The URL can be used to link to this page

WS-2-10-199Inspection Number: INSP - 135104 Permit Number: WS -2 -10 -199 Scheduled Inspection Date: June 10, 2010 Inspector: Rodriguez, Jorge Owner: BAILEY, MARY Job Address: 1100 NE 99 Street Project: <NONE> Miami Shores, FL Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments June 09, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180150 Phone: (954)792 -4415 REPLACE 18 IMPACT WINDOWS AND 1 DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 2 of 17 REPLACE 18 IMPACT WINDOWS AND 1 DOOR Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 143944. CREATED AS REINSPECTION FOR INSP- 142284. CREATED AS REINSPECTION FOR INSP- 135105. New wall in family room requires masonry, framing, insulation and drywall inspections. NB Failed VA LETTER ALREADY IN FILE. OK TO FINAL THIS PERMIT. Same comments NB gf) e P IA.90 12. k ®rte Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 145641 Permit Number: WS -2 -10 -199 I Inspection Date: June 09, 2010 Inspector: Rodriguez, Jorge Owner: BAILEY, MARY Job Address: 1100 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments June 10, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180150 Phone: (954)792 -4415 Page 1 of 1 Scheduled Inspection Date: June 08, 2010 Inspector: Rodriguez, Jorge Owner: BAILEY, MARY Job Address: 1100 NE 99 Street Project: <NONE> June 07, 2010 Miami Shores, FL Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 143944 Permit Number: WS -2 -10 -199 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180150 Phone: (954)792 -4415 REPLACE 18 IMPACT WINDOWS AND 1 DOOR Passed Failed Pit Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 142284. CREATED AS REINSPECTION FOR INSP- 135105. New wall in family room requires masonry, framing, insulation and drywall inspections. NB Same comments NB o te)P OA) Page 9 of 20 Inspection Number: INSP- 145007 Permit Number: WS -2 -10 -199 Scheduled Inspection Date: June 03, 2010 Inspector: Bruhn, Norman Owner: BAILEY, MARY Job Address: 1100 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments REPLACE 18 IMPACT WINDOWS AND 1 DOOR June 02, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Fill Cells Columns Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180150 Phone: (954)792 -4415 Page 28 of 39 THRESHOLD /SPECIAL INSPECTION REPORT * Revised 5/19/2010 PROJECT: Bailey Residence * CLIENT: Florida Home Improvement Associates CONTRACTOR: INSPECTION TYPE: Special PROJECT LOCATION: 1100 NE 99th Street DISPOSITION / RESULTS: MEMBERS / AREAS INSPECTED: Inspected the installation of new masonry knee walls, 4 x 6 mullions and window header including windows at enclosed porch. GENERAL NOTES: Miami Shores, FL All work performed per approved plans and Florida building code. �IS +o k- +0 U ii for a e ? o Jal Se Q- )S -2 -I0 EGO DAY: Tuesday DATE: 4/6/2010 PERMIT #: TRACKING #: 2101945 Respectfully sut»iItted, Spe¢lalty Er,�jineering on,sul €ants, Inc. D. LeBlanc, PE St teof FL Registered Professional Engineer #0035683 Registered Special Inspector #1177 Bailey Residence 1100 NE 99th St Miami Shores 040610 masonry knee walls, mullions and window header SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach PERFORMED BY: Kurt Johnson U- 95 q-(12- yyIS eic 5samtvisiil MAY 2 5 20i0 gill IIY: 1 vi ( d tvir DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561- 752 -5440 • Fax: 561- 752 -5542 THRESHOLD /SPECIAL INSPECTION REPORT * Revised 5/19/2010 PROJECT: Bailey Residence * SPECIALTY ENGINEERING CONSULTANTS, Inc. DAY: Tuesday CLIENT: Florida Home Improvement Associates DATE: 4/6/2010 CONTRACTOR: PERMIT #: INSPECTION TYPE: Special TRACKING #: 2101945 PROJECT LOCATION: 1100 NE 99th Street PERFORMED BY: Kurt Johnson Miami Shores, FL MEMBERS / AREAS INSPECTED: Inspected the installation of new masonry knee walls, 4 x 6 mullions and window header including windows at enclosed porch. DISPOSITION / RESULTS: All work performed per approved plans and Florida building code. GENERAL NOTES: Respectfully submitted, Specie nearing Consultants, Inc. - D. LeBlanc, PE State of FI. Registered Professional Engineer #0035683 Registered- Special Inspector #1177 Bailey Residence 1100 NE 99th St Miami Shores 040610 masonry knee walls, mullions and window header Dade • Broward • Palm Beach DISTRIBUTION COPY: 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561- 752 -5440 • Fax: 561- 752 -5542 Miami Shores Village BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Buildin i Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Tit o er) � '1 ?JK 12°- b 4 2/k 'hone # - 31 Owner's Address d 10 O Ort, C1 S r City h. t c _i\JJJ PQ.S State , Tenant/Lessee Name City Job Address (where the work is being done) \\ 100 t5 9 9 S-r Miami Shores Villa a County Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 s - Buildi n YES NO Contractor's Company Name k. • U � 01/4.) at Contractor's Address / Nb70 Sc.�a by Z."9- City l� Lt J (Q O c State Qualifier � p Q L , Kr�� 'vv C Q1t $ Value of Work For this Permit C ly Submittal Fee $ m AID ) Notary $ "4eA11 Scanning $ • l' /� Training/Education Fee $ 1 ' IJIJ Radon $ Zip .3 6l Phone # ami -Dade Zip `3132) Zip 7)33 12 Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ C' Ur • V (Continued on opposite side) Permit No.WS 0 — H 9 Master Permit No. Phone # q 54192 Lt 5 y 2-4 Architect/Engineer's Name (if applicable) bt.i. G T3®c )C‹1 t2 Phone # s( Ql -) Q;Z. H Square Footage Of Work: Type of Work: Fltddition ❑Altte ❑New DRepair/Replace , ❑ Demolition Describe Work: V Z C� �{ p L� \ . 1 L 3E � Permit Fee $ CCF $ 00 Technology Fee $ 2 Bond $ vrA rte FW 0 9 j Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection wii t b approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this 5 day of , 20 Qa , by v c'1 4 ?) t l‘ e. who is personally known to me or who has produced As identifi ;3'on and who did take an o NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. APPLICATION APPROVED BY: Chc 10/14/03 (Certificate of Competency Holder) c )-1(-/O Contractor The foregoing instrument was acknowledged before me this S day of . , 20 L v, by GlC%l.(ti.LO I.6U (uo i is personally known to me or who has produced as identificat • and who did tak Mp C. 010° �N Q�go'g R St ga. • G pe� soto PUBLIC: Print: My Commission ***************** * * * ** * * * * * * * * * * * * *- *,y- .. -. '�'!'r * * * * * * * * * * * * * * * * * * ** Certificate of Competency No. Plans Examiner Engineer Zoning Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,742 Lot Size: 9,360 SQ FT Year Built: 1948 Legal Description: REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 6 BLK 179 LOT SIZE IRREGULAR OR 20669- 3206 09 2002 4 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $133,790 $50,000/ $133,607 County: $50,000/ $133,790 $50,000/ $133,607 City: $50,000/ 8133 $50,000/ $133,607 School Board: $25,000/ $158,790 $25,000/ $158,607 Folio No.: 11- 3205 - 018 -0150 Property: 1100 NE 99 ST Mailing Address: JAMES H BAILEY &W MARY & LISA B BAILEY P O BOX 530891 MIAMI SHORES FL 33153- Sale Date: 9/2002 Sale Amount: $0 Sale 0/R: _ Sales Qualification Description: Sales which are disqualified as a result of examination of the deed View Additional Sales Year: 2009 2008 Land Value: $164,926 240,682 Buildin. Value: $195,288 273,055 Market Value: $360 214 ssessed Value: $183,790 183,607 Year: 2009 2008 Homestead: $25,000 $25,000 I 2nd Homestead: YES YES Property Information Map ffi Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2007 This map was created on 11/17/2009 11:49:37 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 0 111 ft Summary Details: ProDertv Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Page 1 of 1 http: / /gisims2.miamidade.gov /myhome /printmap.asp ?mapurl = http: / /gisims2.miamidade. g... 11/17/2009 0 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): City Ut ryt;v States Tenant/Lessee Name Job Address (where the work is being done) 1 k 0 0 i.. S S T $ Value of Work For this Type of Work: Describe Work: Sub Notary $ Scanning $ Code Enforcement $ (Continued on opposite side) Total Fee Now Due $ t Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Structural Plan Review. $ Zip 3 3 L 'Jg-, Phone # CCF $ Permit No. Master Permit No3,.ut -2 - I 0 - A °► Mechanical Owner's Name (Fee Simple Titleholder)M c?(- `�� Phone # 1174- r &I d Owner's Address t 1 00 Pe; G'1 5 t City Miami Shores Village County Miami -Dade Zip 3 313 Is Building Historically Designated YES NO I Contractor's Company Name '�L . 4.1o, -t , Contrac Address { O1 O L.&-o 3 0 `�� ^ Q Cit O t t.JO0 State Zip 7 533 12- Qualifier ) Q b-S 090 r Phone# �S�11G2��-I Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: * * * * * * **x * * * * * * * * * *** * * * * * ** F ees * * * * * * * * * * **x * * * * * * * * * * * * * * * ** ❑ Demolition Permit Fee $ Training/Education Fee $ Technology Fee $ Radon $ Bond $ .,k,R 0 3AN �` BYe .a.9o "- Roofing Bonding Company's Name (if applicable) Bonding Company's Address City State . Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature f f, er or Agent The foregoing instrument was acknowledged before me this c? day of 0 20 j, by 0.ANct . ` who is personally known to me or who has produced Chc 10/14/03 dpi As id- i u fication and who did Zip Contractor The fore oing instrument was acknowledged before me this a day of 20 l °, by -1 ,9Du fwd.( , who is personally known to me or who has produced as iden cation and who did NOTARY PUBLIC: �, ® #O pe°r 2 o � $T►�TARY PUBLIC: Sign: �y \8`�Z t Z3. Sign: Print::: M Es a�`� Print: My Commission Expires: My Commissi (Certificate of Competency Holder) State Certificate or Registration No. C (-O cp V S C) Certificate of Competency No. * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: �� J��1yQ Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. � - 19 g TAX FOLIO 6a65 " ©1g - o )J° STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of props street/address' t [ ev ?L e �– e% 2. Description of improvement: W i f\,i Q)S r 1NDVCS 9. Expiration date of this Notice of Commencement: Sign N. By 123.01 -52 PAGE 1/07 of Owners) l lll11111llh1111 •lllII I11IIIlllll CFN 2010R0103888 OR Bk 27184 Ps 0049; tips) RECORDED 02/16/2010 13 :33:02 HARVEY RUVINI CLERK OF COURT MIAMI —DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office S � flr fa k_01 C o ?Av., 1 3. Owner(s) name and address: .r : L ti•► l • — tdU '' , Interest in property: ©L4-) \0-4 Name and address of fee simple titleholder 4. Contractor's name, address and phone number. Florida Home - improvement Associates -FHA 4070 SW 30th Avenue, Hollywood, Florida 333T2 (954) 792 -4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other d ..' uments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a cop, of the trenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number the expiration date Is 1 ;'ear 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 RECORD! YOUR NOTICE OF COMMENCEMENT- Sign ; y'f •) o • wne s) ' I / � s - utho � ":d I cer/Director/Partner/Manager N. By ��[. LI' r, By Li .P.A.-:? \ Print N I: l ji2 7 / Print Name 1 4 ® !,.� ,‘ Title/Office Title/Office el ?dt7., -, 3130 STATE OF FLORIDA / The COUNTY OF MIAMI The e� av > 6 foregoing instrument was acknowledged before me this day of s)' fr uthoriS D2O / ofiCix it sn Q& By ❑ Individually, or ❑ as for ❑ Personally known, or ID produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the fact stated in it are true, to the best of my knowledge and belief. Officer /Director/Partner/Mgn b?. s 1 HEREBY E3Y CERT Cfi !Y ! 15dv! Pi? By D.C. 4., -r 4,14 CLERX Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Type of Work: REPLACE WINDOWS& DOOR No of Openings: 19 Additional Info: BUILDING Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $18.00 $6.00 $900.00 $18.00 $24.00 $966.00 Expiration: 08/11/2010 Parcel Number Applicant 1100 NE 99 ST MIAMI SHORES FL 33138 -2641 Contractor(s) FLORIDA HOME IMPROVEMENT Phone Cell Phone (954)792 - 4415 Invoice # Total Amt Paid Amt Due WS -2 -10 -37014 $ 966.00 $ 50.00 WS -2 -10 -37014 $ 966.00 $ 966.00 $ 0.00 Check #: 3979 Valuation: Total Sq Feet: $ 30,000.00 0 For Inspections please call: (305)762-4949 Available Inspections: Shutter Attachment Inspection Type: Window Door Attachment Final Shutters Final In consideration of the issuance to me of this permit, I agree to 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. 1 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 information 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy February 17, 2010 February 17, 2010 Date 1 Permit No: 10-19 Job Name , 2010 Norman Bruhn CBO 305-795-2204 Building Critique Sheet Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 C A ) Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided shet- ts in the re-submittal drawings. 03/19/2010 17:19 FAX 1 800 685 7530 • DATA SCAN FIELD SERVICES Permit No: 10 - Job Name e , 2010 l I /ffr- narek4.4.c cp Norman Bruhn CB© 305- 795 -2204 \Q- Building Critique Sheet �aml ho °e s slugs wilding Depa _ meat 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 - 4q 7 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided she«: is in the re- submittal drawings. X 001 /001 PERMIT #: Iq- From the building department on this date in order to have co; ections done to plans And /or get County stamps. I uncle and that the plans ; - to be brought back to Miami Shores Village Building Dee: Ai t• continue pev "fitting process. RECEIPT DATE: /20 1 1, tA;LJ J ) LE, ❑ Contractor ❑ Owner T.3 ❑ Architect � 1 Picked up 2 sets of plans and (other) (1 M 6 c4 COrzArictaT1o\-) Address: Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 6) 2S 12z 0 PERMIT CLERK INITIAL: M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -/W Job Name ,2010 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet M iami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 14 e¢eit- Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 03/19/2010 17:19 FAX 1 800 685 7530 Permit No: 10 -ee, Job Name , 2010 DATA SCAN FIELD SERVICES TRANSMISSION OK * * * * * * * ** * * * * * * * * * * ** s** TX REPORT * ** TX /R% NO 4781 RECIPIENT ADDRESS 919547927977 DESTINATION ID ST. TIME 03/19 17:19 TIME USE 00'25 PAGES SENT 1 RESULT OK Building Critique Sheet Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 I'e` /i f,2. anir40,4.4 a ,. l7j 001 .11.,_■■01 Mark Type W H 1 2LR window 72.9 49.5 2 2LR window 35.9 37.3 3 PW window 36 61.8 4 PW window 51.3 61.8 5 PW window 36 61.8 6 2LR window 72.9 49.5 7 2LR window 72.9 49.5 8 2LR window 35.9 37.4 9 2LR window 35 58.5 10 2LR window 35 58.5 11 SGD 73.5 78 12 2LR window 35 58.5 13 2LR window 35 58.5 14 2LR window 35.9 37.3 15 3LR window 110 49.5 16 2LR window 35.9 49.5 17 2LR window 35.9 49.5 18 2LR window 35.9 49.5 19 2LR window 72.9 49.5 20 1x4 Ai. tube 44 61.8 21 1x4 Al. tube 44 61.8 Lisa Bailey 1100 NE 99 Street Miami Shores, FL 2/4/2010 U' Q \\ 't pecialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 i I ' f AIM • •••• •••i. ... • sin avirmilialligiali Fri= wan t..•... +w11.w111111. - _ Ma • • Change out • • . .. . • • • and � OIR' 18 1 doors 1� ? no size modifications MIN • • .. • • I • • • 1 r1 S 1 M: I Il il r ■!! ± ` a ov'I ■ Elcniimillill z In =MAI 11��i I al■l.e 1 i INir 1!!!■ ■■ ■■ ■ iMI .1111M ■ 3 I■ EMI. BM 7 r ��' J of 3 tra. j 1i. I or I 1 A4 / �I tia Co 1 f_17 ,, 4 ill -t- 4 ear, ■e.4+- utnj7 6 ;3' 6 ' 7Ark451761W _xis, -- - - - HullNntu41.1, F4 33112 Mark Type W H 1 2LR window 72.9 49.5 2 2LR window 35.9 37.3 3 PW window 36 61.8 4 PW window 51.3 61.8 5 PW window 36 61.8 6 2LR window 72.9 49.5 7 2LR window 72.9 49.5 8 2LR window 35.9 37.4 9 2LR window 35 58.5 10 2LR window 35 58.5 11 SGD 73.5 78 12 2LR window 35 58.5 13 2LR window 35 58.5 14 2LR window 35.9 37.3 15 3LR window 110 49.5 16 2LR window 35.9 49.5 17 2LR window 35.9 49.5 18 2LR window 35.9 49.5 19 2LR window 72.9 49.5 20 1x4 Ai. tube 44 61.8 21 1x4 Al. tube 44 61.8 Lisa Bailey 1100 NE 99 Street Miami Shores, FL 2/4/2010 U' Q \\ 't pecialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 • ;MARK ! ��ndoW• • : /Door Wl • ,,p :muU ,;.gy • • • • WiD • TiH • (in)' • • HEIGHT (in) Window /door replaced? (y /n) Product Approval # Allowable pressure see NOA Req'd Wind Pressure, see talc's Shutter required? (y /n) Product rated for impact? (y /n) Comments ( +) psf ( -) psf ( +) psf (-) psf 1 22.R window : • 7Z.It 49.5 y FL 7067.1 60 60 44.0 48.0 n y Bedroom #1, XO 2 ' 3 2LR window W .1' window ;5.Q75 • 86 37.25 61.75 y y FL 12248.1 FL 5859.2 60 67.5 75 67.5 46.5 44.9 50.4 48.9 n n y y bath, XO Living room • 4 VW wlhdow • • %V'2A 61.75 y FL 5859.2 67.5 67.5 44.3 48.3 n y Living room • 5 TV/ Qu j1dow _ • • Se., 61.75 y FL 5859.2 67.5 67.5 44.9 48.9 n y Living room • 6 • eitlitwindow • 12.875 49.5 y FL 7067.1 60 60 44.0 48.0 n y dining room, XO 7 2IiR window • • iaa7.6 49.5 y FL 7067.1 60 60 44.0 48.0 n y dining room, XO 8 2LR window , • 344 37.375 y FL 7067.1 60 60 46.5 50.4 n y Kitchen, XO 9 • 2LRytdow _ ;5. 58.5 y FL 7067.3 60 60 45.1 49.1 n y Family room, OX 10 2LR window • • 35.• 58.5 y FL 7067.3 60 60 45.1 49.1 n y Family room, OX • 11 • •' • StaD - 73.5 78. y FL 7858.1 60 60 44.4 48.5 n y Family room, OX 12 2!It window 35. 58.5 y FL 7067.3 60 60 45.1 49.1 n y Family room, OX 13 2LR window 35. 58.5 y FL 7067.3 60 60 45.1 49.1 n y Family room, OX 14 2LR window 35.875 37.25 y FL 12248.1 60 75 46.5 50.4 n y bath, XO 15 3LR window 109.875 49.5 y FL 7067.2 60 60 42.7 55.5 n y Bedroom #2, XOX 16 2LR window 35.875 49.5 y FL 7067.1 60 60 45.2 60.0 n y Bedroom #2, OX 17 2LR window 35.875 49.5 y FL 7067.1 60 60 45.2 49.2 n y Bedroom #2, XO 18 2LR window 35.875 49.5 y FL 7067.1 60 60 45.2 60.0 n y Bedroom #1, XO 19 2LR window 72.875 49.5 y FL 7067.1 60 60 44.0 48.0 n y Bedroom #1, OX 20 1x4 Al. tube 44. 61.75 y FL 9520.2 67.5 67.5 44.6 48.6 n y see windows 3-4 21 1x4 AI. tube 44. 61.75 y FL 9520.2 67.5 67.5 44.6 48.6 n y see windows 4 -5 NOTES 1 Replace existing doors or windows as designated with new doors w/ current Miami -Dade product approval or State of Florida product approval 2 No change in rough opening se(s) were made. The existing opening is not to be modified. 3 All door frames to be attached through existing wood bucks with a 3/16" diameter'Tapcon" screws minimum embedment into the concrete/masonry shall be not less than 1 -1/4 ". Quantity and spacing of fasteners shall be in accordance with the NOA and/or manufacturer's specifications. 4 Shutters or impact resistance is required in accordance with the "Existing Building Florida Building Code" section 507.3, "area replaced is greater than 25% of total aggregate area ". 5 Wind design pressures are calculated in accordance with ASCE 7 -05, Method 2, see attached calculations. 6 We have attempted to accurately depict the field conditions based on information submitted by others. This information may be lacking but we respectfully submit that this does not impact our calculations. If there is a substantial difference, then notify this engineer for a revised plan/calculations. • • • • • • • •• •• • • •••• • • • Home Owner Lisa Bailey Address 1100 NE 99 Street Location Miami Shores, FL Date 2/4/2010 ••. • Contractor Florida Home Improvements 4070 SW 30 Ave Hollywood, FL 33312 Specialty Engineelrinct Consultants, Inc. 7_05 C &C _HVHZ Bailey _ 7864576187.xls 2 of 3 pecialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 2 • O • • •• • • • • • Zone4 Unbreached Zone5 Unbreached lie • • Opening • • Mark• • • • • • • widthr(in) height (in) Effective Area of component (ft 2) GCp (positive, 4&5) GCp (negative, 4) GCp (negative, 5) P positive P negative P positive P negative • ' • • • 49.5 25.1 0.94 -1.04 - 1.29 44.0 -48.0 2 35.9 37.3 9.3 1.00 -1.10 - 1.40 46.5 -50.4 •' el-, • • • • 0 36$0 61.8 15.4 0.96 -1.06 - 1.33 44.9 -48.9 • ; 0400 x••51.3 61.8 22.0 0.95 -1.05 - 1.30 44.3 -48.3 • 5 • '.D 61.8 15.4 0.96 -1.06 - 1.33 44.9 -48.9 • • • b • •••0742.9 49.5 25.1 0.94 -1.04 - 1.29 44.0 -48.0 " • 7 " •; • 07L.9 49.5 25.1 0.94 -1.04 - 1.29 44.0 -48.0 . . a • • 1 % 4 ' 34 37.4 9.3 1.00 -1.10 - 1.40 46.5 -50.4 • • 9 • 35.0 58.5 14.2 0.96 -1.07 -1.34 45.1 -49.1 • 15 • • 35.0 58.5 14.2 0.96 -1.07 -1.34 45.1 -49.1 11 38.0 78.0 20.6 0.95 -1.05 - 1.31 44.4 -48.5 12 35.0 58.5 14.2 0.96 -1.07 -1.34 45.1 -49.1 13 35.0 58.5 14.2 0.96 -1.07 -1.34 45.1 -49.1 14 35.9 37.3 9.3 1.00 -1.10 - 1.40 46.5 -50.4 15 109.9 49.5 37.8 0.91 -1.01 -1.23 42.7 -55.5 16 35.9 49.5 12.3 0.97 -1.07 -1.34 45.2 -60.0 17 35.9 49.5 12.3 0.97 -1.07 -1.34 45.2 -49.2 18 35.9 49.5 12.3 0.97 -1.07 -1.34 45.2 -60.0 19 72.9 49.5 25.1 0.94 -1.04 - 1.29 44.0 -48.0 20 44.0 61.8 18.9 0.95 -1.05 - 1.32 44.6 -48.6 21 44.0 61.8 18.9 0.95 -1.05 - 1.32 44.6 -48.6 • • • 0000 • • • ••0• ••• • • •• • 0000 • • • • • 0000 Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7-05 w/ mean roof height < 60 ft Home Owner Address Location Date • .