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WS-09-1480285 103 Street Miami Shores, FL 1121360130440 Block: Lot: JULIA RANDLE Owner Information JULIA RANDLE Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Address 285 NE 103 ST MIAMI SHORES FL 33138 -2430 Contractor(s) FLORIDA HOME IMPROVEMENT Phone CeII Phone (954)792 -4415 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $15.00 $5.00 $260.00 $12.00 $50.00 ($50.00) $6.50 $298.50 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Expiration: 03/17/2010 CeII Valuation: Total Sq Feet: $ 25,000.00 Type of Work: WINDOWS & DOORS No of Openings: 16 Additional Info: IMPACT Classification: Residential Invoice # Total Amt Paid Amt Due WS -9-09 -35800 $ 298.50 $ 248 50 WS -9-09 -35800 $ 298.50 $ 298.50 $ 0.00 Check #: 3033 Date For Inspections please call: (305)762-4949 Available Inspections: 'Inspection Type: Window DoorAttachment Final Shutters Final Shutter Attachment 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. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing 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. September 18, 2009 September 18, 2009 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) JULIA EANIDLE Owner's Address Z 65 Nt.• 103 5T City f'UAf'1I gtttQt3 State TL- Zip A3145 Tenant/Lessee Name Phone # Job Address (where the work is being done) 285 ta.e. LQ3 5r• City Miami Shores Villa County Miami -Dade Zip 3 5138 FOLIO / PARCEL # I I • Z13Co• 013.04 U O Is Building Historically Designated YES NO Contractor's Company Name F%OQLOA 'KOPte 1r'IV@nvEr'EENT Miami Shores Village Li SEP 0 3 200 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: _m____________ Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. W OO L Master Permit No. Electrical Plumbing Mechanical Roofing Phone # Phone # 454 7QZ4U t,5 y Z43 Contractor's Address 4070 5U) (30 AVE • City •I4OU)fU ODO State r Zip 33312 Qualifier Name WAYNE T • 6t9 ¢ MEV Phone # State Certificate or Registration No. M --CcCo 1840 Certificate of Competency No. Architect/Engineer's Name (if applicable) 03Of'CD Phone # ci54 354 OCohd Value of Work For this Permit $ Z4 Square / Linear Footage Of Work: Type of Work: []Addition []Alteration []New I Repair/Replace [] Demolition Describe Work: £ . i P L A F . i ; 1 .3 1 1 " v i s c t t&) t N Q O t 4 . 1 5 C S 3 1 r cr CCOM 33 sEP a PNS******** ** ** *** * ********* ** *,ti**** ** * *, F * ** * * * *** ** ** * * * *** * * *** * * *t* ** Submittal Fee $ — S0 . 00 Permit Fee $ 9,(00 CCF $ l S' 00 CO /CC Notary $ r Training/Education Fee $ 5 0 Technology Fee $ (f)..0 Scanning $ - 12.00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ R4/5. See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for . the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The forego g instrument was acknowledged before me this i5l day of Auhu5i" , 20 04 by JOU& 2ANDVE: who is personally known to me or who has produced As identification and who did - an oath. NOTARY PUBLIC Sign: Print CAeOU J4 My Commission Expires- ******************* APPLICATION APPROVED BY: (Revised 02/08/06) Signature 12/ Contractor The foregoing instrument was acknowledged before me this c• day of 4'e' , 20 oq by U3A4NE' T• BuP.Aell who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: N 1. • Print: CA Otl A N4$T! P. M pO�,�p11 co. �d• d. Oyu* �O 1 �° • • • Os 4 ' My Commission Expires: GQ►� g4' • • *,t *f,r, , ,t, * * * *,t ** �t* * * *�r,tt * # * * *,r ** ** gar'; �� s * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 9 L4 570 TAX FOLIO NO. 11 ' MC 150440 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. Space above reserved for use of recording office 1. Legal description of property and street/address: MI Arm SNCfe�9 LOTS ZI U. 73 . BtA lIct. 2,85 He- 103 5r• MIAMI 5UOI? 3 ' t.. 3J t38 2. Description of improvement: amt' -- 3. Owner(s) name and address: JOUR @A NIO1. • Z85 NE I03 ST• MIAMI 6+iCZ63, FL. 3308 Interest in property: OwNEfL Name and address of fee simple titleholder: 4. Contractor's name, address and phone number FHA - Florida Home- Improvement Associates 4070 SW 30 Avenue Hollywood, Florida 33312 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida desi9hated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number • v 0.0 t(V = In ,_ RTIFY that smelt fiiadin di- a �r r IRATION O LORIDA STA UST BE R .- 8. In addition to himself, Owners design es the following ps 713.13(1)(b), Florida Statutes. Name, address and phone number. urrgin 9. Expiration date of this Notice of Commencement: (the expiration Y WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT W OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signat re(s) • Own s) or • : er(s)' aiorized Officer/Director/Partner/Manager 6 By Print Pmp Print Name , 32,/r✓ ,h ce Title/Office d '31317 • STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this S 1 day of By JOLLA eANOL. 111 Individually, or la as for 44 Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signs re(s) of Qwner(s) or Owne date is 1 year fro 0 E NCEM ' ' CONSIDERED AND CAN RESULT IN YOUR PAYING TWICE FOR RDED AND POSTED ON THE JOB SITE BEFORE THE NDER OR AN ATTORNEY BEFORE COMMENCING WORK Officer/Director/Partner/Manager who sign 111 111111 111 1111111 11 1111111 11 1111111 111 11111 C F ' 200 RO a 459 477 OR gk 27003 Ps 3626; (1us) RECORDED 09/08/2009 09:17:06 HARVEY RUV'IHv CLERK OF COURT MIAMI—DADE COUHTYr FLORIDA LAST PAGE otice as Sectibn cop y o;�_ �� pNO ' OM� � " e o n 20 By Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,989 Lot Size: 18,698 SQ FT Year Built: 1939 Legal Description: MIAMI SHORES SEC 5 PB 10-47 LOTS 21 22 23 INC BLK 119 LOT SIZE 152.020 X 123 OR 18425 -1170 1298 1 OR 18425 -1170 1298 00 Year: 2008 2007 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $177,503 $25,000/ $195,877 County: $50,000/ $177,503 $25,000/ $195,877 City: $177,503 $177,503 $25,000/ $195,877 School Board: $25,000/ $202,503 $25,000/ $195,877 Folio No.: 11- 2136- 013 -0440 Property: 285 NE 103 ST Mailing Address: MARTIN W RANDLE &W JULIA 285 NE 103 ST MIAMI SHORES FL 33138 -2430 Year: 2008 2007 Land Value: $438,175 $487,028 Building Value: $288,622 $288,622 Market Value: $726,797 $775,650 Assessed Value: $227,503 $220,877 Year: 2008 2007 Homestead: $25,000 $25,000 2nd Homestead: YES NO Sale O/R: 18425 -1170 Sale Date: 12/1998 Sale Amount: $194,800 Property Information Map Property Information Map Digital Orthophotography - 2007 0 This map was created on 8/4/2009 9:56:47 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida 115 ft Summary Details: Page 1 of 1 Property Information: Sale Information: Assessment Information: Exemption Information: Taxable Value Information: http:// gisims .miamidade.gov /myhome /printmap. asp? mapurl= http : / /gisims2.miamidade.gov... 8/4/2009 PERMIT #: � G 1 , Contractor ❑ Owner ❑ Architect Pic RECEIPT DATE: k°C9 M iami Shores Village Building Department D 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Address: From the building department on this s to in order to hav- orrections done to plans And /or get County stamps. I nders <<- nd hat the plans eed to be brought back to Miami Shores Village Building De • -rt e . - • - � g process. All ' e ,,� Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: ads kirr, ►c��f Bonding Company's Name (if applicable) Bonding Company is Address Pot ;, City State Zip Mortgage Lender's Name (if applicable) ( ' 1 {/` O - r Mortgage Lender's Address J 15 ", D �(` Oro. - r City I 0\1 State rn ( Zip 4i_g Oq ?' 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, BEATERS, 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 : ment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whiurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ap. - inspection fee will be charged A 111 - Signature er or Agent The foregoin: I l ent was acknowledged before me this / The foregoing instrument was acknowledged before me this day of , ' ',.1 20 0 *by t ), day of , 20 by who is personally known to me o ho has produc c .1) 4 - . who is personally known to me or who has produced 5 �' As identification and who did take an oath. as identification and who did take an oath. NOTARY P 0: «—) / / � s'''''-- l ii!,: ,�., My Commission Expires : _ e .. aQ Expires: May 26, 2008 w ' a�. Bonded Thin * * * * * * *r, * *, *, * * * * *** ye* ** ** sc i t * **AN�Eis�Bb4getih ******************** * * *** * * ** **a * *** ** ** * ** * * * * *** Sign nell 70 **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *; 6 ' * ** * *** * * *** * ** APPLICATION APPROVED BY: Chc 05/13/03 G . a�s�Y Signature Contractor NOTARY PUBLIC: Sign: Print: My Commission Expires: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Permit No: 09- 4.O Job Name: , 2009 Norman Bruhn CBO 305 - 795 -2204 Building Critique S eet M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 d cc/era- 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- submjttal drawings. Permit No: 09- Job Name: , 2009 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet M iami 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 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. Permit No: 09- / Job Name: , 2009 Norman Bruhn CBO 305 - 795 -2204 ,i 4 4 -/ a.4 M iami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique S eet /7e 4ecArb-t 7( ,zete eXeoet:ig /CPGtr/o.e .1 Arc (/ , 4 40e e." c_ile4 6 `( 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 sheets in the re- submittal drawings. Permit No: 09 - 4(1 6 Job Name: , 2009 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. Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 RECEIPT PERMI #: O"l ` t`'Geb DATE: Q"l' i 0 - c q 10,J A c ontractor Owner Architect Picked up 2 sets of plans and (other) and coni / /) # S Address: IRS 11/ E ) b?7 S - M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building departme t on this date in o der to have corrections done to plans And /or get County stamps] l understand t► . he plans need to be brought back to Miami Acknowledged by: PERMIT CLEARK INITIAL: Shores Village Build 'n t .� to j ►' tinue permitting process. PERMIT CLEARK INITIAL: RESUBMITTED DATE: Permit No: 09 - 4/6 6 Job Name: , 2009 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 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. M a i Shores Viiiage RECEIPT PERMIT# V\1Smh f DATE: lJ"I 1, d4, k d4C6 z Contractor ❑ • caner ❑ Architect Address: From the building department on this And/or get County stamps. I drys,: • Shores Village Building De ' a e r t co inuej ermitti . roc ss. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: V� zKS k€ \() Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 to in order to have co ons done to plans that the plans ne = to e brought back to Miami 04/01/2010 10:23 FAX 1 800 685 7530 TRANSMISSION OK * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT *** * * * * * * * * * * * * * * * * * * * ** TX /RX NO 4846 RECIPIENT ADDRESS 919547927977 DESTINATION ID ST. TIME 04/01 10:23 TIME USE 00'24 PAGES SENT 1 RESULT OK Permit No: 10-- cam' /fwd Job Name , 2010 Building Critique Sheet / 4c/AS //,� 6a�` .-21 �S . c''a�e /I avl>v E %& /1,2! 4' Jt ) y Q __Cc>"‘e. •. DATA SCAN FIELD SERVICES Page 1 of 1 I i 001 M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: +O. 01 /yrd Job Name , 2010 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet M iami 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 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. Mean Roof Height1 DESIGN PRESSU Tdbu ' - SIP - Area S• Ft one 4 40 45 50 Mean Roof Height DESIGN PRESSURES PSF) • Zone 5 15 20 10 15 20 Tribute Area S. Ft 40 45 50 25 30 35 25 30 35 - 50.4' +46.5 - 92 452 B - 47.1 - 48.6 +43.1 +42.7 - 482 +42.3 -45.9 +41.9 - 45.5 +41.6 0 -15 ft -62,2 9.8 452 -58.0 +44,4 -58.7 +43.7 55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 18 ft \"••• ' -49.8 45.9 -49.0. +45, �� I�° - 47.7 -47.3 +43.7 +43.3 - 46.8.. +42.9 -- 48.5 +42.5 -462 +42.2 18 ft - 63.1 +47.1 -80.6 +45.9 -58.8 +45.0 -57.5 +44.3 -58.3 +43.7 55.4 +43.3 -54.8 +42.9 53.9 +42.5 -532 +422 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 - 48.4 -44,8 +44.3 - 48.0 +43.9 -47.7: +43.8 -47,3 +43.2 18 ft 54.6 +48.3 -62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44,3 5.9 -55.9 +43,9 - 554.5 -55.2 +43.6 5 +432 ft -53.5 +49.4 52.2 +48.1 - 51.3 +47.1 50.6 +45.4 50.0 -49.5 +45.8 +45,3 -49.1 . +44.9 - 48.7 +44,5 -48.4 +44.2 1 20 49 4 -83.5 +48.1 -61.6 +47.1 -60.2 +48,4 -59.0 +45.8 -58.1 +45.3 -572 +44.9 -58.4 +44.5 55.8 +44.2 22 ft 54.6 +50.4 53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 - 50.5 +48.8 +46.3 50.1 +45.8 -49.7 +45.4 -49.4 +45.1' +50.4 -84.8 +49.0 -62.9 +48.1 51.4 +47,4 -602 +46.8 592 +46.3 -58.4 +45.8 57.6 +45.4 58.9 +45,7 24 ft 55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +482 -62.0 -51.5 +47.8 +47.1 -51.0 +46.7 -50.8 +46.3 -50.3 +45.9 24 ft -68 _+ `■+49.9 56.0 - 64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -58.6 +52.2 -552 +50.8 -542 +49.8 53.5 +49.1 52.9 52.3 +48.4 +47.9 -51.9 +47,5 51.5 +47.1 51.1 +48.7 / $ 9 ( m '- 769 28ft +53.0 .- 7.1 +50.8 - 68,2;1 - - 55.1 +49.8 562 +50.6. -63.8 +48.1 -64 6 +49.8 -82.4 +48.4 -63.4 .492 -81.4 +47.9 52.3 +48.7 -60.4 +47.5 , -61.4 +482 -59.6 _ +47.1 : -60.6 +47.8 -58.9 +46,7 -59.9 +47.4 28 ft 57.5 +53.0 58.1 +51.6 55.1 +50.6 54.3 +49.8 -53.7 -632 +49.2 +48.7 -52,7 +48.2 52.3 +47.8 -51.9 +47.4 30 R 58.3 __ _ 56.9 +52.3 - 55.9 +51.3 -55.1 +50.8 -54.5 53.9 +49.9 +49.4 53.5 +48,9 -53.1 +48.5 52.7 +48.1 -72. ' 30 ft "6 - 92 +52.3 -67.1 1.3 56 6 +50.6 -64.3 I +4J . 2 + 9.4 -62,3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft 57.7 +53.1 -56.7 +52.0 55,9 +51.3 552 - 54.7 +50.6 +50.1 - 542 +49,8 -53,8 +492 -53.4 +48,8 -73.0 32ft +54 A33:1 s 1 '- .0 58 5 + �: 1 1' -83.1 +49.6 - 62.3 +49.2 -81.8 +48,8 +552 58,4 +53,7 57,4 +52.7 - 56.6 +51.9 55.9 55.4 +51.3 +50,7 - 54.9 +502 -54.6 +49.8 54.1 +49.4 ft - ,9 +55 - 40 . : .9 +52.7 - 6 +519 .O +513 64,9 X84 0 +502 63 +49.8 82.4 +49.4 -60.6 +65,9 59.1 +54.4 -58.1 +53.3 56,8 -58.1 1 +51.9 +51.3 r ,3 56.7 +52.5 +51.9 55.6 +50.8 -562 +514 - 55.1 +50.4 -55.8 +51.0 -54.8 +50.0 Ell 36 ft -74.8 +55,9 �' -75.7 +56.5 -71.9 +54.4 -72.7 +56.0 59.8 +53.3 -70.6 +54.0 -88.1 +52.5 -88.9 +53.1 56 5 5 7 ': *5133 7 50.8 '63.9 +50.4 -644.8 +51.0 53.1 +60.0 -633.8 +50.6 38 ft -81.3 +58,5 59.8 +55.0 + IIi� 'F�. 40 ft 52.0 +57.1 -60.5 +55.6 } • .56 .8 +52.0 56 +51; r' -76.5 • +57.1 73.5 +55.6 -71.3 +54.5 -89.7 +53.7 •` "J! 572" * 5 & • -65.3 +51.5 -84.5 +61.1 42 ft 52.6 +57.7 }� -60.0 +55.1 1 e -57.9 x . ' +53.0 , -57.4 +52.5 .57 TO +52 -77.3 +57.7 -742 +582 -72.1 +55.1 -70.4 +54.3 59.0! +53.6 -67.9 +53.' ;188,0 1+52.1 -65.2 +51.7 44 ft 48 ft 48 ft -83.2 +58.3 •83,8 +58.8 :+ r5T3 ! .- y .1 58 5 + +fi5 5t 1 -58.0 h +53.0 „57.. ,+52. 57 -78.0 +58.3 -76.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 -67.5 6.6 +52.8 -85.8 +522 � Fa•s P -,.58 fi +53 6 58.' X53.1 -78.8 +58.8 -76.7 +57.3 -73.5 +58.2 -71.8 +55.3 -70.4 +54,6 � -87.3 +53.1 -66.5 +52.7 + 4 • : -64.4 +59.4 • . .. ; s -60.1-' +5F +; 5 9 0 +. 0 -58 6 +53 • • � - � -79.5 +59.4 -78.3 +57.8 -74.1 +58.7 -72,4 +55.8 -71.0 +55.1 -69.8 +54.5 58.8 +54.0 -67.9 +53.8 -67.1 +53.1 a6 ft -64.9 +59.9 _iti . , 4 •. ' 1 {•+54.5 -59.5 -59.1 +54.OE . r -80.2 +59,9 -77.0 +58,3 -74.8 +572 -73.0 +58.3 -71.8 +55.8 -70.4 +65.0 59.4 +54,5 -68.5 +54.0 57.6 +53,6 5• ft . ' -65,5 , +60,4 . ' ` 58' ' , +5P, +55 • -60.0 +54.9 59.6 +54.5 -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +58.8 -72.2 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -882 +54.0 54 ft -66.0 +80.8 -34.4 +592 3 < +581 2 4' +5 ,2 -61.7 1.7 + 5 .. • f 50.5 +55.4 50,1 +54.9 ; • 81.5 +60.8 -78.3 +592 -76.0 +58 -742 ' + ', -69,6 .54 . 88.7 •+ 58 ft ' -86.5 +81.3 a 1 5 5 7 , +5R . 4 +56.3 J -61.0 +55.8 -80.5 +55.3 m oor -82.1 +81.3 -78.9 +59.7 -7 &I! +58.5 -74.8 7.7 . ; • 0. . 5.3 -69.3 • +54,9 JO ft -67.5 +622 - 65.8 ' -8..7 +80.6 +59.4 �'.8 +58 0 - 83.0 - 62.4 +67.8 = +57.1 - 81.9 +56.6 -81.4 +58.1 ��-+++ ---.,,,"��R��- � -83.3 +62.2 -80.0 +60.6 -77.1 +59.4 -75,t +58.5 474.4 +57.8 •73.2 +57.1 -72. +56.6 1.L +56.1 •- 0.3 +55.7 03/02/2009 - 5:01 • troyb INTERIOR ZONE 4 PRESSURES 4 n !I1 z co LORIDA BUILDING CODE & ASCE 7 -05 LOADS FOR COMPONENTS AND CLADDING 8 m F :\03 Elements \10 Loading\11 Calculators\ASCE 7 -05\_FLB - ASCE 7-02 Pressure Charts (0- 60).dwg REMARKS TNT( ISSUE REVISE FOR 07 FBC DRWN HID DATE CL FLB 04/19/08 TSB FLB 02(23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. 'ALTERATIONS, ADDMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION. XTERI�O_R NE 5 RESS 07:FLORIDXi4�$iJICi I • • • • • • • • . • •• 03CE 7 -19, MRI4 = 0.60 f•T • • DESIGN LOADS FOR • COMPONENTS & CLADDING ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • • • • WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER- DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC COND 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT I5TT'4 N ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEA • OOF HEIGHT: = 6. ALWAYS ROUND UP ROOF HEIG.` 0 NEXT TABLE V UE� ONSERVATIVE 7. CALCULATE THE TRIBUT E OPENING IN QUESTION (HEIGHT * VV1DTH) OR THE SPAN LENGTH (HEIGH __11E5 AN EFFECTIVE WIDTH 1- NOT BE LESS THAN ONE-THIRD THE SPA (HEIGHT 2 / 3). USE THE • .e STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS EEN STRUCTU E TRIBUTARY AREA OF AN OPENING CANNOT BE I TFIE MOST' •• • - ARE FEET) SHALL BE USED. ALWAYS ROUND TRIB WN TO THE LE • • TA VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLI . ..Sell* LARGEST PUBUSHED VALUE. ---. THE FIGURE OR INFORMATION B ANY UESTIONABLE _IS BE CONSIDERED THE MORE CRITICAL (EXTERM E. 9. READ OFF POSMVE AND NEGATIVE-PRE S FOR USE AS QUIRED B LOCAL MUNICIPALITY IN ACCORDANCE WIVSQ5.-, GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS DRAWING. it 5 ARE ONLY VALID WHEN SIGNED & RAISED SEALED • :ENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED } T'O_. f ' TE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPOND ' IND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. HIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzr =,V.O =FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpf =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITYFACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. LES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMP C R 't1 CTI0N SYSTEM ORDINANCES. 