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RC-10-2158Inspection Number: INSP - 154028 Scheduled Inspection Date: April 26, 2011 Inspector: Bruhn, Norman Owner: NUGEN, JOHN Job Address: 375 NE 99 Street Project: <NONE> Miami Shores, FL 33138 -2436 Contractor: EJD CONSTRUCTION CONSTRACTORS & INVESTMENT CO Building Department Comments April 25, 2011 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 Number: RC -12 -10 -2158 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060135530 INSTALLATION OF 9 IMPACT WINDOWS AND 2 DOORS. BLOCKING UP EXISTING DOOR AND WINDOW Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 4 of 19 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. C, I V (2 ! 9 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING � OWNER: Name (Fee Simple Titleholder): 5 '.✓ 1 " 1 `✓ 8 r /� -21 2 7 / q 6 V -- 'cp Address: 1 75 I) F q q 6 -- 54) - Cit 1 ' I ,Go in LN s 69r-e State: FL-- Zip: "'7 ?/ V Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: '3 75 lJ City: Miami Shores Folio/Parcel #: q4 s+ County: FEB 2 8 2011 ig : Miami Dade Zip: Is the Building Historically Designated: Yes NO L/ Flood Zone: E �. ) � CONTRACTOR: Company Name: G ‘71L 1b ezik_ phone: I" Phon: b5 3 1 f 47 (��,. -Z 7 Address: 17c'd V 1 4(3 r 6 5l)-eer7' City: r(: f.._;; _ State: I L Zip: - 3 - 3 17 Qualifier Name: r 47Z, ce,,../ 60 Phone #: 7G5°- 7 /ir 4q State Certification or Registration #: CG C5 I SW I Certificate of Competency #: Contact Phone #: 3 0 9-- - 3l? - qg1-7 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ i Square/Linear Footage of Work: Type of Work: ❑Address II ❑Alteration ❑New )(Repair/Replace ❑Demolition L.., Description of Work: i t Op A.-; k S S / j3 /44 - paw_ � n c i ,)U✓`�/ Ork CIO - C..71 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * + * * ***** ** F * * * * * * * * ** * * * ** * * * * * * * * * * *,* * ** 0 Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 ap • . re' spection fee will be charged. Signature NOTARY PUBLIC: My Commission Expires: ner or Agent The foregoing instrument was acknowledged bef re me this The foregoing 1 strument was acknowledged before me this day of 6 , 20 I `, by -5c N , day of , 20 _, by Z.4 . c - 1 4 1 2-46a f who is personally known to me or who has produced (J DI 414 who is �._ 'ovally to me or who has produced 5f r ( D As identification and who did take an oath. NOTARY PUBLIC: I urr twitu Sign: — Print: _ �„ ? ° rt. 7-- Print: o •. '� , ; �; My Commission Expires: - r a y t o cz) et, 1******** rr1111111 N\ \\ c01 146 ,,,/I r /1 /ll l l l ill \ \ \ \�� APPROVED BY Zoning (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Contractor as identification and who did take an oath. Structural Review Clerk CHANGE OF CONTRACTOR 1 ARCHITECT Permit N. RC, —9 . owner's Name (Fee Simple Title Holder): JO`i, N1 zit/ Phone #: 60740 g `- 06 ( Owner's Address: 3 7S IV t S +rte City: H State : FL Zip Code: - 33 02 Describe Work: Signature Job Address (Of where work is being done): 375 OF_ ' S City: Miami Shores State: Florida Zip Code: .3 3 / Contractor's Company Name: F TD C 5 Yve. e A) Address: 1 `7 co I- i - ! ti 3 ge) City: �► r State: t L- Qualifier's Name : £ — r ; I 5 (ar( j,- k Architect/ Engineer of Record Name: Phone #: Address: City: 4 0 p&10- 5 1 k - P�� - -t,( 4P-1)"( p i s ° I hereby certify that the work has been abandoned andlor the contractorlarchitect is unable or unwilling to complete the contract. I hold the Building Official and the iami Shores harmless for all legal invol e er or Agent The foregoing h1strument was aknowledged before me thi day of ,201 j,by3'1 this Who is personally known to me or who has produced iJD SilTYL. 1 Imulur )ndentification. Notary Public: ; ; , y C3 d �, � . CP Sign: i .E'' :��. " :; • Seal: ��- � ® \.� O.• J/ // /: /D A IIIIII \ \ \ \\\`\``\ M iami Shores Village Building Department State: Zip Code: Signature 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Phone #: 3 05- 3I Zip Code: `3 3 V ( Lic. Number: G 6G /5 /0/ ontractor or Architect The foregoing ins ment was aknowledged before me day of , 20 `` ` 04\3 Itt►►tp0 ®�� who ' . ersonall •, t? o me or wl *` • .ptgc l , - ti ", deccgaa: I , \„ r►t n In\\\ >" ° � ` � Note Sign: Seal: 7010 1870 Q002 5917 966 o j 7 1kq o 'g A • \FT a 1 111 if if Approval Al: Transaction #: 460382 - 23 903520633 Receipt #: 000504 Order stamps at USPS.com/shop or call 1- 800- Stamp24. Go to USPS.com /clicknship to print shipping labels with postage. 