•• V (mph) Building Category Exposure Length of Building (ft) Width of Building (ft) Mean Roof height (ft) Kz Kd Kzt pitch of roof theta 8h (pst) GCpi al a2 a3 a Lisa Bailey 1100 NE 99 Street Miami Shores, FL 2/4/2010 146 Wind speed Fig 6-1b, pg 35 1.0 Importance Factor, page 77 I1 Table 1 -1 pg 3 C 6.5.6.6, page 25 -26 62 47 15 0.85 Table 6-3, note 2, pg 79 0.85 Table 6-6 pg 80 1 6.5.7.1, page 26 4/12 18.4 degrees 18.4 degrees 1.0 Reduction factor for slope of roof 39.37 Velocity Wind Pressure @ mean roof height 0.18 -0.18 0.55 4.70 10% of width 1 6.20 10% of width 2 6 0.4'mean roof height 4.70 End Zone distance Contractor Florida Home Improvements 4070 SW 30 Ave Hollywood, FL 33312 -0.55 7_05_C &C _HVHZ Bailey_7864576187.xls 3 of 3 Specialty Engineering Consultants, Inc. P ,= q hiGCp - GCp I) pecialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 ' Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 -,i ■■ ■11■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■11=101■■■■■■■■■■■■■■■E■ MIIIMINIMMININE ■.■...■.■.■..■■..■■ IMAM ■awA- A■... ■IIIU M■■.....■ 111111111111111111111111111111119411111:01111 •■••■■•■••■•■..■..... C�II►' T� lil..nl1[.007.1•■■■ ■.■■■iw ° ..■■■.■■.....■....■■.■. t ui ■..v...■• NLsi IIIOhIIHhIIIIlihIiIIII!II!A1IIUhIIUIIIii .■ ■...LIMItlirn :1[oliRlill:LS' •V4•• INVAMMIUMMIIMIKIIIIMMIUMMIMIll '■ ■....11C1�.M1!!iil'�1�.. i 1..L. ■...�LILI.1 \ ■ .■..■ ■.■ INI • MIONIV[7��L1■ ■. �..01■11i ' 1 a �'.:41S 11A� !AMU ; BUM 11�L�� ii....r.r..ir'. ..111RME ■■ IC2I 1111M • II.rtivila IEWIN evra ll...■■. ■.MIN■ ■■.f•.. ■..1MIIiIKOM %Z. ■R.LSEA.LA.MP IM11M.■■..■...■■•■. .........r S7�.ls .ar _41111CMC `. ILIA &' ' VII IIIIMM ■.■...■!■ ■....v►11.■. /A lummiritiamm �1.S;i�ili5ii.' ii&ALV1O..1•■■■..■. ■1•. ......... ate✓ J. �u�J.■ DMILA[ /..Ii.a■.'■...■■■..■..■ ■ ......�1•!ia"dL..... . ■L_.rLL RI it•f.MINIM ... ■ ■..■■ ,......11 imir oiiimiirkm li ll■ IWAIMM illi 1L.,■■UNIZ'AIIIII...■■ • ■ ■.R..■ MINA■. ..■.■■'.IL..IA 12.1■il■lii.■■..MINIMI ■ ■G i�i�s■ �e�1 ►t"�1,ta... ■!^��.ILIIG�1Ii ►.'�I1l.LLIO..n.......�i1r! WRIIIR �l■ 5 Ir 11 12PL MMIIII. ll'all 1' uu■ ILrI► io<m)ll \.L ■..........�':11r'. itlLMl7J1J■.r■.■.... OIMME . iii: lEtAME \IIIIMI .. ■..■. ■.■■ILMII • ■ IC f�'' 1��21■....... i........ i /��filiilli� ..............1* ■:. I1Fia WAIN ■....■■> MR.■■ R■■■ ■iCIiii?i!!CEM...il ■ ■...■■■.aZiZ ■ !1[W ",?I�! 11 ■■.■.■.. rim .■..►.71lf�R'L.. ■.......aI.1 \� ■ iirara..E .l to.■.... ■ ■ ■■ ■.■a....■;■ ■.■.■■IIR[euil■. II \\■ ■■■!! ■.MIIMI WEIVIL1■ MIME A^\ rlii. r... ..' ■■.■.■■■■■....' ■ ■.■.■■■taxam 1 ■ 111E4 117 .■■■.• I•!E. ■... ■■ ■ ■... ■■. ■R....IIMAFi Mi • iiiiiii iiIiIIIIIIIUIIIIUIUhIIIINIflhIiiuIIi I Ii1.' i■► r■■ 11�II .■i■■al■.l■ilt■■.■.■.i;��1� musi.■..■....■■■.■■■■1. N - movei... imoR. i•.....■■ . ■■Ir"i..lr. _ ■■.■.■.■■...■ ■■■ L!�1111U071 ■....■. ■.■..■■.■■.S MINi1...■.■■.■■..■. ■RI. ■ R M11 111111 11111 1■■■■■■■■■■■■■■■I■■■!1IIIII1il1 •� ■■■■■■ ■■■■■■■■■■■■`� RJ■ T11■�'tl,i1<i ■....... ■ %1 �J!. mittmommmmmmiimiimamwwwmammmommmmmmommmmmmmmaimirimwmmokim ■ IMMUMM ■UMMM..Sia7.■...1.LUMWAM! Ail ■■.■.ISMMMA Ct11ti . ■ ui=mas . atii t..■ f ■.W ■.. ••umm■ic ammmess■.■..■■■■..4w • MOWZIWIMINUMMMWMUMMWMWrimmmilmmummIMEMMIMIMMIEWMNWO ■ ■....■■■...■.■■■..■ ■■■ir....■M...■.■■. ' vwva M ■r..■■■.■■■.■■■■1ommo■■il.l.■ lit wmmA -7■...■..IrliilVlt om ■ ki.■■..■.us.e.el mr> mummrya:ma■kwwoimam ■.■.■■■m■.■.0 m ■i....sas�si.■ms.�.mimmm■■im■rs. -- ■.w�e�a■...■c�m ■..■ ■�. ■t ..■■■Irs u,�.Dats ■s..�ao■.wl!��,�. EMIl ■■■..IN�. ..■.c,�■ . r.■■■EAl�iiWM A i. M � IIIIM* .5'!�.M MAIal.<ir s■....■E■ ..il:!■.aJ■..■...IlO WMMEIT U iiQUANW.■.■..MI..■.ZIO■ ., mmmilim4iiiiii ■MIA Tdii■ i■..■....■... MIlmu �i►�� mmommm 91 ... A.lil■WWWw i1®U■■.■■.■■.■■.O.Rt MPMM l.■ ■... Immo 3 6 4q ; wAa ;. aiiiai� °iiiiiii ■:•• FL �6�1 :. . �3 xKq rLg2 zi_vi G ) . FL 1-©61.1 lx3 i-(�I Florida Building Code Online IINEMIEMEDEMIREli PestittLI Bus Horne I Log In 1 User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications Product Approval USER: Public User product Aooroval Menu > product or Aooiication Search > Aoallcation List > A • • I!cation Detail FL # Application Type Code Version. Application Status Comments Archived Product Manufacturer Address /Phone /Emall Authorized Signature Technical Representative Address /Phone / Emall Quality Assurance Representative Address /Phone / Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida l wense• • • • • • • • • • • • • • • (;uality Ssu r pity: • to • • • Qutility P stfiaire• iatnct'Expiration Date Validated By • ••• •• • ••• • • • • • • • • • • • Certificate of Indeeerideacai • • • •• • • • • • • • • • • • • • Referenced Standard and Year. (of Standard) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • .• •• •• ••• • • • ••• • • FL5859 -R3 Revision 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre miafevre @cws.cc Michael LaFevre ## •1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Wlhdow Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc rage 1 or 2, Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r? Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urlch, PE L Validation Checklist - Hardcopy Received FL5859 R3 COI 510488A (Eval Rep PW -8300 Impact).pdf Standard AAMA/ 101 /I. S.2/A440 -05 ASTM E1886 -02 ASTM E1996 -02 Year 2005 2002 2002 Summary of Products F Model, Number or Name 1 'gum �� 585 � 9.1 8300 Vinyl Fixed _sr 8300 Vinyl Fixed Impact Window. L s of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, 76" x 62 °, DP = +/- 67.5 psf (Impact w /heat strengthened glass, SGP). Large Missile, 48" x 72 ", DP = +1- 55 psf (Impact w/ annealed glass, PVB) Insta a - o - - -- -- +- - - FL5859 R3 II CWS -159A (PW -8300 Impact.).pdf FL5859 R3 II DuPont PVB NQA 05 -1208 02.pdf FL5859 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL5859 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5859 R3 AE 510488A (Eval Rep PW -8300 Impact).pdf Created by Independent Third Party: Yes 5859.2 IIPW -8300 Vinyl Fixed HVHZ: Yes HVHZ: Yes -67.5 72" x 76 ", DP = +/- 67.5 psf glass, SGP). PW -8300 Vinyl Fixed Impact Window. Installation Instructions FL5859 R3 II CWS -337 (PW -8300 Impact 72x76).pdf Limits of Use Approved for use In Approved for use outside Impact Resistant: Yes Design Pressure: +67.5/ Other: Large Missile, (Impact w/ heat strengthened FL5859 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL5859 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5859 R3 AE 510870 (Eval Rep PW -8300 Impact 72x76).pdf Created by Independent Third Party: Yes i 1onda Building Lode Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved PA/TAS 201/202/203 1994 12/19/2008 01/05/2009 01/09/2009 02/03/2009 •• ••• • • . • • • • • • • . • • • • • • • •• ••• •• • • • •• • ••• •• • •• • • • ••.E • • • ••• • • • . • • • • . .• • • • • • • • • • • • • • ••• • . , • ••• • • • • . • • • • • • •• •• • • • •• •• ••• • • • 0 •• • • Back pCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, h7orlda 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000 - 2005 The State of Florida. All rights reserved. Copyright and INarlalmPr Product Approval Accepts: IWt I�I I Next 1 rage G 01Z. .. Unit Size Max. D.L.O. Design Pressure Rating impact Rating Up to 48 "x72" 45 1/8"x69 1/8" *55.0 psf Large and Small Missile impact Up to 62 "x76" 59 1/8"x73 1/8° 167.5 psf Large and Small Missile Impact L. Roberlo Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons. NC 27012 Report No.: 510488A 336- 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 8300 PVC Fixed Lite — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Fixed window, impact resistant made of white rigid PVC. Frame is of welded mitered comer construction. Limitations and Conditions of use: Supporting Technical Documentation: 1. Approval document: drawing number CWS -159 Revision A, titled 8300 PVC Fixed Lite, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: Report No.: NCTL 210 - 3169 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202 Uniform Static Air Pressure, ±67.5psf design pressure, 15.0psf water infiltration TAS 203.94 Cyclic Pressure Loading ±67.5psf design pressure 3. Report No.: NCTL 210- 3169 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL. ASTM E 1886 -02 and ASTM El 996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±67.5 psf design pressure 4. Report No.: NCTL 210 - 3275 -1, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure, 15.0psf water infiltration TAS 203 -94 Cyclic Pressure Loading ±55.0psf design pressure 5. Report No.: NCTL 210 - 3275 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL. ASTM E 1886 -02 and ASTM El 996-02 ASTM E 1886/E 1996 . Large Missile impact Test, Level 0, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±55.0psf design pressure. 7. Anchor calculations, report number 510181A, prepared, signed and seated by L. Roberto Lomas P.E. • Units up to 62 "x76" must be glazed with: 7/8" IGU consisting of outboard lite 3/16" HS —Air — laminated inboard cite consisting of 3/16" HS — 0.090" Sentry GlasPlus by Dupont — 3/16" HS per ASTM E 1300. • Units up to 48 "x72" may be glazed with: o , 718 "18L1 c ortirihe If *Wad lite 3/16" Ann — Air — laminated Inboard Cite consisting of 1/8" Ann •,090" jP Bpt4cili,PVB jnterlayer -1/8" Ann per ASTM E 1300. ' o j18" j9:l ctznsistip9 01 titt;oatd lite 3/16" Ann —Air — Laminated inboard lite consisting of 1 .090" Solutfa Safiex interlayer — 1/8" Ann per ASTM E 1300. . • DuPont Butacite interlayer per NOA 05- 1208.02 ,:".• - ., • Solutia SaAakinteriayer Per NO/401-0 � • ca r• • Sentry C Ias' luspe�r .C:A!0 7- 1146 -0+� • •. : • :4...i,,;• This produe>•is ratett t!s be esed in tree 11rHZ - : ' 0 ` ` ' _ pr p . ! q impact e'g 9 = ' "0.4 ' �c ' • This product is Impact resistant and does not require protection in wind home de• • Frame material to be white rigid PVC per NOA 06- 1220.01 ,^ '` • • • • • • • • • • • • •• •• • • • •• ••. �P; 1 of t Lui NoR. Lom '825 � 4 .' �" • op�� ,� ••• • • • ••• • • FL.1..: r- c - •• . . . ,w 10/01/2006 - • � �r#r . L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336-945 -9695 Installation: • Units must be installed in accordance with approval document, CWS -159 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 product(s) for which this report is being issued. Also, 1 don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 2 0f2 •• ••• ' • •• • • •• • • • • • • • • • • • •• • • t • •• • • • ••• • • • • • • • • •• ••• •• • t • • •• • • • •• • ••• • • • • • • • i • • • •• • • • • • • • • • r • • • • • • 0 • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Engineering Evaluation Report Report No.: 510488A ••• • • • • • •••• • • TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS..._1 ANCHOR SCHEDULE $NOTES» DP CHART &GLAZING.... ». ».. ».... ». »..7 SECTION VIEWS ....._._.... » »..._...._.__8 EXTRUSIONS & INSTALLATION PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) SHOWN W /DIFFERENT OPTIONS • • •• • • • • • AX. SIZE - 5/16 LAMINATED GLAS +55/ -55 DESIGN PRESS MAX, SIZE - 7/16 LAMINATED GLASS +67.5/ -67.5 DESIGN PRESSURE PROPRETARY AND CONFORMAL THE INTIMATION CONTANED IN THIS DRAWING IS THE SOLE PRDPEATY 6i .', _ THOI WINDOW SYSTELIS. PC. ANY REPRODUCRON IN PART OR AS A WHOLE WHT PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZJNG OPTIONS: (SEE SHEET 7) 3. CONFIGURATION: FIXED LITE V'. 4. DESIGN PRESSURES: (SEE TABLES -SHEET 7) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSMVE DESIGN LOADS BASED 014 TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. S. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-12 FOR ANCHOR DETAL H. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. S. REFERENCE TEST REPORTS: NCTL -210- 3169 -1A . NCTL•2103t69 -1 , NCTL- 2103275 -1 A, NCTL-210-3275-1 ' 9. SERIES / MODEL DESIGNATION PW -8300. 10. WOOD BUCK OR STUD FRAMING 70 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. y a.. • • L R0IKQTO LOMDS ° • FL P.E. M L - 62514 • A UPDATED PER NEW FBC REQUIREMENTS 07/07/08 r -10100 SW 44714 AVE_ L4. FLORIDA 34474 NERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT IN .. NTS V. LbI rNH: - EET: 7/1512008 -i. [..: J.... r• _ -159 1 OF 12 4" MAX. ITYPI 4" MAX 1� •N O.0 SEE NOTE 2 (TYPI •(TYP) • I • •• • • • • • • •• •• • • • • ••• • •• • • ••• • ••• • • • ••• INSTALLATION ANCHOR (TYP) W MAX.O.C. AYPI INSTALLATION ANCHOR (tYP) NOTES: 1. INSTALLONE 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 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16' DIA. ELCOTAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRYTHRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 i2" SHALL BE ACHIEVED. 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318' INTO 2 BY WOOD BUCK. 6. 88 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 112 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 MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT u- 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: A. WOOD - MINIMUM SPECIFIC GRAVITY OF Ga0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3200 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). PROPRIETARY AND CORHOeMA . THE /INFORMATION CONTAtEO IN MS ORAW WO IS THE SOLE PROPERLY DF C}1STGL1 W WDOW SYSTEMS, PC. ANY REPRODUCTION IN PART OR AS A WHOLE WIR40JTTHE MARTEN PERMISSION OF CUSTOM WINDOW SYSTEM INC. IS PROHIBITED. - � max MAX SEE NO rE 5 ANCHOR LAYOUT - lF1IJ1 TNUI NAILNO PIN (WOOD OPENING) FOR UNRS UP TO 4S• ■ 77 • • • 14a 8- MAX. D.C. (TYP) INSTAL/ATM ANCHOR (TYP) Ai I I 4' MAX ( 1Y) T P MAX O.C. UPDATED PER NEW FBC REQUIREMENTS 07/07/08 SW 44Th AVE RIDA 34474 ANCHOR LAYOUT - (FINI, THRU NALEA FIN (WOOD OPENING) FOR UNITS UP TO B2'i 76' ..ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT tjlftEs. pW14 LE: SEE NOTE 6 • �. r � PVC FIXED LITE ADE 7AlE 7/15/2008 rA.....,_ x$ �:. � :1 SwciNO� L ROBERT ®� • • . �' � •8300 FL P.E. N(ILS2514 • • 7 ; _ - • • • • • • • • •• • • • • • • • •• • . i6 MAXIO.C. eC MAX fTYP) 1 LE MAX. O.G. MP) • •• • • I • I LT MAX O.G 4 MAX MP) (T P) 1/2 CIRCLE, • • • • • ••• • •• • •••U•• • • •' • • •••• • •• • • • • • MP.X.O.C. 4: MAX A' MAX 1$ MAK 0.c. (NP) ITYR) (TYP) 4 MAX ( 1/4 CIRCLE • TOMBSTONE 1T MAX. ac. ITYP) 15 MAX. MC. 4: MAX. ITYPI (TYP) ELLIPSE .L5 MAX o.C. I 4: MAX. OP) ITYP3 1/2 FAN IT MAX O.C. (VP) E MAX. IT MAX O.c. (TYP) 4. MAX. LTYP) BYP) EYEBROW awl aa°_ °:2 ,: • x'19 44TH AVE. ° T iLA. FLORIDA 54474 a . •:__ _� 'ARCH; FLO ANCHOR SGHEDULE • LARGE MISSILE IMPACT °tipw: -• •• A, .a+ a c f Y 11 C FWD LITE 7/15/2008 PROPRIETARY AND COMPIOB 1AL a . ' / r � ` ° ,.. tAUDEL- S ATE ]WCi NO THE RVFORMATI N Cd.RAINED r THlS OHAWIN3 S THE SOLE PROPERTY OFCO9T r ` L ` R O B U " L l lAS a 8300 GW S -159 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE IN/0-10U; Ti PL. P.E NO. 62514 +< .1 SI4EET. WwrvEN PEMUSStOlt OF CUSTOM WINDOW SYSTEMS, NC. tS PROITED: 3 OF 12 NOTE A 1 UPDATED PER NEW FBC REQUIREMENTS 107/07/08 SHAWN HY: ADE SCALE: NTS •ItY. LLITEH: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU FRAME OR CUP - MASONRYAN000 OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF +/- 67.5 LOCATE ANCHORS 13' MAX O.C. IX MAX. •••• (TYP) • • • • • • ._ -`J • • • • • • • / • II • • • • • ES' MAX TYP?. • •••• • • 4: MAR •• • • D.c • •_ • E• •• • •.•• • • • IEDIEEdid •• DOGHOUSE~ OCTAGON TI PROPRIETARY AND CONRDE3lIW. - a ' C ,t.,01,11:/i.. THE INFORMATION CONTAINED N 11-ES DRAWING E THE SOLE PROPERTY OF�I�pIp L ROHERTO W WINDOW SYSTE)..INC. ANY REPRODUCTION W PART OR AS AWHOLE WRHIXrr mE' w FL P.E. NO. &2114 WRITTEN REM-QS-VON OF CUSTOM WINDOW SYSTEMS. V.C. IS PROHIBITED. , • a Y HEXAGON NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU FRAME OR CLIP - MASONRY/WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL. SIZE OF RECTANGUUIR WINDOWS ON SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF / - 67.5 LOCATE ANCHORS 13' MAX O.C. A ] UPDATED PER NEW FBC REQUIREMENTS [ 07107/08 SW 44TH AVE. 1�. Fl ORIDA 34474 ARCH. FLO ANCHOR SCHEDULE - LARGE MISSILE IMPACT :. • HAWN NY: ' ATE: • PVC FIXED UTE ADE 7/15/2008 i�OEL;; =A1 t�. t n 8'00 - CWS -159 It-‘ - • ■ a• 4 4 OF 12 • • • • • • • • 11/ • i_______ • • • /•••• r • i • • •••• •••• �••,� ^•, • • e MAX ... • • LSO] c • ••••• (TYP) • • • • •• • . • • • • ••• • • • • • • •••• • • • • MAL O.G. i MAX (NPI 12 EWPS TOMBSTONE MAX O.C. ITV r. MP/ O.C. EYEBROW MAX. O.C. (TYPj L AOSEfilt e . FL P.E.110. 62314 NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU NAILING FIN - WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. AI UPDATED PER NEW FBC REQUIREMENTS 107/07/08 1 1.900 SW SW 44TH AVE. C1G t.A. FLORIDA 34474 ARCH. FIN ANCHOR SCHEDULE - LARGE MISSILE IMPACT 4_ MAX LI (1Y% 4 MAX. MP) • • • • • • • • • ir •• O.G. • • • • •••• • • • •••• I .. • • • • •••• •• • • • • • •• • • •••• •••• • • •••• •••• • • Mb! .& • • • • • • • • T R APEZOID • • • •••• MAXOC I III MAX. O.C. 4 MAX 1 IC 9 MAXI 1 !s= (IYP) MAX O.0 (TYF} 4M (O C MP) DCDHOUSE TRIANGI-F, ••• • HEXAGON NOTE: A UPDATED PER NEW FSC REQUIREMENTS 107/07/08 f 1900 SW 44TH AVE 'I A. Fl ORI11A 34474 - V a ARCH FIN ANCHOR SCHEDULE - LARGE MISSILE IMPACT : �' a • JHAWN BY: ]ATE • a j�{ x -' • PVC FIXED LITE ADE 7!15/2008 • PROPRETMY AI1D HRIAL � �' . �I,:: n _ }x� A WHO THE NFORAMTI ON CONTANED• rms DRAWING Ls THE SOLE PROP L 'f ` ' i �a; . 8300 NTS ' • CWS - 159 WINDOW p� A INPA TOR AS PRa � Etr d: FL P. iJO:'G2514 ,may V.LkT1FA: 6 OF 12 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU NAIUNG FIN - WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL. SIZE OF RECTANGULAR WINDOWS ON SHEET 1. UNIT UNIT HEIGHT (IN) TIDTH (IN) GLASS TYPE 12 20 28 36 44 48 56 (( 64 72 76 14 A,B,C,D,E,F,G,H +55/ -55 +551 -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +551 -55 +55/ -55 +55/ -55 +_67.5:/ - 67.5 -. 20 A,B,C,D L-,G,H +55/ -55 +551 -55 +551 -55 +55/ -55 +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 + 67.5/ - 675 26 A,B,eM,M,H + -55 +551 -55 +551 -55 +55 - 55 +55/ -55 +551 -55 +551 -55 +551 -55 +551 -55 :F 7;51= ;67:5; 3' ••• • A,B,C,D,E,F ' -55 +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 +551 -55 +55/ -55 +55/ -55 :67,, 1 ; 7 : A,B,e IwFGH +55 -55 +551 -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 5 f= +551 -55 + 675 Y 675':; 44 • A,B,C.D • q• • i 7 -55 +55/ -55 +55/ -55 +551 -55 +55 -55 + 551 -55 +55/ -55 +55/ -55 +551 -55 = !(x.. i t -:675 4 • • • A,B,C,p • j- 551 - +55/ -55 +55 - 55 +551 -55 +55/ -55 +551 -55 +55/ -55 +551 -55 +551 -55 = . 7..&• 73. 52 „ • A,B,e H ; jJ - 55 +551 -55 +551 -55 +55/ -55 +55/ -55 +55/ -55 +551 -55 +55/ -55 +55/ -55 - t1!67:41.;. ; :.'7'5: • •• • A,B,CRF,F,G,H • -,5/-55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 +67.5.1 -67.3 1 5r.51.-57.T #0.,5I- 67.5 ±67;5,(- :675., 62� • A,B,L'` .4,454, - 55 . +55/ -55 +55/ -55 +55/ -55 +55/ -55 +55/ -55 • 67,51- i?;:, t - .4-73h - 67.5 - -.