6. NO CERTIFICATION IS; RE3 F RTHE'INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSL PROVIDEDI CERTIFICATIONS EIN, NO ADDITIONAL CERTIFICAT OR AFFIRMATIONS ARE 1NTEN CODE WALL ZONE FI a - 10 OF LEAST HORIZONTAL•DIMENS 08LOR 40%:0F MRH, r WHICHEVER IS SMALLER; BUT N 'F}#A4 9% OF LEAST HORIZO "AL DIMENSION OR 3FT (im). USE 0NES IN QUESTION. CONSULT AN ENGINEER FOR A MORE SP C1F4 ATION IF REQUIRED. a av ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106, DEERFIELD BEACH, FL 33442 Pm: (954)354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #8888 MRH =O -u) BASED ON Kd =0,gr, SEE TABLE NOTZ.j• FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT Otati:I.EIc �lca� ®s�ai fZiorrma®- lbrzeesraxstams'lit: WSW MEASURE' DA OOR5 ) J J 05 Pi©o 5 anna nium.. ...■.ltaril 1..... minis .M m _ .I,��vwnrugumu ��'�....� �� NI MI PP�.��.IN■.IIIM MIIIIU ..r�■.....�..mumbi.a.. 3 ....U. . c., .� MIZI ur�u INIOgnIEMBI.■i�... ri.rrr. i�.�i lawn/mu . ' � 111 .v.....T.. au.r.almon INN A f ......m1mnimiu .�.l� Ali _ ' • 1 !!�`�'�I�r�"..111- .TeCe11�T11E. Sv _ ��1IF.C!S..�.....♦...•.....r ! �LIFE4? :EDIMEcf E2MIM riiiiiNIi111s11•1111 �., .��.. 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L�. s.0 °�....1111a11o 4 'Mall111111,1•1111111111MiK rdi 1Mii1111n 1 ............®... . � EMMA mum 01 avAmMIUIIIIWAPAWMF,UIUIUIIIIIIIIIIIIMIMNUPIVIIIrIIPINPUillMMMMINIII ...a r9 Florida Building Code Online BQS Home 1 Log In I User Registration 1 Hot Toples 1 Submit Surcharge 1 Stets & Facts 1 Publications Product Approval USER: Public User product Approval Menu > Product or Aoolicatian Search > Application List > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL6890 -R3 Revision 2007 Approve Custom Window Systems, Inc. 1900 SW 44th Avenge Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre ! mlafevre@cws.cc Michael LaFevre ## 1900 SW 44th Avenge Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc • ; 1 Ralph Emminger ##1 1900 SW 44th Avenge Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ex 208 Ralph @cws:Cc Windows Casement ication Dahl! Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional ngineer I Evaluation Repo - Hardcopy Received Roberto Lomas Standard AAMA /101/I.5.2 -97 AAMA/ W DMA /101/I.S.2/A440 -05 ASTM E1886 -02 xtillunAluk FBC Staff 1 BQS Site Map I Links 1 Search • • • • • ••. • • •• • • •• • • •• •• • • • • . • • • • • • •• • PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urlch, PE k Validation Checklist - Hardcopy Received Page 1 of 3 • • • • •••• •• • • • • • •• • •••• • • •••• • • • • • • • • •••• • • • •• FL6890 R3 COI 510 (Eval Rep CA -8400 Impact).odf Year 1997 2005 2002 • • • • • • • • • •• • • • Summary of Products FL # ' Model, Number or Name Description 6890.1 i 8400 Vinyl Casement 8400 Vinyl Casement (Impact w /heat strengthened •lass . -- 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: 8400 Vinyl Casement (Impact w /heat• strengthened glass) Large Missile, DP = +/- 67.5 psf, 37x72, laminated glass will have DuPont's Interlayer whe sed In HVHZ. Installation Instructions FL6890 R3 II CWS - 161A (CA - 8400 Imoact).pdf FL6890 R3 II DuPont PVB NOA 05 - 1208 02.Ddf FL6890 R3 II Mtkron NOA 06 - 1220 01 cif Verlfled By: Roberto Lomas.62514 • •• • Created by Independent Third Pert: Yes Evaluation Reports • ;'. ' FL6890 R3 AE 510489A (LSM j&Qi CA -8400 • • Impactl.pdf • II Created by Independent Third•Pagy: Yes .... 6890.2 1 l 8400 Vinyl Casement. 8400 VinyliCasement ( ImpacP annealed glee9� Limits • • s . ved Approved Impact Design Other: glass), Large glass will f Use for use in HVHZ: Yes for use outside HVHZ: Yes Resistant: yes Pressure: +60/ -60 8400 Vinyl Caserrient (Impact w /annealed Missile, DP = +/ -60 psf, 37x63, laminated have DuPont's Interiayer when used In HVHZ. Installation Instructions • iI FL6890 R3 II CWS -161A eC•A 8400 Imp pctf- FL6890 R3 II DuPont PVR •N 15 -1208 04.pdf FL6890 R3 II . Mikran N04 06' 01 Fdf Verified By: Roberto Lomas 62514 • Created by Independent Tt Ird early: Yes • Evaluation Reports • • • •••• FL6890 R3 AE 510489A (Eval Reo CA -8'4Q , • Impact).pdf I Created by Independent Third Party: Yes 6890.3 8400 VInyI Casement Impact Window CA -8400 Vinyl Casement w/ heat strengthened glass. i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile,' 40" x 63 ", DP = +/- 75 psf, (Impact w/ heat strengthened glass, PVB). Installation Instructions FL6890 R3 II CWS -240 (CA -8400 Impact 40 x 63).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 R3 II Mtkron NOA 06 - 1220 01.pdf Verlfled By: Roberto Lomas 62514 1 Created by Independent Third Party: Yes Evaluation Reports FL6890 R AE 511043 (Eval Reo CA -8400 Impact 40 x 63).odf Created b Independent Third P': Yes . Florida Building Code Online • Equivalence of Product Standards Certifled By Sections from the Code 1 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 3 V ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 12/19%2008 12/29/2008 01/08/2009 02/03/2009 Back I DCA Administration. 0 Next 1 I Department of Community Affiilrs 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:' • • • •••• • •. • • • • •• •• • • Florida Building Code Online • • • • • • • • • •••• •• • • • • • • • • • • •• • • • • •••• •••• • • • • • • •••• • • • • • •• • • •. 49 • • • • • •• • • • • • • • C1.6V J Vl .J • • • • • • • • • • • • L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336- 945 -9695 Manufacturer: 1 oft Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 "tee •o . S TAT` Oi Engineering Evaluation Report Report No.: 510489A • Product Line: 8400 PVC Casement— 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 the 2007 Florida Building. 1 I Product description: Casement window, 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 -161 Revision A, dated 06/19/2008 sheet 1 of 8, titled 8400 PVC Casement, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 3274 - 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, t67.5psf design pressure,10.5psf water infiltration TAS 203-94 Cyclic Pressure Loading ±60.0psf design pressure b) Report No.: NCTL 210 - 3274 -1A, signed by Gerard J. Ferrara PIE National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±60.0psf design pressure c) Report No.: NCTL 210- 3276 -1, signed by Gerard J. Ferrara P.E National Certified Tlisting Laboratories TAS 201 - Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure,- 10.5p %1iirat'$i infiltr�fjc ; • TAS 203 - 94 Cyclic Pressure Loading t67.5psf design pressure .' '' • d) Report No.: NCTL 210- 3276 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, �tVlnd Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, 367:5psf design pressure e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMA/NWWDA 101/1.52-97 Design pressure: ±60.0psf Water penetration resistance: 10.5psf 3. Anchor calculations, report number 610116, prepared, signed and sealed by L. Roberto Lomas P.E. �• �I`m _ • �_� • • • • • •• • • ••.• • • •.•. • • • • • • • • •• • ..•. • • ...• • • • • .•.• • • ••.• •. • • • • • •• • .•.• • • ..•. r .. • ,.•ate . 51 * .T .� -. •'i p� tV � "" r4..rmo..�,gcotv., moo+• ^ °" k , .• 0 R 1 s cp.:4� ••si 07/112 .013 . rr te' , gi p ,. • • , Unit Size Max. D.L.O. Design Pressure;Rating_ 180.0 psf ; *67.5 psf 1 r Impact Rating - Large and Small Missile Impact Large and Small Missile Impact Up to 37°x63" 29 Wx55 W Up to 37 "x72" 29'/. "x64 W L. Roberto Lomas RE. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Limitations and Conditions of use: 2 of 2 • • le 0 51 • TiPp TAT OF I VIONAL Engin4ering Evaluation Report Report No.: 510489A • Units up to 37 "x63" must be glazed with: W IGU consisting of outboard lite 1/8" Ann — Air — laminated inboard lite consisting of 1/8" Ann — 0,090" Solutie or DuPont PVB Interlayer — 1/8" Ann, per ASTM E 1300 -02. • Units up to 37"x72" must be glazed with W IGU consisting of: outboard lite 1/8" HS — Air— laminated inboard lite consisting of 1/8" HS — 0.090° Solutia or DuPont PVB interlayer —1/8" HS, per ASTM E 1300 -02. • Solutia interlayer per NOA 03-0827.08 4 . • DuPont 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 t Installation: 1 • Units must be installed in accordance with approval document, CWS j 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, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). • • • • • •• • • •• •• • • •••• • • •• •• •i• •••• • • • • • • • • • • •• • • •••• • • •••• •• • • • • • •• • • • •••• • • • • • • •••• • • • • • Li1It R Lomas, P: ; ' FLNO ; • 07/171' • ,• •• • • `; • • • • 73 114' MAX OVERALL HEGHT 72 UNIT HEIGHT r MAX SASH HEIGHT TABLE OF CONTENTS GENERAL NOTES & • . ANCHOR SCHEDULE & NOTES... D.P. CHARTS & GLAZING SECTION VIEW & ALT. EXTRUSIONS & INSTALLATION CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) 38114' MAX. OVERALL FLANGE WIDTH 3r UNIT WIDTH 38' MAX. SASH WIDTH zs GLASS S DLO LEFT HINGED - SHOWN. RIGHT FINGED- OPPOSITE 84 V4' MAX. OVERALL HEIGHT 63' UNIT HEIGHT 59 314; MAX SASH HEIGHT 36 114- WAX, OVERALLWIDTH 3T — _ UNIT WIDTH. 