1 -800- ASK -LISPS. ********* * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** Get your mail when and where you want it with a secure Post Office Box. Sign up for a box online at /poboxes. ********* * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** 8 i11 #: 1000402528474 Clerk: 06 All sales final on stamps and postage Refunds for guaranteed services only ********* * ** * * * * * * * * ** o * * * ** * * * * * * ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** HELP US SERVE YOU BETTER Go to: https : / /postalexperience.com /Pos TELL US ABOUT YOUR RECENT POSTAL EXPERIENCE * * * * * * * * * ** * *OUR ** *IN* * * * * * *** * * * * * * * ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Customer Copy e l c r ; Li b ald ti CCi6 C4, rt4rCt 60kert5 FL - 3? 0 5 a _ 7 5'- I 1 ?Lie. ci 46:7 Icou) d tie F �d r�� ?it,Jecp, V P , fir!" � � c ✓� -�i�� S�� ye)t- ,0 •%.6A c7 4fLeci aft-e .0k.4- 375 (1/4 ,1 eq4 6-4--vei t . , S 1,0 F � � e (;t-c 5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION � PERMIT NO ZC.1 1(TAX FOLIO NO.t 1 � 2•v STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and eet/add 2. Description of Improvement: (I Ate '5 17cap 3. Owner(s) name and a i�dress: Interest In property: r -ae Name and address of fee simple titlehbider: J� j.,F.. 'a 4. Contractor's name, address and phone number. Signature(s) of Own Prepared By Print Name TltIe/Office Jr STATE OF FLO - DA COUNTY OF MIAMI -DADE The foregoir gan3b By iI 4 ��/f// ❑ Individually, or ❑ as for ❑ Personally known, or produced the following type of ide Signature of Notary - Public: Print Name: (SEAL) as aclmowledge before me this day of A .0 U O E By FY 123.01-52 PAGE 111111111111111111111111111111111111111111111 CFN 20118013079! OR Bk 27600 Ps 31941 ( 1 . 9 s ) RECORDED 02/28/2011 15:40 :09 HARVEY RUVINP CLERK OF COURT MIAMI —DARE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office C mthm VA L - r-lk I. — '3 tass/-- ( _9 s , . b S M ,- tL N � '3 5 t&G• 44 � • P1 a.•:�SG+� -s �L M; n P i.. 5. Surety. (Payment bond required by owner from contractor, H any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR • o r MMENCEMENT. er(s)' Authorized Officer/Director/Partner/Manager Prepared By Print Name "5'd{VM Title/Office 3 7 f rr 611%o-- 51 / ii .40• a; SI,- s • / �y ��..WW L CD ' : — - — VA ®� � • • ' •r.L = ., o 0 0: 1 . -r- 10; Dr '1 LAL Under penalties of perjury, I declare that I have read the oregoing and that the facts stated in It are true, to the best of my knowledge and belief. Signature(s) e(s ) Owner(s ) er( )'s Authorized OfficeNDjr who signed above://iii�irrrfttun��```� '3> h� d By li\A‘1/4.)-uek BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 DEC §M01 0 7 2010 Perm Nr,. ,C Q -4 ` ' Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): John Bryan Nugen Phone #: (954) 822 8484 Address: 375 North East, 99th Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone #: Email: ilanbryannyahoo.com JOB ADDRESS: 375 North Fast 99th Street City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel #: 11- 3206 - 013 -5530 Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: Jigal Construction Designs, Inc. Phone #: (786) 2581769 Address: 5230 North West, 196 Lane City: Miami Gardens State: Florida Zip: 33055 Qualifier Name: Jorge Alberto Rodriguez Phone #: (786) 299 7706 State Certification or Registration #: QB66983 Certificate of Competency #: CGC1517372 Contact Phone #: (786) 299 7706 Email Address: jagjpr12 @comcast.net DESIGNER: Architect/Engineer: Youssef H. Hachem Phone#: (305) 969 9423 Value of Work for this Permit: $ 1 (Q, 000 Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Installation of 9 new impact windows and 2 doors. Closing of one existing door and one window. Building of two concrete slabs. COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F *F , Q *********x �1r******, r�c4 �r�rir i�lr�lr4�Y*** * * * *ie+Y�le*** *** Submittal Fee $ Permit Fee $ a / se) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 4 m B® ' 49 ® . °° ' x/12 ° • °'" TOTAL FEE NOW DUE $ 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 CONDH1ONERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The for7PO($Gr20 ing instrument was acknowledged before me this i3 day of 1,0 , by -John iojc n , who is personally known to me or who has produced Q' (Aloe"' /tC( C C As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: .AC aer'GCG ? /Zd -/ t U_ RIELA RODRIGUEZ MY COMMISSION # DD980278 • EXPIRES February 10, 2014 (407) 38x-0183 FI SeMCe.com dr�tr9r�+ eik�k�Y+ t�irie****k 9rilr+ G**** ie**** 9r9e�irvh +Y9r�'ririr.t &�kdrdr***** i} e44 9e**wsY****'i*ie*********deWi *** *iririaUir*4*** *iri.n4*****ieehatrirdr*4 *** APPROVED BY ‘Q/e/I-,)7-,) (Revised 07 /10 /07)(Revised 06 /10/2009XRevised 3/15/09Xrev6/4/10) Plans Examiner Structural Review Signature Contractor The foregoing instrument was acknowledged be ore me this 1 day of w.vn, 20 10 , by who is persgnally known to me or who has produced � — as identification and who did take an oath. UBLIC - STATE OF FLORIDA COMMISSIOt4# DD764022 EXPIRES 4/4/2012 BONDED THRU 1.888- NOTARYI Zoning