# , 67.55 1 .667 : 66 t A./ : :4,047-.1 •••• • • • • • •• • • • • • s USE GLASS TYPE -C, 0, G,B HONLY • • •• • •• • • • • •••• • • • • •••• OVERALL 716' OVERALL la 7/6' 718` OVERALL Ne' OVERALL i m i 3116' ANNEALED W16' TEMPERED 318' AIR SPACE W16' LAMI GLASS 1/B' ANNEALED 3/32' PVB 1J8' ANNEALED 3116' HEAT STRENGTH ` 3118' TEMPERED 1/4 AIR SPACE 7/16” LAMI GUISE 3/18' HEAT STRENGTH 3/ 2 PVB 3118' HEAT STRENGTH � 3/8' AIR SPACE 5/16' LANAI GLASS Ir 1/8' ANNEALED 3132' PVB I 118' ANNEALED � 1/4' AIR SPACE 7 /16' LAM GLASS 3116' HEAT STRENGTH 3132' PVB 3115 HEAT STRENGTH ■ � M ill P II V III 11 1111 I/2' III 011.AU71 Ili * ii, 11111 _1 L i thA . BITE GLASS TYPE A 1 GLASS TYPE B L - GLASS TYPE C . F GLASS TYPE D _ NOTE: mui 1 - OVERALL 1 OVERALL 1 OVERALL 3/W 1 OVERALL. 3/16' ANNEALED . r ill 3!16 TEMPERED HEAT STRENGTH 318' AIRSPACE 7/i6' LAMI GLASS • 3/18' HEAT STRENGTH 3132' PVB V16' HEAT STRENGTH 3/16' TEMPERED SPACE 1. IF SIZE INTENDED IS NOT SHOWN, 'IU LAMI GLASS IF 1P2' AIR SPACE i/8" ANNEALED r 3/32' PVB 1B' ANNEALED 1t2 AiR SPACE LAMI GLASS � 11 511 8' 6' ANNEALED r 3132' PVB I 118' ANNEALED Lill§ p r 1 • ii 3/8' AIR 7/16' LAMI GLASS USE NEXT LARGER SIZE 3/16' HEAT STRENGTH 3132' PVII 3/18• HEAT STRENGT if kiii 0 I l e e A UPDATED PER NEW F9G REQUIREMENTS �07/07ID8 %A / 1 44TH AVE ° A ° � ` ORI 34474 GLASS TYPE E ` GLASS TYPE F ` GLASS TYPE G GLASS TYPE H � • ` .. DG c CHART T & GLAZING DETAIL -LARGE MISSILE IMPACT : •. PROPRETARY AND COMDENTIAL THE WFONANTI DN CONTAINED N THIS DRAWII43 IS THE SOLE PROPERTY OP CLZ:Td"; WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART DR AS A WHOLE WITHOUYTHS SY•S WRITTEN REMISSION OF CUSTOM WINDOW MUS, D. LS PROHIBITED. _ . o , - x , ./ a •L::,':'• GFIXEDLITE ADE 7/15/2008 a 8 <;� !•�, • ..- - 11012RTO ^�a .::+ ' FL P.E. NO. _.7.V •,. ~• - CWS-159 St514 c Md q 7 OF 12 • • •••• • • • •• •• ••• • • ••• • • • •••• • •• • • • • • • • •• • •• • • •••• OVERALL FLANGE HEIGHT I. • 3' • • •••• a • • • • • • • • I_ • • • Q • • 4D00 • TYPICAL VERTICAL SECTION UNIT HEIGHT INTERIOR ALTERNATE FIN FRAME • NOTE: s"'• • ITEMS 9, 11 -14 ARE USED, BUTT' - NOT SHOWN FOR CLARITY g'' PROpRETARY AND cONFIDIMIAL THE INFORMATION CONTAHEO W THIS DRAWING; IS THE SOLE PRO 'TY DF WINDOW SYSTEMS. W . ANY REPRODUCTION W PART OR ASA WHOLE WI W RITEN PERMISSION OF CUSTOM WINDOW SYSTEu9. WC.6 PRC ifS TE t- •_ TYPICAL HORIZONTAL SECTION. FL. P.K f�O;62514 . n INTERIOR • • %:;19(10 SW 44TH AVE. liRLA'FLORIDA 34474 ECT. VIEWS & ALT. FIN FRAME - LARL3E MISSILE IMPACT a. : • � �EWE S: 3WIWN HY: OATE A EVC FIXED UTE ADE 7/1512008 • L ]NG Nb: 'Lai) " 8300 KCAL£: NIT'S CWS-159 .LETTER: A SHEET: 8 OF 12 • Part # H -6006B 1-1-6006B -6006B H- 600611 •' • ...,„S-6015•:•• ... „5- 6015•; • • '. S-6016 • :..•� -1504 •` ••;••P -3752 •• •••• 3438• 1 • • •.r -3352 • • • , -3684 •• '. P- 3881'. :••••P -3613 ••• • •• H -6006A P -3113 S -6009 Description Fr., PW, Main, Head Fr., PW, Main, Sill PW, Main, L. Jb. ••.4- .6006E • • U . Bd., (37,4" O.A. LG.) . Gz. Bd., (7�8" O.A . I.G.) nchor Clip •• tip Piug,'If2"'I4ale 'Hot Me)1„'1 f Swat, "H" • Set. Blk.,45 /8" x5/8" x2" Lg. PW -830Q pp cert. Label, NFRC Tab Jmpot3ty J4 . (NFRC/DP) CWS Lbogcyil [TIass, Fixed Fr. Main, PVC, Fm Screw Support for PVC 4h Bd., Fxd. (1" O.A. I.G.) PVC FRAME FLANGE - H 6006 B 113' 29116• PLAN VIEW OF ANCHOR CUP PVC GLAZING BEAD - S-6009 ANCHOR CLIP S -1504 ALUM - 80621-T6 3 u• z71a• -..I 1.000 ,I PVC FRAME FIN - H 6006A 716• PVC GLAZING BEAD - 5 6015 • • 1:Ad RT1S`L FLP.ENOTfi2514 1 SCREW SUPPORT- P -3113 1 • . - •. t • 8300 V .. 3• 3116• FRAME CORNER CONSTRUCTION PVC GLAZING BEAD - S 6016 A I UPDATED PER NEW FBC REQUIREMENTS 107/07/08 t r 4eficif . 7--7 3940 SW 44TH AVE. Dt ALA FLORIDA 34474 & B.O.M. LARGE MISSILE IMPACT LETTER: NTS 9 OF 12 em # 1 2 3 4 5 6 7 8 9 10 • 11 13 14 • 15 16 17 18 • • • • PROPRIETARY ANO C XIFICOMAL THE INFORMATION CONrANEO N THIS DRAWNO IS THE SOLE PRO•EHiYO V'A+ WINDOW SYSIEALS, INC. ANY REPRODUCTION N PARTOR AS A WHOLE WIhgQLTHE^ WRITTEN PERMSSION OF CUSTOM WINDOW SYSTalS• INC. IS PROHIBITED. • _ rr •(. 44, . •� - i • E votivic • • • • CAYLYi51'JI NBUCK AND OPENING BY OTHERS • • • . ER OR FINISH 3THERS TERIOR FINISH OTHERS • INSTALLER VER WINDOW FRAME HEAD WINDOW SILL ERIMETER CAULK INSTALLER • • .P • • • P••• ONCRETSUASONRY IY OTHERS • • • • • • • • • • •• .' • • 0 O •• • p e P • • b t ► • i 4 ►fi p: > N • • • • • • • / • • • •••• 1 • ♦ ♦ • A •• P.. �• Ai ••A• • • °' •• A • '• • VERTICAL SECTION CLIP (MASONRY) D14UIR BETWEEN BMX AND OPINING B4OTHERS • • • • • t�O •" •• /• OTHERS • ANCHOR CLIP 1 (MIN. EMBEDMENT) EMBEDMENT) 2 112' (MIN. ED DIST) l airC I•IN. EDGE DISC) jig! (MIN. EMBEDMENT) 1 BY WOOD BUCK BY OTHERS Or MAX SHIM (SEE NOTE2 8 3 SHEET 2) INSTALLATION ANCHOR. 3/1B" DIA. MASONRY ANCHOR. INSTALLATION ANCHOR 3/16' DU4 CONCRETE ANCHOR ANCHOR CUP V Ji. b (-� 1/4' MAX SHIM ~ f (SEE NOTE 283 SHEET 2) 1 BY WOOD BUCK BY OTHERS (MIN. EMBEDMENT) //2• (MIN. EDGE DIST) • •a : A • 0 • •; ..4000 Owd�w• O EXTERIOR FINISH BY OTHERS +-114• MAX SHIM (SEE NOTE 2 & 3 SHEET 2) PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR. 3 DIA. MASONRY ANCHOR. ANCHOR CUP 1 BY WOOD BUCK WINDOW FRAME WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION WINDOW FRAME BY O C{II 7 • PRWI�TARY AHD COPIRDefD L u THE RVPORMATYIN CONTAINED W THIS ORAWIN3IS THE SOLE PROPERTY WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE Wlt WRITTEN •E•WSSION OF CUSTOM WINOOW SYSTEMS, U.C.6 PROHBITED, -. • .t .L V4' MAX SHIM — (SEE NOTE 2 &3 SHEET 2) ANCHOR CUP PERIMETER CAULK BY INSTALLER ANCHOR CUP EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR. 3/16' DIA. MASONRY ANCHOR. (MIN. EMBEDMENT) (MIN EDGE DIST) • • r fqO SW 44TH AVE. FLORIDA 34474 ALLATION ANCHOR w /CLIP DETAIL - LARGE MISSILE IMPACT !DRAWN N NY: 7A1 : PVC FIXED 1-ITE ADE 7!15/2009 • •-• 8300 NITS WO. N`CWS -15E Q:. „ • ITTEETTER: ..'14 10 OF 12 HORIZONTAL SECTION c 01 � IT- - - M4 MAX SHIM (SEE NOTE 2& SHEET 2) 1318 (MIN EMBEDMENT) �a• a ♦ e • • 4 • a• • • ' w INSTALLATION ANCHOR, a • G 410 WOOD SCREW • • 0 . a • 4 CANCRETE/MASONRY • BY OTHERS • • „� CAULK BETWEEN BUCK 4 &AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHERS i• O. P 9S•►.A • • • • CONCRETE/ MASONRY BY EX tiPAH • • PEIC AULK BY • WINDOW FRAME HEAD WINDOW FRAME SILL • PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CAULK BETWEEN BUCK •••• AND OPENING BY OTHERS • • DRYWALL BY OTHERS •••• • •• 2.1Cr • • (MIN. E•3EDIST) • • • • • • VON • P• • •• ► • • ip O y • P. • VERTICAL SECTIQII_ FRAUE (IAA-SORRY) 1 BY wood BUCK BY OTHERS 114' MAX SHIM (SEE NOTE 21.3 SHEET 2) • CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR 3116' DIA. MASONRY SCREW wl NEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHO 311 B• DIA. MASONRY SCR --1 w/ NEOPRENE BACKED WASH 1 THRU SCREW SUP (MIN EMBEDMENT) HIGH STRENGTH STRUCTURAL GROUT BY OTHERS � U4• MAX SHIM (SEE NOTE 2 & 3 SHT 2) SILL STOOL BY OTHERS USE SOUD WOOD SUPPORT TO MAKE (MIN N EMBEDMENT) SILL LEVEL BY OTHERS DRYWALL BY OTHERS CONCRETEAAASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING SY OTHERS R. EW ER PORT 2V2' MIN EDGE DIST.) . 1 # I • 4 Y HORIZONTAL SECTION EXTERIOR FINISH BY OTHERS FRAME Q.IASOAER) 1 BY WOOD BUCK BY OTHERS PROPRIETARY AND WdRO®JTW_ THE INFORMATION CONTAWED 14 THIS DRAWING 6 THE SOLE PROPERTY OI' OCEITJL1. WINDOW SYSTEMS INC. ANY REPRODUCTION DJ PART OR AS A WHOLE WITHOUT IRE, » - 114' MAX SHIM (SEE NOTE 2 & 3 SHEET 2) PERIMETER CAULK BY INSTALLER CAULK UNDER SCREW HEAD 0Y INSTALLER 114' MAX SHIM (SEE NOTE 2 & 3 SHEET 2) WINDOW FRAM JAMB EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT WINDOW FRAME BBL PERIMETER CAULK BY INSTALLER CONCRETE/MASONRY BY DT HERB ALT. PRECAST SILL DETAIL FRAME (MASONRY) 2..IIZ --I (MIN. EDGE DIST) PERIMETER CAULK BY INSTALLER t 114' PAIN. EMBEDMENT) • • b . •�p000 4 e�._ - ! ! 1 1 1 1 ::'` CAULK UNDER SCREW HEAD BY INSTALLER 114' MAX SHIM (SEE NOTE 2 & 3 SHEET 2) > (MIN. EMBEDMENT) 6 FRAM (WOOD) DRYWALL BY OTHERS 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR. ► , 1110 WOOD SCREW THRU A 6 • SCREW SUPPORT • ■ CAULK BETWEEN BUCK F ► AND OPENING BY OTHERS EXTERIOR KNISH BY OTHERS HORIZONTAL SECTION • (?I&'A I gMENT) • • •••• • • • INSTALLATION ANCHOR. SHEATHING. • • • NI WOOD SCREW ANCHOR • PERIMETF_R CAM< II .. WWII • CAULK BEHIND FIN .. • WINDOW WRAP • • r iitillii;etiabbb... j • • • (N -. ..f • • • &Bo INSTALLER • • • • • WINDOW FRAME•••• HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS ••• CAULK BEHIND FIN BY INSTALLER SHEATHING BY OTHERS ( \ VERTICAL SECTION 1 2 FIN MOM) IMIN. EMBEDMENT) 2 BY BUCK BY OTHERS I 1w MAX SHIM (SEE NOTE 2 & 3 ON SHT 2) ( MAX SHIM 1 (SEE NOTE 2&3ONSHT2) 2 BY WOOD BU 1( BY OTHERS INSTALLATION ANCHOR, #8 WOOD SCREW ANCHOR BY OTHERS 2 BY WOOD BUCK BY OTHERS D A84. EMBEDMENT) s ruw , ■ THING ItiPn I C I Pn EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER INSTALLATION ANCHOR, Be WOOD SCREW ANCHOR HORIZONTAL SECTION i °cv t s ly y o� • O --114' MAX SHIM (SEE NOTE 2 a 3 ON SHT 2I WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER A l WINDOW FRAME JAMB UPDATED PEFI NEW FBC REQUIREMENTS 107107/0B IW0 SW 4411-I AVE FLORIDA 34474 K1 -- TALLATION FIN DETAIL - LARGE MISSILE IMPACT 1RAWN HY: ADE SCALE. NTS 1EV. LETT EH: A Alt: 7/15/2008 DWG. N4" C WS - 159 SHEET: 12 OF 12 Florida Building Code Online Ccmmun'ty Affairs BUS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications I FBC Staff 1 BUS Site Map 1 Links 1 Search Product Approval USER: Public User Product Approval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 miafevre@cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Ralph Emminger ## Address /Phone /Email Category Subcategory Compliance Method 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 walia'�tgd $y • • • • • • Steven M. Urich, PE • • • • • • • =' Validation Checklist - Hardcopy Received • •• ••• •• • • • •• Certificate of Independence FL12248 RO COI EvalReport- HS8200- 73x62Impact- DP75.pdf • ••• •• • ••• • Relerencei6tandand and Year •iof€tandard) Standard Year • • • • • • • • • • • • • • • • • • • • • • • • AAMA /101 /I.S.2/A440 -05 2005 • • • • • • ASTM E1886 -02/05 2002 ASTM E1996 -02/05 2002 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • FL12248 New 2007 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Windows Horizontal Slider Page 1 of 2 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , e Evaluation Report - Hardcopy Received http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param= wGEVXQwtDgvzRNLe5g4O... 12/22/2009 Summary of Products FL # Model, Number or Name Description 12248.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 73" x 62 ", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL12248 RO II CWS -399 (HS -8200 Impact 73x62 75DP).pdf Impact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. FL12248 RO II DuPont SGP NOA 07- 1116- 04.pdf FL12248 RO II Mikron NOA 06 -1220 01.p0 Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE EvalReport-HS8200-73x62lmpact- DP75.pdf Created by Independent Third Party: Yes Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved •• ••• • • • .. .. • • • • • • • • • • ••. .• • • • .. • . .. .• • ... • • . • • • • • •• • •. • • • • • • • •• . ..• • • • • • • • .•.. • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • . .•• • • • • .... • 03/04/2009 03/04/2009 03/11/2009 04/07/2009 Back I Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: PA/TAS 201/202/203 1994 Next pCA Administration Page 2 of 2 http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param= wGEVXQwtDgvzRNLe5g4O... 12/22/2009 82' OVERALL UNIT HEKaHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS------.1 ANCHOR SCHEDULE AND NOTES-. -- -2 DESIGN PRESSURES & GLAZING „ „ „..3 SECTION VIEWS.— ........ A EXTRUSIONS & BILL OF MATERIALS.„ ..5 INSTALLATION DETAILS„.. „... „„ ..e HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 73• OVERALL UNIT WIDTH 3§ 718” MAX SASH WIDTH 57 /18• GLASS D 2P 7118' ---+ •— MAX GLASS DLO MAX GLASS DLO "OX” & "XO” MAX. SIZE firagife SS MAX 9/10• GLASS DLO EIGHT 3 /5/ 0 1 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THUS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPROXICTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IB PROHIBrED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: VT, •XO° 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. S. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAIL B. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL 8. REFERENCE TEST REPORTS: NCTL•210- 3589 -1, NCTL•21043589 -1A 8. SIRES / MODEL DESIGNATION HS.8200. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0. FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. • • • • • •• • • •. • • • • •• •• • • • • •• • • • • •• • • •••• •• • • • • • •• WINDOW SYSTEIgS 1.41 No 58201 VAS 1900 SW 44TH AVE • • * i * L i OCALA, FLORIDA 64474 • r'a : • tt t 'GENERAL NOTES & ELEVATIONS %tRRGE MISSILE IMPACT PAWN BY: AAJ toe 11/812008 Dwo. Na' CWS -398 .�� °� STATE OF 4r tERIES: 8200 ,rF• � ' ;dNA µ •`. 7 "� L ” HORIZ SLIDER yg • NTS IEV. LB! tR: • • • • •••• • • • • • • • • •• • • • 0000 0000:0 • • • • • •••• • • SHE: 1 OF 8 NOTES: 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 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/18' IS PRESENT. 3. LOAD BEARING SHIMS MALL 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 MINIM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED. 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OFA CORROSION RESISTANT MATERIAL OR COATING. DISSIMILIAR MATERIAL MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINNUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF (3.0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 P51. C. MASONRY • STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. .3 /2 0,7 PROPRIETARY AND CCT• AL THE INFORMATION CONTAINED IN THIS DRAWING N THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PARTOR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROMS INSTALLATION ANCHORS TYP. LUCAS A. TURNER, FL P.E. NO. 88201 No 56201 \ *; * ; • vs) ST ATE OF •4l „ � 4 s/OMA;E • N , •••• • • • • •••• • • • •• • •• • • • • • •• • •••• • • • • •••• •• • •• • • • • • • • •••• • • • WINDO SYSTEMS 1900 SW 44TH AVE. • • OCALA, FLORIDA* j,4l4 9 RIES:CH 0 0 RCHF111N E R tlaWq SY:l MODEL HORIZ. SLIDER Ste NTS • • • • • • • • • • • . • • • F IMPACT 11/6/2008 'ma. No .: CWS -389 0HEET: 2 OF REV. LETTER: 381/ +60/-75 +60/ -75 +60 /-75 +60/ -75 +60 / HBGHr 24 3/4 271/2 291/2 311/2 351/2 391/2) 411/2 431/2 471/2 51 1/2 541 /4 GLASS TYPE A A A A A A A A A A A 17 7/6 +60/ -75 +60 /-75 +60/ -75 +60/ -75 +60/ -75 +60/-75 +60 /-75 +60 /-75 +60/-75 +60/ -75 +60/ -75 +60/ -75 291/2 +60/ -75 48W-75 , +60/-75 +60/ -75 +60/ -75 +60/ -75 +601-75 +60/ -75 +601-75 +6W -75 +60/ -75 +60/ -75 31 1/2 +60/-75 +601-75 +60 /-75 +60/-75 +60/ -75 +60/-75 +80/ -75 +60/ -75 +60/ -75 +60/-75 +600/ -75 351/2 +60/ -75 +60/ -75 +60/ -75 +601 -75 +60 / -75 +60/-75 +60 /-75 +60/ -75 +60/ -75 +60/-75 , +60/ -75 +60/-75 +60/ -75 40/-76.60/-75 / -75 +60/ -75 +60/-75 +60/-75 41 1/2 +601-75 460-75 +60/ -75 +60/-75 +60/ -75 +80/-75 +60 /-75 +60/-75 +601-75 +60/-75 - 7/8' OVERALL INSULATED GLASS 3!18 ANNEALED GLASS 1/4 AIR SPACE 7/18° LAMINATED 3118- ANNEALED GLASS .090 SENTRY GUS PLUS 3/18" ANNEALED GLASS 1P2 GLASS SITE wI3TH(IN) 431/2 +60 /-75 +60 /-75 260/ -75 +60/ -75 +80/ -75 +60 /-75 +60 /-75 +60/-75 +60 /-75 +60/ -75 +60/ -75 +60/-75 SIKAFLEX 6220R HOTMELTTRUSEAL'H' 49 +60 /-75 +60 /-75 +60/ -75 +60 /-75 +60/-75 +60 /-75 +60 /-75 +60/ -75 - +60-75 +6W -75 +60/-75 +60/-75 51 1/2 +60/ -75 +601 -75 +60/ -75 +60/ -75 +60 /-75 531/2 +60/ - -75 +60 /-75 +601 -75 +60 / -75 +601 -75 +601-75 +60 /-75 +60/ -75 +60/ -75 +601-75 +60/-75 +60/ -75 +801 -75 +60/ -75 +60/ -75 +60 /-75 +60-75 +60/ -75 +60 /-75 +60/-75 +60/ -75 PROPRIETARY AND O@i 7NUIL THE INFORMATION CONTAINED N THIS DRAWING 18 THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPROYICTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSON OF CUSTOM WINDOW SYSTEMS, INC. N PROHIBI - ED. +60/ -75 +60/ -75 551/2 +601-75 +60 /-75 +60-75 +60/ -75 +60/ -75 +60/ -75 , +60-75 +60 /-75 +60 /-75 +601 -75 +60/-75 +60/ -75 591 /2 +60 /-75 +60/ -75 +60/ -75 +60/ -75 +60 /-75 +60/ -75 +601-75 +60/ -75 +60 /-75 +60/-75 +60/-75 +60/-75 WCAS A. TURNER, FL P.E. NO. 73 +60/-75 +601 -75 +60 /-75 403/-75 +6W -75 +60 /-75 +601 -75 +80- -75 +60/-75 +60/ -75 +60/-75 +6W -75 68201 NOTE: SERIES: 8200 IODEL: HORIZ SLIDER 1. IF SIZE INTENDED I8 NOT SHOWN, USE NEXT LARGER 8RE • • • • • •• • • •••• • • • • •••• • • •••• •• • • • • • •• • •••• • • •••• • •• • • • •• • • • • • • • • • • • • • • • • WINDOW SYSTEMS 1900 SW 44TH ATE • OCALA, FLORID 4 DP CHARTS / GLAZING DETA11• -149C E MISSILE IMPACT ILMTE: 11/6/2006 DWG. N O.: CWS -399 'DRAWN SW: AAj SCALE: NTS AEY. LETTER MEET: 3OF Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/24 /2005 Parcel # 1132060190210 Signed: (INSPECTOR) Electrical Permit Permit Number: EL2005 -56 Applicant: RICHARD MEINHOLD Owner: MEINHOLD RICHARD JOB ADDRESS: 360 NE 91 ST Contractor YOSEFVAR ELECTRIC CORP. Contractor's Address: 800 N. E. 12 AVE. #J347 Local Phone: 305 - 246 -8989 Page 1 of 1 Legal Description: 6 53 42 EL PORTAL PB 9 -101 LOT 4 & E1/2 LOT 5 BLK 2 LOT SIZE 75.000 Fees: Description Amount FEE2005 -2429 Building Fee $150.00 FEE2005 -2430 CCF $0.60 FEE2005 -2434 Notary Fee $5.00 FEE2005 -2454 Training and Education Fee $0.20 FEE2005 -2455 Scanning Fee $3.00 FEE2005 -2461 Submittal Fee ($50.00) Total Fees: $108.80 Total Fees: $108.80 Total Receipts: $0.00 (N4 Permit Status: APPROVED Permit Expiration: 8/8/2005 Construction Value: $1,000.00 Work: REMOVE OVERHEAD ELECTRICAL CABLE AND PHONE LINES. REPLACE UNDERGROUND SERVICE PER FPL SPECS. FEa 25- PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibiliity for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: C) TYPICAL VERTICAL SECTION NOTE: SNOWS SASH CUT AWAY r TE: ITEMS 22, 21, 29. 38, 41, 42, 43. 53, AND 54 ARE USED BUT NOT OWN FOR CLARITY. PROPRIETARY AND CDNFINAm+I. THE INFORMATION CONTAINED IN THE DRAWING W THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRO]UOTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, DtC. 5 PROHIEI'ED. (TYPICAL VERTI S E C TION 4J N_O_T : OW$ FIXED NOTI: LEFT MErF ED UTEWT AWAAY. RIGHT SHOWS SASH CUTAWAY • • • • • •• • • •••• • • •••• •• • • • • • •• • • • •••• •••• • • • • • • •••• •••• • •• WCASA. TURNER, FL. P.E. NO. 1 • • ••• • • iNIu ruyp • • �' WD RE W ;' • • • WINDOWS� • • ;v; No 58201 "OA 1900 SW 44TH A • • • • t e * i t OCALA, FLoRIDRi 4 a • • • • • • TrFLE ' { • a A' SECTION VIEWS - LARGE MTSSI LEAPACT VA �S STATE OF A � ± SE a , I)RAWN BY. 'yA7E: 11/8/2008 AAJ +i • � t ` s S O O � R A � ti . p�� uroD HORIZ. SLIDER NTS _ ;HEFT: : CWS•389 4 0F te1a Parr 7. iii X17IL ;I 11-80,41 Effl 1[:.31 '1 V . .. p f= 3T= iiLlT- - T7 - ^w r :7 :�ar;rar?n7 Kauai 14 x:11 SeL 5k., 85 Der 118' x 5/8' x r RUC 3-0DO5 P•3218 P•3321 Catch, Heed T! Cardin, FtsIerml Team E', E111 f: , fit '*'SCR; . ' A!. ^7I:Eirzral It;:rr' n0 Out Screen frame Screen Carnet Adnotal ASV 1 144031 Miln Fr„ &U wIRQ., PVC, Head Mon 2 H4031 Akin Pr., 8R, w PVC, SI MlQal 3 4 5 8 9 10 11 12 4 15 17 18 19 20 28 27 28 28 39 31 32 33 34 35 38 39 41 42 43 • re on - *T 47 Screen'Menai 47 P3433 Hotrndl, Tru8eal, •W 7S" r1� Den riollml v 4 sir • 4 1 s 1 FRAME IMPACT HOOK -1577 ALUMINUM 6063 -T6 211/18" 0 0 PVC FRAME FLANGE -6031 1618" 31/8° 1/18' J 1 18/18" PVC SASH BTM. RAIL -6028 27161 1/18' O 113 17/8' HEAVY DUTY MEETING RAIL -1681 ALUMINUM 6063 -T6 03/18' 3(4" 1 • 8� �; 1/18" REINF. SASH RAIL -1699 ALUMINUM 6063 -T6 15/8' 3/18" 2 3(18" 1/131 PVC SASH MTG. RAIL -6027 PVC SASH SIDE/BTM RAIL -6004 REINF. S.B.RJS.S.R. -1498 ALUMINUM 6063 -T6 1/4" PVC SCREEN CATCH - 6013 1/48' PVC GLAZEBEAD -6064 3 PAOPNETARTANDO0NROo IUL THE INFORMATION CONTAINED IN TM8 DRAWING 13 THE 801E PROPERTY OF CUSTOM WINDOW SYSTEM& INC. ANY REPRO31.1CTION IN PARTOR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 15 PROH7I 1 3/1 0 1' 1 /18" REINF. SASH MTG. RAIL -1497 ALUMINUM 6063-T6 1 1/8'1 R�LLER TRK -1678 s' ALUXIW JM 6063 -T6 • • • • • •••• • • • •• • {+11r2°I 3' — wive . • • • • ••• 3(1 31 PVC SCREEN SUPPORT - 6014 WCAS A. TURNER, FL P.E. NO. 58201 SCREW SUPPOlitt3338 ••• : • • S• •• WINDOV% SYSTEMS 1800 SW 44TH ASE. • • OCALA, FLORIDA 44474 • RUS =/ 8200 DEL HORI2. SLIDER 3/8" 1 0 •• • • • • • •• • • ••• 1 1(4" • • •••• • •• • • • 1!