351/3r MAX GASH WIDTH -- 291W RIGHT HINGED — SHOWN LEFT HINGED- OPPOSITE ' • •• • • • • • •• • • • • • • • • • • • •S • • • • •• ••• •• • • • • •• • ••• ••• • • .S • • • • • • PLpRtETjar 11.1E INFORNATOMMMMN2104114S 0 YRB SYSTEK4 wpm WHIL PEmsmc NOF cosum WNOONf • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 0 •• • • • 0 • • 6 . GLASS DLO pVC IMPACT REOUIREMFNT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURE RATINGS (SEE SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 - POSITIVE DESIGN LOADS BASED ON TEST PRESSURE. WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300 5. ANCHORAGE THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6.8 FOR ANCHOR DETAIL_ 6. SHUTTERS ARE NOT REQUIRED, 7. ALL FRAMES AND VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL- 210 - 3274 -1A . NCTL 210 -3274-1 , NCTL2103276 -1A. NCTL- 210-3276 -1, B. SERIES/MODEL DESIGNATION CA -8400. 10. WOOD BUCK OR STUD FRAMINGTO 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 STAND FOR THE FOLLOWING: X 1z OPERABLE SASH .19643 S.W. 44TH AVENUE Vicki. FLORIDA 34474 • NOTES & ELEVATIONS - LARGE MISSILE IMPACT -• •.• • 4 ' i ''.. .066/4' AWK IA A M.: • • • Y ` , ::l e .. —‘ •. .r ' ]H 414/C CASEMENT 13 AT ..D 7!712008 • • • o I . :> •' .. t ' . ? MA$i =ALL: NTS -wi,. Ntl.: CWS -181 pR co wool iFLtt l: 1 OF 8 6" MAX 1212' ITYPI I MAX. O.C., 6' MAX. (TYP) SEE NOTE 2 ANCHOR LAYOUT - (F -ANGE1 ndtUFMIE6 OUP (WO= OR W{SCNRT OPFNNNO) FOR VETS UP TORT' le Tr 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. S' MAX G WV( 1 I 11 12" MAX. O.0 (TYP) SEE NOTE 2 INSTALLATION INSTALLATION ANCHORS TYP. ANCHORS TYP. 4 MAX. (TYP) 16" crYP) - ' 1111 ' IIII I! 11II IIII D.0 MAX. O.C. ANCHOR LAYOUT - (FLANGE! TIRO FRAME & CUP (W CO OR MASONRY OPENING) ' NOTES: FoR UNT5 UP TO Er it Or 2. SHIM AS RECTO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. W000 SHIMS ARE NOT ALLOWED. 4. 3116" DUI ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OE 1114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212" SHALL BE ACHIEVED. 5. #10 W000 SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A14IN EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK 6. #8 WOOD SCREW ANCHORS MUST SE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 12" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION •• ••• • • • • • 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. • • • • S. ALL INSTALLATION ANCHORS MUST BE MADE QFA CORROSION RESISTANT MATERIAL OR COAT•Its(3 • • • • • • • • • • • • 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION AND ANC110R,SI1A NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 4q� '1:: '". 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MITER& wtRH T> F PROPERY I S: A WOOD - MINIMUM SPECIFIC GRAVITY OF G =0.42 • • • • • • • • • ' • ti B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSL • • • • • • • •' • MA • C. SONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER= •�• • • ' •,[`.�1T •-• •, THE SJWRMATOMTCANTASIEO N TITS DRATAM3 tS gm SOLE T� Y •E01., IMMON SYSTEMS. NC. ANY REPRODUCTION IN PMT OR Asa YYNNT71f''1T�1U 7HE WRITTEN PERMISSION OF CI.ISTO14 W@OONSYS7El . INC. RS PRolISwD. ., ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • ANCIVIR now wi. NG FIR W 0� 00 ar �1 FOR Ur9TS UP TO 37" r<Tr • •d F ...- :4f TV. 1 t ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT e • 513111E6: O'RAYWBY St:ALt: NTS FLI.P.E. NO.62514 c °s •1tv. LOA I OM: A .HEtT: 8400 SEE NOTE 8 4° MAX 8' ITYP) MAX. ('TYC C SEE NOTE 6 4" MAX (T YR) INSTALLATION ANCHORS TYP. e MAX O.C. (TY INSTALLATION ANCHORS TYP. 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 ANCHOR LAYOUT- (PHI THRU MLMO RN moon oREnaIO) FOR Ur9T8l& TO ]T x63' 20F A I UPDATED PER NEW FBC REQUIREMENTS 07/07/08 PVC CASEMENT BAT 7172008 6, ' NO.. 181 • MODULAR SIZFS (UN1T W INDO W SIZ11 UO3GIIT(IN) W 10111 (IN) G LASS TYPE 20 29 112 31 112 35 112 39 1/2 41 1)2 43 1R 47 1/2 51 112 53 t/2 55 1/2 59 1/2 6t 3/4 63 112 651/2 67 1/2 70 3/4 17 7/8 C, D +673/47.5 4-67.5/- 67.5 +67.5/- 67.5 +67.5/ -67.5 + 67.5/ - 67.5 - 1-67.5/ -67.3 +67.51-67.5 +673/ -673 +675/- 67.5 +67.5/ -67.5 +67.51 -67.5 +675/ -67.3 +67.5/ -675 +67.51.67.5 +67.5/ -67.5 +67.5/- 67.5 +67.5/ -67.5 23 1/2 C, D • +67.5/ -67.5 +673/- 67.5 +67.5/ -67.5 +67.5/- 673 +67S/ -67:5 +67.51 -675 +67.51 -673 +67.51 -67.5 +67.51 -67.5 +67.51- 67.5 +67.51 -673 +6731- 67.5 +67.51- 67.5 +673/- 67.5 +67.5/ -67.5 +67.5/ -67.5 27 1/2 C, D • +613/- 67.5 +673/ -673 +67.51 -67.5 +67.5/475 +67.5/ -67.5 +67.5/ -67.5 +67.51- 673 +67.5/- 67.5 +67.5/- 67.5 +67.51 -67.5 +67.5/ -67.5 +67.51- 673 +67.5/ -67.5 + 67.51 -675 +67.5/- 67.5 +67.5/47.5 29 1/2 C, D • • 467.51 -67.5 +67.51 -67.5 +67.5/ -67.5 +67.5/47.5 467.5/ -67.5 +6751 -675 +6751 -675 +67.51 -67.5 +67.51.675 +67.5/-67.5 +67.51-67.5 +67.5/ -67.5 467.51 -67.5 +67.5/ -67.5 +673/ -67.5 31 112 C, D • • • +67.5/-67.5 +67.5/- 67.5 467.5/47.5 467.51 -67.5 +67.5/ -675 467.5/ -67.5 467.51 -67.5 467.51.67.5 +67.5/- 67.5 +67.51 -67.5 +67.51.67.5 +67.5/-67.5 +67.51- 67.5 +67.5/47.5 35 1/2 C, D • • • • +67.9/ -67.5 -67.51 -67.5 467.5/.67.5 +67.51 -675 +67.51- 67.5 +67.51 -67.5 +67.51 -67.5 +67.5/47.5 +67.5667.5 467.5/67.5 +67,9147.5 +675/- 67.5 +67.5/ -67.5 35 3/4 C,1) • • ' • +67.5/ -67.5 4673/-67.3 +67.5/- 67.5 +67.5/ -67.5 + 67.5/ -67.5 +67.5/ -67.5 +67.51 -67.5 +67.5/-67.5 +67.5/ -67.5 +67.5 /-67.5 +67.3/-67.5 467.51- 67.5 +67.5/ -675 CO MMO DIIY SOZE3 (71P -11P) • • - - . . HEIGHT(IN) WIDTH (IN) GLASS TYPE 21 1/4 38 3/8 50 518 56 63 ' 72 • 19 1M - -C, D - 467,5/47.5 +673/- 675+673/ -67.5 +67 .5/-67.5 +67.5/- 673 +67,5/ -67.5 26 112 C. D • +67.51-673±67, 51-67.5 +67 .5147.5 +67.51 -67.5 +675/-67.5 37 C. D • , +673/- 673 4673/ -67.5 +673/47.5 +67.51 -673 +673/-67.5 • MODULAR STUB (UNITWINDOW S1Z52 • 314 OVERALL • HIIGITT(IN) . W 10TH (1N) GLASS TYPE 20 291/2 31 112 351/2 39 112 41 1/2 43111 47112 Si 1/2 53 1/2 551)1 59 111. . 613/4 17 7/8 A, B +601 -60 +601-60 +60/-60 +601.60 + 601 -60 +601 -60 +601 -60 -1601 -60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 231/2 A.0) 460/ -60 +60 /-60 460/-60 +60/ -60 +60%60 +60/-60 + 60/-60 +60/-66 + 601-60 4601 -60 +60/ -60 460160 +601 -60 27 112 A, B • +601 -60 460/-60 +60/-60 +60/-60 +601 -60 +60/ -60 +60/-60 • '+60/40 +601-60 +66/40 +60/40 461/ -60 29 1/2 311/2 A. B A.0 • • +60/-60 • 4601 -60 4 60160 +60/-60 +60/60 +611/-60 460/-60 +60/40 +60140 +60/-60 +60140 4601-60 +601 -60 +60/ -60 +607 -60 +60/-60 +60/-60 4607 -60 +60/-60 +601 -60 4601.60 +60/40 +60/40 ri M r 118* 6, TEMPERED E SS 5/14 LAMINATED U6. HEAT STRENGTHENED GLASS 7t8' HEAT STRENO HENED 0LASS 35 1/2 A, B • • • +601 -60 +60/-60 +60/ -60 +601 -60 +60/-60 +60/ -60 +60/ -60 +60 /-60 +60/40 +60/-60 35 3/4 A,1 • • • , • +601 -60 +60/-60 +601 -60 460/-60 +60/-60 +60/-60 . +601-60 +60/-60 f +60%60 CO MMOl1ILY SIZES (TIP -71P) • �, f , HII IN} WIDTH (ON) GLASS TYPE 21 t/4 l 56 63 Inra 9 1/8`` t A, B 460 /40 + +60/-60 ',0/ +60(40 +60/ -60 • 26 12 A. B • 46DT60 -6.) 460/60 460160 +60/-60 31 OVERALL P 118' HEAT STRENGTHENED GLASS ; 37 A. B • +60/-60 460/-60 +60/•60 +601 -60 ' �' 5115 AIR SPACE .1-14:,....:1 (- - % 1 ° - - - "'NOT RECOMMENDED - /. l r _ .- • 'ff • NOTE 81'18- LAMINATED _ _ _ _ - _ _._ _ _ _ -_ _ X 118' OW i•:. 314' OVERALL STRENt1774EN£Df3LABS • 3/32' DUPONTPVO[NMERLAYER r 1/8' HEAT STRENGTHENED GLASS 3/4' OVERALL GLASS r e ~ i 1/11* ANNEALEI CLASS r- 0118 AIR SPACE 6118• LAMINATED t/6' TEMPERED 5/16- AIRSPACE 5116' LAMINATED 1. IF S8& INTENDED 15 NOT • GLASS D SHOWN USE NEXT LARGER SIZE i " 118• ANNEALED GLASS �r 3732" DUPONT PVB ILTERLAVER lr t/6• ANNEALED MASS II -, �* MY ANNEALED GLASS 3/3Z- DUPONT lava V8 INTERLAYEA �!!! • e 118 ANNEAt[DOl .SS • • • • f�� TTT ,L- A (UPDATED PER NEW FBC REQUIREMENTS 107/07/08 • • • • •• ••• ,,1 • • • • ? i-' q c `., n �r • t''.. U'` • . , a . - - • L•,.... . : `: s1 ,rL Aos1 RTOto>p FL P.M NO. 62514 . 0 .. 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 �� • • • rte ��_ . A.= �.-1�. ••• rr- 7' ¢LASS TYPE ' a 611--9' 11(- t I. 1 ~ a • • ti • • 7111$_ OP CHARTS 8, GLAZING - LARGE MISSILE IMPACT L�7 f� • • i • • • • • •" • • • I 1 • • • • • • • • • • :: • ,:ii • • • • • • .: • • � PVC CASEMENT wM BY' BAT SAID 7/7/2008 • o GLASS TYPE A GLASS TYPE 13 _ . _ c ue NTS 4tv. LtI I 0 A JAS Nu CWS -181 oHttt: 3 OF 8 & SYSTEMS. INC. ANY REPRO IN PA OR AS AU•4OtE wrOitur 1HE WRIT PER*. SSION OF CUSTOM WC W O w SYSTEMS. INC. IS PROHS*TEDr - - .. ••• • • • • • •• • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • TYPICAL VERTICAL SECTION UNIT HEIGHT NOTE ITEM 22, 25,33,38,42,48- 48,5153,55 ARE USED BUT NOT SHOWN FOR CLARITY. Pi 11C �! J � � sfi Clip � � ii • • • • • • • • • • • • pr4NAaiw FalmA• • • • • • • • • • TYPICAL HORIZONTAL. SECTION A ( UPDATED PER NEW FBC REQUIREMENTS (07107108 M est9gr= = 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 SECTION VIEW 1ALT FIN FRAME - LARGE MISSILE IMPACT A*": PVC CASEMENT JRAWN BY. BAT ),VIE: 717/2008 L. 8.400 Sc ut NTS Jw�' Nua CWS -161 .ttv.laiirte A iHttl: 40F8 • i s ••. 4.