Clerk MAP OF BOUNDARY SURVEY SCALE 1 ° =20' LOT21 BLOCYp ALLEY FIR 10' ASPHALT PAVEMENT RR 1/2" NOD N 90'0 E 75.00' NO ID ( — I 1.58 WALL ON/ LIME FIR 1/2 NO ID STREET; >s 75' R/W 2.20' ON LINE CONC. FENCE a ZOT9 swam 2 P' 2.00' 0.19' FIR 1/2 NO ID BASIS OF BEARINGS 10!21 !LOip 53.19' 0 BLOCK CORNER J.QCATION MAP PROPERTY ADDRESS: NO770 SCALE 375 NE 99T11 STREET MIAM FL 33138 4 EET e a R EET 4 0 . R • X100 @AA000 �W + 1' LEGAL DESCRIPTION: LOT 22 AND THE WEST 1/2 OF LOT 23, BLOC( 40. OR MENDED PUT OF MIAMI SHORES SECTION NUMBER 1, ACCORDND TO THE PUT 111EAECF, AS RECORDED N PUT BOOK 10, PAGE 70, OF TS PU8UC REMINDS OF MIAY- -DADE DOONIY. FLORIDA FLOOD ZONE INFORMATION. BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL BERGERON MANADEMDNT AOEMOY REVISED ON 00/11/09 AND NDE2 MAP REVISED ON 09/11/09 ME GRAPHICALLY DEPICTED BUBD9l S) SHOWN ON TEES MAP OF SURVEY IS 111119 ZONE 8 BASE FLOOD ELEVATION N/A COMMUNITY NAVE & SNEER ARAM SHORES 120882 MAP & PANE. NUMBER 12088440702 SUFFl% L LEGEND & SYMBOLS 12 affffs au. �+ 080 - 00) 1EE 81.008 ► 8NCCD FG+ _ mo IKD 6 .OAlC9MED • a ots, LP LIGHT POE (M) MEASURED 0112 . D RAMAS & MAINTENANCE co81TY UMW RECORDS SURVEYOR NOTES: FF - MOW FLOOR AUTHENTIC COPIES OF THIS SURVEY SHALL BEAR THE RAISED SEAL OF THE ATTESTING REGISTERED SURVEYOR AND MAPPER ORME -WAY ENCROACHMENT OF PAVEMENT OF WATa SFAI IMO UTILITY ERE PLAT EppK OF OURYATURE O 91132301094 PLANER POINT P BEGINNING 8 0.00 - ELEVATION SET FIP -POE ( END - T N# Or 019( gpx - Caw ( uyQyq ulollr n 'E - On. 00 0 17 • 1. ELEVATIONS 1BEN SHOWN REFER TO NATIONAL GEODETIC VERTICAL DAIUM (NBw). 2. NO ATTEMPT WAB MADE TO LOCATE FOOTINOVFORMATIONS UNLESS OTHERWISE NOTED. a THE LANDS SHOWN HEREON HAVE NOT SEEM ABSTRACTED N REGARDS 70 MATTERS OF N19ffST BY OTHER PARTIES 9701 AS EASEMENTS, RIGHTS OF WATS, RESERVATIONS, ETC MY PUTTED EASEMENTS ARE SHOWN, 4. RES SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PANTRIES) INDICATED HEREON MO IS NOT TRANSFERABLE OR ASSICNA 1E 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY RE CERTIFIED PARSERS FOR REAL- ESTATE TRANSACTION OR MORTGAGE FERNANDINA 1)0.9 SURVEY IS NOT 10 DE USED FOR ANY OTHER PURPOSE OR � W 1)4000 THE AUTHORIZATION O THIS F00R. & THIS SURVEY IS NOT MENDED FOR NETHER DESIGN NOR PoIRPOSFB. FOR THOSE PURPOSES A TOPOGRAPHIC SURVEY IS PICUOSO. 7. ALL BOUNDARY LIST IDICAT0RS SET ARE S7AYPE0 LBB 7104. 9. THE BOUNDARY LIMITS STABLI0HFD ON THIS SURVEY ME BADED ON ME LEGAL DESCRIPTION PROVIDED BY CLIENT OR ITS REPRESENTAMS 10. ADDS= OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE 8KE0N0 PARTY OR PARTIES IS PROHIBITED OW1H0IT WRITTEN CONSENT O THE WINO PARTY OR PARTIES 11. ELEVATIONS AND /OR CONTOURS SHOWN HEREON HAVE BEM MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0.08'. 12. WELL- IDEIT9IED FEATURES N THIS SURVEY AND MAP HAVE BEEN LffA9E♦ED 10 AN ESTIMATED 11OR/ZONTAL POSITIONAL ACCURACY O 0.05'. 13. BEARINGS WHEN SHOWN ARE TO AN ASSUME) MFROOAN, TIff CENTERLINE OR NE MTh STREET HAS BEEN ASECJHD A SEARING OR N 909'00' E SURVEYO CERTIFIC 1 HEREBY CERTIFY THAT THIS SURVEY 13 TRUE AND CORRECT 10 THE BEST OF MY I0I0 ARID BELIEF AS RECENTLY SURVEYED AND DRAM UNDER MY WRECTI&& AND MEETS SHE MIND S( TECHNICAL STANDARDS GET FORM BY THE FLORIDA STATE BOARD O SURVEYORS AGO MAPPERS 0 CHAPTER 81017 -8 FLORIDA ADMB&4IRAAIM CODE PURSUANT TO SECTION 472.027 FLORIDA STATUff. JUAN A. SUAREZ PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA LLD. / 8220 1 tJ � 1 0) 01 0 0 5 z z 0 0 0 0 0. 0 00 0 1..1 N MAP OF BOUNDARY SURVEY ALLEY FIR 10' ASPHALT PAVEMENT 1_/2' .. ., ......w..w • r -,n nn NO ID MOWS LOCH MAP PROPERTY ADDRESS_ t NoTTOBm1a __d .I e # ,.I .1 �a J r39 Oda @A111Odi �9AWpAapAW� -3 LEQAL DESCRIPTION: LOT 25 AND 100 UST 112 OF LOT 9I. I0001 40, OR AID PLAT CP 14446 ! SWOON 101�6R 1. MOM= TO 10 PLAT ROOF, A8 _ IN PLAT GOOK 10. PACS * OF THE PIMA RECORDS OF 1OAMh0AOE 0010011: 04000 L FLOOD ZONE INFORMATION: 005140 ON 1S two 010100406 RATE NM OF 114 MORAL ENERGINOY NIUU00 DIT MOM ROMEO ON 1/11/00 AND 043! NAP RELOAD ON 00/11/00 10 ORAPHIOAY.Y DOMED 00140010C$ 040401 ON 1K0 NAP OF SUM IS 1111101 Erdt K BASE 8.000 MAT= 144/00 OONNUNITY WAIN * NUMBER 10000 PIONS 1200111 NAP & PANG. N010S0i 1231013302 001101 L O I tO I O l S 1 7 I * I 1 1 * 1 • OOZY COUNTY W WAY $ 1. URVEYO NOTES: 0! • P. K 000.00YAI M BXONi REM TO NATIOw1Al. 1300ST3 Mg wa t�� „, WA A K 4 L U R1 8Y 601 0100 0 0 00'500 000 10 T 40 P BBI Tm A N po r s 5t4O O 1_15' RE/0 7E URA 0R N0 RE18�UNC00 INS s 1' 10 NOT TO 80 USE F R reY PRA OORR ARM fr BLOCK CORNER ul.t`< I � ,F' I # "°' MA1 CORNER = Tp y OPT Ary /-� 001011 OR .