•• • • • • •• LARGE M5181 CONSTRUCTION CORNER WELD (ALL SIDES) FIXED MEETING RM. SCREWED TOGETHER WITH OUTERFRAME • • • • • • • • • • • • • • PA • • T 11/8/2008 G. No.: CWS.389 60F6 • • • EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER I• . ^ • .. iii RYSCREW BACKED WASHER SUPPORT. WWIDOW FRAME PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONY BY OTHERS BY NCRE ONRY CAULK BETWEEN BUCK AND OPENING BY OTHERS • • • O • • O• • O• •O • O• . O• • DIA. RENE REW �f h am _ "''� I IiI :.r� l .:o a � CO .0 • • 0 s a.a- ♦•004.0 /0.6. •• O• ,0. O. •0.0: ♦••• O• . O.O� O.• d • OO 0.00: •.O O 0 0. 0 . • a 0 . • O .. •••": • c. • O 0 (DD) VERTICAL SECTION `SJ FRAME (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS 1 BY WOOD BUCK BY OTHERS U4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3/18° DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. DRYWALL BY OTHERS INSTAUATICN ANCHOR, 3/18° DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 7 /4° MAX SHIM I (SEE NOTE 2 & 3 ON DRYWALL BY --\ OTHERS ..r•r _ y, r• ?. SHT. 2) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS ••• 0 4 •4 • • • • EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION ® FRAME (MASONRY) WIDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 1 BY WOOD BUCK BY OTHERS 1/4• MAX SHIM (SEE NOTE 2 & 30N SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER • • „.• • - * a •a CONCRETE/MASONRY- BYOTHERS FRAME (MASONRY) •••0„,.. ► a a p p p 0 ••.1''• e p•Q ■ 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB INSTALLATION ANCHOR, 3118' out MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER BETWEEN WOK EXTERIOR FINISH OPENING BY OTHERS BY OTHERS ® HORIZONTAL SECTION FRAME (WOOD) 1/4° MAX SHIM (SEE NOTE 25 3 ON SHT. 2) • • • • • •• • • • • 24c.ex LAC (MIN. EMBEDMENT) • .1.7.. • a• • %,-..: tip DRYWALL BY 0 6 e' OTHERS ' INSTALLATION ANCHOR, 0 • NEOPRENE W/ BACKED :: WASHER PHO RU SCREW SUPPORT. 0 0 2 BY WOOD BUCK • BY OTHERS • •••• • • •••• •• • • • • • •• • •••• •••• w • •••• •••• • •• T Al LUCAS A. TURNER, FL. P.E NO. 613291_ • - - • • • • • e w W g...1 . f OO p� • .y�GEAIS •...„VAS WINDOW+SYSTEMS • • • - .4 No 5E1201 ;? 1SOO 8W H AYE Ss OCALA, F LOR ID 44T 4 • 37/3/431 _ • • • • • -G • t q g ' INSTALLATION THRU FRAME D ®Ij • MISSILE IMPACT Sit •.' STATE OF • •�kr� SERIES: 8200 CRAWNBY: � ATE 11/8/2008 PROPR•TA YPNDCONRC ISUAL 4, F O R . LO s a w` M nna S CALE: Owa NO.: THE INFORMATION CONTAINED IN DRAWING IS THISDRAWuTHESO .EPROPERTYCFCUSTOM •, ,9 HORIZ.SLIDER NTS CWS398 WRITTEN ERN g FCUSTOMWPf WW SYSTEMS ,INNC..�PROHBrwwrtNOUrTHE � . • Rev. LETTER: _ SHEET: 6 OF 6 • • • • • • • • • • • • • • lorida Building Code Online ff ommuniity' Affairs BCIS Home i Log In User Registration i Hot Topics Submit Surcharge Stats & Facts Pubcatbns FBC Staff ! BCS Site Map : Links Search Product Approval USER: Public User ?r4 u Ap gvai Mgpy > Product or Aoo&catbn Search > Armggat of Lit > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Address /Phone /Email Address /Phone /Email Category Subcategory Compliance Method ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • http : / /www.floridabuilding.org/pr /pr app_dtl.aspx ?param= FL7067 -R Revision 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc 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 • • • • • :V1 dyted wr • i • • • Steven M. Urich, PE • • • • • • • • •• ••• •• • • • •• Certificate of Independence • ••• •• • ••• • • • • • • Rei iStand�Rd arfp \tar (of Standard) • • • • • • • • • • • •• • •- • • • • • • • • • • • • from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Validation Checklist - Hardcopy Received FL7067 R3 COI 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Standard Year AAMA /101/I.S.2 -97 1997 AAMA/W DMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 ? 1',-,1,,1,f lorida Building Code Online of 1 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http://www.floridabuilding.orWpr/pr_app_dd.aspx?pararn=w( PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 •• • • • • • • • • ••• •• • • • •• • • • ••• •• • ••• • • • • • • • • • • • • • •• • • • • • y Affairs • • • • • . • • • • • • • • • • Department rnr8 Florida BrdWlg Code Online • • • Codes and Standards 2555 Shuman! Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 • • • • • . • • • • • • • • © • 2000 -2005 The State of Florida. All rights,reserved Coovright and Disclaimer • • • • • • • • • • Product Approval Accepts: • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OCA Admintstratbn FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider Ii5 -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions FL7Q67 R3 II CW$ -157A (H$ -8200 Impact).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7Q6.7 R3 AE 5 10415A (Eval ....R _1157$200_Irppa4t XO 74x54,f Created by Independent Third Party: Yes 7067.2 HS 8200 Vinyl Horizontal Slider HS-82 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. I ation Instructions FL7067 R3 II CWS -232A (HS -8200 Impact XOX).pdf FL7067 R3 II DuPont PVB NOA 054208 02.pdf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.pdf • FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104878 (Eval Rep HS -8200 Impact XOX 111x63).odf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. • • • • • • • • • Installation Instructions FL7067 R3 II CWS -186A (H8 -8200 Impact 72x63).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf F17067 R3 IS Mikron NOA 0-1220 01..pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Eva luation Reports EL7067 R3 AEs_510486A (Fiat Rap HS -82.00 Impact XO 72x63).odf Created by Independent Third Party: Yes • lorida Building Code Online of 1 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http://www.floridabuilding.orWpr/pr_app_dd.aspx?pararn=w( PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 •• • • • • • • • • ••• •• • • • •• • • • ••• •• • ••• • • • • • • • • • • • • • •• • • • • • y Affairs • • • • • . • • • • • • • • • • Department rnr8 Florida BrdWlg Code Online • • • Codes and Standards 2555 Shuman! Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 • • • • • . • • • • • • • • © • 2000 -2005 The State of Florida. All rights,reserved Coovright and Disclaimer • • • • • • • • • • Product Approval Accepts: • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OCA Admintstratbn I orida Building Code Online http:// www. floridabuilding .org/pr /pr_app_dtl.aspx ?param =wG of 3 .. . • • • • • .. • • • • • • • • • .. ... . . • • • . . • ••• • • • • • • • • • • • .• ••• • • • • • • • • • • • • ••• • • • • • • • •• • •• • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • r E� Bo L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510487B 336 -945 -9695 Manufacturer. Custom Window Systems 1900 S.W. 44"' Avenue Ocala, FL 34474 Product Une: 8200 PVC Horizontal Slider XOX — impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -232 Revision A, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: Report No.: NCTL 210 - 3459 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±60.0psf design pressure, 9.Opsf water infiltration TAS 203-94 Cyclic Pressure Loading t60.0psf design pressure 3. Report No.: NCTL 210 - 3459 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMANVDMAJCSA 101/1.$.2/A440 -05 Design pressure: ±60.0psf Water Test Penetration: 9.Opsf ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18881E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1888/E 1996 Cyclic Load Test, ±60.0psf design pressure 4. Report No.: NCTL 210- 3459 -2, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±60.0psf design pressure, 9.Opsf water infiltration TAS 203 - 94 Cyclic Pressure Loading ±60.0psf design pressure 5. Report No.: NCTL 210- 3459 -2A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMANVDMA/CSA 101/I.S.2/A440-05 Design pressure. ±60.0psf Water Test Penetration: 9:0psf ASTM E 1886-02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18867E 1996 Cyclic Load Test, ±60.0psf design pressure 6. Anchor calculations, report number 510420. prepared, signed and sealed by L Roberto Lomas P.E. 1 of 2 • .•• • • • • • •• • • • • • • • • • • .• • •. . • • • • • • • • • • • • .• • • • • • • • • • • .• • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • I • • 000 • • • • • Luis R. Lomas, P.E. FL No.: 62514 10124/2008 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 5104878 336- 945 -9695 Limitations and Conditions of use: • Maximum design pressure: • Maximum unit size: • Maximum D.LA_ for active panel: • Maximum D.L.O for fixed panel: • Approved Configuration: XOX • Units must be glazed with: 3/4" IGU consisting of outboard Rite 1/8" Ann — Air — 5'16" laminated inboard Fite . consisting of 1/8" Ann — 0.090" DuPont Butacite PVB interlayer —1/8" Ann. or 7/8" IGU consisting of outboard lite 3116 Ann — Air — 7/16 laminated inboard lite consisting of 3/16" Ann — 0.090" Dupont SGP interlayer — 3/16" Ann., per ASTM E 1300. • DuPont Butacite PVB per NOA 05- 1208.02 • DuPont Sentry Glass Plus per NOA 07- 1118.04 • 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 NOA 06- 1220.01 Installation: • Units must be installed in accordance with approval document, CWS -232 Revision A. Centificatlon of Independence: 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. AIso, 1 don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed. product(s). 2of2 • • • •• • • . • • • •• • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • •• • • • • •0 • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • 000 • • ±60.Opsf 1 "x6"" C 3 23x/456 53 %x5813/16" Luis R. Lomas, P.E. FL No.: 62514 10/24/2008 • ••1 • • • •• Ak v Zia v • • ••• • ••• • • • •••• • • • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) • •• • • • • • •• 112 1/4° MAX. OVERALL FLANGE WIDTH 111° MAX. UNIT WIDTH 11171117117%, vv TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE AND NOTES 2 DESIGN PRESSURES & GLAZING 3 SECTIONS & ALT. FRAME 4 EXTRUSIONS & BILL OF MATERIALS 5 INSTALLATION DETAILS 8.7 53 3/4' GLASS DLO 68.13/18° GLASS DLO 23 3/4° GLASS DLO 2Z MAX SASH WIDTH PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC.15 PROHIBITED. PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "X/O/X" 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: (4" NCTL 210 - 3459 -1, NCTL 210-3459-1A, NCTL 210-3459-2, NCTL 210-3459-2A LANGE 9. SERIES / MODEL DESIGNATION HS -8200. GHT 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH Digitally signed by Florida PE Location: 1432 Woodford Road Lawiavla, NC 27023 Data: 2008.07.18 14:50:38.04'0' AI UPDATED PER NEW FBC REQUIREMENTS %WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 1 07/03/08 TITLE. GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT SbFlI b: UHAWN MY: ']A I8: PVC HORIZ. SLIDER AAJ 7/8/2008 mJUI:L: - SCALE: 8200 NTS HEY. LEI IbH: A 3Wt3. NU.: CWS -232 dHEh I : 1 OF 7 84 ov F HEI h • • • • .� •••• �.. 83° MAX UNIT HEIGHT Q ° v BR 1 /4° • • • I • •• • • •.• • I •qi• I I I �• • • I •••• 1 • • • •• • • • • • • • 1 • X•• • • • • • • • • o X 1 I GLASS DLO 69 9/18° SASH HEIGHT I I f • ••1 • • • •• Ak v Zia v • • ••• • ••• • • • •••• • • • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) • •• • • • • • •• 112 1/4° MAX. OVERALL FLANGE WIDTH 111° MAX. UNIT WIDTH 11171117117%, vv TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE AND NOTES 2 DESIGN PRESSURES & GLAZING 3 SECTIONS & ALT. FRAME 4 EXTRUSIONS & BILL OF MATERIALS 5 INSTALLATION DETAILS 8.7 53 3/4' GLASS DLO 68.13/18° GLASS DLO 23 3/4° GLASS DLO 2Z MAX SASH WIDTH PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC.15 PROHIBITED. PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "X/O/X" 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: (4" NCTL 210 - 3459 -1, NCTL 210-3459-1A, NCTL 210-3459-2, NCTL 210-3459-2A LANGE 9. SERIES / MODEL DESIGNATION HS -8200. GHT 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH Digitally signed by Florida PE Location: 1432 Woodford Road Lawiavla, NC 27023 Data: 2008.07.18 14:50:38.04'0' AI UPDATED PER NEW FBC REQUIREMENTS %WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 1 07/03/08 TITLE. GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT SbFlI b: UHAWN MY: ']A I8: PVC HORIZ. SLIDER AAJ 7/8/2008 mJUI:L: - SCALE: 8200 NTS HEY. LEI IbH: A 3Wt3. NU.: CWS -232 dHEh I : 1 OF 7 - • • I • • • • • • •••• • • • •• • .••• • • •••• • 4 . •• • 1 i s r_ 11 4 4 I • f j 4 • • • • • • • •• • •••• •••• 0 ••• •••• • •••• • • I - - � I X ,./.r,ry ■ 8° MAX. (TYP) • • 8° MAX. (TYP) • • • • • •1 18' I. MAX. 0.C. ANCHOR LAYOUT - (FLANGEI THRU FRAME & CUP (MASONRY OPENING) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). MAX (T -- (TYP) 4" MAX (TY?) 8" MAX O.C. (TYP) INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" 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 2 1/2" SHALL BE ACHIEVED. 5. #1O DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK, OR FRAMING. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OF 1 1/2" 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. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 8° MAX O.C. (TYP) I 1 Y => x x AT OF 4 0 I MO ANCHOR LAYOUT - (FINI THRU NAIUNO FIN (WOOD OPENING) DETAIL B Dlgltaily signed by Florida PE Location: 1432 Woodford Road Lewlsvllle, NC 27023 Dales 2008.07.1814:8015. 04'00' Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 %WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 INSTALLATION ANCHORS TYP. TITLE: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT SERIES: UHAWN MY: DATE PVC HORIZ. SLIDER AM DATE LIUUEL: 8200 SCALE: NITS cwt;' NO " CWS - 232 -IEV. LEI I EH SHEEI 2 OF 7 • • • •G8?/Y1aO DITY SIZS (TIP -11P) • • • • • • • • HEIGHT (IN) 1'1� .(4N) ' €€ ,TYPE ..... • • 19 1'8 38 3/8 50 5/8 55 1/4 64 1/4 531/8 •A!13C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 751/4 A,B,C,D +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 821/4 A,B,C,D +601-60 +60 /-60 +60/ -60 +601-60 +60/ -60 901/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 1001/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 1121/4 A,B,C,D . +60/ -60 +60/ -60 �+60/ -60) +60/ -60 +60/ -60 MODULAR SIZES (UNIT WINDOW SIZE) WIDTH (IN) 47 1/2 • •54.10 741/2 • :85 1/2 GLASS TYPE ••• 17 7/8 • • ,Air , D • +1p/ -60 A,B • �' +6060 • :•a,8,,D , +60460 • : +jQ :60 ,B,C,D • AD,C,D • • +6Q460 • • ,B,r,D ; • • 4Q460 „4-kg/-60 ••All,e,D •••+jQ1=60 . •••••• GLASS TYPE I{ HEIGHT (IN) 29 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 3/4° OVERALL 1/8° ANNEALED GLASS 6/18° AIR SPACE 6/18° LAMINATED 1/8° ANNEALED GLASS 3/32° DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS ACTIVE SASH GLASS 31 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 35 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 39 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 3/4° OVERALL • 1/8° TEMPERED GLASS 6/16° AIR SPACE 6H8° LAMINATED 1/8° ANNEALED GLASS 3/32° DUPONT PVB INTERLAYER 1/8° ANNEALED GLASS 41 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 43 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60. +60/ -60 +60/ -60 +60/ -60 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROI-0 SITED. 47 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 54 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 Diglielly signed by Florida PE Location: 1432 Woodford Road Lewlavlfe, NC 27023 Date: 2008.07.16 14:49:64 - 04'00' 63 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 7/8" OVERALL 3/16 TEMPERED GLASS 1/4° AIR SPACE 7/16' LAMINATED 3/16° ANNEALED GLASS 3/32° DUPONT SGP LAYER 3/18° ANNEALED GLASS FIXED GLASS NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 7/8° OVERALL 3/18° ANNEALED GLASS 1/4° AIR SPACE 7/18° LAMINATED 3/16 ANNEALED GLASS 3/32" DUPONT SGP LAYER 3/18" ANNEALED GLASS GLASS TYPE D A UPDATED PER NEW FBC REQUIREMENTS J 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE: CHART & GLAZING - LARGE MISSILE IMPACT 4EV LkI I EH SEHIES: UHAWN HY: SATE: PVC HORIZ. SLIDER AAA 7/8/2008 +nUUtL: SCALE: NTS JWU. NU.: CWS - 232 SHEET: 3 OF 7 • • • • • • • • • • ••• • • ••. • • • • • • • •••• • • • •• • • •• • • • • • • • • • • •• •• • • • •••• ••• `p• ( il •••• • IJ� •••� m, • � a .....,,, • ® TYPICAL VERTICAL SECTION NOTE: SHOWS SASH CUT AWAY • • QEMEUPLa INTERIOR OVERALL FLANGE HEIGHT OD I m m SEE GLASS TYPE DETAIL SHT. 3 4111 0 I, ;l`'.'U !: !_f-. Ili 4 UNIT HEIGHT ALTERNATE FIN FRAME, NOTE: ITEMS 27, 29, 38, 41, 42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. ® TYP CAL VERTICAL SECTION NOTE: SHOWS FIXED UTE CUT AWAY DETAIL C (HEAD IMPACT HOOKS) ® TYPICAL HORIZONTAL SECTION PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, IN ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. DETAIL A (JAMB IMPACT HOOKS) IMPACT HOOK SPACING: 1) JAMB HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 363/4 °. 2) SASH CATCH: A) 2 -112° FROM SASH CORNER TO EDGE OF CATCH: B A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4 °. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4 °. IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8° FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4 °. C) INNER HOOK 3 7/8° FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 -1/2° FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4 °. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. Dlgltaliy signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2006.07.1614:40:26 - 04'00' AI UPDATED PER NEW FBC REQUIREMENTS WINDOW 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 1 07/03/08 TITLE. ECTION VIEWS & ALTERNATE FIN FRAME - LARGE MISSILE IMPACT SEHIHS: HORIZ. SLIDER UHAWN BY: v11 NTS • 8200 -IEV. LEI I bH 'DATE: 7/8/2008 • "c. ,•.: CWS -232 SHEET: A 4 OF 7 0 3 4 5 1+8031 FI.8031 H-1881 FW027 • 10•• 11• 12• 'J•• 16 (I •• fi 26•• 23 24 • Mk • 26 497 4028 8-498 1+8004 S-8005 • 5-!009 “008 • S -8016 018 S-8013 • 18•x14 E 578 • 17.4859 P-3804 P-3783 • 14184 P.3215 Reid'. Sash Mewl Rail • • Swah att•nfill, P/C (8.0.8 for F6) tielnt%S.B.R/S!S.Ft Horiz. � R Sash Sig e/Top/Bot. Fall Roller, track PVC Oz dB., ,' d, Fbriz. • • • 27 28 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 48 49 SO Sl 52 53 P -3893 P-3429 8-1112 P•3788 P-4051 W P -4284W P-3010 P-3531 P 3342 P -3752 P•3438 P-3352 P-3738 P 3881 P-3813 P3281 P3281 P4218 P-3218 P-3321 P -3581 P4228 P-3029 0. UM S-1498 Main Fr., SR w/Rg., PVC, Head Main Fr., SR w/Rg., PVC, S0 Main Fr., SH w/Fig., PVC, L Jb. Wahl �r PVC, R Jb. Iiejvy Duty moot. Rd, Alum, Fxd. Sashe/aell Bali, PVC • • • Glz. 1101.