.5 ±67.5 44 B ±57.51 ±8 S *67.5 187.5 367.5 ±67.5 *87.5 ±67.5 *87.5 ±675 48 B 187,5 1875 167.5 3675 367 .5 5 ±575 ±675 *67.5 357.5 B t ±67.5 *67.5 ±675 ±67 5 ±87 5 367.5 387,5 _ 84 B *67.5 *675 .5 167,5 1875 *67.5 167.5 387.5 *65.8 163.4 3rtrH� STRENGTH 311W TEMPERED B 167.5 357 5 +87.5 387 5 3875 *87 ±&5 8 ±�.1 i56 8 Wr AIRSPACE 3B• AIR SPACE 7 /1M' LAMIGLASS 7 /lr LAMIGLASS 3/ir HEAT STRENGTH 3/ti• HEAT STRENGTH 3118 - HS AR7l1S'LAK3/I6'WAn3fl(rM 3/32' SENTRY GLASS PLUS 3f= SENTRY GLASS PLUS 3/16' HEAR -7116"LAK31irWF ,- AR•3/16 "HSj LJNIr HI3Gfff(M 311V HEAT STRENGTH 3ne• HEAT STRENGTH WDTH(M GLASS TYPE 12 20 28 36 44 48 66 64 72 76 *QLASS 14 C.D 167.5 3575 •A7.5 ±67.5 '67,6 t87.5 ±87.5 ±675 t67,5 187.5 20 C.D ±67,5 ±675 367.5 ±675 167.5 *67.6 ±675 *87.5 *67.6 3675 26 CA 387.5 157.5 *87.5 3675 *675 167.5 3875 367.5 ±67.5 *87.5 32 CA ±67.5 t67.5 * 675 ±67.5 *675 367.5 ±67.5 ±6 A ±67.5 367.5 GLASS TYPE D 38 CD *67,5 167.5 387.5 *67.5 367.5 167.5 t675 167,5 ±67,5 ±675 44 C.D 367.5 1675 +67.5 167.5 t67S ±87.5 *674 ±67.5 *67.5 *67.5 48 C,D ±87.5 *67.5 *675 3675 *675 ±67.5 *67.6 ±67.5 *67.6 ±675 52 C.D *67.5 I ±87,5 367.5 187.5 ±67:5 *87.5 387.5 367.5 387.5 167.5 64 C.D 167.5 * 675 ± 675 ±67.5 ±875 ±87.5 ±67.5 387.5 387.6 1675 72 C.D 367,5 3675 *87.5 167.5 367.5 ±67.5 +673 ±677 167.6 + *444 :. t : f 81tF� 44TH AVE. c p GLAZING DETAM -LARGE MISSILE IMPACT O . e d e Jr. VM LIT W L --- IE: 7/11120 PR�TApYANDO�•lOfdfnAL � y: � - i •.� rxeoluwnaMCairAr4oNniisa +AwwcirelxesoLErn�emr �'i� ?3' a NTS 'CWS -337 wamaw BYaTOAB. W. ANY AEP 1CTgN N PART ORAa AwN04E wwrrsNPi+anBSioNOFMATaiww waYiTEies.misPRONNt�. e'� _�' .. 7 OF 11 � r ��J y : + A• SR C : y +,w>•re� `t �9.: �-.r�+ ' 3' INTERIM UNIT WIDTH 8 1 1 8 8 1 B 8 1 I8 B 6 e 1 ' 3 4 OVERALL FLANGE WIDTH EXTERIOR TYPICAL HORIZONTAL SECTION 1 OVERALL UNIT FLANGE HEIGHT HEIGHT 1 NOTE: (GLASS SHEET ITEMS 9, 11-14 ARE USED, BUT (SEE ST n NOT SHOWN FOR CLARITY 2 I I 10 Al TERN&M FIN FRAME TYPICAL VERTICAL SECTION ooe ;...•�� y eti d.: r a r , SW 44TH AVE. RIDA 3447-4 ;..:� VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT FIXED LITE AAJ 7/11/2008 T wFOlsMroHaOHrAa +�wu�wuoolsPgoaF.nrv�als � 4��lYERt4S►t�A$` =_ NT6 .: CWS -337 women svwo %6.C. Aw pal W PApT OBIA8 AWN WOlIOI3T `,-+ FL. P.E.18 . 514' i v wmrIMPaaas SMOFa�Taaww rsW - oowsYSTE13P 8 OF 11 f.r 624 00�ry � •- �P* _ .�� • 4'. ;:ti� C• LLB` Item # Parrt # Descriadon ENmcpgmmQmmmLwm I H 6W6B Fr. , PW, Main, Head 2 H -6006B Fr., PW, Main, Siin 3 Ira• 3 H -6MB Fr., PW, Main, L Jb. ' 4 H -6006B Fr. PW, Main, R Jb. Im 5 S-6015 (IL Bd., FXd. (314" O.A. LQ) CORNER WELD (ALL SIDE 1ne• 6 S-6016 GIL Bd., FXd. (718" O.A. LG) a 417� 8 P -3752 ga 2 Plug, 1/2' Hole 2 it 3 a Tir 9 83438 Hot Melt, Tru5eai, "H" ' , „rr 10 P-3352 Set. BIL, 85 Dut, V8" x518" x2" Lg. 1 11 P -3684 PW- 830().C,old Cert. Labe], NFRC Tab PVC FRAME FLANGE - H 60068 PVC FRAME FIN - H 6006A 13 83881 TenVorary LbL (NFRCJDP) 14 P-3613 CWS'LbL o 15 Glass, Fwd 3<1e, one• rne• 17 P -3113 Screw Support for PVC }� u ' r � 1e• s 16 S -6009 Gh. Bd., Fred. (I" OA. LC1) 7s8• u'r PVC GLAZING BEAD - S-6008 PVC GLAZING BEAD - S 6015 PVC GLAZING BEAD - S 6016 , O ! T SCREW SUPPORT - P -3113 IDA 3"74 ,i+ a*• 4 r- „• � .� �1D BNf 44TH AVE '. '� " 4 ,0 ' • B. LARGE MISSILE IMPACT ~• ' �gE �p tg•r '.PVG FIXED WE • "Wi 7r1IMIN rwsonrxnuNen�rcaagownua� wades rrL P � ; * 1 NTS CWS -337 wwooweres ac atna�oo�w,wNwaAarcnasawE a wRmeN R av eusrom wsmmrr ers,E , %ir a 8 OF 11 • . -% � i s , • a .,� f wS�•P °� .. �'•,1a1�lte1li�� DRYWALL BY OTHERS I O 114• MAX SHIM S..3ifC (820 NOTE 2 fL 3 SHEET 2) WC EMSEDMBM CAULK g¢TMtEEnf SUCK g Y Y �'i'�; (SE NOTE 2 & 3 SHEET 2) ;„9� d ' 4 4 S AND OPENING BY OTHERS rr •'r • DRYWALL BY • ► CAULK BETWEEN BUCK OTHERS OHE • . 8112" AND OPENING BY OTHERS CAULK UNDER SCREW } i HEAD BY INSTALLER , ► 2 SY WOOD BUCK (MM EDGE D� i ► BYOTHERS INSTALLATION ANCHOR, •4•i WINDOW . v . 3t18 DW MASONRY SCREW CONCRETF! %W NEOPRENE BACKED WASHER JAMB . WSTALLATION ANCHOR MASONRY 810 WOOD SCREW THR[1 ' TRIRU &ktENt SUPPORT SYOTHERS • • • • • v• • • .SCREWSUPPORT ♦ . r i� ! i ! , • • • ; ; Y . (MM EMBEDMENT) • 4 • • ' p EXTERIOR FIAISH •v r • ► , ► 1 BY WOOD SUCK (MW EDGE DST • • ` P ► �� 8Y OTHERS • i • i . tititr ' • • . CAULK OPENING BY BUCK EYOTHERS •^•"'' >• AND OPENING BY OTHERS PERIMETER CAULK 1/C MA SHIM L11.4•_ BY INSTALLER E7ER CAlI RC EXTERIOR FINISH BY INSTALLER ULK (SEE NOTE 2 8 3 SHEET21 [MIN EMBEDWAM PE BY RIAA *JMETER C BY OTHERS EXTERIOR FINISH g MSE Q-TIO N BY OTHERS CAULK UNDER SCREW to iMAeaiRq tfOR Z NTAL T N FRAME HEAD BY INSTALLER IJSTALLATION ANCHOR 10 FPARE IV1000} HEAD 3/18 MASONRY SCREW wlNEOPRENE BACKED WASHER • TlOR) SCREW SUPPORT WR4DOW FRAME 0 TALLATKXdANt3{OR SILL 3118' DW MASONRY SCREW CAULK UNDER SCREW wl NEOPRENE SACKED WASHER PERIMETER CAULK HEAD BY INSTALLER THRU SCREW SUPPORT BY INSTALLER 114• MAX 9H1M EXTER � (SEE NOTE 2 & 3 SHEET 2) BY OTHERS p. ►. p •, • • CAULK UNDER SCREW HEAD BY INSTALLER • p , • : • ' P • •' • P •• • p 1 1 /d• WROM FRAME p• .�.' R p . fi p p p p (MIN EMBEDMENT) S" HOH STRENGTH STRUCTURAL ' • p . i • ►P • • • . , ♦ • • • GROUTRYOTHERS p gy • ►p p p PAP . p PEI STALL CAU LK BY 114• MAIL SHIM INSTALLER (SEE NOTE 2 6 3 SHT 2) BY R ' EDGE DISiJ EXTERIOR FINISH BY OTHERS r }. •i': S(LLSTOOL o ALT. P#i�F Pglglj�DETAIL ►. • ' P .� =.:i:� BY OTHERS p 1..� ►. O:,p O�OI.� 0 US SOLI W L il Wt EA�EDMENT) S L LEVEL BY OTHER$ • J K+ a •.' + ? SW 4TH jA E. ' 8YO THERS R FRAM E - E (LE(MpAC t�T 1 al SECT ON : o .