• A _7 ,s • ••• ••• • ••• ..: • r ; • • • • • • • • •�, • ., • • • • • • • • - • • • �•OPRIEDIRY C EN& • • • - - - THB INFORMATICS! Conaus W THI NO SOLE PROI�It'{• p ?OM 1. R09RTO L WINOOw BYSTE47S. WG-ANY ONINP OR AS ANA= nieTI$ FL: P.E.NO 8 1 4,... WRITTEN PER1dsSIoN OF CUSTOM WINDOW SYSTEILS. INCISPROHel1JE0. n D ?s {dp e:. • • gL 3 i y'� (' 1, 0 .7,• • • • • to ; P E •` '• • • •• •• • • • • • •,•• ',i i'• r ••• • • • • • •• •• f5,. . 7 • , ,'`", t . • ••• • • :;{, c•. t * ttam / - Part* D•serlptlon FRAME CORNER CONSTRUCTION 1 P FR. CASE. 3 118" 3 2 2 P-4090 494 03 2D coy- Awlrtrt saszroz 1050 2.437), w 3 1 530 FR. CAfiE,. MAN. BLL / 1111111 4 P4050 COL -AUA T4)A 5052402 (050 x.437). SIL 1+6030 >? 1a�n*.ROM FR.CAS 000© a P-4 COL - LIJII.4.M 90524 2 (050 X.437).18. PoG#1F 7 •46030 FR. CASE. VAN, JB.. LET. a1rz'• a P 4050 C04. -AL LIAt A. 5052-•5'1(050 x.437)"L13 T 9 2173Z' t `�f' A H•8006 SASH CASE. TOP11AL 10 5-0504 F1H.F. tlL5ESA81{TOP RAI. - ., CORNER WELD (ALL SIDES) 11 12 . 1+8006 5.1505 Matt cABE SOT. RRL REF'. CASE. SASH BOTTOM RAL f"._ � Ij ,� - - — I , I PVC FR. CASE., MAIN (FLANGE)H -6030 (S •46 CASE SASH 6E MESA*. FMDE 14 5.1505 REAF. CASE S ASHSCERALWOE 15 158003 SASH CASE, SEEM, LOCK 19 0.1505 REF. CASE SASi1SICERALLOCK .• . 211/32'. 1' SASH CO RNER CONSTRUCTION 17 P.3429 +nTTP,.imX OAR% 15 '-217 WBiP_ - 2 1µ• ■ PVC FR. CASE., MAIN (FIN) H-6030 19 P1 6R 05 SASH 0 I Z0 Fi -i sz s 2 & SC�iRAL, SHiM SL235144 U 21 1504 AAL. TOP 1 22 5- 8.1304 Ahf'F0R CU. • A96 1 SIDES) 23 8.6517 ELL BIZ 3/4', F103..F�2 OQ 1 2 P4 1 548 114.3/4 ' \ CORNER WELD (ALL 2 5 P7557 X 1' PH FH cd X Tt3(22N3, =MN 1B 2.29 PVC SASH, CASE. H -6006 je - fl 1 e/32• 28 28 P4004 a8 .32X12' mini RL9,SS (ROTC MAELOOK) 27 P4044 HO .= BT1i ROTOOPER R01D I-XV 811MVE 29 • P-4005 SLPNRTPLATE. LOCK SS, ROM H5AE (Uce wl PEW) • . 17732' ., _ 29 P-4039 LOCK 511.TEFVNLROTO H]AE.4VH18 SCREEN RAIL, TOP /SIDE, H -1593 C 1 . ALUMINUM 6063 -T6 ©000 30 SOTO OPERATORS (FOR LBTIRa4M OPEN = 4341) 31 P-4012 BRO0F91ATAR.R0113MAE(4.Eme11 & µ10 32 P-4000 TRAOC L51P6tA'SV& 0070 OPER,ROTOHD4E.(137) 33 P4010 311.0 MO. ROTOOPEL,LH.ROTOFINE ___ SCREEN RAIL, SIDE/BTM H -1592 ALUMINUM 6063-Tg . 34 •RJDES(LEF7 FORLBTTOR10314TOPENLA59 4+l) 35 MACK APCSUMRASSY 1FORLE TRGHTaeL 38 P4020 SLPPORT41 PoO10 OPERFOTO H3AE(SS) - ,1,)�. 374• � f1 :. 37 P4524 - . 22a314'�md Rr W t/1r Lead 1.S. SS, ROTO OP 8073 MAE 4 1916' 35 P4024 11A,&0 0.I 310 oPH1 -.RO7D •UVJF 1n8- 3 l' Rr " F - - • )5 1-1 30 P•4031. P4040 TE-•BARS. RCM /ONE 1- 5LC070 13. S9 (BY OA 11311 . VIC L-- 2 1/2' - 1116' - •11116' - u . 40 P4003 lEPARCL EA R3T12•47BE - - - -- - - - 41 ►L4043 STRKENALTFPOLVT COIL, .05 X .437, P4050 ANCHOR CUP, P -3780 • . . • "' SASH REINF. S -1505 ALUMINUM 6063 -T6 AWMINUM 6063 -T6 PVC GLAZING BEAD -6016 ALUMINUM 6063 -T6 ' • - 42 P•3342 SMMESALER, 1108.404 43 P3752 CAP H.1X0.1/ZLtOLE 44 P44011 HOT MELT, TLiU SEAL If 45 _ P3352 3ET 81115RDP IWX5IS'xr L0. 46 •3615 CS- 8400 0OLDCERT. LAM., MC TAB 47 P3501 1E14:WARf LBL.(1154DPe 2 A ( UPDATED PER NEW FBC REQUIREMENTS [07/07108 45 P-3913 LW3LBL(L000) • • • 3�" • • • • • • U16' - • • �. �: Y i 4 (s w c .J p -'' a r .;' • . • . � ' , � ` : 4 9 " . ,'' r "' ° y ,� '• .¢ � e(faN![. -- • " • I 400 S.W. 44TH AVENUE OCALA, FLORIDA 34474 49 MASS, SASH !N • • • � �31 • • • • • • • • • • r _ • • • • i • •� tJ4' `." 5o Paul SPACER, L7.RASFAL SS T 3 51 P 3581 C' I SC10T1L 15 XIS F893NASS 1 UT 52 P3225 SCt3E4Sale .155 DA, E4X 13 P3197 sCf�(Op(M434 Kee 54 P3555 SCRENSFMG, 007CLE1B49L2N ,. PLAN•,IFW Dr ANCI3 ®R OLIP • • • • • • • • • • • • • • • • en • • s "w',•y • • • .- . , Pe T•£ LNp.Anor�oNrAO Wfnv� RRt ra TY V+yO0. %%coW SY5TEIAS. WO. ANY REPRO IN PART oft AS A E 3 545 , WRITTEN PERMI85/Or4 OF CUSTOM NONDOWSYSTEH9. LNG IS PROHIBITED. Till E XIRUSIONS & B.O.M.- LARGE MISSILE IMPACT 55 P3029 SQ'�JL510.OUF 56 P3939 t5 KW CLAP FH115C DC. WREN Hle:5: 7pi4AOVRHY: PVC. CASEMENT BAT 7 57 P3040 SOL3 EO. SS. PVC ,• 1 - x 1 • n ' L 1ti:Atx 'Otor.0% �• FL P.E.,'UO. 62014 o 8400 NTS • CWS -161 58 FF5830A •1L CASE, W FN 59 P3113 gCRB1Y5L1ppORTFOf1 P✓C , L . C'tX7TER: A 2REET: 8 OF 8 • • • • • ••• • • • • • •• • • • • • • • • • • • ••• • • • • • • ••• • • • • •• •• f •T Sea A I UPDATED PER NEW FBC REQUIREMENTS 107107108 ALLATION ANCHOR W/CUP DETAIL -LARGE MISSILE IMPACT CWS -181 CONCREIFJMASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK 8Y INSTALLER WINDOW FRAME HEAD SASH TOP RAIL SASH BOTTOM RAIL WINDOW FRAME SILL PERMETER CAULK BY INSTALLER - EXTERIOR FINISH BY OTHERS ••a • •►• • • aa. ia.aa . P• • • • a a • • • • S .. •• •• • i • - • . • . • • '. a. . • • CONCRETE/MASONRY 1 BY WOOD BUCK . BY OTHERS BY OTHERS A VERTICAL SECTION 1 CUP (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS utr (MIN. EDGE DIST.) 1j JM (MIN. EMBEDMENT) CONCRETEMABONRY BY OTHERS 1 BY WOOD BUCK - BY OTHERS T V' MAX SHIM (SEE NOTE 2 8 3 ON SHT. INSTALLATION ANCHOR. 3116•OW. MASONRY ANCHOR ANCHOR CLIP ANCHOR CUP INSTALL U 3116' DIA. MASONRY ANCHOR V4• MAX; SHIM - (SEE NOTE 283ON SHT. 2) (MIN. EMBEDMENT) .2� (MIN. ECGE DIET.) t1L4• (MIN. EMBEDMENT) 2ifL' (MIN. EDGE DIST.) •• ■•• • • • • • • • •• • • • • • • •• ••• ••• • • • • • • • • •• • • • • •• •• ••• • • 114' MAX SIAM (BEE NOTE 2 & 3 ON SHT. INSTALLATION ANCHOR 3/16' DIA. MASONRY ANCHOR ANCHOR CLIP 1 Y WOOD BUCK BY 1 — S OTHERS �7 EXTERIOR FINISH BY OTHERS ® HORIZONTAL. SECTION CUP (MASONRY) WINDOW FRAME BILL PERK CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS COQ BY OTHERS • • • • ••• • • • s • oo • • • • •• • • • • • • • • • • • • • •• •• ••• • • WINDOW FRAME JAMS PERIMETER CAULK BY INSTALLER • ••• • • • • • • • • • • • • • • • • • • • • • • • • Try 8 R1A•,TIOS CO JLNN n • as MOC %S 1 E •ROPErm of =ma WINDOW SYSTEMS INC. ANY REPRO IN PART AS AAWLS WITHOUT-Sit WRITTEN PERMISSION OF CUSTOM %WIDOWSYSTEM MC, IS PROMOTED, • • BASH SID RAIL ••• • • • • • y 1 , ® ALTERNATE PRECAST SILL DETAIL CUP (MASONRY) • . • • •• C • 114' MAX SHIN (SEE NOTE 2 8 3 ON SHT. 2) INSTALLATION ANCHOR 610 WOOD SCREW ANCHOR CLIP WINDOW FRAME JAMB SASH BOTTOM RAIL ANCHOR CLIP PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 3118' DIA. MASONRY ANCHOR - EXTERIOR FINISH BY OTHERS 110• MAX. SHIM (SEE NOTE 283 ON SHT. 2) 1174' (MIN: EMBEDMENT) - - (MIN. EDGE DIST.) Luc (MIN. EMBEDMENT) �c• c 0 • 6 e• • 4 • a• r CONCRETE/MASONRY 0 • • BY OTHERS • •• A • •0 o• o. • • (\ HORIZONTAL SECTION Q_./ CUP 1W0012) 2 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK A. AND OPENING BY OTHERS ■ .yy :yJ (MN. EMBEDMENT) ExrERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD SASH TOP RAIL SASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY SY OTHERS MN. EDGE DIST.) • :: 1.0 St • A • • • ►+ • 1 b• • CONCRETE/MASONRY BY OTHERS ® VERTICAL SECTION FRAME (MASONRY) A• A A. • • t A INSTALLATION ANCHOR. 3/1 DIAL MASONRY SCREW x*NEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS - - BY WOOD BUCK SY OTHERS 1/4° MAX. SHIM (SEE NOTE 2 & 3 ON SHT.2) BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW HdNEOPRENE BACKED WASHER THRU SCREW SUPPORT INSTALLATION ANCHOR. 3/18" DIA. MASONRY SCREWvdNEOPRENE BACKED WASHER THRU SCREW SUPPORT 2+n• (MIN. EDGE DIST.) CAULK UNDER SCREW HEAD BY, INSTALLER DRYWALL BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4' MAX. SHIM - -` (SEE 2 1 114" (MIN. EMBEDMENT) SILL STOOL BY OTHERS USE SOLID TO MAKE S BY OTHERS (MIN. EDGE DIST.) 1.1W (MIN. EMBEDMENT) • 4 44 ® HORIZONTAL SECTION FRAME (MASONRY) , • • L _ • • • •• ••• •• • • 1 BY WOOD BUCK BY OTHERS SASH BOTTOM RAIL 1N I.1 FRAME SI PERIMETER CAULK ' BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE!MASONRY BY OTHERS 114" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS • • • • • • • • • ••• • ••• • • • • • • • " • • • • • • • ••• • • • • • • • • • • • • • •ROP 0.61. 4! • • ' • THE INFORMAVON CONINNED IN IRIS P ..+c SCLPPRIPERNY OE WS OW SYSTEMS. INC. ANY REPRO ON IN AATOR ASAIWHOLE YWTH0 C THZ WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. _ . SASH SIDE RAIL WINDOW FRAME .IAMB �/� } ALTERNATE PRECAST SILL DETAIL • FRAME (MASONRY) 4 a fJ .1 .:,�y.S i3.lr MN. ENBEDMENT) 114• MAX.SHTM -- (8EE NOTE 2S3ON SHT. 2) 2i (MIN. 6006 DIET.) (.4)i CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMS INSTALLATION ANCHOR, 3118'DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER I .,� J fJ a e.a• LROB RT L0LAS FL. P-E: NO: S2514, U" MAX SHIM I (SEE NOTE 2 8 3 ON SHT. 2) • 1 1/4• (MIN. EMBEDMENT) A • _ . ' /:..y 1603 S.W. 44TH AVENUE [°n? GALA, FLORIDA34474 • A • A • ► / - 2 BY WOOD BUCK • A•1 8Y OTHERS INSTALLATION ANCHOR d10 WOOD A SCREW WINEOPRENE BACKED •• WASHER THRU SCREW SUPPORT •• • A � CAULK BETWEEN BUCK • . AND OPENING BY OTHERS DRYWALL BY OTHERS CONCRETE/MASONRY BY OTHERS PERIMETER CAULK EXTERIOR FINISH BY INSTALLER BY OTHERS ® HORIZONTAL SECTION • FRAME(WOOD). A ( UPDATED PER NEW FBC REQUIREMENTS /L.1NSALLATION ANCHOR THRU FRAME DETAIL- LARGE MISSILE IMPAC 07107/08 717)2008 CWS•161 70F8 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• SHEATHING SY OTHERS CAULK BEHIND FIN 0. BY OTHEFts I .