•7/8 ",fed., Vert. Glz. Bd. 3/4° Sash, Hora. h ero 0 Part 0 57 148028 Giz :. , 4 ,8�,sh, Vert Scrn.aitlt}41wv/Mb, WC,118!z Scrn. AAA�apt, P/C, Vert Frahm Catch, Jamb, INC , HS • Sash Balkh, FMC, Iowan a c�tWC • ▪ •••• Kee p Al,Rd�at!tP/C • • Weep Ra try RIP Rate, F.MR Wstp., 0.270 x .187 back RnSeal, Gray Gaoling Bead 06 x0.025RsPHSMS 08 x 1.250 Ph FHTEK, Witt 08 x 3/4" FH Ph W/ 08 Head, 8E18 Drilling Type A, So Bulb Vinyl w/ Rlgld Paso, .350 High 08 x 3/8" Screw, Frank Impact Hook Seam Sealer, SM•0504 Cap Rug, 1/2° Hole Fbt Melt TruSeal, °K Set. Mt. 85 Dur.,1/8° x 518•x2" Lg. HS -8200 Gold Cart Label, NFRC Tab, Impact ASTME Tenporary itt (NFRGIDf9 CWS Lb4 (logo) Glass, Rxed (Vasa, Sash Spacer, DuraSeal, Fixed Spacer, DuraSeal, Sash Screen Frame, Hertz. Screen Frame, Vert Screen Frame Corner Key Screen Cloth, 18 x 18 Rberglass Screen Spline, .155 Die., 818. Screen Pul Tab Screen Spring, SS Franco Catch, Head, PVC, HS Rebel. S.B.RJS.S.R Vert. Main Fr., FB, w/Fln., PVC 58 P-3113 Screw Support, INC Description • •• • PVC FRAME FLANGE -6031 1/18' ROLLER TRACK -1678 ALUM. 6063 -T6 FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) 1 1/4" 3/8° FRAME IMPACT HOOK -1576 ALUM. 6063 -T6 (HS JAMB) O 5/8° 5/8 318' PVC FRAME FIN -6026 J 15/8" — rC LI Ie 3 1 88 1 3/18» HD MTG RAIL -1681 ALUM. 6063 -T6 PVC SASH TOP/BTM RAIL -6004 0. SASH IMPACT HOOK -1556 ALUM. 6063 -T6 5° 5" d PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING I8 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1 6/8" 3118' 0 2 3/16 SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6028 0 3/18" II f 0 3116° 6° 6/16" 8/8" r ELI 7/8° PVC GLAZING BD -6016 -1/16" PVC SCREEN CATCH 6013 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 SASH CORNE CONSTRUCTION CORNER WELD (ALL SIDES) 3/18° 1 3/4° S.B.R. /S.S.R. -1498 ALUM. REINF. 6063 -T6 3/18° T SCREW SUP.-3113 3° • 1 1/8 °7 5/8 l 171251702 Ned Er rM ltte1.01702 1432 W°adlgd Road 1470121434 NC "07 Data 1008rI7.1814A6A8-04'W' AI UPDATED PER NEW FBC REQUIREMENTS FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 3/18 CD 7/8° / I PVC GLAZING 13D - 6009 PVC SCREEN SUPPORT - 6014 TITLE: EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT StHItS: UHAWN BY: 7ATE: PVC HORIZ. SLIDER AAJ 7/8/2008 1 AW1L: SCALE: 7WG. NU.: 8200 NTS CWS -232 HbV. Lt1IkH: OHhh A r 5OF7 • • • • • •••• •• •• • • • • • •• • • • CONC JAS0•MRY- •• •••• • • • • • •••• •••• • • • CAULK BETWEEN BUCK • • • • • AND OPENING BY OTHERS • •• • •21/2° • • • M. EDGE DIST.) •••• • >• • • •� •Rye e. •°:•• ..•• e , • s Luc (MIN. EM= .EDMENI) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS •••• • • •••• • • • • • • •, • • s: 2JL2" (MIN. EDGE DIST.) ® VERTICAL SECTION FRAME (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY • • • BY OTHERS • • • • • •• • • • to INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 BY WOOD BUCK BY OTHERS 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BYINSTALLER DRYWALL BY OTHERS INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS DRYWALL BY OTHERS 2 1/2° (MIN. EDGE DIST.) 1 1/4° (MIN. EMBEDMENT) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) SILL STOOL BY OTHERS USE SOUD WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS JIM! (MIN. EMBEDMENT) 1 BY WOOD BUCK BY OTHERS PERIMETER CAULK BYINSTALLER EXTERIOR FINISH BY OTHERS —1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME SILL CONCRETE/MASONRY BY OTHERS • FRAME (MASONRY) Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.16 14:46:09 - 04'00' PROPRIETARY AND CONFIDENTIA1. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 21/2° (MIN. EDGE DIST.) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER ® ALTERNATE PRECAST SILL DETAIL \\ R. I1 .0 / 41i • • • . d TATr,� . Fss� ... ,aV, WINDOW FRAME JAMB 1 1/4° (MIN. EMBEDMENT) PERIMETER CAULK .BYINSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/18' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) MUUtL 8200 © HORIZONTAL SECTION FRAME (WOOD) 1 3/8° (MIN. EMBEDMENT) II V. LEI 1tH: A DRYWALL BY OTHERS INSTALLATION ANCHOR, 010 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 2 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS AI UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 WINDOW 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE. INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT SbHINS: UHAWNBY: DA1E: PVC HORIZ. SLIDER AA 7/8/2008 SUALt: NTS uWU. NO.: CWS - 232 SHtET: B OF 7 •••• • • • • •••• • !I EXTERIOR FIASH 43YOTHERS"•• • • • • • • • •AULK BEHIRSFIN • • BY INSTALLFJI• • • • • WINDolveymte BY INSTALLER • • • • • • • • • • PERIMETEt•CAU!K • • BY INSTALLER • • • ••• • • • •••• WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS • • • • • • • 1 1/2° (MIN. EMBEDMENT) • VERTICAL SECTION FIN (WOOD) 1 1/2° (MIN. EMBEDMENT) INSTALLATION ANCHOR, #8 WOOD SCREW INSTALLATION ANCHOR, #8 WOOD SCREW 2 BY WOOD BUCK BY OTHERS 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS 1 1/2° (MIN. EMBEDMENT) F EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. INSTALLATION ANCHOR, #8 WOOD SCREW ® HORIZONTAL SECTION FIN (WOOD) v,•�\ SF • cP *• b1 • r7� 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.1814:4838 04'00' AI UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 M WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 • INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT 611-1It8: UHAWN 8Y: ATE: PVC HORIZ. SLIDER AE , 8 ' 20 08 MUU1L: SCALE: 8200 NTS REV. LEI IEH: A JWti NU.: CWS -232 3HEt f: 7 OF 7 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A}i'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co ncemtant m1[st,12eDoAted Whiz 'te for the first inspection which occurs seven (7) days after the building permit is issued l r t s�yq�,rence agi'ffitecE 111/MtailitElotice, he inspection will r of be approved and a reinspection fee will be charged r �, �',' Notary Public . State of Florida PAY Commission Expires May 30.2007 Commission t? DD201982 Bonded By National Notary Assn. Signature Chc 05/13/03 r or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known toe or who has produced #t, G� pi L 3- 75o $ 9 s identification and who did take an oath. NOTARY P My Commission Expires: * * * * *, * * * * ** x ** * **** * * ** * * * * * *** x*** * * * * * **** APPLICATION APPROVED BY: - 00I1 OTARY P S i r r a,::s gn • ��i+ -►>, .A� 08 Si • inc. Print: !11111 .date/ F My Commission E Engineer Zoning Contractor The foregoing instrument was acknowle before me :this y of 20 0.T by Jv / aAis IltecOd, who is personally own to me r who has produced AJ/. - as iden ' cation and who did take an oath. i � p 1PaY A, aliplignEMZO eSy` ^Y Commission Expires May ' 1, 2007 • Commission 8 DD201982 *ii**>k*>tira**ar9§ t3yYaMbtetitig* ****************** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** ,— . 4c — Plans Examiner acts Home I Log In 1 User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff 1 BUS Site Map Links 1 Search I Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aooiicatlon Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Qyalij1, ess♦.irjice$ on - ac c t Exeir tion Date ;Validated EgY • • • •. ••• •• • • • • • •• Certificate of Independence • ••• •• • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • Reti'�'Tenced SPanGiitl and•feer (of €tandard) ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • •• • •• •• • • • FL7067 -R3 Revision 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Windows Horizontal Slider Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA /101/I.S.2 -97 AAMA/WDMA/101/I.S.2/A440-05 ! Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i' Evaluation Report - Hardcopy Received FL7067 R3 COI 510485A (Eval Rep 115 -8200 Impact XO 74x54).pdf Year 1997 2005 httn: / /www.floridahuilding.org/nr /nr ann dtl. asnx ?naram= wGEVXQwtDavmivMZSg39J... 6/29/2009 Summary of Products I+�L # Model, Number or Name Des �I� _ 067. f HS - 8200 Vinyl Horizontal Slider HS - 8200 Vinyl Horizontal Slider (Impact) 74x54, XO !Limits of Use .. Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ - 60 Other: Large Missile, 74x54, DP = +/ 60 psf, (Impact). nstI a In Instructions FL7067 R3 II CWS -157A (HS -8200 Imoact).pdf FL7067 R3 II DuPont PVB NQA 05 -1208 02.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Rep HS -8200 Im aC XO 74x54).pdf 1 Created by Independent Third Party: Yes 7067.2 IHS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ - 60 Other: Large Missile, 111" x 63 ", XOX, +1 60 psf. Installation Instructions FL7Q67 R3 II CWS -232A (HS -8200 Impact XOX),pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL7067 R3 II Mikron NOA 06 - 1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104876 (Eval Rep HS -8200 Impact XOX 111x63).pplf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes ! Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. • ... • • • • • • • Installation Instructions FL7067 R3 II CWS -186A (HS -8200 Impact 72x63).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Eva! Rep HS -8200 Impact XO 72x63).pdf Created b Inde . endent Third Party: Yes Equivalence of Product Standards Certified By • Sections from the Code • Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved • • • • • • • • • • • •• • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • ,• • • ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Back { Neat { DCA Ad • • • • • • • • Department of Community Affairs • • • • Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 • • • • • 400 • • (850) 487 -1824, Fax (850) 414 -8436 • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 • • •• • • • • • •• • • • • • • •' • • • • •• • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• •• • • • • •• • • • • ® 2000 -2005 The State of Florida. All rights reserved Copyright and Disclaimer Product Approval Accepts: • • • • • • •• • y: VEROP9P Ea 'Bobby .!ztPNt5tia01. httn : / /www.floridabuilding.orJnr /nr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44"' Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Fiorlda Department of Community Affairs for Statewide Acceptance per Rule 95-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 06110/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5 psf design pressure, 7.75 psf water infiltration TAS 203-94 Cyclic Pressure Loading ±60.0 psf design pressure b) Report No.: NCTL 210-3167-1B, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM El 996-02 ASTM E 18661E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1866/E 1996 Cyclic Load Test, ±60.0 psf design pressure AAMA/NWWDA 101!I.S.2 -97 Design Pressure: 160 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: 1 of 1 • Maximum design pressure: ±60 psf • Maximum unit size: 74° x 54" • Maximum D.L.O.: 33 3/16° x 49 13/16" • Units must be glazed with 3 /4" IGU consisting ot outboard lite 1/8" Ann — Air -5/16° laminated inboard lite consisting of: 1/8" Ann - -.090° Dupont Butacite PVB interlayer —1/8 Ann., per ASTM E 1300. • DuPont Butacite PVB interlayer per NOA 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 NOA 06 1220.01 Installation: • Units must be installed In accordance with approval document, CWS - 157 Revision A. Certification of Independence: Please note thatil dolls havr3 no‘willpc guireti financial interest in any company manufacturing or distributing the product(s) forwhich tlls ft p nt s Deirg tssae . Also, I don't�havp nor will acquire a financial interest in any other entity involved in the prdtu�l crop ts of t114sted eroduct(s)r _. .- i • • • • • • • • • • •• • •• • • • • • • • • • • • • ••• • • • • or • • • • O. • ` - .11 • • • • • • • • _ • • v • • • • • • • •. ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• •• • • • • ••• • • Engineering Evaluation Report Report No.: 510485A , • v \GUIs • • d AT OF .1 'y'� 'rl01ita9�. \: FL NR. Lomas, P.E. ' itO �� \`• 07/15/2008 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) - ..,- .45 OM ••• • • • •• 49118' GLASS DLO 31 3/16' GLASS DLO 2f1iLZ MAX. SASH W IDTH 3/1s GLASS DLO "OJX" & "XJO" MAX. SIZE -$200 � CWS -157 UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 NERAL NOTES & ELEVATIONS - LARGE MISSAL IMPAC TABLE OF CONTENTS 'GENERAL NOTES 8 ELEVATIONS»_ ..» _1 ANCHOR SCHEDULE AND DESIGN PRESSURES & SECTIONS & ALT. EXTRUSIONS & BILL OF MATERIALS........_5 INSTALLATION PROP TART ANDCONHDENRAL . O THE NFORMATSYV CONTAINED N THIS DMN WG IS THE SOLE P6GPERTYOP(' +k�1S ` - �L W NDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE W 11 tXiP 64E` FL PE: WRITTEN PERMISSION OF CUSTOM W INDON SYSTEMS. PC. IS RAMMED: pvC IMPACT REQUIREMENT, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDRION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "0/X' OR "X/0' 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. S. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8-8 FOR ANCHOR DETAIL. 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER 'C/X','WO": NCTL- 210. 3187 -18, NCTL -2t0- 3187 -1 9. SERIES / MODEL DESIGNATION HS -8200. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE. BUCK OR FRAMING 10 THE RESPONSIBILITY OF 140 ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR 1140 FOLLOWING: X = OPERABLE SASH, 0 = FDCED SASH 12. SECTION CALLOUTS FROM 0/X ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 1 ITEM BATH TUB UNIT • FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEbPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AMID PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER ' U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS . SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES - A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • 'HEATER -NEW INST. GENERATORS TRANSFORMERS I HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMSIING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFERS UTILITY -SEWER I SIGN TIME CLOCK _ UTILITY -WATER I FIXTURES SEPTIC TANK ANTENNA RELAY ` TELEVISION OUTLETS _ DRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN _ ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING (AN APPLIFATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAIVD, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) • PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION ELECTRICAL MECHANICAL •••• • • • • •••• • •• • • rmac.(Te • • • j • • N • �,-- • • •• • • •. • • • • • • • • • •• ••.• • • • • • • • • • • •••• 4044 • • • •• • • • • • NOTES: 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 1W. USE SHIMS WHERE SPACE GREATER THAN 1118' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE t i EH. 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. 5.610 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY W000 BUCK. 6. B8 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. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS I FS.S THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A, WOOD - MINIMUM SPECIFIC GRAVITY OF 04.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM G-90, GRADE N, TYPE 1 (OR GREATER). PROPRIETARY AND CONRDEtTRAL THE INFORMATION CONTAINED N THIS DRAWDND IS THE SOLE PROPERTY OF CUSTOM WIDOW SYSTEMS. NC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERNISS10N OFCU6TOM WINDOW SYSTEMS. INC. IS PAOHI ITED. ANCHOR LAYOUT - (FM THEM NAIUN G FIN (WOOD OPENNIN Witt d LFA1`US \ R,C,IP.D.NO. 62514 < INSTALLATION ANCHORS TYP. A UPDATED PER NEW FBC REQUIREMENTS i 07/07/08 DOW SYSTEMS ,i ��.�� .-44TH AVENUE dSpL ICff SCHEDU LE & NOTES - LARGE MISS ILE IMP 7/15/20 08 • CWS -157 20F8 CO1V1M0AT1Y S MS (TIP -'HP) HEIGHT WIDTH (IN) GLASS TYPE 19 1/6 C36 5 55 1/4 26 A,B +60/ -60 +60/ -60 +60/ -60 +60/ -60 28 1/2 A,B +60/ -60 +60/ -60 +60/ -60 +60/ -60 ( A,B +60/ -60 +60%60 +60/ -60 +601 -60 531/_6 A,B +60/ -60 +60/ -60 +60 / -60 +60 / -60 751/4 A,B +60/ -60 +60/ -60 +60/ -60" +60/ -60 WIDTH (IN) 't',`t$S TYPE 17 7/8 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 •••114;/4 " r ' A,B i •'-?6P/ -60 +60/ -60 +60/-60 +601 -6U +60/ -60 +60/-60 • • JZ P/2 • • • • • I1,B +6 'i11 -60 +601 -60 +60/ -60 +60 /-60 +60 / -60 +601-60 ',, 29 1/2 A,B • • +6I}/ -60 +60/ -60 +60 /-60 +60 /-60 +60/ -60 +60/ -60 • • • 33112 •••• A,B • ! t6.0 /-60 +60/ -60 +60 /-60 +60 /-60 +601-60 +601-60 •1601/2 •' :A,B ; • ; 0l - - 60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 ••159 ' 43.1/2 • "43'1/2 •- 51 1/2 •••• A,B • ••• AB • A,B • • • • • AB • •e •A,33 • • • s60/ -60 • 1.00/-60 ••.•tea -u0 • • $60/ -60 •• • • • • 0/-6 +60 /-60 GLASS TYPE A 1/2" GLASS BITE MODULAR S1 (UNIT WINDOW S122 +60/-60 +60/ -60 460/ -60 +60/-60 +60/-60 +60/ -60 +601 -60 I +60/-60 +60/ -60 +60/ -60 +60/-60 +60/ -60 1 +60/ -60 +60/-60 +60/ -60 1 +60 /-60 +60 /-60 +601 -60 1 +60/ -60 HEIGHT (IN) +60/-60 +60 /-60 +60/-60 +60/ -60 +60 /-60 +60 /-60 +60/ -60 +60/-60 I +60/ -60 +60/ -60 +60/ -60 3/4" OVERALL 118" ANNEALED GLASS 5/16 AIR SPACE 5/16" LAMINATED 118' ANNEALED GLASS 3/32' DUPONT PVB INTERLAYER 1/8' ANNEALED GLASS 3/4" OVERALL 118 TEMPERED GLASS 5/16- AIR SPACE 5/18" LAMINATED 1/8" ANNEALED GLASS 3132 DUPONT PVB INTERLAYER 116• ANNEALED GLASS 1/2' GLASS 43 1/2 +60/-60 +60/ -60 +60 /-60 +60/ -60 +60/-60 +60/ -60 +60-60 +60/-60 +60/ -60 +60/ -60 +60/ -60 47 1/2 +601 -60 +60/ -60 +60/ -60 +60/40 +60/ -60 +60/ -60 +60/ -60 +60-60 +60/-60 +60/ -60 +60/ -60 THE INFORMATION CONTNNED THOS DRAWING IS THE SOLE PROPERTYOF mai. II L ROB fTl WINDOW SYSTEMS WC. ANY REPRODUCTION ►I PART OR AS A WHOLE WITHOUT THE R_ P.E. ( .'62514 WRITTEN PEWASSFON OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED- - ' 54 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601-60 +60/ -60 +60/-60 NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARDER SIZE. • WINDOW SYSTEMS I900'S1W. AVENUE , FLORIDA 34474 A I UPDATED PER NEW FRC REQUIREMENTS 07107/08 IIILE: CHA O GLAZING ..e,. - .r hAISS1 .. ........ T 7/15/2008 CWS -157 3 OF 8 • • • •' • • • • • • • • • OVERADIa • • • FLANGE • HEIGHT • 0 SEE GLASS TYPE DETAIL SHT. 3 • • NOTE; 6HOWS SASHEUT AWAY •• • • • • • • ••• •• •• • • ••• •••••• • • •• • • • °HEIGHT ® TYPAL VERTICAL SECTION NOTE. SHOWS FRIED ors CUT AWAY VOTE: ITEMS 22, 27, 29, 38, 41.42. 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. DETAIL C (HEAD IMPACT HOOKS) '7 PROPRIETARY AND CONROEAMAL THE INFORMATION CCNYAWED N THIS OMWC4G IS THE SoLE PROPERTY QF T11ET5M WBNDOW SYSTEMS. INC. ANY REPRODUCTION IN PART DR AS A WHOLE WITHOUT M WRRTEN PERMISSK'N OF CUSTOM W MEOW SYSTEMS. WC. IS PROIESITFD: DETAIL D (JAMB IMPACT HOOKS) IMPACT HOOK SPACING: 1) HEAD HOOKS: A) Er FROM LIMIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 51 3/4 - . C) INNER HOOK 9 7$E FROM EDGE OF UTG RAIL 2) SASH CATCH: A) 2 -I2' FROM SASH CORNER TO EDGE OFCATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. OVERALL FLANGE WIDTH XTER1OR (B\ TYPICAL HORIZONTAL SECTION l4J KITE; IEFT SHOWS FIXED LATE CUT AWAY. RIONT SHOWS SASH OUT AWAY IMPACT HOOK SPACING: 1) JAMB HOOKS: A) s• FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF UMT HEIGHT IS GREATER THAN OR EQUAL TO 353/4'. 2) SASH CATCH: A) 2-12' FROM SASH CORNER TO EDGE OF CATCH. 6) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT 19 GREATER THAN OR EQUAL TO 35 314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN V4. A I UPDATED PER NEW FBC REQUIREMENTS �cxce NTS A PVC HORIZ. SLIDER VR7UEL: 07/07/08 WINDOW SYSTEMS 7900 S.W. 44TH AVENUE (;)CAL A, FLORIDA 34474 SECTION VIEWS & ALTERNATE FIN FRAME- LARGE MISSILE IMPACT grnTin: 'OArE 7/15/2008 AVM CWS -157 r ' 40F lions 8 Part R 2 H-6031 Win A. 31-1. W /F b., PVC. 88 3 H.6 3Y BA Fr., SH, se /Ap.. FNC. L.A. • '.1 4 • H -60311 . OA.. SH, no /O., FV2,./L So. I��a H-6001 Meet Rai, Fxd. • • • • ' 1111101111�.�' 71 Fxd. MR. • •••• • 3 ••ro" ••,n. o: Va 13 H Mein Fr.. SFl v/Rp., PVC. Mead F46021/ 41497 • '480213 - 8 - 1' • 4e • S16a S-6pF8 S4556 s-1 P-3804 '.3783 P3784 P-3215 P-3893 P-3420 P37135 8-1112 P-3768 P-4051W P-3748W P-3010 83531 P-3342 P-3752 P-3438 P3438 83352 P3738 83881 83613 P-3281 ®m P-3029 83033 C!> Bd..3/4'seeh, Y ert. Adapt.. S•r•, Adapt., MC, Vet• Caich,Aeb,SVC. FE Seth Cates. wc, Anchor C8p Roger. Tandem Lock trpact WG Keeper. irpecl. we Weep Cover or/ Rep Relyd. Rat.. FLAP. Welp., 0270 x .187 beck F tr Seai. Gray 118 x 20001 FNMA Glazing Bead 88 x 0.625 Rr PH SW 116x1250 RtPH/BCW'ht, 46 x 0.625 Coed RI T8t. Wht Bub WOW F101 Base..350 Ftgh 118x 318' Screw • Frame hpacl look SsamSealtr, 621h5504 Cap Fig. 12' FkTle H01 TruSaai,'H Hai Met TruSeal'ti' Description SQL Bk., 85 Cur., 11/3" x 5/6' x 2' Lg. 1i9-8260 Gail Cep. Label, td°FIC Tab, Srgact A Temporary Lid. (1 ,M1Cfi band$ Lbl (bge) Gass, Heed Glass, Sash Spacer. DuraSeal bled QI Spacer, FUraSeal. Sash 01 Semen Rana. Fbrat• Screen Frene. Vert So P-3321 Screen Frame Corner Key Screen posh, 1 B x 18 Fiberglass Screen Spine, .155 Da, Bic. Screen Pul Tab Screen Sprig. SS MEM ®® Frame Catch. Fbad. PVC. HS ® Field. S.13.41JS.S.R. VerL 11•111•112:111111 Screw Support. PVC PVC FRAME FLANGE -6031 PVC FIXED MTG. RAIL -6001 PVC SASH TOP/BTM RAIL -6004 1 114" 3B" ROLLER TRACK -1678 SASH IMPACT HOOK -1556 ALUM. 6063 -T6 ALUM. 6063 -T6 --3118 y� - f � V16' 1- --- 212' ---'117 ANCHOR CUP, P -3780 ALUMINUM 6063 -T6 NOTE: REM 19 IS NOT USED IN THIS PROOUCT1 PVC FRAME FIN -6026 1 5/16' PVC SASH SIDE RAIL -6026 FIXED MTG. RAIL -1499 ALUM. REINF. 