• .°,# M FD . AAf nCW$-W7 10 t+ROwaBTw DIOWN aNR®M L ° a • ' 1 t ` :8300 NITS " THE f!>'plg1R710r100N7AlE6MTH6 DXAWMKI6THEfX2E VJM W S NM ANY FlPF==MN IN PARTOR AS A R. P.E. NQ;.dQ514 � WRRTWPERM 5M0FCUWWWRRi1DINSV8TB�6,0a6P .. ,rr 2 BY WOOD BUCK ( WBTALLATIONANCHOR. SYOTHERS. I iBEEN=2630N$HT2) SHEATHM 08 WOOD SCREW ANCHOR SYOTHERS CAULK BEHIND FIN '.`♦. SYpJSTAilER 2 BY SUCK e. SYOTHERS EXTERtORF04MH i. OYOTHERS R.oe• WINDOW FRAME PERIMETER CAULK I-ic BY INSTALLER (SWi. EMIT) JAMB WINDOW WRAP BY INSTALLER 114' MAX SHIN SHEATHING (SEE NOTE 283 ON BHT 2) SYOTHERS EXTERIORF*wMw 4La • ' WINDOW FRAME BYOTHERS HEAD CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BYINSTA INSTALLATION ANCHOR, 38 WOOD SCREW ANCHOR PERIMETER CAULK BY INSTALLER F HORrMNTAL sErT tt attwoont PkAME BILL tr4• MAX SHIM PERIMETER CAULK (SEE NOTE 2 & 3 ON BHT 2) BY WALL.ER Im WINDOW WRAP . BY INSTALLER 's B o WOOD BUCK EXT 19N l r INSTALLATION ANCHOR, ~ OOD SCR ANCHOR BEHIND FIN et;0i O BY INSTALLER t a tSHEATHiNp (MIN. BABEDNENI) �� AVE ,.^ BYOTHERS a / J EN VERTIQAL SECTION �. ALLATION FIN .. .. DETA MWSILE IMPACT 1 F�eMDOOI t.. PVC FIXED UTE AN 7(11!2008 NVOPpETA1WAIM000tDSMAL ,• �' o ' amua�noaaarcA�oNTH�sauWUx +ISrHeeaLEraore+TYaF L_�IandOtT116MAS NfS NMG .! CW &337 OW B`fBTfdAB•WC.Ab1Y RPPRtJp{1CttON WFART OflA9AWIlm FL P.B. M U514.' N a WE EfEN PeAMSa — :0P T W0 0 M 9Y Eft an is e t a + Pr 11 OF 11 Bryn ^ .d. �.�.'.�� G�'GO9S0� Orc� :v� ♦!�� d7dd > ",.Slit . �r� avl lust"UlalallaS t/VtaV%.nU111V uaaY . / t/lI I./a M�./IJ uu.awj, Yttt cu ll AVL ♦f1..• F:.- BCS Home Log In User Regktratbn ; Hot Topics I Submft Surcharge i Stats & Fads s Pub9catbns E FBC Staff I BCS Ste Map ( LWo Search Product Approval USER: Public User IFp Product Approval Menu > Product or Ana kation Search > ppv9catbn L(st > AppBcation patag FL # FL5823 -114 e Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael La Fevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph DHung Category Windo Subcategory Single Complianc e Method Eva rt from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Y Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R4 COI 510484A (Eval Rep SH -8100 Impact).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2 -97 1997 AAMA/101/I:S.2 /A440 - 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 l of3 7/15/2009 9:19 AM 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 12/19/2008 Date Validated 01/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 Summary of Products FL * Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS -155A (SH -8100 Impact).pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.pd Impact Resistant: Yes FL5823 R4 II Mikron NOA 06 -1220 01.pdf Design Pressure: +75/ -75 Verifled By: Roberto Lomas 62514 Other: Large Missile, 36x62 DP= +/- 75 psF. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).f Created by Independent Third Party: Yes 5823.2 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Limits o Use Installation Instructions ed for use in HVHZ: Yes FL5823 R4 II CWS -155A (SH -8100 Impact).pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL5823 R4 II Mikron NOA 06 -1220 01.pdf Design Pressure: +67.5/ -67.5 Verifled By: Roberto Lomas 62514 Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact) -odf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS -369 (SH -8100 Impact 52x72 100 Approved for use outside HVHZ: Yes DP). Impact Resistant: Yes FL5823 R4 II DuPont SGP NOA 07- 1116- 04.pdf Design Pressure: +100/ -100 FL5823 R4 II Mikron NOA 06 -1220 01.f Other: Large Missile, 52" x 72 ", +/- 100 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP). Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS -295 (SH -8100 Impact 52x96).pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant Yes FL5823 R4 II DuPont SGP NOA 07- 1116- 04.�1f Design Pressure: +67.5/ -67.5 FL5823 R4 II Mikron NOA 06 -1220 01.pdf Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96).odf Created by Independent Third Party: Yes of 3 7/15/2009 9:19 AM - - .k DCA Administratbn Depashmeut of Commre>fty Affahm Fkn tb Bu*mw Code OnShe Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 C 2000 -2005 The State of Fbrba. AO rights nerved. Copy,Wht and Dkcialmer Product Approval Accepts: aansga __ Sacorea reair� � 3 of 3 7/15/2009 9:19 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Clcmmons, NC 27012 Report No.: 610484A 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Aven Ocaia, FL 34474 Product Line: 8100 PVC Single Hung — Impact resistant Compthw". ' The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 913-72.070 method 1(d). The product fisted herein complies with the 2007 Florida Building Code, Product descriptkm. Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporifiig Tochnkai DocanrenWdon: 1. Approval document: drawing number C%W155 Revision A, street 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3168-2, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, Fl- 8100 PVC SH, Frame Installation. TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure, V5.0psf design pressure, 10.13 psf water infiitration TAS 203-94 Cyclic Pressure Loading t75.Opsf design pressure b) Report No.: NCTL 210 - 3168 -2A, signal by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation ASTM E 1886-02 and ASTM E199&02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, ±75.0 psf design pressure c). Report No.: NCTL 210 - 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure, 10.13psf water inflitration TAS 203-94 Cyclic Pressure Loading 167.6 psf design pressure d) Report No.: NCTL 210 - 3168 -3B, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANSVAAMA/NWWDA 10111.S.2 -97 Design pressure: 167.5psf Water penetration resistance 10 -13psf ASTM E 1886-02 and ASTM E1996 -0'2 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±67 -5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L Roberto Lomas P.E. `S ol t � t t 1 5 R L 0 Z . 