- .. IS :,..: , y a g , .. j 1NtITP01 -.,. OF 7NB KC 01P PAR FL T err 0 1t4N, PBA IWD1 TO AU 0$01140 A004RAOY OF OAF. 10, BEAMS VCR MORN ARE TO AN "onto L00t04V4 TIE 0001!16100 OP NE 0011 !MET NAB 8601 10500140 A 50*010 OF N 1173W 1 $URVEYOR'S CERTIFICATE: 1 HEREBY CERTIFY TAT 1M 811011411F TRW AND ammo TO DM MIST OF MY PROM= AND KW AB WSW SUMMED STATE O / O MAPPERS AND WITS 1F 01� TPi1 ♦ ANT �6RION 470.027 FLORIDA STATUE. AVINENIIO COPIES WINS SURVEY SHALL BEAR THE ATONING RED SURVEYOR AND MAPPER SFAI 0FY INS 0 4707 1611+1 7016 a mac Nif1♦BBO7M1 i A 1? �: • JUAN A. SUAREZ PRIM. SURVEYOR AND MAPPER STATE O FLORIDA LIC. if 8220 1 O s 1 1111 0 1111 1 111111111 11 11111111111111111111 • ErethergistintiAthitnicr Carl Capri KAMRehe Attorney st Law Becker & PoliaCaf P.A. 3111 Stirling Road Fort Lauderdale, FL 33312 951 - 9874550 File Number: 315787 Will Cal No.: Parcel Identification No. 11-3206413-5538 (Spa 11taFaIt aallingDad Warranty Deed p (STATUTORY Ft>It>rt- Sacl1ON 619.03, FS.) This Indenture made this a ' Pliny *tidy, 2010 basest Jahn Capri, as anmanied awe wheat poet office address is c/o Carol Kam, 6821 Hancock Road, theathwest Ranches, FL 33330 of the County of *ward, State of Florida, gaintsr'', *WA them a style etas whose pat °Mee addaxes is 375 NS 99 meat, Mad Simms, Ft 33138 of the County ofllhno 1 Dade, State of Florida, grades*, Witness that said gamer, for and in oeLan dthe ass d1EIN AND 140/150 DOLLARS (51000) and other valuables enesidetatioas to said gamier in had paid by said wake, the enedpt whereof b heathy acknowkdged, good has slanted, bar d and sold to the odd greate, sad goatee% i ad amigos lrsaerea;, the following situate, lying ad being inMia d- DadeCeestlyr, Florida, to-wit Lot 22 and the West half Lot of Lot 23, d Bin* 40, d AMEND= PLAT OF MIANI MORNS, SSCIM N NO.ONS, aotsr+dis5 tb era Plat Sitiosd, nomad is not Soot 10, Pay* onto Falba Retold' of00ad- DadaCounty, Florida. Saber to taxes for 2010 and aaabseqanat yew enema, aessMionr, restthalolu, mob, aeser.atiaas and deem* itsq. and said granter does hereby folly warned the tide in slid hand, and will defend the same apdart IawM claims of all persons whomsoever. • "Ommloe aortialle :iledDivai i<aaOW, s =Ma maim Its Whams Whereet glamor has heramto set paniean bad sod sod the day and yaw first above written. Ait ANIVIVACTOR s .,' Witness Nana K ,.ML.td 5. /Ati k1 CF 201ORO 31020 OR 8k 27378 Pas 4486 - 44871 (20as) RECORDED 08/06/2010 09:40156 DEED DOC TAX 2,100.00 HARVEY RUVIH, CLERK OF COURT MIAttI-DADE COUNTY, FLORIDA tDonbleTb as Book27378/Page4486 CFN #20100531020 Page 1 of 2 • State ofVenacet Canny ofilataington The farms inareatent was acknowledged before seMs Fact hr 3in Capri who[ le y lmowi ar1XJ kw Notary S Warranty Daad Fa* Book27378/Page4487 CFN #20100531020 OR 8K 27378 PG 44.87 LAST PAGE in lbanear ldretifics ion. !' ' PidieeedNamec (l�{ 10 b ► C\ My Cam —ar 1$pbea: v 0 a- 1 10 1 ) 1 DoubleTina• Page 2 of 2 MIAMI -DADE COUNTY TAX " COLLECT 140 W. FLAGLER ST. 4s t FLOOR MIAMI, FL 33130 PAS TAX 09/13/20 000075.00 SEE OTHER SIDE THIS IS NOT A BILL — 00 NOT PAY RENEWAL 646606 - 4 REC�t RENEWAL 673495-9 BUSINESS NAI1E /LOCATION JIGAL CONSTRUCTION DESIGNS INC STATED CGC1517372 5230 NW 196 LA 33055 UNIN DADE COUNTY MIIIIER CONSTRUCTION DESIBBS INC sec.TYPOof 8 6 ERaAL BUILDING ; C INT C Tins Y . A 00 NOT PEAS 7) HOWERTOVMAIENff EGSMIGMEGMMUWea 05 exEmPT DOES rr P ERMIT R mmuummuimmiss ImAimmmmumor O- DO NOT FORWARD JIGAL CONSTRUCTION DESIGNS INC JORGE A RODRIGUEZ PRES 5230 NW 196 LN MIAMI FL 33055 LAL,1A ,tAHLWA11A„ A ,t,W X41 -CLASS 2040 LOCAL flAfl BUSi'N TAX RECEIPT U.S. P FIRST-CLASS : r MIAMI_DADE COUNTY STATE OF FLORIDA `' TAGE EXPIRES SEF 3 0, 2 014 MIAMI, FL 1fECA PLACE I+fit4`. ASI PERMIT.NO.231 Y SX AT 8A ART. 9 & ttl ' Dec 03 2010 10:53AM GIC- Insurance PRODUCER Government Insurance CDrp, 320 Hialeah Drive Hialeah, FL 33010 Phone (305) 883 -9398 INSURED JIGAL Construction Designs Inc 5230 NW 196 Ln Mi9rnI, FL 33055 - ( 209 -7706 COVERAGES CERTIFICATE HOLDER ACORD 2$ (2009/01) QF CITY OF MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050NE2AVE MIAMI SHORES FL 33138 305- 882 -6729 CERTIFICATE OF L Fax (305) 8@5-1936 LIABILITY INSURANCE 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 POUC ES BELOW. INSURERS AFFORDING COVERAGE INSURER A: ACCIDENT INS CO INSURER B: INSURER C: INSURER 0: INSURER E: NAIC 6 CANCELLATION p.1 DATE (NM/DDwvY) 12/03/10 AVER LTA A THE POUCIES QF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED SY THE PoLIcIEs DESCRIBED HEREIN IS SUBJECT TOAD. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE UASTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADD'L ,WARD ❑ TYPE OF INSURANCE GENERAL LIABILITY ❑ COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE ❑ OCCUR GEN'LAGGREGATE UMITAPPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ 0 GARAGE LIABILITY ❑ ANY AUTO 0 EXCESS I UMBRELLA LIABILITY ❑ OCCUR ❑ CLANS MADE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER I E(ECUT1VE OFFICER 1 MEMBER EXCLUDED? (Mandatory la NH) If SPEC PROVISIONS below OTHER POLICY NUMBER AGL9002533 DATE EFFECTIVE 11/09/2010 POLICY T E OIIDIYYY 11/1012011 DESCRIPTION OF OPERATIONS r LOCATIONS VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS GENERAL CONTRACTOR LENTS EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea w Ace IVIED EXP (Any CAE person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS- COMP/OP AGO COMBINED SINGLE LIMIT (Ea dent) BODILY INJURY (Per parson) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY - EAACCIDENT OTHER THAN EA ACC AUTO ONLY AGG EACH OCCURRENCE AGGREGATE ❑ mica i s ❑ IVRTM- E.L EACH ACCIDENT E.L DISEASE - EA EMPLOYEE EL DISEASE - POLICY UNIT 1,000,000 1 00,000 5,000 1,000,000 2,000,000 1.000,000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, OUT FAILURE TO DO 80 SHALL IMPOSER() OBUOATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE c- =� . %• ' u . 81989-2009 ACORD CORPORATION. All lights reserved. The ACORD name and toga am registered marks of ACORD EFFECTIVE DATE: PERSON: RODRIGUEZ FEIN 510477214 BUSINESS NAME AND ADDRESS: JIGAL SIGN DESIGNS INC 5230 NW 198 LANE MIAMI GARDENS FL 33055 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 06/26/2009 EXPIRATION DATE: 06/26/2011 JORGE A CUT HERE 06 -26 -2009 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. IMPORTANT: Pursuant to Chapter 440. 0514 F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112). F.S.. Certificates of election 10 be exempt... apply ally trithla the scope of the business or trade listed on the mice of election to be exempt. Pursuant to Chapter 440.05115). F.S.. Notices of election 10 be exempt a54 certificates of election to be exempt shall be subject to revocation N, at any time after the fnlap of the notice or the issuance of the certificate, the person named on the ualke or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the parson named on the certificate to sleet the requirements of this action. QUESTIONS? (850) 413 -1609 OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORD COMPENSATION c 0NSTRUCTION IIOJSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW • EFFECTIVE 08/26/2009 EXPIRATION DATE: 08/28/2011 PERSON: JORGE A RODRIGUEZ FEU* 510477214 BUSINESS NAME AND ADDRESS: . CONSTRUCTION DESIGNS INC 5230 NW 196 - LANE MIAMI GARDENS, FL 33055 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR . IMPORTANT F Pursuant to Chapter 440.05114 F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business - or trade listed an e the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1809 a} Carry bottom portion on the job, keep upper portion for your records. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOUO NO.I I 3A C2 t 3 5-5z PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improveme property, and in accordance with Chapter 713, Florida S is provided in this Notice of Commencement. 1. Legal description of property and street/address:� 9. Expiration date of this Notice of Commencement: VE CATI•NPU ANT TO SEC • O'I'AST Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. i3 day of A d Official So. 111111 � 5 t- . 31 -S CFN 2010R0811283 OR Ell 275i08 Ps 1652; tens) RECORDED 12/03/2010 09:49:52 HARVEY RUVINv CLERK. OF COURT MIAMI-DADE COMM FLORIDA LAST F'AGE of recording office �� w ' r(A /c,.4 a 3 L Lib fart- 3 75 it ' qt M 2. Description of improvement: oT 3. Owner(s) name and address: ®h ►+) ilfxr, A) P Interest in property: ' /` Le- Name and address of fee simple -titleholder. �d h 4. Contractor's name, address and phone number. 4.70 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: s us (the expiration date Is 1 year from the date of recording unless a different date Is specified) IMPROPER PAYMENTS ANY UNDER PAYMENTS CCHAPTER SECTIO 3.3 FLORIDA I �STA O TUTES, AND CAN REESULTT IN YOUR PAYING CONSIDERED TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing in rr1ent wAs acknowlgged before me this By p r i 4)13 dividually, or Cl as for ersonally known, or la produced the following type of identification:��__ Signature of Notary Public: Print Name: (SEAL) Signature(s) of • er(s) or ! s)'s Auth ed Officer/Director/Partner/Manager who signed above: BY Oilnd nr BY Protect Address 375 NE 99 Street Miami Shores, FL 33138 -2436 1132060135530 Block: Lot: JOHN NUGEN Owner Information JOHN NUGEN 375 NE 99 Street MIAMI SHORES FL 33138- i Contractor(s) Phone CeII Phone JIGAL CONSTRUCTION DESIGNS INC (786)258 - 1769 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: BLOCK UP DOOR & WINDOW & IN Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Retum : Occupancy: Single Family Exterior. Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $9.60 $3.15 $3.15 $3.20 $21 0.00 $120.00 $18.00 $12.80 $379.90 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. January 03, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy January 03, 2011 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number 375 NE 99 Street MIAMI SHORES FL 33138- Phone Pay Date Pay Type Invoice # RC -12 -10 -39605 01/03/2011 Check #: 1509 $ 329.90 $ 50.00 12/07/2010 Check #: 1508 $ 50.00 $ 0.00 Amt Paid Amt Due Applicant Cell Valuation: Total Sq Feet: $ 16,000.00 0 1 Date Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Declaration of Use F. Termite Letter F. Elevation Certificate 1 ¥CE www.yhengineering.com Youssef Hachem Consulting Engineering Date: Application: Jurisdiction: Address: Reviewer: COMMENT: REPLY: COMMENT: REPLY: Structural Review Sheet Reply December 21, 2010 10 -2158 Miami Shores Village Building Department John Nugen Residence 375 NE 99 ST, Miami Shores, FL 33138 Structural 1: Owner's name must be in title block. We've updated the title block. 2: New French Doors (2) require 8x12 tie col. At each end (width is > 8' -0 ") Plans updated to include tie columns at both openings. If you have any questions please do not hesitate to contact me at (305) 969 -YHCE Sincerely AI1. ®o G /6 • 3�a tlo � • b N vA3 • a e ,, • • r- • ` ? !�q Cg 9 Youssef H. Hachem, P FL. Prof Engineer 0 12151 SW 128 Ct - Miami, Florida 33186 Phone: (305) 969 -YHCE Fax: (305) 969 -9453 # Size Product Approval Number DP Required Product DP 1 73x50 FL7067 - 56.7/43.7 - 60/ +60 2 111x60 FL7067 - 47.6/43.7 - 60/ +60 3 73x50 FL7067 - 47.6/43.7 - 60/ +60 4 73x50 FL7067 - 56.7/43.7 - 60/ +60 5 36x37 FL7067 - 50.4/46.5 - 601+60 6 73x50 FL7067 - 47.6/43.7 - 60/ +60 7 26x38 FL7067 - 50.4/46.5 - 60/ +60 8 120x80 09- 0630.07 - 62.2/46.5 - 80/ +80 9 120x80 09- 0630.07 - 50.4/46.5 - 80/ +80 10 37x38 FL7067 - 50.4/46.5 - 60/ +60 11 37x38 FL7067 - 50.4/46.5 - 60/ +60 r' 10 11 Bathroom 375 NE 99 Street Miami Shores, FL Bryan Nugen Window and Door Replacement Calculations Bedroom Bedroom FD Bedroom L Miami Shores Bedroom APPROVED BY � EPT 710A. DATE SUBJECT TO COMPLIANCE WITH AU. BERM. STATE AND COUNTM RULES AND REGUI.MIONS Bathroom YZG4O -amy Mean ' -, Height Tributary Area (sq. ft) �� ' 10 15 20 25 30 35 40 45 50 IS ` 46.5 15 45.2 44.4 43.7 3.1 42.7 42.3 41.9 41.6 41.6 - 50.4 - 49.2 -48.3 - 47.6 - 47.1 - 46.6 - 46.2 - 45.9 -45.5 16 16 45.9 45.0 45.0 43.7 43.3 42.9 42.5 42.2 42.2 -51.1 - 49.8 - 49.0 -48.3 -47.7 -47.3 -46.8 - 46.5 -46.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 42.7 -51.7 -50.5 - 49.6 - 48.9 - 48.3 -47.9 -47.4 - 47.1 -46.8 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 43.2 -52.4 -51.1 -50.2 - 49.5 - 48.9 - 48.4 -48.0 - 47.7 -47.3 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 43.7 -53.0 -51.7 -50.8 - 50.1 -49.5 -49.0 -48.6 - 48.2 -47.9 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 44.2 -53.5 -52.2 -51.3 -50.6 -50.0 - 49.5 - 49.1 - 48.7 -48.4 -55.8 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 45.1 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 - 49.7 -49.4 -56.9 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 45.9 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 -58.0 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 46.7 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 47.4 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 48.1 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 48.8 -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 -61.6 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 49.4 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 50.0 -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 50.6 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 -63.8 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 51.1 - 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 -64.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 52.2 -63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 53.1 - 64.4 -62.8 -61.7 -60.8 -60.1 -59.6 -59.0 -58.6 -58.2 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 54.0 -65.5 -63.9 -62.8 -61.9 -61.2 - 60.6 -60.0 -59.6 -59.2 -68.2 61.3 59.7 58.5 57.7 56.9 563 55.8 55.3 54.9 54.9 - 66.5 - 64.9 -63.7 -62.9 -62.1 -61.5 - 61.0 - 60.5 -60.1 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 55.7 -67.5 -65.8 -64.7 -63.8 -63.0 -62.4 -61.9 -61.4 -61.0, Mean Roof �Ieigli , (ft) 10 15 20 25 30 35 40 45 50 15 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 12 -59.8 -58.0 -5 • -55.6 -54.6 -53.8 -53.1 -52.5 16 47.1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54,6 -53.9 -53.