6063 -T6 PVC SASH MTG. RAIL -6027 5f16' —� t" 3116' S.B.RJS.S.R -1498 ALUM. REINF. 6063 -T6 7 ! PVC SCREEN SUPPORT - 6014 FRAME IMPACT HOOK -1577 ALUM. 6063 -76 (HS HEAD) 11116 0 114' FRAME IMPACT HOOK - PLAN VIEW OF ANCHOR CLIP ALUM. 6063 -T6 (HS JA A ' LE: EXTRUSIONS & B ' t Farnwrrnm Age) akdWH1ML '.' l obi y.,I . THE INFORMATION GON rxemo tires movWe l$ THE SOLE PROPER OF7D- 'fffii ocrt V iv 6 � v i h 4 s't� 4 C` _ - - -- WINDOW SYSTEMS. WO, ANY REPRODUCTk7N 41PAST OR AS A WHOLEW1THGUT S1ff 4 WRITTEN PERLSSSON OF CUSTOM WINDOW SYSTEMS, INC. S PROFBBFCED. r t , a.... SASH MTG. RAIL -1497 ALUM. REINF. 6063-T6 SASH CORNER R CONSTRUCTION 1/18' 1)2' FRAME CORNER CONSTRUCTION PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 7J16' -j 3n6" SCREW - 3113 • • • • • • • •I • • • •• PERIMETER CAULK BY INSTALLER • •••• • •• 2112' ••••• • • • • • • • (MIN. EDGE CAULK BETWEEN BUCK 1 • • • • • • • • ANO OPENING BY OTHERS • • it • CCNGtRETEmMSONR`• • • • • 21L2" 4 1 • • • • P4DS - IPP 4 . ° A • • (MIN. EDGE GIST.) r•.•• • •• p •A p e 4 Or �• p 4 , p Q i •••• • • ►p • it'..; p • P p.; • •p 4 a 4 4* r 1> ; 1 1; ; 0 , p • • ; (M E 4 ' • V .111 D 4 4 • • 11• —ter �-- • 4 • . ° . o .o • • • FIK)R • - ]rtYit`c -_.. BV OTHERS • - • . v . pQ� • 1 L ' j: BY OTHERS • i 1 U4 MAX SHIM • • o • • • (� ' I (SEE NOTE 2 8 3 ON SHT.2) • • z ip,. • o0 EXTERIOR FINISH BY OTHERS EXTERIOR FINISH BY OTHERS (MI N. EDGE DIST.) WINDOW FRAME SILL PERIMETER CAUUL BY INSTALLER ANCHOR CUP CAUUC PYI��UER INSTALATION ANCHOR, ANCHOR CUP 3/16' DIA. MASONRY ANCHOR. 1 BY WOOD BUCK BY OTNERB WINDOW FRAME JAMB PERIMETER CAULK BY INSTALLER Ali- - ... • CONCRETfJMASONRY-> • ° • .° i i;a 1 BY WOOD BUCK BY OTHERS •••o BY OTHERS ALTERNATE PRECAST SILL DETAIL P , a • F • •P •.P -_ = ® CUP (MASONRY) A I UPDATED PER NEW FBC REQUIREMENTS 07/07/08 P• �a •• :P ,s • P a, • • • o-�os • • 1 114' • •° ° ° ;•;° ` • : ;s� °• • `` • :a (MIN. EMBEDMENT) • • PROPFEETARYAd® countsorwa. 'RNE INFORMATION CONTAINED IN THIS DRAWING 1S THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT W RTTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, RC. 6 PROHIBITED. a ..P.17�•HOR¢. SUDE rw r• WINDOW FRAME JAMB . INSTALLATION ANCHOR. 3116' DIA, MASONRY ANCHOR. 21= (MIN. EDGE DIST.) WINDOW 5Y3TemS $ W. 44T11 AVENUE A 34474 1 9/B• (MIN. EMBEDMENT) P • P • • 4• INSTALLATION ANCHOR. ▪ • 4 /10 WOOD ANCHOR. • A► • 4 I A. • ► 4 CAULKBETWEEN BUCK • AND OPENING BY OTHERS • • • •• • ► A 2 BY WOOD BUCK • T BY OTHERS 4 :A • • CONCRETE/MASONRY • • By OTHERS ; 4P i 4 • • • bA .A ,4 EXTERIOR FINISH BY OTHERS TJATION ANCHOR W/CUP DETAIL - LARGE MISSILE IMPACT 7/15/2008 CWS -157 • • • •••• • • • • • 11/4• •• (MN•EMBEDMENTk • •'." • • ti• • • • • FlNISH • •• '� S • CAULK BY INSTALLER PERIMETER WINDOW FRAME Slit. PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CORETFIMASONRY BY OTHERS DRYWALL BY CAULK BETWEEN BUCK OTHERS AND OPENING BY OTHERS CONCRETE/MASONRY • BY OTHERS • • • DRYWALL BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR. 3/16' DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS . V4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 11/4' (MIN. EMBEDMENT) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL I BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK JAMB BY INSTALLER EXTERIOR FINISH BY OTHERS 2J/Z [-- (MIN. EDGE DST.) • WINDOW FRAME PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS PROPRIFIARY AND COMINNTIAL THE INFORMATION CQNTAMW S411-us DRAWN0 IS THE SOLE PROPERTY OF WINDOW SYSTEMS. '4C. ANY REPRODUCTION IN PART OR AS A WHOLE2LITHOUT 1}4E WRITTEN PERM ISSON OF CUSTOM WINDOW SYSTEMS, INC. IS PROI NERED:`. • • INSTALLATION ANCHOR, 3/16" ow MASONRY SCREW wI NEOPRENE BACKED WASHER THRU SCREW SUPPORT. - CAULK UNDER SCREW HEAD BY INSTALLER 1 �/s• (MIN. EMBEDMENT) I/4' MAX SHIM T (SEE NOTE 2 &3ONSHT.2) CAULK UNDER SCREW. HEAD BY INSTALLER a3- WINDOW SYSTEMS T900 S.W. 44TH AVENUE • ; LA. FLORIDA 34474 DRYWALL BY OTHERS > INSTALLATION ANCHOR. L. 010 WOOD ANCHOR WI 6 NEOPRENE BACKED • • . WASHER THRU SCREW SUPPORT. CAULK BETWEEN BUCK AND OPENING BY OTHERS A UPDATED PER NEW FBC REQUIREMENTS 107/07/G8 INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT 7/15/2008 CWS -157 7 OF 8 •- r •••• • • • •••• • • • • • • • • • • • • • • • ikHEATHINe B OThERS 8Y 0 EXT %WOW • • • • • CAULK BEHIND FIN BY INSTAINIENI • • • wproM9AAP BY INST‘LLER • • • "tTEFIN't PE BY INST •••• • • •••• WINDOW FRAME HEAD WINDOW FRAME Sal CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLEFI EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS • • • • • • • • • • • • • (MIN. EMBEDMENT) 11111 .444;■/*813 WOOD SCREW INSTALLATION ANCHOR, 2 BY WOOD BUCK BY OTHERS (S) VERTICAL SECTION .3.) FIN (WOOD) LUZ (MIN. EMBEDMENT) 1 tie MAX SHIM (SEE NOTE 23.3 ON SHT.2) INSTALLATION ANCHOR. 98 WOOD SCREW 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS iNSTALLATION ANCHOR, 98 WOOD SCREW 1.ILE (MIN. Emszomarn EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER PROPRIETARY AND COMDENTIAL THE INFORMATION CONTAINED 4 11S DRAWING IS THE SOLE PROPERTY Of W 2DOW SYSIEMS, INC. ANY REPROOUCTEN IN PART OR AS A WH.EWITE WRITTEN PERMISSON OF CUSTOM WINDOW SYSTEMS, S. PRCHISITED, tNe (RIT) HORIZONTAL SECTION MI FIN (W000) • 4,4,0P t2ROBER 0 LoMAS FL P.E.NO. 62514 t • , - Mr MAX SHIM (SEE NOTE 283 ON SW. 2) WINDOW FRAME JAMB WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER A UPDATED PER NEW FBC REQUIREMENTS 107/07/08 WINDOW SYSTEMS S.W. 44TH AVENUE LA, FLORIDA 34474 ALLATION ANCHOR RN DETAIL - LARGE MISSILE IMPACT 7/15/2005 • CWS 8 OF 8 NTS Communi Affairs BCIS Home I Log in User Registration ; Hot Topics Submit Surcharge f Stats & Facts Publications i FBC Staff BCIS Site Map j Links Search Product Approval USER: Public User Pmduct Approval Meng > Product or Apofcatbn Search > Aopticatbn List > A u. @atbn Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Ralph Emminger ## Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed Luis 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 •• •• • • • • • •• • • • • • •• • • • • ••• • altifl on : • • • •• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • - •• •• • •• •' • • • •• • • FL7858 -R2 Revision 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 M LaFevre@cws.cc 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Exterior Doors tiding Exterior Door Assemblies Validation Checklist - Hardcopy Received Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received FL7858 R2 COI 510463A (Eval Rep XO 8080).odf Referenced Standard and Year (of Standard) Standard Year • ••• •• • ••• • • • • • • • • • • AAMA /WDMA/101 /I.S.2/A440 -05 2005 • • • •• • • • • • • • • ASTM E1300 2002 • • •• • • • • • • • • • • • • • • ASTM E1886 -02 2002 ASTM E1996 -02 2002 1 of 2 7/28/2009 9:34 AM .1 1V1 144 7-/41141f115 Vv4v v1ff 111v 2 of Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 7858.1 8900 Vinyl SGD Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missle dp = +/- 60 psf (96" x 96 °) Impact. •• •• • • • • • •• • • • • • • • •• • • • •• • • • • • • • • • • • • •• • • •• • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • Model, Number or Name • • • • • • 4 •• • • • • • • • Bade DCA AdmWstratbn Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. AO rights reserved. CorosiggLagd..12istilainiter Product Approval Accepts: PAT/TAS 201/202/203 1994 Method 1 Option D 09/12/2008 11/10/2008 11/13 /2008 12/10/2008 Description Installation FL7858 R2 II CWS -165A (SGD -8900 Impact XO 8080).pdf Verified By: Luis Roberto Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL7858 R2 AE 510463A (Eval Rep XO 8080).odf FL7858 R2 AE DuPont SGP NOA 07- 1116- 04.odf FL7858 R2 AE Mikron NOA 06 -1220 01.odf Created by Independent Third Party: Yes 'N' INCIE 00 Vinyl 2 Panel 2 Track SGD. Large Missle dp = +/- 60 (96" x 96 "). 7/28/2009 9:34 AM L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 SW 44 Avenue Ocala, FL 34474 Product Line: Series 8900 PVC Sliding Glass Door — Large Missile Impact Engineering Evaluation Report Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. • Product descriptlorr: Sliding glass door manufactured out of extruded PVC; frame is straight cut, coped and assembled with four (4) screws through each jamb end into head and sill frames. Supporting Technical Documentation: 1. Approval document: drawing number CWS -165 Revision A, titled Series 8900 PVC Sliding Glass Door — Large Missile Impact prepared, signed and sealed by L. Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 3342 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMANVDMAICSA 101/I.S.2/A440 -05 Design pressure: ±60.Opsf Water resistance: 9.Opsf ASTM E1886-02 and ASTM E1996 -02 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, 1:60psf design pressure 3. Test report No.: NCTL 210 - 3342 -1A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact test TAS 202 -94 Uniform Static Air Pressure, ±60psf design pressure, 9.Opsf Water test penetration TAS 203-94 Cyclic Pressure Loading, t60psf design pressure. 4. Anchor calculations, report number 610112A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Condltlons of use: • Maximum design pressure: t60psf • Maximum unit size: 95'/" x 951T • Maximum panel size: 48 3/8" x 92 7/8" • Maximum D.L.O.: 41 ' /," x 85 3 /.° • Units must be glazed with 1" IGU consisting of a 3/16" tempered outboard lite — air - laminated inboard lite consisting of 1 /8" annealed - .090 Dupont Sentry GlasPlus interlayer -1/8" annealed per ASTM E 1300. • Dupont Sentry GlasPlus interlayer per N.OA 07- 1116.04. • Approved configurations: OX, XO • 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 rigid PVC per N.OA 06- 1220.01. installation: • Units must be installed in accordance with approval document CWS -165 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing product(s) for whisk Ori2 rgpclrt izirtg py@d. Also, I don't have nor will acquire a financial int involved in the€pprov. • p s otthe Iptelproduct(s). 1 of 1 • • • • • • • • • •• •• • • • • •• • ••• •• • ••• • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • Report No.: 510463A 0 Luis R. Lomas, P. E; - FL No.: 62514 10/24/2008 Send To: MIAMI SHORES VILLAGE From: YOSEFVAR ELECTRIC CORP. Attention: (31N1 Date: 02/22/05 Phone Number (305)795-2204 CC: Fax Number (305)756-8972 CC: 305 246 8989 FROM 'YOSEFVAR ELECTRIC CORP FAX NO. .305-246-8989 YOSEFVAR ELECTRIC CORP. 800 N.B. 12 Avenue # 1347 Homestead, Florida 33030 FLORIDA ER# 13012778 DADE CC# 03E000438 BROWARD # 181-0002454 Phone/Fax number: (305) 246-8989 Fax Cover Sheet 0 Urgent LIJ Reply ASAP Please comment L1J Please review iWt your information Total pages, including cover: 3 Comments: • Gint we are faxing to you the information of the electrical work at 360 N.E. 91 Street, Miami I Shores, FL 33138. If you have any question don't hesitate to call me. Thank you. Frady Rodriguez. (Electrical Contractor) 1 5.0-13 1 " 1...r-4 t 1t S? . L.. .1 1. • • I •,,-, • +-W.., *4 <cu. GRD. 214 3/12•C. TO AND cruotzcTED Wes x 113- U rattuND ROD me1vr.P4 6'-0. APART I=1 roe A PANEL . aCOA FA C ZNP. •111•1•1••■•■•■ cop.. AMP VP PANEL 120/210V, Vhf _ 13 Feb. 23 2005 12.58PM P1 RFCEWED 1 7 3 ZP95 5.51 Cia••■• 11, • . • ••• • • • • ••• .• • • • • • • • • •1 • • • • •••• • • • •••• ••• • ••• • • ••• ••• • ••• • ••• • ••• ••• SLIDING GLASS DOOR (LARGE MISSILE IMPACT) • •••• • • • •• • I •• • • • •••• B5 1/2' • MAX •• • UNIT • • • HEIGHT • • • ••l• • ••l• • 92 MAX PANEL HEIGHT • •• • • • • • • • • TABLE OF CONTENTS • • • • • • GENERAL. NOTES & ELEVATIONS -1 ANCHOR SCHEDULE & NOTES..-2 DP CHART & GLAD DETAB -e.._3 SECTION 4 EXTRUSIONS & D.o.a.�...w... B INSTALLATION DETAIL& ..,6 - 8 • i War MAX UNIT WIDTH • • • 4dAki Arik • T 411!4 - GLASS DLO O / 41-3111! MAX PANEL WIDTH 0 e GLASS DLO o .� PROPRIETMY AND COMRD AL ` ' M :`.' o IL , THE INFORMATION CONTAINED N THM4 DR V N3 I8 THE 801E PROPERLY O CUSSTO�M1 ' L_ CIDER XILOMAS• WINDOW SYSTEMS, INC. ANY REPRODUCTION N PART OR AS AWHHOOIIEW TF 1 FL'p.E. NO. 5251 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PSIOHIIFE$. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: '0/X', 4. DESIGN PRESSURES: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E 1300. S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED 04 THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 - 8 FOR ANCHOR DETAIL 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. B. REFERENCE TEST REPORTS: NCTL-210-3342-IA. 9. SERIES! MODEL DESIGNATION SGD -8900. 10. WOOD BUCK OR STUD FRAMING TO SE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING 18 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X.OPERABLE SASH, O=FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. • UPDATED PER NEW FBC REQUIREMENTS J 05/10/08 .1003 SW 44TH AVE. ;•;.. QCALA. FLORIDA 34474 • J 1.1 s.1 • - T.. .j.. - ct1I1 7/8/2008 4bWS -165 1 OF8 T • ••• • ••• • • • • • • ••• • • • •• • • • • • ••• • ••• • ••• • • • • • • • ••• ••• • ••• • ••• • ••• ••• •••• • • 0.000 • •••• • •• MAX • • • • • • • • •• • • •• • • • • • • • • • • • ••• • • • •• •• • • • •••• • • • • •• •• ••• • •• • • • • • • NOTES: 1. INSTALL TWO ANCHORS AT EACH NSTAL.LATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/18' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3118' 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 2 1/2" SHALL BE ACHIEVED. 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 316" INTO 2 BY WOOD BUCK. 8, SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE. WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MNIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.O.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,205 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). • PROPRIETARY AND OOI IIAL • THE INFORMATION CONTAINED N THIS DR*WNO IS THE SOLE PROPERTY O►C WINDOW W PERMISSION OP ANY WINDOW SYSTEMS, wa IS PROHIBITED, OH 6000 MAX 18.000 MAX 0.0. x 0 V l 1 1 ti Imo ROkiA46 r -: 11.000 MAX OZ. A 1 UPDATED PER NEW FRC REQUIREMENTS 1 DB/10108, _ WINDOW SYSTEMS 1 ;1900 SW 44TH AVE. OCAIA, FLORIDA 34474 ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT r�•aa J N � e cl y. , _ ya 0WS -185_ 2 OF 8 • • • • • • • • • • • • • • • • • • • • • • W EMI (IN) • • 60" • • 72” I S 72" : 96" I • .1. • • • • • • •CONFIG • • .�x • .10 OR • X0 , X0 • • • • • • • • • • • • • • • • • • • GLASS TYPE • •At • • A • • • * • +60 /-60 +60 /-60 A A • • +60 / -60 961. 1111ECIMIIINCAIIIr" /-60 +60 /-60 • • • • • •••• •••• I . RIVE: IF SIZE tiOT SHOWN, I4Shi4iatTAARGER SIZE • • • • • • • • • 80" +60 / 40 84" +60 / -60 +60 / 40 +601-60 .40 / -60 +60 / -60 +60 / -60 HEIGHT (DI) 13/16" GLASS BITE 90" +60 / -60 +60 / -60 +601-60 +60 / -60 +60 / 40 1' OVERALL vir TEMPERED irz AIRSPACE 5/1Er LAMINATED GLASS VW ANNEALED 3/32' SOP Mr ANNEALED +60 / 40 96" +60 / -60 +60 / -60 +60 / -60 +68 / -60 +60 / -60 PROPRIEWIYANDCONFMENNAL , , THE DIFORMATION COWAN= 18 THIS DRAWING IS THE SOLE PROPERTYOMIST WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PAM OHM A WHOLE WIMOUT wstrres PERM:DON OF =ram WHWOW rffiems. sus. 18 Prosstrffi. 11 •A • • • • t •L • g . LA•cok calk* 6 S F.E. No.52514 , ja A 1UPDATED PER NEW FBC REQUIREMENTS 1 gm 0/08 NOOW SvTENS MO SW 44TH AVE. OCALA, FLORIDA 34474 rff r l iv G GLAZING DETAIL- LARGE MISSILE IMPACT ,:ttz .1.17 7/812008 OWS-156 3 OF 8 • • • • • • • • • • • • • • ••I••• • I • ••■••• EXTERIOR •• • • • • •••• • •• • • • • • • GLASS TYPE (SEE PAGE 3) • • • • ••• •• TYPICAL. VERTICAL gECTIQN INTERIOR OVERALL UNIT HEIGHT TE: ITEMS 33,5158-59,62 ARE USED UT NOT SHOWN FOR CLARITY T PROPRIETARY AND COMEME TIAL THE INFORMATION CONTAINED IN THIS DRAWEES IS THE SOLE PROPERTY WINDOW SYSTEMS. INC. ANY REPRODUCTION N PART OR AS A WHOLE W WRITTEN PERNSSIDN OF CUSTOM WINDOW SYSTEMS. WC. IS PRDHRITED <P I :..;�; _60 :_ •. TI•N -: rte . fII- .'i' . o ' ' T.1: T • . RIGHT SIDE SHOWS FIXED PANEL OVERALL UNIT WIDTH y ft • ps 1 L lECTWN VIEWS - LARGE MISSILE IMP T '? • cAwN i • e S . "- 6 P�,SLronVG GLASS DOOR � ADE TE .. 7/8/2008 s.� � N SCALE WO. ND: WS -I . FL. P.E 10. 82544 t 1 A 4 0F8 INTERIOR EXTERIOR R A UPDATED PER NEW FRO REQUIREMENTS WINDOW SYSTEMS SW 44TH AVE. kit FLORIDA 34474 1 OS/1 N08 • •• • • • • • • • • • •• • •• • • •• Thres./FBer. PVC, SGD, Head Screen, C, SOD, fa "1^ , PVC, SOD • ' ` - a SOD, Tap. FIaM., PnL. PVC, SOO Pan Fiat, PVC. SOD. BoL Fxd. 8032 5-1590 11.8033 11.6035 S•1590 5-8046 5-8037 5.8037 8-8037 8.6037 P-3788 P3222 P•3429 ,71.1 • C. `'�' d. Red. Pnl, PVC, 8GD Pan ilk, Fxd., PVC, SGD Catch, Re. hdc. Fxd., PVC. SOD FbM., F1d, PVC, 800 Fb".. " • C, SG. Syr.. Weld. PVC, SOD Glz. Bd.,1•, PVC, SGD,Fxd., Kok. GI2. ad., 1", PVC, SGD,Fxd., Vint Dix. Bd., 1 - , WC, SOD.Saah, Firriz. . ad., 1•, PV r'i1. - :,. h, ern. Lock & Handle 101, PVC, SGD Fbk , Tandem, PVC SOD, 8.8 Weip., 0.270 x .167 back RnSeel, Ora --L ISLE IZLIIIMIMMI=31Q111111■1•11 ILA 83342 Seam Beeler, SM•5504 P-3752 Cap Pt .1/2' Hole P 3438 Fbt Msk r rueeal, •R WE lak..111 enllerarY Ib 0 GEZEM Cwrs IN) Q- c' ed 25.4 11111111 NMI r ::. Sash 25.4 —. P-3281 Spacer, (see page 2) MM. MUM Penal, Far= • lover Q MUM 111% : • Anchor Q— Mem Screen MUM EIEIIIII daptor ft•m N Ole It D - ea Van 000 PVC OUTER FRAME • 6042 PVC PANEL INTERLOCK - 6034 PVC PANEL INTERLOCK - 6033 AW M.REINFORCEMENT • 1580 .100 8083 -T6 AWM.REINFORCEMENT -1681 008348 423 PVC INTERLOCK SNAP - 6038 PVC TRACK FILLER -8040 1. 41.645-1 PVC SCREEN TRACK - 6041 PVC OLAZEBEAD -8037 2.136 PVC FIXED PANEL LIFT - 6036 PVC WELD SUPPORT - 6048 ALUM FOXED PANEL COVER - -1597 6063 -T6 ALUM FIXED PANEL CUP -1818 6983.76 D o PR6PWETARY MID 004- 4ERMAL ti r'S' THE NFDIisAATIoN WNrAMED N 7163 DRAINING IS THE soLE PROPERTY OFCU.91C1ry , L � �_. WINDOW SYSTEM WI1 B.INC. ANY REPRODUCTION IN PART OR AS AWHOLE iIOOTThE .'. • R . P.E NO, WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, PIC. IS PROWDITED7 ,. •. PVC ANTI -OFT OUT - 6039 - -2.165 2.813 ALUM. H*GHRISE ADAPTOR 8063 - T6 .651 I �Z 142 FRAME CONSTRUCTION FRAME CORNERS SCREWED TOGETHER VENT CONSTFIUGTION VENTS FULLY WELDED M - LARGE M . SILE PA T 05/10/08 7/8/2008 WS-165 5 OF 8 : . r .r i S e f • i • • • • • •• • • • • • •• • • • • • • CONAETE+MASONRY BY OTHWRs • • -•-•-- /4' • • • • • • • (MIN. EMBEDMENT) .4 • Lux ••�••• MIN EDGE DIST. 27!18' —� •••• •••• • • • ••• EXTEFUOR BY arHERs PERIMETER CAULK BY INSTALLER DOOR FRAME HEAD CAULK UNDER SCREW HEAD BY INSTALLER DOOR FRAME SILL PERIMETER CAULK BY INSTALLER/DO NOT COVER WEEP HOLES 2 (MIN. EDGE DIST.) • FXrERIOR (MIN. EMBEDMENT) CONCRETE/MASONRY • • e BY OTHERS • • • CA BETWEEN BUCK AND OPENING BY OTHERS • • •, (N VERTICAL SECTION ME 1-11E 2711r Q ,. o . 2i/2 MIN EDGE DIST. o .o ' °o MAXSHIM PERIMETER MIX BY INSTAUER SEE NOTE 2 & 3 SHEET 2) 1 BY WOOD BUCK BY OTHERS HIGHRISE SILL D 4 °4 D (MI • EMBEDMENT) INSTALLATION ANCHOR, 3/16' DIA. MASONRY ANCHOR & 1/2' FLAT WASHER CAULK UNDER SCREW HEAD BY INSTALLER JNTERIOR BEAD OF CAULK BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER INSTALLATION ANCHOR 3116' DIA. MASONRY memo; & 1/2' FLAT WASHER CONCRETE/MASONRY BY OTHERS DOOR FRAME MAXSHIM SEE NOTE2 &3 SHEET 2) 38' FIXED PANEL CLIP SCREW •EMBEDMENT) (MIN EM JNT> R10R ]L9' MAXBH(M1 CONCAETEA11A80NRY CAULK UNDER SCREW ( NOTE 2 & 3 SHEET Z) I p P BY OTHERS HEAD BY INSTALLER B —' 3/18' TAPCON 1 i 1 ' • INSTALLATION ANCHOR, 3118' MASONRY ANCHOR W/ r ;1.1. •.1! v ° Ur FLAT WASHER � l 26 X 5/8' TEK f T CAULK UNDER SCREW HEAD BY INSTALLER ' - -.