6��l468lrr \� �� • • I f / e - y7 `. sue � = . f �► fi�'rJ � TAT OF 'k�r p , O 10 "7 1 oft ° : r r ,.e��' "'• ;� J ONA�. �t� Luis R. Lomas, P.E. was X ,e�'�,� � °a; pert•'►+•. L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 5104M 330945 -9695 Limitations and Conditions of use: Unit size Max. D.L.O. Design Pressure Rating Impact Rating Up to 37" x 63" 319/16" x 27" t 75.0 psf Lame and Small Missile Impact Up to 53118" x 76" 4711/16" x 3311/16" t 67.5 psf I Larne and Small Missile Impact • Units must be glazed with %" IGU consisting of outboard lite 118• Ann — Air — r916• laminated inboard lite consisting of 118" Ann — .Off Dupont Butacite PVB intedayer —118° Ann per ASTM E 1300. • Dupont ButK to PVB intedayer per N.OA 05- 1208.02 • This product is rated to be used in the HVHZ • This product Is impact resistant and does not require impact protection In wind borne debris regions. • Frame material to be white rigid PVC per N.OA 06-1220.01, lnstaHation: • Units must be installed in accordance with approval document, CWS -155 Revision A Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the products) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). �. ``\N` �t�l I I l�l0j��i .. R i�;. �• :S' gip- �•° TAT OF •c� :,�'�► 2 of 2 ,...'_ ;5F/ s/� �� \ Luis R. Lomas, P.E. ��!>�iAL,`,,�� FLNo.:62514 SINGLE HUNG ELEVATION (IMPACT) PVC IMPACTREQURNMENT: (SHOWN W/ DIFFERENT OPTIONS) 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 53 E 53 718" MAX OVERALL Z. GLAZING OPTIONS: (BEE SHEET 3) FLAttt WIDTH MAX OVERALL FIANGF WIDTH 51 7/8• ttAX. UNIT WIDTH 51 7W MAX. UNIT WIDTH 3. CONFIGURATIONS: MV. 47 tote• plAeB DLO 47 1I/16• GLASS DLO 4. DESIGN PRESSURE RATING: (SEE TABLES-SHEET 3) f F — 44EGAME DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300- oi ilr - POSMVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND 78' MAX. GLASS TABLES ASTM E 1300. MAX O 33112` OVERALL OVERAL GLASS FL I G O O SHEETS R FOR ANCHOR DET HEIGHT INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE HEIGHT 65 11 OLD 774 Mkx 1 S. SHUTTERS ARE NOT REQUIRED. UMT HEIGHT 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FO MEETING MAO. AND HgCitl 3r V 3711118^ MAX �.� X GLASS' JAMS. IXE MSH /� G LASS OIDD HEIGHT OLD 8. REFERENCE TEST REPORTS: NCTL2103188-2 , NCTL21D3168.2A, NCTL- 21031883, NCTL 210.3188-38 HEI GHT 9. SERIES I MODEL DESIGNATION SH -8100. 46111 481H8• GLASS DLO 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO Qw GLA88 0L0 STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. ` b WI `SASH ORIEL 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, O - FIXED SASH EQUAL SPLIT 12 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 37' MAX OVERALL 63118' MAX. OVERALL FLANGE WIDTH FLANGE WIDTH FLANGE WIDTH 319118' GLASS OLD 35 314 MAX UNIT WIDTH 51 718' MAX. UNIT WIDTH 51 718' MAX, UNIT WIDTH ` 4711116' GLASS DLO 47 I VIS" GUM DLO 83• MAX 03 6V 63 51Ir OVERALL 2Z MAX I OVERALL FLANGE O GLASS ,' (� FLANGE O t� MAX FLANGE OVERALL CLAS HgdHT 81 3M• DLO O GLA6 HEIGHT 62 Wr HEGHT 621118' DLO UNIT MAX UNIT UNIT HEIGHT 3p' 273HS" HEIGHT HEIGHT MAX X GLA66 24&r T V f!8' 2 15 21• HO GHT DLO MAX. SASH /� X HEIGHT DLO ze,sl,a GLASS DLO T— 46 IIW 45 GLASS CLASS LD E UAL P IT UPDATED PER NEW FBC REQUIREMENT$ 071071D8 60140 SPLIT ORIEL 4 HI SASH ORIEL •p j t TABLE OF CONTENTS GENERAL NOTES It ELEVATIONS .....t ; `�� ,�g T _ SW 44TH AVE ANCHOR SCHEDULE 8 NOTES..... 2 �� ?"�'�� FLORIDA 34474 DP CHARTS It GLAZING DETAIL--3 v .. SECTION VIEWS .... _ ....... » ...................4 NO TES 6 ELEVATIONS - IMPACT t .; ` .1 fir• IN EX TR USI ONS , T� B B. TAIL.. _. »......_......... a 5 d �• -r . ° s; PVC StN E 7172008 INSTALLATION PRONUTARrmroCWMaLV L • �+o - d P t1 s c THE WORWI "ON CONTAWW IN 7MS WVWNM 187H6 SOLE 'L'R�.. -A• NTS MOM �(�'II4T$•1,g$ OM SYSTEMS . M ANY REPROMMMM IN PART OR AS A FL P 112514' �.. .. NIRiTT6D1 PFANdIBBIONOF C09TOM YVB•ID01Y 8Y8T91A9,INC. IS !!!!= T A '1 OF r' BP SS 5 • �' q Ili 0l it1taeP SEE NOTE 2 SEE NOTE 2 8• 4• 4• MAX o.c s° — i2° MAX ITl'P) MAX Q.C. MAX. Q.C. MAX MAX (TYP.) LMX MAX O.C. M46X MAX P) SEE NO 8 SEE NOTE B g" � IT�P} WX m7 � 8' `� (TYPI (NF'I (Ty p) O M AX Q O M ac, Q r �. M/uto.c. . mP) te" _.. MAxO.C. INSTALLATION X X ANC"Oft TYP. X 4 INSTALLATION INSTALLATION ANCHORS TYP. A INSTALLATION NCHORSTYP. ANCHORS TYP. ANCHLAYOLIT- (FLANGE) ANCHOR LAYOUT -(FINI ACUP(MaCKRY T fwoou+i�`OPERU� IsKwga F•OR TS1P.) (6PIXIM FOR M.P.) ANCHOR LAYOUT - (FLANGE) AI�LCHOR LAYOUT •i14JU FRAME 8 tNVf180NRV OPENING) THRU NMUNO FlNIWOOD 16PEC9FOR 67,8 QPJ 18PECM FOR 67,5DPJ NOTES: _ _ 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REWD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1W. USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHUNS ARE NOT ALLOWED. 4.3H(; DLA, ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 U4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 V2" SHALL BE ACHIEVED. b. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3!B" INTO 2 BY WOOD BUCK S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1!2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. UPDATED PER NEW FBC REQUIREMENTS 0 /0 /08 S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. Z 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL + r NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. . � • • -•t, SW 44THAVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIE` r y GALA, FLORIDA 34474 A WOOD - MINIMUM SPECIFIC GRAVITY OF 6-0.42 c r . B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. f - C. MASONRY - STRENGTH CONFORMANCE TO ASTM C GRADE N. TYPE 1 (OR GREATER). _=� a Yti SCH LE NO PROPRETAR ANDt:O�Ftu®imt �. b - •wv o ��•'•. « ' G SINGLE • ADE 71/f2008 TmINFowA4TtoNcoNTAmmtNTmeaRmmmr ,�EsotF- PROPERTY. _yLgp, - ° �- LR4 00; t;" ..— •8100 NITS NO CW5 -15S 1NN2Q/Y SY6TENB.UJC,ANY R(PRODIICIION IN PART OR ASAYIPHOLE yVf�1AU T FL ff.B,:NO. SM14 It , WRrtTEN PER66sm OF cusTcm mmaw 6T6TE6f " c.16 PROMEM v ' A . 2 OF S L• ' • w ` C, C bbl. j, (t �. 0 . r 'ff66�d ' dQ �! A6 •fit t,�, °•t"".'��.• ' . NODULARSIZM JUNIT - WINDOW tR111NT (� WIDTH GLASS 15W TYPB 27112 28112 31 112 3192 78112 41 112 43112 47112 61112 63 58112 58112 83111 68112 67112 71112 74 914 27112 A,B +751 -75 +761 -75 +751 -75 +751 -76 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751.76 +751 -76 +761 -75 +67.51 -67.6 +67.51 -67.5 +6751- 67.6 +87.51 - 674+67.51 -67.5 27112 A.B +751.76 +751 -75 +7S1 -75 ±751 -75 +751 -76 +761 -75 +751 -75 +751 -75 +751 -76 +761 -75 +751 -75 +751-75 +87.51- 67.5 +57.51 - 57.8 +8751 -57.6 +87.51- 87.5 +87.51 -57.5 n14 A,8 +751 -75 +751 -75 +761.76 +751 -75 +751 -75 +761.75 +751.75 +751.75 +751 -76 +751 -75 +151 -75 +761.75 +87.51- 675 +67.51. 874 +6T.6l - 87.5 +07.51- 67.6 +87.51-67.5 31112 A, B +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751.75 +751 -75 +761 -76 +751 -7S +76f -76 +67.51- 675 +67.51 -8T.S +87.51- 67.5 +87.51.87.6 +8741 -67.5 35 1#2 A, B +761 -76 +751.75 +751 -75 +751 -75 -k 75 1- 75 +761 -75 +751 -75 +761 -75 +751 -75 +761 -75 +761 -76 +751 -75 +07.51 -675 +ST.51 -67.8 +67.61 -87,5 +87.51 -874 +67.51 -67.5 38111 A, B +8741 -67.5 +87,51.87.5 +67S1.67.5 +67.51 -87.5 +87.51.67.5 +87.51.67.5 +6751 -67.5 +87.61.67.5 +67.51.67.5 +67.51-875 +87,51 -67.5 +67.51 -87.5 +67.51.87.5 +67.51 -67.5 +6751 -8T.5 +87.51 -67.5 +67.51 -675 41112 A, B +87.6/ -87.5 +87.51 -67.5 +6751 -87.5 +67.51.67.5 +8741 -67.6 +67.61.67.5 +6751 -874 +87.61 -67.5 +87.51•67.5 +67.51 -878 +67.51 -67.6 +07.51- 67.5 +87.51.875 467.51 -67.5 +67.51.87.5 +67.51 -87.5 +07.61 -87.6 47119 A,8 +67.61 -67.5 +87.61 -67,5 +6751 -875 +87,61 -67.6 +8741 -67.5 +67.51 -875 +6751 -675 +87.51 -67.6 +6751 -87.6 +6751 -67.6 +87.51.87.6 +87.61 -67.5 +87.5/ -675 +57.51 -67,8 +6751 -675 +67.51 -67.5 +67.51 -67.5 47112 A,8 +67.51 -07.5 +87.81.67.5 +07 -07.5+67.5f-07.6 +67.51 -87.5 +67.51 -67.5 +67.51 -67.5 +67.51.67.5 +67.81 -67.5 +0751 -67.5 +87.51 -67.5 +67.61 -67.5 +87.51 -87.5 +67.51 -67.5 +6781 -87.5 +8751 -07.5 +67.51 -67.5 61112 A. B +67,51 -67,5 +0751 -67.5 +8757.87.5 +57.51 -87.5 +87.6/•87.5 +6751 -67.5 +67.61 -87.5 +67.51 -67.5 +87.51 -67.5 +47.31-67.6 +87,51 -87.3 +67.b1 -87.5 +67,51 -07.5 +67,51-67.5 +67.51 -67.6 COI6NODI" Mm RIP to wl IsGHT[M Mum GLASS (IN) TYPE 26 90 3!6 ` to 578 a 63 72 76 18116 A.B +751.76 + -75 +751 -76 +751 -75 +761 -75 +6751- 07.5 +87.51 -67.5 26112 A. B +761.75 +751 -75 +751 -75 +751 -75 +751 -76 +67.51- 87.5 +87.5/67.5 37 A.B +751.75 +751 -75 +751 -75 751- TS +7.5!•76 +67.51.67.5 +8781 -87.3 i31f5 A -B +87.01 -674 67.5t -67.6 67.81.67.5 +8751 -875 +8751 -67.6 +875/ -874 +87.5/•87.8 31c OVERALL 91C OVERALL 1Rr ANNEALED GLASS lir TEAVERED GLASS 6 IV AIRSPACE 5116' AIR SPACE - & If" LAMINATED S/18- LAWNATED 1f6- ANNEALED GLASS 1f8° ANNEALED CLASS 3132• DUPONT PV8INTERLAYER 7177 DUPONT PVB INTERLAYER 110• ANNEALED GLASS lIV ANNEALED GLASS NOTE: 1.IF SIZE ARENDED 18 NOT BHOWN,USE NEXT LARGER 8 UPDATED PER NEW FBC REQUIREMENTS 07107MO GLASS TYPE A S3LAS6 TIMES 44TH AVE- " ` 4if - FLORIDA 34474 4 GfJART& GLAZING DETAIL - s' O 71112008 , ' SINGLE ADE PROPMErARYAMCDMM TFE 94F0MM7=C0NtAMD IN THS DRAVOM IS 714E NTS .: CWS -155 V VCM 8YST M9. INC. ANY REPROWClWN IN PART OR AS A FL NO. 62514 wRITTEN PERMISSION OF CUSTOM VMM MY SYSTEMS. M 15 '0 R • F • .y _ •> •._'''�' A ' 3 OF S '� � y .�. -. _ • �sv.. ,w;y, a � •( � ; � -. r UNIT WIDTH— - --y 113 4f 3 1 4 ' i 1 L OVERALL FIANGE WroT►I 1 TYPICAL HOR ONTAL SECTION naTe: �F.Fr 09x01a9 BASH c AWAY r Mew 80,E BHOYVB BASH Mr AWAY IMPACT HOOK SPACING: 1) SILL HOOKS: A) 8' FROM UNIT EDGE TO EDGE OF HOOK. INTEIa R 2) S s l THIRD HOOK IS CENTERED IF UNIT WIDTH 18 GREATER THAN 3r. A) 2•lW FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN BASH IF UNIT WIDTH 18 GREATER ME D IMPACT HOOKS APPLIES THAN 3r. BASH AND FRA HOOKS ARETO ALIGN WITHIN 114'. WHENUNITWiNDOW SIZE EXCEED$ 3r WIDE OE 83' MOH. 9 8 6 I OVERALL 8 UNIT PLANOE HEIGHT HEIGHT / GL ASS TYPE / SEE SHEET 3 1 1 DETAIL A UPDATED PER NEW FSC REQUIREMENTS 07107M 2 I I p 1, ►1 AI T'F WATE FIN FRAME F40TE: ITEMS USED BUT NOT SHOWN FOR CLAKI 4 ORIDA 34474 E- 20,23,25,28,31,37, 4446,47.49- 52,56,83,84,87.89, - . SECTION VIEWS & ALT. FRAME - IMPACT TYPICAL VERTICAL SECTION PRaPRIETARYANO CONUENIHL PVC SI LE HUN ADE 71712008 n- MPBVFW1 T= CDWANtWIN TMDRAWD,9ISnQ$ � L RoB C�+i�il� . �0 NT8 ' 16S VANDOW8Y81fiIA RIC .AWRS-ROOUC,IONINPARTORA9A bi FL P GansI •. "° WWnEN PERWWON OF CUST011 VANOOW 6YSTENB. INO-IS a O. vg.