� BY INSTALLER • 't EXTEERIOR FINISH �� • r Ili' I� r+� PERIMETER CAULK BY INSTALLER WINDOW WRAP , BYINSTAIIPR WINDOW FRAM HEAD WINDOW FRAME SILL WINDOW WRAP BY INSTALLER 1_1(Z INSTALLATION ANCHOR, (MIN. EMBEDMENT) f8 WOOD SCREW n/i Wit• fl l11l . . d �bi INSTALLATION d • •• 2 SY WOOD BUCK 2 BY WOOD FUCK BY OTHERS BY OTHERS 114• MAKSHIM (SEE NOTE 2 & 3 ON 8HT.2) F 1K' MAKSA HA SEENOTE283ONSHT.2) 2 IN WOOD SUCK BY OTHERS INSTALATION ANCHOR. *3 WOOD SCREW 1 112' (MIN. EMBEDMENT) SHEATHING 13Y OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND TIN BY INSTALLER PERETER CALK BY INSTALLER HORIZONTAL SECTION FIN (WOOD) - - - 1/4' MAX. SHIM (SEE NOTE 2 & 3 ON SIT. 2) 1 WINDOW WRAP BY INSTALLER 1 . 1 A I UPDATED PER NEW FBC REQUIREMENTS 07t0710B 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 U AATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT PVC CASEMENT 8400 BAT NTS EV. LE 11 tit A 717/2008 CWS -161 SHeEr' 8 OF 8 PERIMETER CAULK BY INSTALLER CAULK BEHIND FIJ ANCHOR. C8 WOOD BY INSTAI I PR SCREW ••• • • • • • •• EXTERIOR FINISH • NISH • • 6! i 1 BY OTHERS • • • e y / � SHEATHING 1 1R' • • • • • • • • • • • BY OTHERS (MW. EMBEI • • -• • • • \ o ff -+1:. B • ` tio� �� ,.sor . ,, " /1") VERTICAL 1h : FIN (W000) • - + .2-.." • WINDOW • • • • • • • • • o • " . r; • • THE POORMATI0I CONT 181*E ALE Oi' L. R9 L.O . 1. SYSTEMS. KG ANY R N PART QI AS A , S i} R"jt)T PL R.132 N0:132514 • •6_' WRITTEN PERMSSBON Of CUSTOM WADOW SYSTEMS. WC. 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IIIIIIIIMERIIIIIIIIIIIIIIIIIIIMENI 'liiiiiiiiiiiii ............... iiiiiiiiiiiiiiiiii !'•iriiiiiiiiiiiiiiiiiiiiiiii 1111 211111111111118213111111111111111 .... i iiiiiiiiiii�i� iii........iiai::aiia:.:: BCIS Home I Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stets & Facts j Publicatons 1 FBC Staff 1 BQS Site Map finks 1 Search Product Approval USER: Public User Product Approval Menu > Product or Aoolicaton Sea h > Aoolicaton 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 Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 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 ndows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL12248 RO COI EvalReport- HS8200- 73x62lmpact- DP75.pdf Standard AAMA/101/I.S.2/A440-05 ASTM E1886 -02/05 ASTM E1996 -02/05 Year 2005 2002 2002 5/20/2009 ma 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. Lim of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 DP = + 60, - 75 psf, Impact. Installation Instructions FL12248 RO II CWS -399 (HS -8200 Impact 73x62 75DP).Ddf FL12248 RO II DuPont SGP NOA 07- 1116- 04.pdf FL12248 RO II Micron NOA 06 -1220 01.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE EvalReport-HS8200-73x62lmpact- DP75.Ddf 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 PA/TAS 201/202/203 1994 03/04/2009 03/04/2009 03/11/2009 04/07/2009 sack Next Lucas A. Turner, P.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931 - 315 -0049 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, OX (or XO) configuration, 73 "x62" size, 3 /16Ann — Air — 3/16- .090SGP -3/16 glass, +60/ -75 PSF Manufacturer: Custom Window' Systems, Inc. 1900 SW 44 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above- listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09. 2) Test Report NCTL -210- 3569 -1, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: TAS 201, 202, 203 1994 3) Test Report NCTL -210- 3569 -1A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: AAMA/WDMA/CSA 101/LS.2/A440 -05 b. Testing Performed: ASTM E1886 -02/05 and ASTM E1996 -02/05 4) Supplemental Calculations to support CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09 Installation: Units must be installed according to approval document CWS -399. Limitations of Use: This product: • May be used in sizes up to 73" wide by 62" tall unit size (74.25 "x63.25" flange size) in OX or XO configuration, with max. daylight widths of 32.4375" on the fixed panel and 32.563" on the sash • Achieves a design pressure of +60 /-75 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3 /16Ann — Air — 3/16- .090SGP -3/16 glass minimum • Requires Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 07- 1116.04 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 06- 1220.01 Certification of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the approval process of this product. G. • ef ' t� t Evaluation Report March 4, 2009 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........._._..1 ANCHOR SCHEDULE AND NOTES_._.........2 DESIGN PRESSURES & GLAZING.....----3 SECTION VIEWS.._........_........._ ...... 4 EXTRUSIONS & BILL OF MATERIALS.-.......5 INSTALLATION DETAILS_..__ ....._ PROPRIETARY AND CONFIDEl1RAL THE HFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTH7N IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSON OF CUSTOM WINDOW SYSTEMS. INC. IN PRONIB pVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH NE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: 'OX'.'XO° 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL. 8. REFERENCE TEST REPORTS: NCTL- 2103589 -1, NCTL - 210.3589 -1A 8. SERE:S / MODEL DESIGNATION HS -8200. B. 1X OR 2X W000 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 O 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. LUCAS A. TURNER, FL P.E. N0.58201 .0 Ii, :r.:e Na 58201 ; : 1900 SW 44TH AVE. * * = OCALA, FLORIDA 34474 ▪ - Eft : 'GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT • STAT gle, hERIES: 8200 5 FiAWN BY: � tATE 11/6/2008 ,,•AV.... WDEL' HORIZ SLIDER SCALE: NTS bW ` ° ' NO CWS -399 REV. LETTER: SHEET: 1 OF NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REDO 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. 4.3/W DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED. 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK. 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. 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 MANUFACTURER'S 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 G .0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. 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 8Y OTHERS. PROPRIETARY MO CONFIDENTIAL THE INFORMATION CONTAINED IN THIS ORAWTO IS THE SOLE PROPERTY OF CUSTOM WtNOOW SYSTEMS. {NO. ANY REPROOtICTION IN PART OR AS A WHOLE WITHOUT THE NWITTEd PERMSSS0N OF CUSTOM WINDOW SYSTEMS. INC. IS PROHOrED. INSTALLATION ANCHORS TYP. LUCAS A. TURNER. FL P.E. NO. 58201 WINDOw SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 II IL6: QHOR RC:HFTIULF & NOTES- I ARC;F MJSSII F IMPACT Seri • 8200 MODEL; HORIZ SLIDER MJ NTS .LETTER: DATE 11/8/2008 CI. N O.• CWS -399 SHEET: 2 OF 6 H93HT 24 3/4 271/2 291 /2 31 1/2 351/2 391 /2 41 1/2 431/2 62 GLASS TYPE A ' A A A A A A A A A A A 17 7/8 +60/-75 +8a -75 +60/ -75 +60/ -75 +6a -75 +60 /-75 +60/ -75 +60/ -75 +60 /-75 +60/-75 +60/ -75 +60/-75 291/2 +60/-75 +60/ -75 +60 /-75 +60/ -75 +60/-75 +60/-75 +801-75 +80/-75 +60/-75 +40/-75 +60/-75 +60/ -75 31 1/2 1/2)39 1/2 +8a -75 + o,:m +60/-75 +60/ -75 +601-75 +601 -75 +60/-75 +60/-75 +60 /-75 +60 /-75 +60/-75 +=60/ -75 +60/-75 +60/ -75 +60/ -75 +601 -75 +60/-75 +80/-75 +60 /-75 460/-75 +60 /-75 +601 -75 +60/-75 +60/-75 +60 /-75 +60/ -75 +60%7\ +80/-75 +60 /-70+60/-7 +60/-75 +60/-75 75 +60/-75 +60/ -75 +601-75 411/2 +6a -75 +6a -75 +60/-75 +60 /-75 +60/-75 +60 /-75 +60 /-75 +60 /-75 +601-75 431/2 +60/-75 460 /-75 +601-75 +60 /-75 +6a -75 +60/-75 460 /-75 460/-75 +60 /-75 +60/-75 +60/ -75 +601 -75 49 +60/ -75 +60/-75 +60 /-75 +60 /-75 +60 /-75 +60 /-75 +60 /-75 +60 /-75 +60 /-75 +60/-75 +60/-75 +60/-75 51 1/2 +60/ -75 +60/ -75 +60/ -75 +60/-75 +60/ -75 +60 /-75 +60 /-75 +60/ -75 +60/ -75 X +60 /-75 +60 /-75 +60/-75 +60 /-75 +601-75 +60 /-75 +60 /-75 +60/-75 +60/ -75 551/2 +80/ -75 +60 /-75 +80 /-75 +60/-75 +60/ -75 +60 /-75 +601-75 +60 /-75 +60 /-75 +60/-75 +60 /-75 +60 /-75 0/ -75j' 80/ -75 +601-75 /-75 +60 /-75 +60/ -75 591/2 +60 /-75 460/ -75 +60 /-75 +60/ -75 +60/ -75 +60 /-75 +601-75 +B0 /-75 +60 /-75 +60/ -75 +60/ -75 +601-75 f73 +60-75 +60/-75 +601 -75 +60/-75 +60/ -75 +60/ -75 +60 /-75 +601-75 +601-75 +60/ -75 +60-75 7vJ +60/ -75 +60 /-75 +60 /-75 NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 718' OVERALL INSULATED GLASS 3/18" ANNEALED GLASS 1/4" AIR SPACE 7/18 LAMINATED 3118" ANNEALED GLASS .090 SENTRY OLAS PLUS 3/16 ANNEALED GLASS SMAFLEX 6220R HOTMELT TRUSEAL 1/Z- GLASS SITE PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED W nu DRAWING IS THE SOLE PRDPERTYOF CUSTOM WINDOW SYSTEMS. INC. ANY REPN014 T1ON IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS FROWNED. LUCAS A. TURNER, PL P.E NQ. 58201 +.. 1y '. " ,, , YVINCiMS 3 / , t* 414' 1. 47%. 1:4r5 6 ;12 111 4§: 1900 SW 44TH OW AVE. SYSTE . t; ; +S OCALA, FLORIDA %V. STATE OF �4ry DP CHARTS / GLAZING DETAIL - LARGE IDA MISSILE IMPACT 8200 'AODEL. HORIZ SLIDER IMAM) BY: AA SCALE: NTS ASV.LETTE R: 1118 G. NO. S399 M1 EET: 3 OF SECTI NOTE: N SHOWSBASHCUTAWAY r TE: ITEMS 22, 27, 29, 36, 41, 42, 43. 53, AND 54 ARE USED BUT NOT OWN FOR CLARITY. TICAL SE CTION NOTE: SHOWS F0:ED UTE CUT AWAY TYPICAL HORIZONTAL SECTION NOTE: LEFT SHOWS FIXED uTE OUT AWAY, WG}ff BROWS SASH CUT AWAY LUCAS A TURNER, FL. P.E. NO. 55201 N Aµulfffff 4 401 :ARE W T . 