-2-.: 1 1 ... ::P : MIN EDOE DIST. i ILME .12 ° D <t ° }I PERIMETER CAULK i 4 g BY INSTALLER e o EXTERIOR FINISH BY OTHERS EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR. 3/16' DIA. MASONRY ANCHOR & 1/2' FLAT WASHER VOTE THAT PRE PUNCHED HOLES HOLD ANCHOR SEPARATION TO 2450 PROPRIETARY MID CONfIDBITIM THE NFORMMpN CONTAINED N THIS DRAWING 15 THE BOLE PROPER1Y.' WINDOW SYSTEMS. INC. ANY REPRODUCTION N PART OR AS A WHOLE WRITTEN PERAl68ICW OF CUSTOM WINDOW SYSTEMS. INC. E morn:IEO.` ® HORIZONTAL SECTION FRAME(MASONRY) EXTERIOR 4. o C.. ODOR JAMB FRAME EXTERIOR rT. � FL P.6.160.62514 , A l UPDATED PER NEW FBC REQUIREMENTS 900 SW 44TH AVE. FLORIDA 34474 1 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AND OPENING OTHERS 1'1'1 sia t "s 1 08/10/08 P T 7/8/2008 WS-165 6 OF 8 • • • • • • • • • ••■ • • ••• • •• • • •••• • • • • •••• • • • •• • • • EXTERIOR SHEATHING s ••• AST OTHERS•••• • • • • •••• • •• • • • • EXTERIOR FINISH BY OTHERS •••• PERIMETER CAULK BY INSTALLER DOORFRAME HEAD EXTERIOR CAULK UNDER SCREW HEAD BY INSTALLER DOORFRAME SILL PERIMETER CAULK BY INSTALLER/DO NOT COYER WEEP HOLES • • c • •• • • • CONCRETE/MASONRY BY OTHERS • 2112` (MIN EDGE DIST.] 4- 1318• VERTICAL SECTION FRAME (WOOD) 2 SY WOOD SUCK BY OTHERS CAUU( BETWEEN BUCK • • AND OPENING BY OTHERS • • • • • • • 4 INSTALLATION ANCHO 110 WOOD SCREW ye/ 11? FLAT WASHER (MIN. EMBEDMENT) O • �q. . D 2 7/848 (MM. EMBEDMENT) 4 D 1L4 MAX. SHIM SEE NOTE 2 & 3 SHEET 2) CAULK UNDER SCREW HEAD BY INSTALLER INTERIOR HIGHRISE SILL READ OF CAULK BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER 4 CONCRETE/MASONRY 4 Q • D BY OTHERS 4 C • D (M EMBEDMENT) CAUL( UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS EXTERIOR SHEATHING BY OTHERS INSTALLATION ANCHOR, 3/18 MASONRY ANCHOR & 1/2' FLAT WASHER 1L4 MAX SHDA (SEE NOTE 2 & 3 SHEET 2) INTERIOR. M OTE THAT PRE PUNCHED OLES HOLD ANCHOR EPARAT$ON TO 2.450 +' q • 0 • •• 4 ew CAULK UNDER SCREW HEAD SY INSTALLER MEM DOORFRAME JAMB ® HORIZONTAL SECTION FRAME (WOOD) A: 13!8' T' FIXED PANEL CUP SCREW (MIN. EMBEDMENT) (MIN. EMBEDMENT) 1L4 MAX SHIM (SEENOTE2 &3 SHEET2) 110 WOOD SCREW X 3/4 TEK PERIMETER CAUL( BY INSTALLER EXTERIOR FINISH BY OTHERS A 1 UPDATED PER NEW FSC REQUIREMENTS PROPNETAI(YANDCOtFID91ML 'f tAS j � � bus r.. R! :.. AD c TIB PROP � 7W4' R11xf � �, � - - iN.�r.: CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 110 WOOD SCREW & 1/2' FLAT WASHER 2 BY WOOD BUCK BY OTHERS CAULK BETWEEN SUCK AND OPENING BY OTHERS BY OTHERS R SHEATHING 1 08/10/08 W�MDOW SYSTEMS 1900 SW 44TH AVE. ))CALA, FLORIDA 34474 • o � n 1 INSTALLATION DETAIL IN 2 BY BUCK - LARGE MISSILE IMPACT >E: 7/8/2008 ANIDN SPAWNS BTHE 1 A 70F8 � � �,..j • • • •••■•• • • • • • • • • EXTERIOR SHEATHING •IMP • •BY OTHERS* ••• • • • • •••• • ••i••• • • • •••• • • • •••• • • •• EXTERIOR 1aH BY OTHERS •••• PERIMETER CAULK BY INSTALLER EXTERIOR • • • •• • • • DOORFRAME HEAD CAULK UNDER SCREW HEAD BY INSTALLER DOORFRAME 31LI. PERIMETER CAULK BY INSTALLER/DO NOT COVER WEEP HOLES • 4 • •• • • • • • • • • • • ••• • • • • • ••• •• • 2 (MIN EDGE DIST.) INSTALLATION ANCHO 010 WOOD SCREW wi 1/2" FLAT WASHER 2 BY WOOD BUCK BY OTHERS (MIN. EMBEDMENT) I f i 1 =?t � (f 4 ��I� - 4e ''1111S1111 �� \r CONoRETERAASONRY .1.411101-111T-W11111•11 .'.! -`* . 4 . . BY OTHERS q uo. a 4 K A b f D UN! (MAN. EMBEDMENT) VERTICAL SECTION FRAME (WOOD) 2 7 /i• INTERIOR 13/8! (MAN. EMBED ]/9_ MAX. SHIM SEE NOTE 2 & 3 SHEET 2) CAULK UNDER SCREW HEAD BY INSTALLER HIGHRISE S0.L BEAD OF CAULK BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS EXTERIOR SHEATHING BY OTHERS INSTALLATION ANCHOR, 3/16 DIA. MASONRY ANCHOR 8112 FLAT WASHER OTE THAT PRE PUNCHED OLES HOLD ANCHOR EPARATION TO 2.450 Ix MAX SHIM (SEE NOTE 2 & 3 SHEET 2) ftem PROPRIETARY AND CONFIDENTIAL THE PWCRMATION CONTAINED N THIS DRAWING IS THE SOLE PROPERTY(); WINDOW SYSTEMS. SYSTEMS.NO. ANY REPRODUCTION N PMT OR AS AWHOLE WITHOUT. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBRFD, . INIALUB EXTERIOR ® HORIZONTAL SECTION FRAME (WOOD) sio WOOD SCREW CAULK UNDER SCREW – HEAD BY INSTALLER UPDATED PER NEW FBC REQUIREMENTS TION DETAIL IN 2 BY BUCK - LARGE MISSILE IMPAC kid? rO FL. Ine, NO. B2514 • ) N,I ,(- gyp i FIXED PANEL CUP SCREW (MIN. EMBEDMENT) 1L4". MAX SHIM (SEE NOTE 2 a 3 SHEET 2) DOOR FRAME PERIMETER CAULK BY INSTALLER • EXTERIOR FINISH BY OTHERS WINDOW SYSTEMS 1800' SW 44Th AYE. .J WRIDA 34474 (MIN. EMBEDMENT) INSTALLATION ANCHOR, 3116 DIA. WOOD SCREW & 1/2' FLAT WASHER 2 BY W000 BUCK BY OTHERS EXTERIOR SHEATHING BY OTHERS 8 OF 8 Comrnuni Affairs • • • • • • • • • • BCIS Home 1 Log In 1 User Registration 1 Hot Topics I Submit Surcharge I Stats & Facts ! Publications FBC Staff 1 BCIS Site Map ••• • • • •• • Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By • • • • • • • • •• • • • • • • • • • • Ce is %tt find:prd nc e • • • • • • • • • •• ••• •• • • • •• Referenced Standard and Year (of Standard) •• • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • FL9•20 -R2 Revision 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre @cws.cc Michael LaFevre miafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Evalu= n Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Roberto Lomas 5 PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE h Validation Checklist - Hardcopy Received FL9520 R2 COI 510190B (Impact 3 in Mull Eval).ndf Standard AAMA 450 -06 ASTM E1300 -02 ASTM E1886 -02 Year 2006 2002 2002 • • • • • • • • • • • • • • • • • • • • • • • • http: / /www.fldr bAd ig.org/p 'prjpp_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZI... 6/9/2009 O,f ry of Products FL # I Model, Number or Name !Description 1 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits f Use oved for use in HVHZ: Yes Approved for use outside HVHZ: Yes i Impact Resistant: Yes Design Pressure: +67.5/ -67.5 I Other: Large Missile Impact, Max. 53 1/8" Horiz. span, 1 Max. 63" Vertical Span. Installation Instructions FL9520 R2 II CWS 150A (Impact 3 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510190B (Impact 3 in. Mull Eval).pdf Created by Independent Third Party: Yes 19520.2 1 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use I Approved for use in HVHZ: Yes I Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other : Large Missile Impact, Max. 74 1/8" HoHz. span, Max. 76" Vertical Span. !Installation Instructions FL9520 R2 II CWS -146A (Impact 4 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510194B (Impact 4 in Mull Eval).pdf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 111 1/4" Horiz. span. Installation Instructions FL9520 R2 II CWS -192A (Impact 5 In Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II DuPont SGP NOA 07- 1116- 04.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510197E (Impact 5 in Mull Eval).pdf Created by Independent Third Party: Yes Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1996 -02 2002 PA TAS 201/202/203 1994 04/30/2009 05/04/2009 05/08/2009 06/09/2009 •• ••• • • • • • • • • • • Back I Next DCA Administration • • • • Department of Community Affairs • Florida Building Coda Online • • ••• • • • • • • • Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 • • • • • • • • • • (850) 487 -1824, Fax (850) 414 -8436 • • • • • • • • , 2:00 -2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer • • • • • • • • • • Product Approval Accepts: • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • http: / /www.fhtici ipki.or /p /43r• param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 Job Address: Good Thru Payment Terms Sales Rep 3/24/05 Net 10 Days FREDY RODRIGUEZ FRO"ri :YOSEFUAR ELECTRIC CORP TOSICIVAR ELECTRIC CORP. ER113012770 CC#03E000438 800 N.E. 12 AVE #0'347 HtSTEAD, FL 33030 Phone*: 788 255 - 4081 Fax #: 305 -246 -8989 Quoted to: RICHARD MAZNROr.D 360 N.B. 93, STREET MIMI SHORES, 8Z 33138 FAX NO. :305 -246 -8989 Feb. 23 2005 12:59PM P2 Customer Phone: (305)926 - 1667 Customer Fax (305)392 -8101 Description lectrical work at 360 N.E. 91 Street, Miami Shores, FL 33138. LIMED: Installing a new underground service. New meter combo 8-16 spaces 200 AMP, meter and disconnect New underground system. Running a 2" PVC pipe from the meter combo to the electrical post. Running a 1" PVC pipe from the house to the electrical post for the TV. Running a 1" PVC pipe from the house to the electrical post for the telephone. OT INCLUDED: Permit fee. FPL fee. The trench. Any cutting and patching. Any eras requires by the inspector. Signature: THANK YOU FOR THIS OPPORTUNITY TO WORK WITH YOU! IF YOU HAVE ANY QUESTION, PLEASE FEEL FREE TO CONTACT US. Subtotal Sales Tax Total Quotation Quote Number: 1279 Quote Date: Feb 22, 2005 Amount Page: 1 1,000.00 1, 000.00 1,000.00 • •• ••• • • • • • •• • • • • • • • • •• • • • •• • • • • • • ••• •• • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • _�'. APPft(StEG ••• • • • • • • • • • ••• • • • • • • • • • • • • http: / /www.fl icrlimidino.o/ F/pRt: tpp_ dtl. aspx? param= wGEVXQwtDgvlIlvmuJRWal... 6/9/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27012 336 -945 -9695 Manufacturer: Product Line: 3" Mull Bar Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 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 3° 6063 -T6, part number H - 1573. Supporting Technical Documentation: 1. Approval document: drawing number CWS -150, Revision A, titled 3" Mull Bar — PVC Mull Bar, prepared, signed and seated by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 3422 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, NCTL 210 - 3427 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL. • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMA/WDMA/CSA 101/I.S.2/A440 -05, AAMA 450-06, ASTM E1886 -02 and ASTM E1996 -02, TAS201, TAS202 and TAS203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" and 9.251bs at 50 ft/sec. o Design pressure: ±67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test: t67.5psf design pressure o Large Missile impact, Level D, Wind Zone 4 3. Anchor calculation report No. 510191E prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: t67.5psf • Maximum horizontal mullion span: 53 1/8" • Maximum vertical mullion span: 63° • 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. installation: Mullion must be installed in strict accordance with installation instructions document CWS -150, Revision A. Window units must be installed to substrate according to window manufacturer's installation instructions and/or approval documentation. Certification of Independence: Please note that I don't have nor will acquire a financal 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 inlpfwitifilitether .., entity involved in the approval process of the listed product(s). •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • •• 1 of 1 ▪ • •• • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • •_ • • • • • • • • • Engineering Evaluation Report Report No.: 510190B • ••f • • • • • • • • ••• •••• • • • •••• • •• ••• • • • ANCHOR • • •• • •• • • • • 0 • • • • • • • • • • • • 531/a'• ••J `i • • • • • • X FO PVC WINDOWS TABLE OF CONTENTS GENERAL NOTES & ELEVATWNB .... «1 DESIGN PRESSURE CHARTS, «.««...«......3 MULL BAR SECTION INSTALLATION 3" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS 83' MAX OVERALL HEIGHT 106 3tir MAX. OVERALL WIDTH 63118' 63 1/8' —� —� MULL BAR INSTALLATION REQUIREMENTS: FAMPRETAAV AD00MWEIMAL THE INFORMATION CONTA6IED Mlfl•S ORAW60019 TMESOLE PROPER - V OP 7 o M WINDOW SYSTE6{S,OD. ANY REPRODIE1N IN PART NH AS AWHOLE WRHOL E. ?O 1...;410...m. 'Q WR117EN PERM388gN OF CUSTOM MOON SYSTEA•i. INC. 01 PROMSRE-0. � c'e" • • Fle 1. THE PRODUCT SHOWN HEREIN 13 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING THE HVHZ. 2. CONFIGURATIONS SHOWN: 1. HORIZONTAL 2. VERTICAL 4. ALL MULLON EXTRUSIONS ARE 8063 - T8 ALUMINUM. 5. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRICTURE, SUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECD. 8. CONTRACTOR 13 RESPONSIBLE FOR MA88TAINING STRUCTURAL INTEGRITY OF W INOOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDUNG CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. B. APPROVED IMPACT PROTECTIVE SYSTEM 13 NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WINO BORNE DEBRIS PROTECTION 18 REQUIRED. 9. REFERENCE TEST REPORTS: NCTL 21034224, NCTL 2103422.1A, NCTL 2104422 -2; NCTL 210. 3422 - 2A, NCTL 2103422 -3, NCTL 2103422 -34. NCTL 2103422.4, NCTL 21034224A NCTL 2103427 -1, NCTL 2104427-1 A, NCTL 2103427 - 2, NCTL 2104427 -2A, NGTL 210. 3427-3, NCTL 210- 34273A, NCTL 210 - 34274, NCTL 2103427-4A 10. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLJON. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 11. SEE MULLION CHARTS FOR MAXIMUM DESKJN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEET 2 8. 12. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE I FBAFR DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 13. SINGLE UNITS TO BE MUIiED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS. INC. AND MUST SE MADE OUT OF VINYL PVC. 14. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. P 15.VERTIOAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED. AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 1 ❑•: i� a, ,�p • ✓ ' - ' P •404 '.,n. • fa 41' 1'C'' ,c A !IODATED PER NLW FBC REQUIREMENT 1 07/07/09 ft� 1 OF • • • • • • • ••� ••• • _ ! _ 8' (TYP) • • ••• ••4 ••• •••• r 1ow1r •1 ••• i •• • 1 H ' O ' C ' • • fiyF) • • SEE NOTE 6 • • •• • • 1 • • 1 ••• • ••• • •.. • •• •• • • • THRU 8 MULL (FLANGE) ANCHOR THIS FRAME (NET NOTES: 1.1. (NSTAILONE ANCHOR AT EACH LOCATION ACCORD/NGTO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WINDOW UNIT INSTALLATION INSTRUCTION, WHICH EVER REQUIRES MORE ANCHORS. 2. M CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA RW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4` MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH *10 WOOD SCREW WITH A 010 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1318" MINIMUM EMBEDMENT INTO SUBSTRATE 4. AT MILLION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING *10 x 1 HEX WASHER HEAD TEK SCREW (ITEM *2). S. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION INSTRUCTION. 7. INSTALLATION ANCHORS SHALL. BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. • 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE ATE MATERIAL WITH THE FOLLOWING PROPERTIES: r •.% . A. WOOD - MINIMUM SPECIFIC GRAVITY OF 6.0.42 y.! B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI C. MASONRY • STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER) T HRU FRAME & MULL BAR (FIN) ems.: WIDNDITARYM0001•M7 DOML •. /Vic THE INFORMATION OONTANED•i TKO OMWNO NTEEOLE P1iRP O re.c WNDOWSY87EIR.MR9. RDPNODUOTION N PARTON ASAWHOLE L WREN MAMMON OPOUETOM WNDOW 8YSTEMa NC. It lG1M t , • ` .. FL, P L THRU FRAME 8 MULL. OAR (FIN) • • 414.01111.11.1, N ll A ).]PRATED PER NEW FBC REQUIREMENT 1 07107/08 900 SW 44TH AVE. FLORIDA 34474 Lk: ANCHOR SCHEDULE & NOTES -3' MUU.BAYi 0/10/2008 OWS•16q 20F7 3" HOMONTAL MULLON H-1573 WRH S-1522 CUP. IMPACT (DESDN PRESSURE CAPA CITY CHART. PM WIDTIAW) (14) PIP MI A IM R III V MM V UNIT H 2NSOM (H) 17 1/2 23 1/2 27 1/2 29 1/2 1_ 31 1/2 351/2 391/2 41 1/2 431/2 471/2 53 1/8 • 231/2■•• •• • .26 5/6 ±67.5 *67.5 *67.5 3:67.5 *67.5 - 167.5 ±67.5 *67.5 *67.5 .--- t67.5 *67.5 ■ • 29 1/2 • • 2t5/8; *67.5' *67.5 ±67.5 *67.5 *67.5 *67.5 L *67.5 ±61.6 " *67.5 t87.5 *67.5 ;-• • assib - - ; • 28 818 • *67.5 *67.5 *07.5 *67.5 *67.5 *67.5 w.5 *67.5 *67.5 *67.5 *67.5 41 Ws :ten: ±07.5 367.5 *67.5 - *87.5 167.5 *67.5 ±67.5 ±67.5 *67.5 *67.5 167.5 • • 47 142. „ *67.5 *67.5 *67.5 *67.5 *67.5 *87.5 *67.5 *67.5 I:67.5 *67.5 t67.5 ■ • • 5 : _MIL : n N. 167.5 ±67.5 167.5 *67.5 *67.5 - t67.5 ±67.5 *67.5 ±67.5 *67.5 ±67.5 •• 5B1% 518 *67.5 *67.5 ±67.5 167.5 *57.5 *87.5 1.67.5 *67.5 ±67.5 *87.5 *67.5 • WV/ .. • • 26 gAs 4 21 167.5 ±67.5 ±87.5 r t87.5 *67.5 *67.5 *67.5 t67.5 *67.5 t67.5 *67.5 • : 711/2 , Vb t67.5 *67.5 - ±67.5 *97.5 *67.5 *87.5 *67,5 *67.5 t67.5 167.5 ±67.5 .... 72 ....--...--.0 TAW #67.5 *67.5 347.5 *67.5 ) ±67.5 t67.5 47.5 ±67.5 *87.5 167.5 - *157.5 • • • • 4 .. ' -:- . . • • r VETRCAL MULLION H-1573 VIM S-1522 CLP, IMPACT (reseN P'RESSUFE CAPACITY CHART, PSF) • • SMILE UNrr WQ:114(34/4,W2,ETC) (1.4 rIGfiflP' 171/2 1 23 1/2 j 27 1/2 291/2 31 1/2 3L__.__5 1/,)2 39 1/2 411/2 431/2 471/2 53 1/8 23 1A 367.5 1 ±67.5 *67.5 *67.5 *67.5 167.5 , *67.5 1:67,5 ±67.5 --. *67.5 ±67.5 291/2 *67.5 ±67.5 1-67.5 *67.5 *67.5 *67.5 *67.5 t67.5 167.5 ±67.5 *67.5 351/2 *87.5 ±67.5 *67.5 167.5 167.5 167.5 *67.5 *67.5 - -. ±87.5 *67.5 *67.5 41 1/2 037.5 157.5 *67.5 - *67.5 187.5 1675 367.5 167.5 *67.5 --1 ±87.5 ±67.5 471/2 *67.5 *67.5 - t67.5 *87.5 r ±67.5 *67.5 ±67.5 *67.5 - ±67.5 *67.5 1-67.5 t67.5 *67.5 *675 - 167.5 t67.5 ±67.5 *67.5 ±67.5 t67.5 - 1.67.5 [ 5( 397.5 *67.5 *87.5 *67.5 *67.5 *67.6\ ±67.5 *67.5 *87.5 *67.5 *67.5 63 ±67.5 037.5 *67.5 *67.5 *67S a7:5 197.5 *67.5 *67.5 *67.5 ±67.5 * 1 07/07/00 .t. le .7 Q PRamiTAKINIDCONICIINTIAL 1 : S Dig INPoRMAllow MADAM) IN 7Na DRAWINo IS THE au pooPERre WINDOW MIEN& IND. ANY DEPRODUCOION IN PANT OF1 Agi A WNOLE vosnstootassioNtwastouvocop mum. eic. pa mom). # 0. • g ,. I , ' ; 2 ,3) Ibtrilz. Ei"All'7"1511:61 7 47:Wir 41eA LE t o., 4 - • .. . 4iance 14 . VA. p,E No.ar 'llg. '. 1 4....„, " " " IN AVE. ., es_...-...v....1," 'A 34474 ' . -,,, , PRESEMER CHARTS .... .,.. • 7 MULLBAR AAJ ' . WC" ; ,,,,,e , .-- . .s h vg. . mx. 1311 , CWS-i 50 . 01 4". OM A. Mihtf: 3 OF 7 • • • • • • • • • • • 4. . • • • • • • • • • • • • • • • •• • •• • • • .• • • • •, • ••• • • - ••• ITEM NO. 1 2 ..: •4_ 8 . ••• ••10 ••11 _!13 • •• •• 41/8' i /4' • 2718 PART NO. H -1573 •••P_3767 ••• • _ 1 • • • • b•1522 • •••6-1572 • . ••• 8.1571 :•. • • • 6.6018 • 441.ILLION INTERIOR COVER ".. MULL BAR CAP ,•••4' =3486 • • • • 1 1!411" •.. • • (FIN) • • : eAIi1LK 4 7/8i • • • •• • 1 314• —+-" -1 316' --' DESCRIPTION MULL, 1 3/8° x 3" PVC SPECIFIC #10 x 1" HEX WASHER HEAD TEK #1O x 1 1/2", PANHEAD PHILIPS ZINC #10:FLAT WASHER RE=RO FIT MULL'ANCHOR CLIP DRIP ADAPTER ;I•ANGE ADAPTER 0 t 7116` -- ALUMINUM 6063 -T6 r _2 13/18 "—.1 t air 3" MULLBAR H -1573 ALUMINUM 6063 -16 4118' DRIP ADAPTER S -1572 ALUMINUM 6063-16 11a• RETRO CLIP(3 ") S -1522 ALUMINUM 6063 -T6 (FLANGE) • A:• +.L� d A E 14 FLANGE ADAPTER S -1571 ALUMINUM 6063 -T6 7116' MULLION ITERIOR COVER -6018 PVC A rl1PDATED PER NEW FBC REQUIREMENT i 67$7B WilitX0ONS a 84.L OF MAMMALS a3rc au BAR WYAWN NY: 10.1 1 T "•: W1012008 g I mo. NO CWS -180 r AEV.LETT r1: A " .4M •bI: 4 OF 7 WINDOW THE RmATIO n N A � OF - WRITTEN PEITAESs10NOPCUSTOM WINDOW 8887089, N418 PROHIBI • ' a ,>x:� - � 4.3"- ti _ • • •• • •• ••. • • ••i • • ••4 • ••• ••• • ••• • • • • ••. • • • • • • • • • • • • • •• • • • • • •••• •• •• • • • • • • •• • ••• •••• •• • ••OWE • • •• • • • P �or •••.••• TG•• • • WINDOW FRAME © I1ORIZONTA SINGLE WIN MULL BAR SEC OW W/D CAULK UNDER SCREW HEAD SY NSiTALLER NOTE: 1. FOR FIN APPLICATION, REMOVE FW FROM MULLED LOCATION PRIOR TO ASSEMBLING MULLION TO WINDOW UNIT. 0 pQ a o' 7:1:;.t a c : me 6rFtlRkATAN CONMI�N mas,A00som P}IOPEArr1 E WNDOWSSTE48.R47.ANV REPRODUCTION W PAST OR SS A MOLE !' WWI - IW PEAVBBfONOi•CUSTOMWRB'ON SYSTEMS. M. IB PPOMMIMM. r . - n .E ^ � • o� r, . �/l J ^ T I •• . rIC BAR ECTION T 1N 1�J NBOW S 1 1 07 /07 /08 4 4 0* 404 AVE. A 74 1ATt: 8/10/2008 `I M.: CWS -160 �3+teal: 6 OF 7 • • ••f••• • • • o o li NINO T� CONCR • BY THEM • • •••• • • • ••• • • • • • EXTERIOR FINISH •••• THE •• • • PERIMETER WI LK •• , • �lN8TALLER •••• VERTICA• MULL BAR •• ••h 2.11Z EDGE DST1 (14Wi D BY OTHERS EXPOSED ED EDGE S INSTALLATION ANCHOR, SW DM. W WASHER (a ANCHOR. RETRO FIT MULL BAR CUP VERTICAL MULL BAR PE 1METER CM$U EY INSTALLER EXTERIOR CIIRSH BY OTHERS � . • • • • � • t 4.b. • L hat • • • ••••� • •♦♦ • • •� •► I�• •• • •. • ►• •U • ••'••: ► • • t ••• • •� ► ► • ai �/ RETRO PIT CL IP ( OO M AS E NRY INTERIOR FINISH BY OTHERS 1 BY WOOD Buck RETRO FIT MULL BAR CLIP (MIN. E! BEDMEN1) INSTALLATION ANCHOR. 