� • A '4 l /ip>!,iiillS� Betas part a Dour{ Ion I I+wI Mab Fr.. sK w , PVC. Head 3.128 7.810 2.160 0 7 1143Q31 Mein a1'., 614 w1Fip., PYG Si FRAME 4 H8D31 1,40 F P Ft Ae. 7"'• H 4 1841031 ktdh a•7., sH wtFlg., wc. .A. a NMI M94L Rei Fxd. 1.647 111 1.647 1 a &1498 RaIM. Fxd.4A.R. 1,847 _ a 8.1 SUN lint FB A/C 9 KIM livid. NO Mee,. R0 3,L la 88028 sahBOSOmfbi,P11C I CORNERWELD n &4488 ReM.aLDRf88R 1.160 -1 13 aa4 W 30h b1deR ad PVC SASH BTM. RAIL -6028 PVC SASH MTG. RAIL-6027 PVC SASH SIDE RAIL -6004 f3 6.14 Reid.S.B.R,18.S,R 14 SWIG 10k. HtL.39*.FXtl., Wk. tE 8-W% 4314 „ PVC FRAME FIN -6026 Ia a wm aft. a&, 314,8mh, l 1.250 17 rMill L,ae, ft, 3W Smh, Vert, 9.125 I 1.387 to 8.800 Som Adopt, w H�6, WC, H_W 1.030 g 5 1.835 19 M1 Salt 2D wC Vert L 2D 84M 6eah f Fief PdC. Vert 1 j— 21 84576 Fr. Cefeh. "sit H6{Jr} z REINF. FIXED MTG. RAIL -1499 v s•16f8 sah CWzlk PVC, aa 2 78 ALUM 8083 T - 8 ad 3 1' PVC SASH STOP -8029 13 6.1804 AVOW 4 PVC FIXED MTG. RAIL -6001 FIXED MEETING RAIL 24 sairecer WAMDTOGETHERWITH L4 P13W Sah Cam PVC OUTERFRAME 2a asm 7 ca 27 83793 Lack k0mcf. Pvc so 11,97a4 K°° �"`' Pvc PVC FRAME FLANGE -6031 ggs 20 P-31115 WeePCorerwlFlap .298 31 133183 ReW Role, FAM 8 2: PUS wafp„0,27px.,H70ackFln8eai. ,571 114 .788 , . Aes .Btu + 31 Palm i!B X almoPh PHSt7B L 4 0 P•37H5 i8 X 0985 Fb PHSVs 1 16' 41 39 Psm+w 9r8X1.MFhFHT8l.Wrd. REINF. SASH MTG. RAIL -1497 i 40 ati1745y9 #6x 0.6U0umdM TKWft REINF. S.S.R./S.S.R. -1498 ALUM 6063 T-6 PVC GLAZING BEAD -6016 42 MW ff8x3WFhR4TW2 FR. HOOK IMPACT (SH SILL) ALUM 6063 T-6 43 P-3sirss N93VFhFH z ALUMINUM 6063 -T6 44 Pma Iseffnessfer, 49N•sm 41 Pam , 41T Hob 45 RUN and Mel Trasea6 °H' 3118• 1 115• 1- -•t -8 47 A 339 Flolti19, vusea W X X 8 48 6P•,- _i{g11�+ P-= P-= 8e1. B11I. Out.. 4B° f8° 2' I.S. I 1 118' 1 1 �. 1 54r 49 P3713 8FLH10a6oNCat ,La6etNFRCTab 4.- ire W16' r,� s- SASH CATCH IMPACT X13 _ sa 8386, La•{NWAi ANCHOR CLIP, 1504 t, an$ Fi W ALUMINUM 6063 -T6 PV CSC REEN SUPPORT - 6014 PVC SCREEN CATCH - 6013 ALUMINUM 6063 -T6 54 4888, Seah �---•— 28118• Is 1 Space {aee aht 3) 115• �I F• 3W UPDATED PER NEW FSC REQUIREMENTS 07/071118 e2 143218 8oreeh ( 9 1 Z o 1ioHc. 63 1 H Serer+ Firm. Vert. T v: IT 8, ' , t • e a, 113324 Scil l Firm Cwm hey rsn; 88 61 ARE NOT USED 914 4t a 9 ♦ t s� a P�1 Iki 0 0*t 18 X 4S Fbmgiaea 9 J ANCHOR CUP AVE. as am BIL 1f4 \ \ � °�� • L"A 34474 a7 screan 11a7ae LAN VIEW OF Pan swam spav, s HMM LUMFr Sat wes wC, �_ .= a • .• e • USION$ / B.O. M: IARPAOT ,n s 1148 Bad = e • ,a PVC SINGLE AO 7/T1 M 11 H4= 6uL viyl wf fbpld One. .380 Hqh 7RmHETAWANDCOaFOENTRL m, C�tO .r o 72 1.3113 59nW SUpprf for WC TW 1WORMAIIONCONTAOSD W I'M am"N31e THS SOLE PROPERIV h NTS ” CWS. 55 W N30W WOTENq, INC. ANY REPROMMI10N IN PART OR AS A MOLE FL. P.FA•4VD. 62814 WRi4TEN PERMISSION OF CIa1TOM WINDOW SYSTF. 4 a4C. PR0H6nW._- - A : SOPS wGy a e., 41 ' Al 91 1 + �;' �" Wi ll Ii'63'kk st4ti w rM EMBEDMENT) 'i (SEEN MA 22 A 3 ON SHt 21 CAULK BETWEEN BUCK aim 114' MAX9WM -• (MIK AND OPENING BY OTHERS (411N. EDGE DIBTJ a , •a . ANCHOR (8EE NO 2 8 3 (MON. EMBEDMENT) � • CLIP N SHT. w °°. • INSTALLATION ANCHOR, CONCRETE(MA80NRY (MIPL EDG E DIST•) ' 4 INSTALLATION ANCHOR. ANC HOR P 4 010 WOOD SCREW IA MA SY.OTHERS a • a 3116• DIN. RY ANCHOR. CUP ♦_ w ;, 6wp • . Pp ♦ P•p • pw bwp.�� • • • 1BYWOODBUCK . Q A . a CCAAUL.Ka BETW t 1ta• a a BY OTHERS w ° wo Q ► �• �♦° A • �+ �w >• �w 6 MIN EMBEDMENT) • •• • ♦ a • . ♦ � a as � e .$ • ' a • a • O , a ; a 213Y SLICK • ' BY OTHERS EXTERIOR FINISH • • • • 4 13Y OTHERS a �± •• a � a 114 MAX SW (6£8 NOTE 2&3 A • a , ON 8I{T: 2) • � ► tX3NCREi'EiMA30NRY PERIMETER a * •4 . ° . BY OTHERS BY INSTALLER 1 BY WOOD SUCK �° • • ° a• ° 4 BYOTH626 6 a WINDOW FRAME • • �► • ° • JAMB PERIMETER CAULK 0 . 0 6 • ° . ° ANCHOR ° ; • 4P SY INSTALLER ' WINDOW FRAMUP • d PERIMETER CAIAK E C 4W ° HEAD 0o BY INSTALLER .. nA INSTALLATWN ANCHOR EXTERIOR FINISH HORI20NiAL SEOTION 3H8• DID. NRY ANCHOR. _HOR SECT" BY OTHERS p T T CUP ANCHOR CAULK BETWEEN BUCK CUP AND OPENING BY OTHERS WINDOW FRAME SILL INSTALLATION ANCHOR, 3M6• DMA. MASONRY ANCHOR. PERIMETER CAULK BY INSTALLER ru4 MAIL SHMd �L (SEE NOTE 2 & 3 EXTERIOR FINISH ON SHT. 2) WINDOW FRAME SY OTHERS A ♦ • . r ' A . ' + SILL •rA.e A.e p,e 'pA. INSTALLATION ANCHOR r A , + - +P �•'•P �. rb sp p p + ors• PERMET m CAULK 3118' [»A MASONRY ANCHOR MIK BY INSTALLER ANCHOR p • A • ar p A . Pre + . r A • e ( EMBEDMENT) CLIP • , A r,..a 114• MAX SHIM •�. + A A . rA • +A o. EXTERIOR FINISH __ _ ___ (SEE NOTE 2 & 3 z � SYOTHERS ONSHT.2) CONCRETEIMASONRY • ° f BY OTHERS M(N EDGE OlBT.) BY WOOD BUCK /BALI ERNATE PRECAST SILL DETAIL UPDATED PER NEW FBC REQUIREMENTS B7/07tD6 P . • • • • i e P BY OTHERS CUP Y) � � • �P•O. P O PP • � 1 P•P P = • P A. i • \'1 ! I /�t ' / ' • •P•• • •• ••, • • • • S ;A 1114• '• ' a •• •'• a .. • s : P •.. • , a . P P . P . , • w •P {MIN EMBEDMENT) , ' &VJ 44Th AVE. • • • • • P • P • . • °. � -' . � " �4{Jj u ;�.. FLORIDA 34474 DONCRETEIMASONRY 21fY r �'y., �' t�° BY OTHERS (Lift EWE DIET) T10 DETAIL W/ CLIPS - T 1 ,'.•y " : PVC SING H ADE 7n12008 /7h VERTICAL SECTION PR"ETARYMOCOLFIDENIW. THE DWOMANnON CONTAOMIN THS DRAM O18 THE SOLE PRomrir O UOtBw 4 8100 NTS CWS - 156 1.Q.7CLIP WA60NRY) ON DOW SYSMO. 63C. /dJ't R RON W 414 PARTORASA lD1. W.=x L+TM FL. P.y . 62814 - `, • v�N Ponassm of cusTomwMNDowBYETB3ss. or- is PRowHrgb;• • e A S OF B Jim MAX DRYWALL , (SEE NOTE Y 8 3 ON SHT. 2) (EMBEDMENT) BY OTHERS 1 8Y WOOD BUCK DRYWALL } i`r ,r�.� OTHEkB 114" MAX SHIM 'a • e+ ' BYO OTHERS BY OTHERS CO •Yt •t•t (SEE NOTE 2 8 3 ON BHT. 2) tiq• •.,. 