'ii ?s . No 58201 • :fill., .57 4,1 ; • t or E ,5 STATE OF lei PROPRIETARY AND r r CONE/DENIM THE INFORMATION CONTAINED IN /HS DRAWING IS THE SOLE PROPERTY OF CUSTOM rr rFS',t O R* 4, 0�. WINCOW worm SYSTEMS. AMISSONN OF W O NDOW N 8YSTEMS, IS PROM EE WITHOUT r �� - silon , A ; , i u `,� r4 WI e.49 SYSTEMS 1900 SW 44TH AVE OCALA, FLORIDA 34474 The SECTION VIEWS - LARGE MISSILE IMPACT SERIES: E SY: 7ATE 8200 AA 11f812008 MODEL: HORIZ. SLIDER SCALE: NTS WG. NO.: CWS -399 REV. Lt i,eN: _ 'SHEET: 4 0F6 v Inspection Number: INSP - 141639 Permit Number: WS -9 -09 -1480 Scheduled Inspection Date: June 10, 2010 Inspector: Rodriguez, Jorge Owner: RANDLE, JULIA Job Address: 285 NE 103 Street Miami Shores, FL Project: <NONE> 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 1121360130440 Phone: (954)792-4415 REPLACE 13 IMPACT & 3 IMPACT DOORS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 123669. Not ready. All corner windows do not meet the design wind loads shown. All openings require screens. PGT door is missing anchors. Garage door requires labels. NB Page 5 of 17 bl5I 0 Permit Type (circle): Tenant/Lessee Name Mia Buil (0050 N.E.2n Tel: (30 BUILDING PERMIT APPLICATION FBC 2004 Roofmg l'i ores Village Department Miami Shores, Florida 33138 04 Fax: (305) 756.8972 Job Address (where the work is being done) (a' 0 3 p-) e S 1 City Miami Shores Village County FOLIO / PARCEL # I ( 013 - 01/44-1 0 Is Building Historically Designated YES NO j-bi E. Z U tXC f€ Contractor's Address A 5) 0 . ) '?NIL City 40‘11 W oo State Qualifier Name Lu 9* — i2` S 1100 ( LiLStt State Certificate or Registration No. C (_.p ( e 4-�— Contractor's Company Name • Value of Work For this Permit $ Type of Work: Describe Work: ' fl..'1OCo1. LA) ln ?. - t Addition ['Alteration ****,* * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** f Submittal Fee $ v ** Permit Fee $ Notary $ Training/Education Fee $ Scanning $ q ` Radon $ Bond $ Code Enforcement $ Structural Review. $ * *Fe Phone # Miami -Dade Zip $5 DPBR $ Double Fee $ Total Fee Now Due $ Permit No. �l • 0 14 Master Permit No. Owner's Name (Fee Simple Titleholder) 30\ Z TX1 d1 a Phone # Owner's Address Di 6 ,)C, 103 ST Cit} � e S S State L- Zip - 3161 Phone # 4 2 Ut ( s zip 333 22_ Phone # qtb- l7x(2 t 1S Certificate of Competency No. Architect/Engineer's Name (if applicable) 6( rl c r- i e, Phone # 6(01 152_5' (D Square / Linear Footage Of Work: ❑New Repair/Replace ❑ Demolition t22'- -b ,1 4C -co( o p e tun R °1 1 12 t (� i (`i 15 10 9.1 tA-on s************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** v CCF $ CO /CC Technology Fee $ Zoning $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do ` e 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 certifted copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fore . o s : instrument was acknowledged before me this day of 20 by .11, 6Zq C',LQ, , day of _ , 20 9, by ta.W1 ,o(u11 who is personally known to me or who has produced who is personally . own to me or who has produced As identifica on and who did take an oath. NOTARY PUBLIC: Signa Zip Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) entification an � o did take an oath. Zoning Engineer 040 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Value of Work For this Permit $ Submittal Fee $ Notary $ Miami Shores Village pi m©MEW9 Buildin g Department '� De artment MAR 0 1 2010 /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: ®® ®0001® Tel: (305) 795.2204 Fax: (305) 756.8972 Roofmg Type of. Work: a ddition ❑Alteratio s ❑New Des_ ' e Work: ' - , l ; ' s1 + • ; . 0V Permit Fee $ Training/Education Fee $ Scanning $ 3 .C; Radon $ DPBR $ S Permit No. Master Permit No1.0 -9. 1 L Owner's Name (Fee Simple Titleholder) „„ J\ t6 /Wu-v.) D-e, Phone # Owner's Address oat Rya a ® s City PA % State S re€ 4'1 Zip .',) l b Tenant/Lessee Name Phone # lik Job Address (where the work is being done) off? J N 6 City Miami Shores Village County Miami -Dade Zip 55 3� FOLIO / PARCEL# ql- 7.13(2 -063 °C) `1 Li0 Is Building Historically Designated YES NO Contractor's Company Name , . k _ t,l? CO U1Q l.te 01Phone # ct sLoci -ty /43 Contractor's Address 4 o O Sw 'b ' .. City 4 W kw() o cc) State Zip 3SSdZ. Qualifier Name 1,0 LLf La 4401.1,6S 01.1,65 07 01' LA-611 Phone # 1941124H, IS State Certificate or Registration No. C6 LOc e 4 gPll 0 Certificate of Competency No. Architect/Engineer's Name (if applicable) QA f i l l beooticlo Phone # 4S kA, - 3910 (p CO 0 Square / Linear Footage Of Work: Lv'. Repair/Replace ❑ Demolition Q InAn ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Technology Fee $ Zoning $ Double Fee $ Bond $ Code Enforcement $ Structural Review. $ Total Fee Now Due $ 3F C- See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address State 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 BIWORE - 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 �•t ='°` \(\f.\ Owner or Agent The foregoing instrument was acknowledged before me this day of 2010) ,by 1 it LQ_ who is personally known to pie or who has produced As identification and who did tak NOTARY PUBLIC: Sign: Print: My Commission Expir APPLICATION APPROVED BY: (Revised 07/10/07) 1y Signature Contractor The foregoing instrument was acknowledged before me this9- day of , 20 ° by WLIJQ .bvC•\ , who is personally known to me or who has produced NOTARY PUBLI Sign: Print: My Commission • *, , :: * *, * *** ******** *, ****** * ** **:: * *, , ********** * ** ***x* Zip as identification and who did take an oath. ..(tC Q$c :: ,, ********* Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Miami Shores Village MMEE'VR Building Department r..;73 0 1 10 (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:.• ... Tel: (305) 795.2204 Fax: (305) 756.8972 Roofmg Permit No. 435 • q -o ' . -14F Master Permit No. Owner's Name (Fee Simple Titleholder) 0l C&ocAtQ Phone # Owner's Address a2 5 Ne t O 3 Srt City �,�;� S1.-or State fit_ Zip 3N 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) oZ 5 t.5 103 5I City Miami Shores Villa a County Miami -Dade Zip -b FOLIO / PARCEL # 11 .2. I ( O 13 - O`I 4 Is Building Historically Designated YES NO Contractor's Company Name -K.. too .Q 1-4Q NY Phone # S S %1 Z 4 1. v 1 -‘ 1 3 Contractor's Address 40 ) `" City ilO` W 0 OC_ State — Zip Qualifier Name t U et2it,js b 3 r L 1 t Phone # C{sLoQ 1A4 IS State Certificate or Registration No. C.,QA (fi( p 1 i v Certificate of Competency. No. Architect/Engineer's Name (if applicable)( CAA V tX't »S , c -) Phone # S 1/4 'a5'4 C7 Cp Co Value of Work For this Permit $ r ) 5 me Type of Work: ['Addition ['Alteration ['New DeNribe Work: 1! QL) k-Art.) S ckl Common Square / Linear Footage Of Work: Repair/Replace ❑ Demolition Submittal Fee $ Notary $ Training/Education Fee $ Scanning $ •� Radon $ Bond $ Structural Review. $ Permit Fee $ Code Enforcement $ DPBR $ CCF $ Double Fee $ Technology Fee $ Zoning $ Total Fee Now Due $ 151 CO /C C See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Stat Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Sign Owner or Agent The foregoing instrument was acknowledged before me this OS day of , 20 10, by , �)U �l edr c U e, , who is personally known to me or who has produced As identi cation and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Contractor The foregoin instrument was acknowledged before me thisdi day of , 20 b, by Li/ P.4.4 &o l .CbJ who is personally known to me or who has produced NOTARY PUBL Sign: Print: My Comm * * * * * * * * * * * * * * * * * * * * ** as identification and who did take an oath. • Engineer Zoning • t * * * * * * * * * * * * * ** Plans Examiner BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle) Building Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.j -q -01 • plo Master Permit No. Electrical Plumbing Mechanical Roofing - NOV 2 d 2008 1,, Owner's Name (Fee Simple Titleholder) -. %t, t"&-AIL. Phone # Owner's Address PI 5 0-6 l O 3 5 Cit jZ S ('eis State Zip ' Tenant/Lessee Name Phone # Job Address (where the work is being done) o• <5 NG 0(73 S T City Miami Shores Village County Miami -Dade Zip 33 k3$ Is Building Historically Designated YES NO Wil Contractor's Company Name 1'l... S (tat t 31.e .)4 Phone # 4,192A� A 1 S Y a 3 Contractor's Address It 0l -0 b�J 3-0 are 1 U,Q .2C� 1 4 City 4A\ State — Zip ...63 cad Qualifier tt.,Q .E)LQ hS . bOC1..cQT Architect/Engineer's Name (if applicable) -( h �.UC8 o -) Phone # y 'Le ( . 0 CD $ Value of Work For this Permit 400 Square Footage Of Work: * * * * * * ** * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Rpair/Replace 0 D- olition Submi l;i`; a Permit Fee $ CCF $ Notary $ Scanning $(p' Radon $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 61. ec") (Continued on opposite side) Training/Education Fee $ Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State / Zip e Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do `e 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 NOTARY PUBLIC: Sign: Print: My Commission E * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 NOTARY PUBLIC: Sign: Print: My Co *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) .7,j/,,e/A Signatu — .r. ,1 Signature Owner or Agent Contractor The foregoi ' instrument was acknowledged before me this 19 The foregoing instrument was acknowledged before me this to day of I`)UJ , 20O by l\ , �, , day of lJ , 20 O by l -1 . 