311 8.OUL MASONRY ANCHOR. WITH WASHER (4X) 1 I11�1 ��1 �BYOTHERB z r 4 66 I BY WOOD BUCK BY OTHERS L AC MN. EMBEDMENT) BY THEERS MASONRY Q�} (MI NEDOEDIST) (MN. EMBEDMENT) INTERIOR FINISH SY OTHERS 1 BY WOOD BUCK TTY OTHERS • INSTALLATION ANCHOR. a • stir OIA. MASONRY ANCHOR. • WITH WASHER (44 (MIN EDGEDIST) • t •a :i MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING SY OTHERS $ EXTERIOR BY OTHERS CEO EDGE OUTSS6E EXTERIOR RASH BY OTHERS CON R ONRY BY PERNETO ER CMLN BY INSTALL RETRO FIT MULL BAR CUP PERIMETER CAULK BY INSTALLER NOTE: - 1. SILL STOOL MUST INSTALLED UP AGAINST INSIDE OF MULLED W tN.OQWS AFTER INSTALLATLON. 2. RECESS RETRO MULLION CLIP 114 FOR CLEARANCE OF WINDOW UNIT WHEN INSTALLED. 3 6TALVlARCC SCREWS REQtSIREG PER MUL(3 I ► . ,. 1 .% Fr d O THE omatA[IoNCONTA!E mliteDmvsmsts TliECOLIPROPerf fOM .f WINDOW SYSTUIS. PM3.ANY5EPRODUCTION SS PART C l AS 7Im Vaatel RAWSON OP4{IBTOIAWINDOW MOM WO.• • .: • lAULLTdAR HORIZONTAL EAR EXPOSED 3003 AL TE P BR L TAIL FL :.E.NO.1)8514 1 :Na• EM EMEND ' :%V INTERIOR F11404 INSTA b BYOTHERB LLATION ANCHOR •I O WO00 ANCHOR • ► • • s WITH WASHER (4X) \ ! ► �►A ►, 1 1111 4 • ►' CAULK BETWEEN 1 i • • BY OTHERS M I 4 • • • Al: ONCRETEMASONRY • ► M, • •• -- • L. _ : ` ' . ' • SY OTHERS B Y o N WOK PERIMETER CAULK BY INSTALLER INSTALLATON ANCHOR, 3/1 DIA. MASONRY ANCHOR. WITH WASHER (4X) A )JPDATED PER NEW 1 800 SW 44Th AVE. OCALA, FLORIDA 34474 � IT LE: RETRO FIT CUP MASONRY INSTALLATION DETAILS • 3' MULL BAR Ytetms: PVC MULL BAR aaa • (MIN. EMBEDMENT) LUZ (MN EDGEOISTl BY EXTERIOR FINISH E [FLI{�Z. MULLJMIB SECTIOFL RE� FRC REQUIREMENT 107107108 M AWN NY: AAS 4eV. LETTtVi: A -m • 6/101E008 No. CWS•150 3 HEST: 8OF • 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••1 ••• •••• • • • • • • • • • •4 INO• • • • • • •11 .111• •••• •••• • • • • • • •••• •••• • • • 2EYWOODBUOX • BY OTHERS • • ••• • • • • • • • • • • • • • • • • • • • • •••• • • SHEATHING • • EY OTHERS •••• EXTER/OR HMV SY OTHERS CAULK BEHIND FIN SY INSTALLER WINDOW WRAP EN OTHERS 12ft (MIN. EMBEDMENT) PERIMECER OAULK BY INSTALLER F INSTALLATION ANCHOR, *10 *000 ANCHR, WITH WASHER WO HORIZONTAL MULL BAR RETRO NY MULL SAR CLIP CAULK ALONG OUTSIDE EXPOSED EDGE NOTE: 1. RECESS RETRO MULUOI4 CUP Mr e0FI CLEARANCE OF WINDOW UNIT WHEN INSTALLED. 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION FOFI INSTALLATION. • A JJPOATED PER NEW FEIC REQUIREMENT 07/07,08 44TH AVE. • , P.1 .1*40aOLIPIRETO FIT WOOD INSTALLATION DEMUR r NW. BAR 74 wwwwmow NM corweniaL Z.: i ge IP' THE wrosmooN CONTANN7 IN MN °RAMON l'HE 80LE PROPERTY or custom „., • anwow smogs. No..wr AsprootienoN IN PART on As A max MINER ng , • ? . L MBER ' - .;•1- WROTIEN PERMIENTION OP CUSTOM WINNOW IMMO INV. CS PRONE:WED. 41. • 7L. pa Ntx 5.1.0 •,., • a i - , ....t. • , p . . -• , yktnz41041 :• • ":••• --.----• ... - 0 , • - •,-- ... 0/10/2008 7 OF 7 1 • ••• • • • • • • • • • • • •• • • BQS Home 1 Log In 1 User Registration Hot Topics Submit Surcharge 1 Stats & Facts j Publications 1 FBC Staff 1 BCIS Site Map 1 Units 1 Search Product Approval USER: Public User Product ARoroval Menu > product or Application Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By •• ••• • • • • • •• • • • CZaf{Fat c Irde�e ence • • • • • • • • • • •• ••• •• • • • •• Referenced Standard and Year (of Standard) •• • • • • •• • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • FL9520 -' Revision 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralik cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 450 -06 ASTM E1300 -02 ASTM E1886 -02 FL9520 R2 COI 510190B (Impact 3 in Mull Eval).pdf Year 2006 2002 2002 http: / /www.fl ridabuilcliini.444 p japp_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 • FROM :YOSEFVAR ELECTRIC CORP 305 246 8989 FAX NO. :305-246-8989 Feb. 23 2005 01:05PM P1 rerw,rwarA0i/M METE* COOdia vir, Ca) ONYX IN 1411 tutp, AND CONt■iraTeD TC-- co x 10' CU MUM) Win IstIvehi ok-G" APART 240A DMA/ 200 AMP. DOM OD Amp VP nat. 320/240Vs IC 3V . .E.Egme t.EiaLitear.s. Ken V. RW. tbou WPM iwtdt ELECTRICAL RISER DIAGRAM FOR: MR. RICHARD MAINHOLD • 360 N.E. 91 STREET MIAMI SHORE% FL 33138. Summary of Products FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum: Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 53 1/8" Horiz. span, Max. 63" Vertical Span. installation Instructions FL9520 R2 II CWS 150A (Impact 3 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101906 (Impact 3 in Mull Eval).pdf Created by Independent Third Party: Yes 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits . f Use �• r: ved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 74 1/8" Horiz. span, Max. 76" Vertical Span. installation Instructions FL9520 R2 II CWS -146A (Impact 4 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf I Verified By Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510194B (Impact 4 In Mull Eval).odf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use { Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes j Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 111 1/4" HoHz. span. Installation Instructions FL9520 R2 II CWS -192A (Impact 5 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.Ddf FL9520 R2 II DuPont SGP NOA 07- 1116- 04.pdf FL9520 R2 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101978 (Impact 51n Mull Eval).pdf 0 Created by Independent Third Party: Yes ASTM E1996 -02 2002 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/30/2009 05/04/2009 05/08/2009 06/09/2009 •• ••• • • • • • _ •• • • • I Back Next I DCA Administration • • • • Department of Community Affairs • Florida Building Code Online • • ••• • • • • • • • Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 • • • • • • • • • • lih, 2000 -2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer • • • • • • • • • • •• • • • • • • •• •• •••• • •••• • • • • • • • • Product Approval Accepts: http: / /wwwliori bailia.org/pript: app_ dtl. aspx? param= wGEVXQwtDgvlHvmuJI WcZ1... 6/9/2009 ••• • • • ••• • • •• ••• • • • • • •• • • • • • •• ..• •• • • • •• • . •• •• • •.• • • • • • • • • • • • • • . • •• • . • . . . . . • • ••. • • • • .•• • . • • • • • • • • http: / /www.flpriaabuildita oig/riip4;app_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 .... • • .... . L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27012 336- 945 -9695 Manufacturer: Product Line: 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 913- 72.070 method 1(d). The product listed herein complies with the Florida Building Code. Product description: Extruded aluminum mull bar 1° x 4° 6063 -T6, part number H -1604. Supporting Technical Documentation: 1. Approval document drawing number CWS -146, Revision A, titled 4" Mull Bar — PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 3424 -1, -1A, -2, -2A, -3, -3A, -4. -4A, NCTL 210 - 3426 -1, -1A, 2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMA/WDMA/CSA 101/I.S.21A440 -05, AAMA 450-06, ASTM E1886 -02 and ASTM E1996-02, TAS 201, TAS 202 and TAS 203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" and 9.251bs at 50 ft/sec. o Design pressure: *67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test: 3-67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 5101958 prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: ±67,5psf • 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 bome debris regions. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or individual window units. Installation: Mullion must be installed in strict accordance with installation instructions document CWS -146, Revision A. Window units must be installed to substrate according to window manufacturer's installation instructions and/or approval documentation. Certlffcation of Independence: 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 drat, ip any other entity involved in the approval process of the listed product(s). c%c` "' , ; 0 �• ••• • • • • • •• • • • • • • • • •• • ••• •• • • • •• • ••• • • • • 1of1 •• • • • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • •• • • • • Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • Engineering Evaluation Report Report No.: 5101948 • o- ..'6�yis 1,terrilisc ttio- •••• • • • •• • • • 1 ••I• • ••• • r •• • • • • • • •••• • • • • MAX OVERALI WIDTH • • • 5'31 ' • • VERTICAL MULLION FOR PVC WINDOWS TABLE CESOI NTS GENERAL NOTES 1 ELEVATIONS» ». » »1 DESIGN PRESSURE CHARTS ». ». »..... » »..9 EXTRUSIONS & 8.O M» .. ... ... „.» A MULL BAR SECTION INSTAUATION DETAILS»..»„„......»» 8,7 4" MULL BAR ELEVATIONS SHOWN WA:AFFERENT OPTIONS • ANCHOR 113 3/1R" MAX. OVERALL HEIGHT MAX. 74 OV WIDTH CLOD }IQ RIZJVERT. MULLION FOR P3/0 WJ$ PIlfA6Y Atp 0011o11U1L THEMES/ATM 036TA1140 1411 312EMEIi616 SHE SOL WRI PERMISSION CUSTOMWWM OW 8 PART OR MULL BA i INSTALLATION R, OUIREMFN7) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING COOS, CURRENT EDITION, INCLUDWG THE HVHZ. 2. CONFIGURATIONS SHOWN: 1. VERTICAL 2. HORIZONTAL /VERTICAL 4. AU. MULLION EXTRU810NS ARE 8063 48 AUSMINUM. 6. WOOD FRAMING AND MASONRY OPENING TO BE mimeo AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, SUCH AND FRAMING 18 RESPONSIB)LT1Y OF ARCHITECT OR ENGINEER OF RECORD. 0. CONTRACTOR TS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBLRY OF SELECTING FENESTRATION PRODUCTS 70 MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY RECUIREMEN 'S RESTS SOLEY WITH THE A R C H I T E C T , DER OF RECORD, BUILDS* OWNER ORCONTRACTOR. 8. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THE PRODUCT IN AREAS WHERE vote BORNE DEBRIS PROTECTION 18 REQUIRED. 9. REFERENCE TEST REPORTS: NCTL 2103424 - 1, NOTL 21044244A, NOTL 21044242, NCTL 2104424 NCTL 21034244 NCTL 2104424 -3A. NCTL 21034244 14071210 3424-4A NCTL 210.3426.1.1401.2103425.1A, NCTL 210- 34262, NMI. 210-3429-2A, NCTL 210 - 34284, NOTL 2103426 -34, NCTL 2103420.4, NCTL 2104426.4A 10. DESIGN PRIES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 11, SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEET 28 ANCHOR 12. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE CUP CODE MULLION OR THE INDIVIDUAL WINDOW UNIT. 13. SINGLE UNTIS TO BE MULLED ARE NOT LASTED TO TH05E SHOWN IN .THIN DRAWI a SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WIDOW SYSTEMS. INC. AND MUST BE MADE OUT OF VINYL PVC. K. HORIZONTAL MUUJON SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL lI.JUJON 15 USED TO MULL TOP AND EOTTOM UNITS TOGETHER ANDIOR TO THE NIIRQONTAL MULLION. 13VERTICAL MULLED UNITS MAYBE MULLED NDEFINTTELY AS LONG ASTHE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULUJONS ARE ANCHORED AS SHOWN HERE N. e SW 44TH AVE. RADA 34474 GENERAL NOTES 8 ELEVATION -4' MULL BAR MULL BAR 111AWN'1 -M 1C 44 SCAM A NTS aNU:'610443 TEE. LETrtR: A r: 1 OF 7 . • • • • • • • •••• • • • •• • • • 4. AT MULLION LOCATION, ATTACH WINCOW UNIT T•RU FRAME USING 610 x 1 HEX WASHER HEAD TEK SCREW (ITEM 02). 5. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION INSTRUCTION. 1. INSTALL ONE ANCHOR AT EACH LOCCTION ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED MOON UNIT INSTALLATION ttWSTRUCT%QH, WHICH EVER REWIRES MORE ANCHORS. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/18° DIA ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 010 WOOD SCREW WITH A 010 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1 3f8" MINIMUM EMBEDMENT INTO SUBSTRATE. 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS , SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. tot 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPVIRO A. WOOD • MINIMUM SPECIFIC GRAVITY OF G+0.42 i. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI C. MASONRY • STRENGTH CONFORMANCE To ASTM C•90, GRADE N. TYPE 1 (OR GREATER) •‘• Q N1a eraltyAAQIOOM rIM. - b — M I D D Y ' SYSTEM, W �t C TIO4 W PART Oft Wi M T ur wtmtENtEta w%)of cuBTOa1 mo= aysTex &F1c• tS • ttir''1 p w L *4 k S00 SW 44TH AVE. LA, FLORIDA 4474 w� ANCHOR SHCEDULE T NOTES • 4• MULL!AR PVC MULL BAR ATE: 4!1312009 3ltAV(N 9Y: N'TS k CW 9E4.L.ELT : AZ 2 OF 7 �; , — d7 r s ez .et "f•T,..1 eX ‘* t - i c ."6 4 C44 tieiX "*:1:4;11141 : 1 4" HORIZONTAL MULLION I-11604 WITH S-1522 CUP, IMPACT (DESIGN PRESSURE CAPAaTY CHART, PSF) , . . VVEMIW) (14 Ur' L H2) 35 47 55 58 63 71 741/8 ■ • • ! CLP /0 JAMB. • • • (2)B or (2)B (2)13 or (2)9 (2)13 or (2)B (2)B or (2)13 (2)13 or (2)5 (2)B or (2)8 (2)13 or (2)13 23010 • • • ,••• • - 265/8 3437.5 357.5 1437.5 *67.5 ±87.5 *67.5 187.5 . 29 1/2 • 395/8. *67.5 *87.5 *67.5 ±67.5 *67.5 *67.5 - ±67.5 35 1/E - 36172" 387.5 167.5 *87.5 1037.5 ±87.5 *67.5 037.5 41,1721 " • Jr XIII *67.5 1:67.5 - *87.5 037.5 *87.5 1:87.5 1:57.5 ' ‘• • 47 172 • • esr Int *67.5 ±67.5 ±67.5 167.5 1:67.5 167.5 *67.5 '••• 531t2' • 17° VI§ ±67.5 *87.5 ±67.5 1;67.5 07.5 167.5 *67.5 • 59 It2 • • ip-. 71•11•16 ±87.5 ±67.5 1:87.5 *67.5 *87.5 t87.5 *67.5 • 65 1/2, •37#40111 367.5 *57.5 187.5 *67.5 ±67.5 *67.5 *57.5 • • • 71 lia • .3r7. 4 /118 ±87.5' *67.5 47.5 *87.5 *87.5 *87.5 i67.5 • : .37 4/16 *87.5 *67.5 *87.5 ±137.5 *87.5 *67.5 *67.5 o 0 •• 7%... '37" 1/11 1:87.5 *87.5 ±87.5 ±67.5 *87.5 *67.5 ±67.5 • • • 4 VEAL MULUON14-1804 WITH 8-1522 CLP, IMPACT (DESIGN PRIZSURECAPACRY CHART, PSF) SN3LE uNITWIDTH(WINZETC) (I HE13 (114) 171/2 ' 231/2 271/2 291/2 311/2 351/2 391/2 411/2 431/2 c47 1 /2 I 53 1/8 23 t/2 ±87.5 47.5 187.5 187.5 387.5 037.5 187.5 *67.5 *87.5 if17 *87.5 29 1/2 ±67.5 *87.5 ±67.5 *87.5 /67.5 387.5 1.87.5 ±87.5 ±67.5 187.5 *87.5 . 35 ±87.5 *67.5 *67.5 - *67.5 167.5 1:87.5 . *87.5 ±67.5 367.5 *87.5 367.5 411/2 ±87.5 1:67.5 *67.5 1:67.5 ten ±67.5 *87.5 ±67.5 187.5 ±67.5 *87.5 471/2 *67.5 187.5 ±67.5 1:67.5 ±67.5 ±67.5 037.5 167.5 *67.5 ±67.5 *67.5 531/2 ±87.5 *67.5 ±67.5 387.5 *875 ±87.5 *67.5 *67.5 /47.5 *87.5 *875 59114 47.5 *67.5 1-87.5 1437.5 *87.5 ±67.5 *87.5 *67.5 *67.5 _,;_ 5 *87.5 C85 1V ±87.5 ' *67.5 ±87.5 1137.5 ±57.5 *87.5 *67.5 ±67.5 ±67.5 *137.5 711/2 *87.5 *87.5 *87.5 *87.5 367.5 ±67.5 ±87.5 ±67.5 *67.5 t87.5 I *VS 76 *67.5 *67.5 *67.5 *67.5 ±67.5 ±67.5 ±87.5 *67.5 *67.5 317.5 I 037.5 . - A 1 UPDATED PER NEW FSD REQUIREMENTS j07/67/06 ._,.„. _ _,,,,, 4 •a• • . woonwerfora camellia v" - vie reomume, ozawriavenduss mune s mellow .'",, WNINAV ETISTEETB, INO, OW REPRODUCTION IN PARTON PeS A . .,,; , WRITTEN PEPENBSION OF GWENT MEOW SYNTENN EC IS Ill i M , .„... ,,, , • - , e.24401. 7 / .. , ,z ,4 ,- -?:"*.. • , *- - : . 4 L • SW 44TH AVE. • RIGA: GN PRESSURE HARTS r i MR C- mi DESI iiii iiiiirm., i‘ isearaz, pvc ft. 3 • - 7 r s ez .et "f•T,..1 eX ‘* t - i c ."6 4 C44 tieiX "*:1:4;11141 : 1 • • • • • • • • • • • • 'ITEM NO. 1 2 1 ,••3 4 •••8 • 6 • • • • • • . .8•11571 • • • •••• ••.a PART NO. — H-1604 • - 74747 .111,• • RIP • 0••• • • S45'2 4 7VRO:FIT MULL ANCHOR CLIP I1ORIS3NTAL ANCHOR (PVC SPECIFIC) 6-1606 • • • • - • 6:1512 DESCRIPTION MULL, 1 3/6° x Ar PVC SPECIF/C #10 x 1 HEX WASHER HEAD TEK ;#141V1.1/2', PANHEAD PHILIPS ZINC AO FLAT WASI-IER DetkUIX• :OAK: ADAPTER IFLAIAIIRE ADAPTER • • • • 2 wir RETRO CLIP(4 S-1522 ALUMINUM 6063-T6 (FIN) H 3 sr afir HORIZ. ANCHOR 8-1606 ALUMINUM 6063 • RETRO CLIP(4") 8-1522 ALUMINUM 6063 AP' (FLANGE) - D • • w iris mow aaroaav4 symul TioN COITAINED 0 WAS WRITTEN PEDJAMON OP CUSTOM V(6140W • DRIP ADAPTER S-1572 ALUMINUM 6063 • sir FLANG6T3APTER S-1571 ALUMINUM 6063-T6 4" 1w� j 4" MULLBAR H-1604 ALUMINUM 6063-T6 A f UPDATED PER NEW FRO REQUIREMENTS - 10710110$ 1900 SW 44TH AVE OCAL FLORIDA 24474 II/ 1 " E ' extvaistotas a suLatz MATERIALS 4 MULL SAR 4/13/2009 'PVC MULL OAR tiMEL: §7•41.1s: ItEv. tur A Er wr4v41.7 c 8 148 45 "47, Il ftsolasa ertif • • • • • • • • • • • NOTE: 1. INSTALL HORIINERT ANCHOR PRIOR TO ATTACHING VERTICAL MULL BAR. ED-MAIMAIEV- VERTICAL NULL BAR SECTION TWWW S 4 ` e THE NFOlaMtbN CONTAINED IN TIM ORAWNDIS TM SOLE PROPE WNDgW SYATE1% INC . ANYA/PRODUCTIONINPAMOR AS ANON= NHS MITTEN PERMBBSION OP CUSTOPA WINDOW SWIM. El PRONIBMIS r 143 fVE RT1 S t' A ] UPDATED PER NEW FIX REQUIREMENTS IO7437P08 SW 44TH AVE. & FLORIDA 34474 e r ISECTJON views -4 MULLBAR s 0 AR ' J�aJ 4143/2008 A, ," srAL (�Ttq \Ave. NO.: A6v. LETTSp: ten: GWS 148 F L . PtfVCS:eq �-�" A 50F7 • 4 • • • CAULK BETWEEN FRAME AND OPENING BY OTHERS •••• CONORETE/MASONRY • BY OTHERS •••• MU BAR 44 P � • tfhtftoftli FINISH • • BY OTB • •P •EA • RASTER CAULK BY INSTALLER •• • • • RETRO FIT • • •• NE&OTEj•• •• RETRO I BAR CUP PERIMETER GALRic BY SYSTAU.ER EXTERIOR FINISH BY OTHERS • •• •• • • . •.••—• • •• •• •• •• A • • • • •• ,••• •• ••• C NC BY • - L • • �6J RETRO FIT CU {MASON ' VERTICA1..MUU. STILL SECTION NAY RETRO FIT CUP (MASONRY) z>uT (MIN EDGE DIST) CAULK BETWEEN F OPENING L uc DAW. IDOBEDINDITI 1 BY WOOD BUCK BY OTHERS 00 INTERIOR FINISH BY OTHERS Oat EMBEDMENT) INTERIOR H INSTALLATION ANCHOR, WITH WASHER (4*) MC -- EDOE DIST. 4' VERTICAL tAULL BAR SILL STOOL BY OTHERS (SEE NOTE) BAK EMBEDMENT) INTERIOR FINISH 2 wee BY OTHERS RAN EDGE DIED) BY • RTF�ETEA)ASONRY WSTALLATION ANCHOR AN ON MASONRY ANCHOR, WITH WASHER (44 5424 AS REtOD TO MAKE FOR MULL BAR NOTE: 00 •. • •`•a•i •• 4 4 1 BY WOOD BUCK •{ • 4 BY OTHERS 4 4 S• 7 BYBY�6 H E FIT 6I IP (M t GONCRETERAASONRY BY OTHERS RETRO HT MULL BAR CUP PERIMETER Y INSTALLER EXTERIOR RASH BY OTHERS •. • • • • • D. ;• •0 A •.A b e 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION INSTALLATON ANCHOR, . MAMMY ANDHOR 3tts' WITH WASHER •11 b" tioR 2. MULL BAR PERIMETER CAULK BYINBTALLER ALT 2. RECESS RETRO FIT CUP ti4° FOR CLEARANCE +T • WHEN INSTALLING WINDOW UNITS ▪ ' • .s 14I0PIPAIARYN0001RDEM IAL THE MFORMATEN CONTAINED IN Tie 0410400 IS THE BOLE PAOPRRb34 0120(214 8YMMUS. WC. ANY 2292042.011014 INPARTOtt AS A DE mullet PERbffi9gNOFCIffiTQMWIDOW 42011042, NC. L4 PRD44841ED. RETRO FIT MULL BAR CLIP (SEE NOTE 2) 00 • • .4- • IL - +.p ai SILL DET 04 M{ RL � •1 L Imo" 1 FL P.E. 4E14 INSTALLATION ANCHOR 410 WOOD ANCHOR WITH WASHER (47.) PERIMETER CAULK BY INSTALLER A r 4• VERTICAL MULL BAR INSTALLATION NC 31113" DIAL MASONRY A NOR, WITH WASHER (414 1_121: O,BN. EMBEDMENT) - air (MIN EDGE DISn MEAT) ► • 3 ; . " ► CAULK BETWEEN ▪ �,. • FRAME AND OPENING Nir • • • • BY OTHERS .....�.. "4 . 1 F I � 9 • • . . : I'' i : CONCRETE/MASONRY .I. ► BY oTRERB 1 \ 0 ►► • • •• ••. FINISH BY EXTERIOR s 2 BY WOOD BUCK BY OTHERS fEi1__ H� M6aLWAMBSEG �,B/ RED Fl7GLIP{W0001 INTERIOR FINISH BY OTHERS UPDATED PER NEW MSC REQUIREMENTS 107!07/08 / 1 di. " Nog 44TH AVE. •' . FLORIDA 24.474 • RETRO FIT CUPIAASONRY WSTALLATION • 4• MULL BAR 6 OF 7 4/1312089 CIN I • • • • • 49- ^ .. a• . • I/ii414 CAULK BEHIND FIN :MEN • • • •••• • • I) ••• WINDOW WRAP • • BY OTHERS • • • •• ►• *• • • • EXTERIOR FINISH ► BY OTHERS • • •• ►••• •••• ► •AMMETER CACAO • • • • •••• •• 1••• • • • •• • • •• •• • • • • • •• ►Brjdu MULL ••• • VERTICAL MULL BAFI WINDOW WRAP . BY ones PERIMETER CAULK BY(NSTAU.ER CAULK BEHIND FIN BYOTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS • © tiRO PWIN !RAMS (WY • •. ) ' BY OTHERS UU. BAI I IP 2 BY WOOD BUCK BY OTHERS PAN. EMBEDMENT) MULL CUP , EMBEDMEND o• -2 SY WOOD SUCK •• : ° © BY OTHERS r° © RRETRO CUPIFW F M (WOOD) INSTALLATION ANCHOR, 610 WOOD ANCHOR, WITH WASHER (4X) INSTALLATION ANCHOR. 610 WOOD ANCHOR, WITH WASHER (4X) NOTE: 2 BY WOOD BUCK BY OTHERS BYE EXTERIOR FINISH BY OTHERS (MIN. EMBEDMENT) 1• CAWS BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS 1. RECESS RETRO FIT CLIP 114 SO MULL. BAR WILL BE FLUSH AGAINST WOOD BUCK AT AND HEAD. PERIMETER CAULK SY (=Rum , BBEC w D) INSTAUATION ANCHOR. 61O WOOD ANCHOR, WITH WASHER (4X) r • PIOYABTAR Y AND C ` o4MAAL e A . ° •, . NE INFORMATION CONDOM W THIS DRAWING IS THE BOLE PR PBRT' WINDOW 8'BTEMS.Bi0.NN A6PRO000TION IN PANT OA ASAWHOLEW . • S ti 1. D WRITTEN Pi ION OF CUSTOM MOON SPUTUM NO. S F# I4191TEO. e F . P.E.IIQ, I RETRO FR MU BAR CUP 4 NORM MULL BAR c PN MIAULL BAR A 1p 4 .: • • • CUMIN WOOD INSTALLATION 4 AR 1h • 4113/2009 (mss NO.: CWS•146 v. LETTER: A TT 7 OF