21l2° BY OTHERS i • i (MIN EDGE =T.) • � •' INSTALLATION ANCHOR. 3118 Q1A. • • 4 H BY INSTALLER CONCR ' ''' . MASONRY SCREW CdNEOPRENE 4 • BY OTHERS yM' BACKED WASHER THRU SCREW . • , ' . • . • i b . :+ . ► : ,y J' • SUPPORT 4 0 • • . BY OTHERS BUCK 2 BY WOOD BUCK AND p 4XNp • ► ► • ► . • s . • , • • • i BY OTHERS ' v • 1.114• _ BY my B SIN EMBEDMENT) 21n • e • W� FRAME , • A INSTALLATION NCH O . MO DIA (MIN. Ewe DST.) • ' . • i • 1 SACKED WANNER THRUBgtEW E NIeH � • • ..A, SUPPORT 1/(s� NC)t'£ 28 3 ON SHT.2) PERIMETER CAULK PERIMETER CAULK � ''. i, . PER AFTER CAULK BY INSTALLER BY INSTALLER BY INSTALLER CAULK UNDER EXTERIOR FINISH EXTERIOR FINISH CAULK BETWEEN SCREW HEAD BY INSTALLERS CAULK BETWEEN SY OTHERS BY OTHERS 13Y SLICK OTHERS OPENING BUCK ANDOPENIN6 � � W F BY OTHERS HORIZONTAL SECTION $HORIZONTAL WOOD) SECTION FRAME(M460NR1T FRAME( INSTALLATION ANCHOR. 3118` CIA. MASONRY SCREW VONEOPRENE CAULK UNDER SCREW BACKED WASHER THRU SCREW SUPPORT HEAD BY INSTALLER WINDOW FRAME INSTALLATION ANCHOR, 3118• DIA. BILL MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT INSTALLATION ANCHOR, 3118° OIA. PERIMETER CAS 114" MAX SHIM MASONRY SCREW.dNEOPRENE BY INSTAL (SEE NOTE 2 8 3 ON BHT: 2) WMNCIOW FRAME BACKED WASHER THRU SCREW SUPPORT SILL Byi) a P . ►' ► ►, r s CAULK UN r P • • P . p� 11Ja• BY SCREW HEAD INSTA HIGH STRENGTH STRUCTURAL ♦ p . ► p : r ► r • ► • ►� r • ► IMIN EMBEDMENT) GROUT BY OTHERS b . �► , ►� . i P ► � P CAULK BY INSTALLER 114• MAX SHIM • ► • b; p �►p tip p • i P (SEE NOTE 2 8 3 EXTERIOR FINISH CONCREfF�MASONRY PAN EDGE DIST.) BY OTHERS .: BY OTHERS [IIlALTERNATE PRECAST BILL DETAIL } 'r ,► ° , SILL STOOL FRAME (M ONRY) A UPDATED PER NEW FOC REQUIREMENTS 107107108 �s �s . BY OTHERS O. •• • b• ► + ►- •$•�,Pb •e. e: ,e e. .e t 111. Ji e • P: �, a +s • • • • . ► • b ► • e e A . USE SOLID WOE e . e . •• ► • • • , b SU PPORT TO MAKE SILL ,�p�` � .+ es.. .►. p •., >� �. ': i • LEVEL BY OTHERS \ "`. SW 44TH AVE • • • - 11r4• � a2•� r 9 . FLORIDA 34474 (MIN EMBEDMENT) 7 • r CONCRETEIMASONRY • ti r `M e " y - ' ` e r _ 1 ALLA N p T L THRU FRAME - BY OTHERS 2 r: ; :'": • : r , �}� r• c> - �,.., st, IN LE H 'ADE ` 717/2008 (MIN. EDGE DIST.) u ' ' •• L 4 VERTICAL SECTION AIOPRIETARYNYD COWMENtf41. f: " �` • n [ - •'.:: •� I, - • za p THE DFORMATMCONTAww DU TM OPAAM 191 - 801E PRCTPEt1T� - �'� a; 6100 NTS ' 156 FRAME Y) NANDOINSY87E464. fNC. ANYREPRODUCTIONINPAPTGRASAXh10L6 F'L�O 4 VAMEN PERINU [ON OF I:IBTOM IMMO W SYSTEM. W- t$ PRp . `,; ' O d ! • A ' 7 OF B �,!3 4 •. r y • ..•• G . • fr� tiff; ; 1t 49 �`` . ' >••;,'l.ri �J b.r. • .fit SHEATHING (NUN EMBEDMENT) BY OTHERS EXTERIOR FINISH -- BY OTHERS; 2 BY WOOD SUCK CA FIN $� 4 BY OTHERS �. WINDOW WRAP a• -INSTALLATION ANCHOR BY INSTALLER 08 W000 SCREW PERIMETER CAULK BY INSTALLER 114° MAX SNUB ISEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK 114' MAX SHIM BY OTHERS (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME HEAD INSTALLATION ANCHOR, f8 WOOD SCREW WINDOW FRAME 1 = JAMB (M�EMBEDMENT) SHEATHING BY OTHERS d • d d• tn• EXTERIOR FINISH WINDOW FRANK? SYOTHERS WINDOW WRAP SILL SY INSTAL.LER CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER CAULK BEHIND FIN 114• MAX SHUN HORI;ONTAL SECTION BY INSTALLER (SEE NOTE 2 8 3 ON SHT. 2) FIN (WOOD) PERIMETER CAULK BY INSTALLER 2 BY WOOD SUCK ..� BY OTHERS •O' rKr UPDATED ER NEW F13C REQUIREMENTS lomm WINDOW WRAP BY INSTALLER '•�'= INSTAl.lA710N ANCHOR. d *a WOOD SCREW EXTERIOR FINISH •' . REPRODW=N IN PART Olt C W SY OTHE'R8 �. ; ' • n `' 1800 SW 44TH AVE. w ~� �.;o�j.a /• o {� CALLA FLORIDA 34474 BHFATHM6 EMBEDMENT) a y :.., °. BY OTHERS ?w•'' y - a' ? 4 s N D Wd0 VERTICAL - Q Y, o . t;c LE ADE 7Al2008 FIN ryYQOD) PROPRBTARTANDCo* •�'• "-=•' °� FROarrm �L4Rbs§ s �w� 100 NTS THEW~ TIONCONrAMINTHSORMMNOISIHE =r o �WB -185 INDOW SYSTEM. MG. NY R AS A NllTNOtn w � FL' P.E.�p Cf A WRITTEN PBgAdffitONOFCU$1'ON WMDOYYSYeYEINS. MD.13 �. e . • i.iR'e. .e _ d •y P �p-,I'rldifBPtClit4tC��l,`T~.e .. SCIS Home Log In User Registration ( Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map ( Unks Search Product Approval y USER: public User Product Aopmyal Menu > Product or Application Search > > A lication Detail «V- FL # FL12248 Application Type New ° Code Version 2007 Application Status Approv Comments I Archived F Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 Ralpli c� Category Windows Subcategory Horizontal Slid r Compliance Method Evalua Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I•¢ 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. Urich, PE Lw Validation Checklist - Hardcopy Received Certificate of Independence FL12248 RD COI EvalReport- HS8200- 73x62Impact- DP75.pddf Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02/05 2002 ASTM E1996 -02/05 2002 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 03/04/2009 Date Validated 03/04/2009 Date Pending FBC Approval 03/11/2009 Date Approved 04/07/2009 mm of Products FL # IMadel, Number or Name Description 12248.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 73" x 62 ", XO or OX. mlts use Installation Instructions Approved for use In HVHZ: Yes FL12248 RO II CWS -399 (HS -8200 Impact 73x62 Approved for use outside HVHZ: Yes 7!5DP). Impact Resistant: Yes FL12248 RO II DuPont SGP NOA 07- 1116- 04.pdf Design Pressure: +60/ -75 FL12248 RO II Mikron NOA 06 -1220 01,pdf Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Verified By: Lucas A. Turner 58201 Impact. Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE Eva I Report- HS8200-73x62Impact- P7 . df Created by Inde endent Third Pa !R: Yes Back ltlext DCA AdminWaabon Lucas A. Turner, P.E., MBA Evaluation Report 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931 - 315 -0049 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 44 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above4i.sted 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- 1220.01 Certification of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interea in any other entity involved in the approval process of this product. : ef • � w =� •� Lucas A. Turner, P.E. FL PE #58201 I PVC IMPACT REQUIREMENT: HORIZONTAL SLIDER ELEVATIQN (LARGE MISSILE IMPACT, 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. CONFKGURATIM-.'O)','XO' UNIT WIDTH 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) 73* OVERALL - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 36 71W - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE MAX. SASH WIDTH AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS lim PRODUCT. SEE MEET 8 FOR ANCHOR DETAIL 4 S. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD A SILL 1 B. REFERENCE TEST REPORTS: NCTL- 210358&1, NCTL- 210.3W8 -1A 64' 8. SERIES / MODEL DESIGNATION HS -8200. OVERALL UNIT S. IX 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 I 85 8/16" 58 9/18" ENGINEER OF RECORD. MAX DG� H SASH 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X . OPERABLE SASH, 0 . FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATONS IN A SIMILAR LOCATION. I 1 32Ztl 328L1� MAX GLASS DLO LO py MAX �jC ` OX C� = IV1/1X SILL LUCAS A. TURNER, FL P.E. NO. NMI ,'tgy�rrltrrtryr' /� �s •,�� sDItE1.y l G��i �owt_.. ,�� p�.y�GfiAI,gF.,��q' WINDOW SYSTEM5 TABLE OF CONTENTS / 0 T, : No 58201 1900 SW 44TH AVE. L ORE! ALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS --I � S = ' ANCHOR SCHEDULE AND NOTES - _ ._. 2 $� : tt: ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC r��: 8TAT6 OF � c DESIGN PRESSURES& GLAZING __.____..3 +y0,�.6 k P � ' 82Q0 ° AAJ 11/8/2008 SECTION VIEWS._ __ __....____.. 4 _ PROPM YA momma. _ ii l•[ p R . 0,• \ C' INSTALLATION E7AILSMATERIALB .N_� x io aF� ar ins. P m TM , � rtS3 �NA ��•HORIZ SLIDER : NTS - 399 399 tOF. 13 Im MAX O.C. (TYPO jr x SEE NOTE 2 $ MAX +(TYP) � fi"1a�t"I 121!2" MAX O.C. I I INSTALLATION ANCHORS TYP. ff 7:7 I 1 I I I I a� ANCHOR LAYOUT - tFL AN6ES naafi wtaae a czm A4PEAm1v1 NOTE: _�- 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. - - 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114•. USE SHIMS WHERE SPACE GREATER THAN 1/13' LS PRESENT 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4, 3118' 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 2112' SHALL BE ACHIEVED. S. 810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8' INTO 2 BY WOOD BUCK. 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OFA CORROSION RESISTANT MATERIAL OR COATING. DISSINUAR MATERIAL MUST BE PROTECTED TO PREVENT REACTIONS. S. 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 ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING LUCAS A TURNER FL P.E NO.6 PROP ERTIES: WOOD - MINIMUM SPECIFIC GRAVITY OF Ga0.42 •��p'.:. �TG�o B. CONCRETE - MUM COMPRESSIVE STRENGTH OF 3,200 PSI. ••� Pg•• t 3 '•.'p S C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). �• Jyp• ti R ••�� WINDOW SfStEAiS INIn1 i l No 58201 1900 SW 44TH AVE. 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. /� *a # i OCALA, FLORIDA 34474 J ( X90 3TATS OF • kt4 nEouFOw�aTwN�nrraw PFWAR AMCO r rrnoacxreroeA • ��S � 0 R � � �- A 1 11812 0 08 a I SYSTE THE �� HORIZ SLIDER NT8 — °CWS•399 r llr 2OF6 I I HECW W"" (Nj GLASS TYPE 17 7/8 291/2 1 31 1/2 351/2 381/2 41 112 431/2 49 511/2 531/2 551/2 591 73 NOTE: 24314 A +801-75 +60/-751+6W-75 +60/ -75 +60 %75 +601-75 +601 -75 +80/ -75 +60 %75 +60 %75 +60/ -75 +60/ -75 +601-75 1. IF SIZE INTENDED IS NOT SHOWN, 271/2 A +60/ -75 +601 -75 +60/ -75 +60/ -75 +60/ -75 +60%75 +801 -75 +60%75 +601 -75 +60 %75 +80 %75 +60 %75 +606-75 USE NEXT LARGER SIZE 291/2 A +60 %75 +601 -75 +601 -75 +60/ -75 +601 -75 +60%75 +60 1-75 +60 %75 +601 -75 +60/ -75 +601 -75 +60 %75 +60/ -75 311/2 A +60/ -75 +60/ -75 +60/ -75 +60/-751+60/-75 +60%75 +60 %75 +60 %75 +601 -75 +60/ -75 1 +60h75 +601-761+601-76 351/2 A +601 -75 +60/ -75 +60/ -75 +60/-761+601-75 +60/-75 +60%75 +601 -75 +601 -75 +60/ -75 +60/ -75 +60 %75 +60/ -75 391/2 A +60 %75 +60/ -75 +60%75 +60/ -75 +60/ -75 +60 %75 +601 -75 +60 %75 +601 -75 +60 %75 +501 -75 +60 %75 +601 -75 411/2 A +801-75 +601 -75 +60%75 +60/ -75 +601 -75 +60 %75 +60/ -75 +60 1-75 +60 %75 +6/-75 +601-75 +60/ -75 +601 -75 43 /2 A +60 %75 +601 -75 +601 -75 +60 %75 +601 -75 +80 %75 +60 %75 +60 %75 +60%75 +60/ -75 +60 %75 +80/ -75 +60%75 47112 A +60(-751+601-75 +601 -75 +601 -75 +801 -75 +60 %75 +60/-751+60/-75 +601 -75 +601 -75 +60/-75T+601-7 O1 -75 511/2 A +60/ -75 +60!»75 +60/ -75 +W/ -75 +601 -75 +601 -75 +60 %75 +601 -75 +601 -75 +W/ -75 +601 -75 +601-75 +60/ -75 54114 A +60/ -75 +60/ -75 +601-75 +601 -75 +M-75 +501 -75 +601 -75 +601 -75 +60%75 +601 -75 +601 -75 +801 -75 +601 -75 62 A +6W -75 +601 -75 +601-75 +60 %75 +60/ -75 +60 %75 4W/ -75 +60/-75 1 +60/-75 1 +6(Y-75 +60/-75 +601 -75 7/r OVERALL INSULATED GLASS 3Rr ANNEALEDQLASS U4° AIR SPACE 7118° LAMINATED 3118° ANNEALEOCIIASS 080 SENTRY ALAS PLUS 3Mr AN NEAI.ED GLASS SWAT M= ORHOTMELTTRUSEAL°H° 13 1/2° 131 Asa SITE 8 LUCAS A. TURNER, FL P.E. NO. WM 1 •• µutinriq •• T� � rnrneactvaEa '�•jGp%.