60( 1..xa fl , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take ... oath. as iden 'fication and who did take an oath. State Certificate or Registration No. 66 c_® (p p Certificate of Competency No. Plans Examiner Engineer Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,989 Lot Size: 18,698 SQ FT Year Built: 1939 $50,000/ $177,730 MIAMI SHORES SEC 5 City: PB 10-47 LOTS 21 22 23 Legal INC BLK 119 LOT SIZE Description: 152.020 X 123 OR 18425 -1170 1298 1 OR 18425 -1170 1298 00 Year: 2009 2008 285 NE 103 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 285 NE 103 ST MIAMI Value: Value: Regional: $50,000/ $177,730 $50,000/ $177,503 County: $50,000/ $177,730 $50,000/ $177,503 City: $50,000/ $177,730 $50,000/ $177,503 School Board: $25,000/ $202,730 $25,000/ $202,503 Folio No.: 11- 2136 -013 -0440 Property: 285 NE 103 ST Mailing MARTIN W RANDLE &W Address: JULIA Qualification 285 NE 103 ST MIAMI Description: SHORES FL View Additional Sales 33138 -2430 Sale Date: 12/1998 Sale Amount: $194,800 Sale O /R: 18425 -1170 Sales $270,347 Qualification Sales which are qualified Description: $726,797 View Additional Sales Year: 2009 2008 Land Value: $288,609 $438,175 Building Value: $270,347 $288,622 Market Value: $558,956 $726,797 Assessed Value: $227,730 $227,503 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Map 4 mtam fader Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2007 0 115 ft This map was created on 10/28/2009 11:34:49 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Property Information: Assessment Information: Exemp Information: Taxable Value Information: Sale Information: Page 1 of 1 http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.g... 10/28/2009 Bonding Company's Name (if applicable). Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing • ent was acknowledged before me this day of 20 (, by who is personally known to me or who has pro • uced As identification and who did take an oath. NOTARY PUB IC: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * ** * ** * * * * * * * * * * * * * ** Cho 05/13/03 APPLICATION APPROVED BY: K BERL{ AWARD Sign: scion Expires Jur, Print: Contractor The foregoing instrument was acknowledged before me this Y PUBLIC: as id Bonded By National Nctary Ass!! M Co mmisslon xplres: E ^ by F— ID ot C.4o , e or who has produced tifion and who did take an oath. sa a s -� SUSAN C. SHAPIRO I Otary Public - State of Florida m. Commission # DD21772 QnoiNOtaryAis y ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OR OF SUCH PERIOD INDICATED. NOTWITHSTANDING CERTIFICATE MAY BE ISSUED AND CONDI77ONS INSR LTR ADD 'L INSRE TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE RAM/DIVVY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 04GL00076010009 06/15/09 06/15/10 EACH OCCURRENCE $1,000,000 X PR om $100,000 CLAIMS MADE X OCCUR MED EXP (Anyone person) $EXCLUDED X PD Ded:5,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE OMIT APPLIES PER: n PE T n LOC PRODUCTS - COMP /OP AGG $2,000, T POLICY A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 04GL00076010009 06115/09 06/15/10 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 BODILY INJURY (Per person) $ — X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below 0830389370 02/28/09 02/28/10 X I TORY I IMTf FR OR STATUS B I 1 FR E.L EACH ACCIDENT $500,000 E.L. DISEASE - EA EMPLOYEE $500,000 E.L DISEASE - POUCY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ACORDTM CERTIFICATE OF LIABILITY INSURANCE PRODUCER Richard T. Thorogood Io eman, Gordon & Sands, Inc. . Box 1270 ompano Beach, FL 33061 INSURED Florida Home - Improvement Associates, In 4070 SW 30th Avenue Hollywood, FL 33312 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Mid - Continent Cas INSURER B: Bridgefleld Employers Ins. Co. INSURER C: INSURER D: INSURER E: DATE (MMIDDIYYYY) 07/22/09 NAIC # COVERAGES CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1E) DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION OR UABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE City Miami Shores 10050 NE 2 Avenue Miami, FL 33138 ACORD 25 (2001/08) 1 of 2 Client#: 59351 #S246292/M242046 CANCELLATION FLOHO4 SHF e ACORD CORPORATION 1988 Change out 13 windows and 2 doors no se modifications 0". P.0.6 • -- -05-Ce(cc • • • • • • • • • • • • • • • • ••• • • • • Randle • • • • • • ; 285 NE 103 Street ^ • ; • • • ; • • • • ; •• • • . • fe, • . • 1 • .. _ ., _ Lt., -h —', ..*._.l. • 0_,.„_• Miami Shores, FL • I , I 5/18/2010 ' • __ .*:_ __ 11 l • ••• -; - ..,•• 1 • =•-- --, --;--- 7 ; , t ; , ; 'R" • . : :Mark _. __ ___ ___ _ ! V 9 • l• • 2 1 3 • I 4 • _ • otT; ist • - , • , . , . 1 of 3 I Contractor ____Flond,4$0proposiement.s.• 4070 SW 30 Ave 71 10 11 12 ( 13 ( 14 15 5 6 7 8 9 Type 2LR window 2LR window 2LR window 2LR window 21R window 2LR window 2LR window 2LR window 2LR window door door 2LR window 2LR window 2LR window 2LR window W H 65.8 43.4 86.4 43.9 66.4 43.9 66.4 43.9 66.4 43.9 66.4 43.9 66.4 43.9 35 50.3 53 50.3 36 80 34.5 81.5 35 50.3 53 50.3 53 50.3 35 50.3 • 'ay Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CM 0009217 MARK Window/Door SGD, mull WIDTH (in) HEIGHT (in) Window /door replaced? (y /n) Product Approval # Allowable pressure see NOA Req'd Wind Pressure, see c &'s , Shutter Tquirad? : (nt Product rated ,,for impact? • : (2/41) • ) e • Comments ( +) psf ( -) psf ( +) psf (.9 psf • 1 2LR window 65.75 43.375 y 67.1/ 60 60 44.5 4$.5 • y : • •∎• • • • kitchen kitchen 2 2LR window 66.375 43.875 y L 7067.1/ 60 60 44.5 4131 : : h• - 3 2LR window 66.375 43.875 y 1 L 7067. 60 60 44.5 48.5 n y kitchen 4 2LR window 66.375 43.875 y AFL 60 60 44.5 48.5 n y kitchen 5 2LR window 66.375 43.875 Y --- --7-067 --- _____ � 60 60 44.5 48.5 n y kitchen 6 2LR window 66.375 43.875 y EL.l :1 60 60 44.5 48.5 n y kitchen 7 2LR window 66.375 43.875 y *FL 7067. 60 60 44.5 48.5 n y kitchen 8 2LR window 35. 50.25 y 'CF-L--7-06 60 60 45.3 59.8 n y bedroom #1 9 2LR window 53. 50.25 y L 79fiZ.1 - 60 60 44.6 58.6 n y bedroom #1 10 door 36. 80. y FL 884.1 67 67 44.5 48.5 n y garage 11 door 34.5 81.5 y 07- 0629.10 75 75 44.5 48.6 n y den 12 2LR window 35. 50.25 y • • . ""' 60 60 45.3 59.8 n y living room 13 2LR window 53. 50.25 y 60 60 44.6 58.6 n y living room . • -tj 14 2LR window 53. 50.25 y - : • 60 60 44.6 58.6 n y living room 15 2LR window 35. 50.25 y , FL 7067.1) 60 60 45.3 59.8 n y living room 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 size(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 Randle Contractor Florida Home Improvements Address 285 NE 103 Street 4070 SW 30 Ave Location Miami Shores, FL Hollywood, FL 33312 Date 5/18/2010 7_05_C &C _HVHZ Randle_2.xls 2 of 3 • •• • • • • • • • ••• • • • • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • ••• v ,Stiecialty rhgin'a'�eri3q:Consultants, Inc. • • • • • • • • • • • ••• • Specialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 • • • • :•: • • • • Zetees4 • • : : : 12nbioeched• Zone 5 Unbreached Opening Mark width (in) height (in) Effective Area of component (ft^2) GCp (positive, 4&5) GCp (negative, 4) • • CrEp • (negative, 5) • • • • • • • • P • • • positive � •• • • P negative P positive P negative 1 65.8 43.4 19.8 0.95 -1.05 - 1.31 44.5 -48.5 2 66.4 43.9 20.2 0.95 -1.05 - 1.31 44.5 -48.5 3 66.4 43.9 20.2 0.95 -1.05 - 1.31 44.5 -48.5 4 66.4 43.9 20.2 0.95 -1.05 - 1.31 44.5 -48.5 5 66.4 43.9 20.2 0.95 -1.05 - 1.31 44.5 -48.5 6 66.4 43.9 20.2 0.95 -1.05 - 1.31 44.5 -48.5 7 66.4 43.9 20.2 0.95 -1.05 - 1.31 44.5 -48.5 8 35.0 50.3 12.2 0.97 -1.07 -1.34 45.3 -59.8 9 53.0 50.3 18.5 0.95 -1.06 - 1.31 44.6 -58.6 10 36.0 80.0 20.0 0.95 -1.05 - 1.30 44.5 -48.5 11 34.5 81.5 19.5 0.95 -1.05 - 1.30 44.5 -48.6 12 35.0 50.3 12.2 0.97 -1.07 -1.34 45.3 -59.8 13 53.0 50.3 18.5 0.95 -1.06 - 1.31 44.6 -58.6 14 53.0 50.3 18.5 0.95 -1.06 - 1.31 44.6 -58.6 15 35.0 50.3 12.2 0.97 -1.07 -1.34 45.3 -59.8 • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • .•. • • • • • • • • • • ••• • • • • • 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 qh (psf) GCpi al a2 a3 a Randle 285 NE 103 Street Miami Shores, FL 5/18/2010 146 Wind speed Fig 6 -1b, pg 35 1.0 Importance Factor, page 77 II Table 1 -1 pg 3 C 6.5.6.6, page 25 -26 60 70 15 0.85 Table 6 -3, note 2, pg 79 0.85 Table 6-6 pg 80 1 6.5.7.1, page 26 3/12 14.0 degrees 14.0 degrees 1.0 Reduction factor for slope of roof 39.37 Velocity Wind Pressure @ mean roof height 0.18 -0.18 0.55 7.00 6.00 6 6.00 10% of width 1 10% of width 2 0.4 *mean roof height End Zone distance Contractor Florida Home Improvements 4070 SW 30 Ave Hollywood, FL 33312 -0.55 7_05_C &C _HVHZ_Randle_2.xls 3 of 3 ��'' ^ • ••• • • 0F • • • • • •. • • P� o • • • • • V � i .7,30 Sxfectalty Engineerinq Consultants, Inc. o ,J atJ ' �� 9 • • P :=q h . 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