•y�G6Aly�GQ,%� WINDOWSY5fEMS / „ v; No 58101 ; VS 1900 SW 44TH AVE. OCALA+ FLORIDA 34474 DP CHARTS / CM4 AZINt3 DETAIL - LARGE MISSILE IMPACT 5200 AAJ 1118/2008 PROPPoEURVAMOUN E NAL R� Qp��,ts,,t`� EL• TM 9 INC N aaASA PROPERrY wm�n 4'�iSS,�C+ „A' �•��• HORIZ SLIDER NTS _ "CWS -398 PRCKBrIED. III WRMTEN 30F8 OVERALL UNIT WIDTH 1 y 4 1 3 7 9 INTERIOR 8 1 /1 y yp 13 EXTERIOR EXTERIOR INTERIOR 1 1 � 1 6 OVERALL FLANGE WIDTH OVERA OVERALL TYPICAL HORIZONTAL SECTION FLANGE MONT H 1 MOW SHOWS BASHCUT AWAY AY, 1 SEE GLASS TYPE DETAIL SHT. 3 LR 1 1 y y 31 1 • �ICAL SECTION 2 � NOTE. F DUrE CIlT AWAr VEFMCA SECTION LUCAS A TURNER, FL. P.E. NO.5S2D1 NOTES ; j4 ve 22, 28, 3S, 41, •� � J ITEMS • 44TH AVE. SY5TEM5 5% AND 54 ARE USED BUT NOT f — v; Na 5=1 A : 1800 SW 44TH AY OCALA, FLORIDA 34474 OWN FOR CLARITY. tat-pm SECTION VIEWS - LARGE MISSILE IMPACT z9 STATE OF .&J •x ,.�v 8200 AAJ ' 1116!2008 MWORMATION OPAWWM PRCPERrYOFCMOM ��. ��•` �E- HORIZ.SLIDER NT3 CWS•389 V44 MM P ERMISWN OF�CUSTOMM WINDOW H BYSTSM. M I8 PRRCH E WED TMS ,trll lift 11414 ++y,, M. 40F8 e IBM* part vwviw FRAME CORNER 1 FFW m m R., 6 w/F19 31B' CONSTRUCTL 2 H6= ., 8H, w/Rp, we 3 HAM Ht31Y F1'« SK wfit 4 L aRm to r [-23I18' 4 Lion", BKwmpvui Kia. Amm e91 � 1na" 7 HU7 SUR mwL PA w C taj g 211/18' e C 1 6w ahU 1 6lB' 10 M-1493 ROroenent, BuN3kle CORNER WELD 11 12 8•+678 FdW track IW 1 3n (AU SIDES) 13 IIn Y 9 'cm. aM w/ v PVC FRAME FLANGE -6031 PVC SASH MTG. RAIL -6027 PVC SASH SIDE/BTM RAIL -6004 8 cm. A t., C 1 1877 17 P.1804 Mm, wtmm 1 16n8' 19 P-4632 tmk L we 19 PVC 0 FV479 w/ NBM 1n8 x.1 7 16J8" in8" 8 FIXED MEE RAIL Y' w x 0 Bs 9 3H8' L tns" OtffERFRAME FLW48W nxwr Qtmd FWTEK vn' PVC SASH BTM. RAIL -6028 REINF. S.B.RJS.S.R. -1498 REINF. SASH MTG. RAIL -1497 zs 112' ALUMINUM 6063 -TB ALUMINUM 6063 -T6 29 am skw;km 2lAr 30 8eL x S x 2' Low 6 3t 7 pl 8A•7 8" 1 ifir I 7 D V"A -7 A.} cwdnal I 1n8' 11re•� in8" 1 33 P51839 Ax 3W Fh PH7W FbotwW 1Awr 34 P1113 wo eam 1 6 1 1 E 39 #10 x 3$' � + PVC SCREEN CATCH - 6013 C1l LER TRK 1678 HEAVY DUTY MEETING RAIL -1681 PVC SCREEN SUPPORT - 6014 R 3-155 tripaotad^ Ksymwk ALUMINUM 6063 -TO ALUMINUM 6063 -T6 8- 1112 for k 41 tart 3l4` tl4" I»- 42 Pmns Wmfrom 44 3921 SwM3utrer 16nL tn9" 1 r 49 tne' 1— REINF. SASH RAIL -1699 amW i ecra Wria TraBeai, Tn ALUMINUM 6063 -T6 PVC GLAZEBEAD -6064 SCREW SUPPORT 3113 43V LUCAS A. TURNER, FL P.E. NO. 58= 1 t �ORE W:�oy� ry106 At. 0 3nr 00 q� 'l •'. WINDOW SYSTEMS .r No sasol %'A 1800 SW 44TH AVE. 7S" * ; t OCALA, FLORJDA 34474 ;It EXTRUSIONS /B.O.M.- LARGEMISSi EIMPACT STATE OF .4, 8200 : AAJ F T — E-- 11/6!2008 FRAM IMPACT ALUMINUM 06�T61577 SYSTEMS WNTAINED IN ANY w � P� E �SS,O flotil A G�� HORIZ SLIDER NTS : CW338g 5OF8 I BY WOOD BUCK Ile MAX SHIM CAULK BETWEEN BUCK DRYWALL BY BY OTHERS • (SEE NOTE 2 & 3 ON SHT. 2) (MINT EMBEDMENT} AND OPENING BY OTHERS OTHERS ..xr 1/4' MAX SHIM + • , .• +rr �b� (SEENOTE2 &3ONSHT.2 HEAD REW WALL ER K C�IC'1CX�NRY •'+'•• "+'+"'r } HEAD B INSTALLER fi;s;s••s;s CONCAETEIMASONRY BY OTHERS .4 a CAULK UNDER SCREW > r I OTHERS BY ERS BY OTHERS HEAD BY INSTALLER INSTALLATION ANCHOR, 31 18" DIA ' - ` INSTALLATION ANCHOR, CAULK BETWEEN BUCK MASONRY SCREW WlNEOPRENE . • . • 410 WOOD ANCHOR W/ AND OPENING BY OTHERS BACKED WASHER THRU 8CREW 4 & NEOPRET BACKED SUPPORT, ► . WASHER THRU SCREW s SUPPORT. 4 6 � a . • a 2 BY WOOD SUCK . a ► • . • a • •; . r . BY OTHERS .• s :• s ° n p o . ti` DRYWALL BY • a' 4 . JAMB WINDOW FRAM p.• OTHERS .'�,• WINDOW' '+� •, •v • V • i s v 1 BY WOOD BUCK FRAME PERIMETER CAULK �' • �, BY OTHERS JAMB BY INSTALLER CAULK BETWEEN i3Llt2C EXTERIOR FINISH PERIMETERS EXTERK)R FINISH AND OPENING BY OTHERS BY OTHERS EXTERK)FL FNISH BY OTHERS BY OTHERS BY INSTALLER PERIMTER CAULK 114V MAX SHIM HORIZONTAL SECTION HORIZONTAL SECTION BY INSTALLER PEE NOTE 2 & 3 ON S. 2) FRAME (WOOD} FRAME Y) CAULK UNDER SCREW HEAD INSTALLATION ANCHOR, 3M8` DIA. H DUL BY INSTALLER MASONRY SCREW vdMOPRENE RY SCREW RENE BACKED WASHER THRU SCREW BACKED WASHER I.REW INSTALLATION ANCHOR, &I8' DIA SUPPORT. SUPPORT. MASONRY R THRU SCREW WINDOW FRAME SCREX/ HEAD SUPPORT. BY INSTALLER FRAM PERIMETER CAULK 14' MAX SHIM SELL BY INSTALLER (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER EXTERIOR FINISH a • r • • r , r • i SCREW HEAD BYOTHER3 ' ► D . a . p . BY INSTALLER r a • : • . r p r . . • • r a •, • HIGH STRENGTH STRUCTURAL a ` �' ` •D ` p D r a a D a PERIMETER CAULK ALLE GROUT SY OTHERS �• D, r D . • r a • • • r . ► r IM MAX SHIM EXTERIOR FINISH + (SEE NOTE 2 & 3 ON SHT, 2) BY OTHERS • • °• SIL.L.STOOL CONCRET&MA60NRY •�} •: ' ••• BYOTHERS BY OTHERS o . • ♦P .� p .: °e :;e `_ g ,I. DETAIL LUCAS A TU FL. P.E. NO. 6B20f o.. . .4 'o . a . • o . p • p o . . o ♦ s . n USE SOLID WOOD TFRAMEMMON" rSu1nry o s . • • • • p p . • • SUPPORTTO MAKE + +� p p • o • P • o • p A= p • 'p SILL LEVEL, BY OTHERS + +�+ PKDRF. 1 I �� I iii / •p ♦ • • i �• •o� •• • �•o.• >••P� y �,��+ ..•y�GB N.gF ••�.r_po!� WINDOW SYSTEMS o . o• ►• • ♦ • �Ji ••r • � v t No 56201 p% 9800 SW 44TH AVE. COY OCALA FLORIDA 34474 INSTALLATION THRU FRAME DETAIL • LARGE MISSILE IMPACT BY OTHERS % STATE OF • w: + % 0' W" ` 8200 ` AAJ F 11/6/2008 0 NOT VERTICAL SECTION THEUffOF16dA71�ICONiABiE DlAWM019 FROPEIiTYOFtX1STOM �r� pR;O *��,+ DEL: HORMSLIDER 'CWS398 WMM FRAME ( MASONRY) wBRMissu o W w eYS •, tst4n A + +s+ Ea: _ 8 OF 8 9 1 114. - 77 FY oFlIT i CnNgp ECT TO LIANC� WITH ALL c FLGEnA J,C I CTPTE APvD Nc o CO 1rITY �