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -55.3 -54.5 -53.9 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 - 64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 - 65.4 - 62.8 -61.0 -59.6 -58.4 -57.4 -56.6 -55.8 -55.2 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 - 66.1 - 63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 - 67.4 - 64.8 - 62.9 - 61.4 -60.2 59.2 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -69.8 - 67.1 - 65.1 - 63.6 - 62.4 - 61.4 -60.4 -59.6 -58.9 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -70.9 - 68.2 -66.2 - 64.6 - 63.4 - 62.3 -61.4 -60.6 -59.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 - 72.0 - 69.2 - 67.1 - 65.6 -64.3 -63.2 -62.3 -61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -73.0 -70.1 -68.1 -66.5 - 65.2 -64.1 -63.1 -62.3 -61.6 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -73.9 -71.0 -68.9 -67.3 -66.0 - 64.9 -64.0 -63.1 -62.4 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -74.8 -71.9 -69.8 -68.1 - 66.8 - 65.7 -64.7 -63.9 -63.1 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -75.7 -72.7 - 70.6 -68.9 -67.6 -66.5 -65.5 - 64.6 -63.8 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -71.3 - 69.7 -68.3 -67.2 -66.2 -65.3 -64.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -78.0 -75.0 -72.8 -71.1 -69.7 -68.5 -67.5 - 66.6 -65.8 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 2007 FLORIDA BUILDING CODE Emma T. Mellinger, P.E WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLAD f i• FOR BUILD I. . - ' ' : MEAN ROO ii .: Y OF 60 FEET OR • (954) 7 - 699 1 (954) 781-57o8 fax pnma(6 cyes.cont DESIGN PRESS FOR INTERIOR ZONES ( "Zone 4 ") DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") General Notr 1 These tables me not valid as a site - specific drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to WAS and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 LOCATION: WIND SPEED = 146 MPH. EXPOSURE "C" These tables are valid for the following conditions only 1 Wind Speed (3- second gust): 146 mph. 2 Building Category: lI (General Residential and Commercial Construction). 3 Importance Factor: 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (1(d): 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Gcpi: +- 0.18 8 Enclosed Building Consult an Engineer for any other conditions Instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 5 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a bmld ng corner, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refered to above, shall be calculated as 10% of the minimum building width, but not less than 3 9 Read the worst case positive and negative design pressures for use as required by governing building Emma T. Mellinger, P.E. FL P.E. # 50049 Date: April 30, 2010 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA R. C. Aluminum Industries, Inc. 2805 NW 75 Ave Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requ is of the applicable building code. This g Cod i, 1 • s pro approved as described herein, and has been designed to comp e Florida : I din '� eluding the High Velocity Hurricane Zone. SCRIPTION: Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites - L.M.I. OVAL DOCUMENT: Drawing No. W04 - 37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", 1 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al- Farooq Corporation, and sealed by Ars the Miami-Dade County Product Control Revision stain Notice of Acceptance number and ex iration a e oun Produ sheets signed • with the cepta�l p Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Load bearing shim required. 2. Max %" shim allowed for installation in steel substrate. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 08 0613.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.aov/buildinacode NOA No. 09-0630.0 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 Page R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 - 37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL - 5390 dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0613.0 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). FTL dated March 24, 2004, FTL - 4155, dated March 30, 2004 and FTL dated March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04 -0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004/ 2007, prepared by A1- Farooq Corporation, dated May 29, 2008 and last revised on July 14, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon,F. E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 3. Statement letter of changes, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 4. Laboratory compliance letter for Test Report No. FTL - 5390, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 5. Laboratory compliance letter for Test Report No.'s FTL - 4154, FTL - 4155 and FTL- 4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March 30, 2004 and March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04 -0608.03) G. OTHERS 1. Notice of Acceptance No. 08 issued to R. C. Aluminum Industries, Inc. for their Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites — approved on 09/04/08 and expiring on 08/19/09. E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE ABOVE. SINGLE (0 /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LNRED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 39 3/8" MAX. FRAME WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 72" MAX. DOOR OPNG. WIDTH East: AMMO VICAR CSAL F CA 1 N. 3538 MAY 0 0 2009 MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (Fos sags SHOWN AeovE DR SMALLER) — 80.0 PSF AS ALLOWED BY FRC nn THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Pttori1CT RENEWED as complyingwithtlro Flmlde Walling Cada PmdaCtCmud 0 o. V 8 8 8 m 8 s v s drawing no. W04 -37 (sheet 1 of 10 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS WDrIR -WI INCHES 63-3/8 69 -3/8 75 -3/8 63 -3/8 69-3/8 75 -3/8 83 -3/8 69 -3/8 75 -3/8 83-3/8 69 -3/8 75-3/8 WIDTH -W2 INCHES 24 30 37 -5/8 43 -5/8 24 30 37 -5/8 24 30 37 -5/8 24 30 37 -5/8 43 -5/8 24 30 37 -5/8 24 30 37 -5/8 24 30 37 -5/8 43 -5/8 24 30 37 -5/8 24 30 37 -5/8 24 30 37 -5/8 43-5/8 24 30 37 -5/8 24 30 37 -5/8 DOOR HEIGHT -A INCHES 81 -5/8 85-5/8 91 5/8 97 -5/8 GLASS TYPE EX +) /TNT•( 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 GLASS TYPE EXr.( +) /INT. -) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 2 VA FRAME 870TH m 2 O c SURFACE APPLIED FALSE MUNTINS MAY BE USED 11 if 1 39 3/8" MAX FRAME W10111 33 3/8" D.4 OPG. 12" MAX. HEAD/SILL F II WI (SINGLE DOOR FRAME WIDTH) - a' + 1 -5/8' ACTIVE \ 25 3/4' D.L OPG. 35 3/4' MAX. LEAF WIDTH 1 N 4' MAX. HEAD /SILL CORNERS n MAY 0 6 2009 11 /I II II n LI / 1 JL 11 11 11 11 11 n A II DOOR OPNG. 810TH (O /XX) goon ARM= VOA CIVIL Fak PE 1_863 831! CAN. 338 » n 1 PRODUCT RENEWED m ouloPhing With the Flodda &Wag Code Acceinale0 N0 09030 Product Cemtrol �1 RI n 1 O J G I0 d° 2g OL o U n tyogi of4g O 'g . 0 l Wae - uz 015 J c t4 W a t 0 V 0 0 S 19 8 15 S a 1 drawing no. W04 -37 sheet 2 of 10) IIIIIIIIII' II II II / / \ \ \ \ \ \ / , // '/ // / / / / / n1 /V _f_qF___ / A. 1 y }/ _____w ?___ d/ 11 II 11 c - .t - - -' \I \I ` I: \ II \ " \ 1 ■ !1 -- ° MMCTIVE 1 - ACnVE 0 25 11/16' 25 11/18' 0.4 OPG. 0.4 OPG. 72' MAX. DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS WDrIR -WI INCHES 63-3/8 69 -3/8 75 -3/8 63 -3/8 69-3/8 75 -3/8 83 -3/8 69 -3/8 75 -3/8 83-3/8 69 -3/8 75-3/8 WIDTH -W2 INCHES 24 30 37 -5/8 43 -5/8 24 30 37 -5/8 24 30 37 -5/8 24 30 37 -5/8 43 -5/8 24 30 37 -5/8 24 30 37 -5/8 24 30 37 -5/8 43 -5/8 24 30 37 -5/8 24 30 37 -5/8 24 30 37 -5/8 43-5/8 24 30 37 -5/8 24 30 37 -5/8 DOOR HEIGHT -A INCHES 81 -5/8 85-5/8 91 5/8 97 -5/8 GLASS TYPE EX +) /TNT•( 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 GLASS TYPE EXr.( +) /INT. -) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 2 VA FRAME 870TH m 2 O c SURFACE APPLIED FALSE MUNTINS MAY BE USED 11 if 1 39 3/8" MAX FRAME W10111 33 3/8" D.4 OPG. 12" MAX. HEAD/SILL F II WI (SINGLE DOOR FRAME WIDTH) - a' + 1 -5/8' ACTIVE \ 25 3/4' D.L OPG. 35 3/4' MAX. LEAF WIDTH 1 N 4' MAX. HEAD /SILL CORNERS n MAY 0 6 2009 11 /I II II n LI / 1 JL 11 11 11 11 11 n A II DOOR OPNG. 810TH (O /XX) goon ARM= VOA CIVIL Fak PE 1_863 831! CAN. 338 » n 1 PRODUCT RENEWED m ouloPhing With the Flodda &Wag Code Acceinale0 N0 09030 Product Cemtrol �1 RI n 1 O J G I0 d° 2g OL o U n tyogi of4g O 'g . 0 l Wae - uz 015 J c t4 W a t 0 V 0 0 S 19 8 15 S a 1 drawing no. W04 -37 sheet 2 of 10) FRAME HEIGHT 91 5/8" �( SIDELITE WIDTH FRAME HEIGHT /\ u II n D- - II n it II II II II II II II 11 V,_ I---- II II 11 II / qq •¢.. [I 1 I f I I! 'Od0 'i'0 i% , ,e /s is .HO13H 310/114 wags. II II - U --- = ti n -- --- II - 80.0 \ \ \ \ \ \ \ \ i% \ ' I / / / / / / , / j =='TT' / �� / l ))✓ II 1 I I I I 'WO TO ===- - - -- ___d u II II - n i 1 - -- I I \ /II / II = F = ir - - / n i i / v Iy, II \ II \ II __1_�L_ - -- \ II 11 yI ` ===I ? II \ II \ 1 �. \ / ACTIVE 80.0 INACTME 80.0 f -1/4 FRAME HEIGHT 91 5/8" GLASS TYPE SIDELITE WIDTH FRAME HEIGHT - u II n D- - II n it II II II II II II II 11 V,_ I---- II II 11 II INCHES [I 1 I f I I! 'Od0 'i'0 - -- wags. 1 -5/8 DESIGN LOAD CAPACITY - PSF SIDELITES GLASS TYPE SIDELITE WIDTH FRAME HEIGHT A' & 'B' INCHES INCHES EXT.( +) /INT.( -) 1 -1/4 80.0 1 -5/8 81 80.0 41-1/4 /8 80.0 ! -1/4 80.0 8-5/8 85 -5/8 80.0 41-1/4 80.0 f -1/4 80.0 38-5 /8 91-5/8 80.0 36 -1/4 97 -5/8 80.0 1 0 NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75 -3/8 MAX. DOOR FRAME HEIGHT = 97 -5/81 FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. SIDELTTE WIDTH MAX. SEE CHART AT LEFT 2 1/4' MAX. HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED 2 1/2' 2 1/2" ( 2 1/4' MAX. HEAD /SILL CORNERS SIDELITE WIDTH MAX. SEE CHART AT LEFT 2 1/2" . 1 . 2 1/2' OL OPG ) 25 11/18' ELL OPG. 75 3/8' MAX. FRAME WIDTH n II 72" MAX. DOOR OPNG. WIDTH 25 11/16 D.L OPG. SIDELITE WIDTH MAX. Engr. ARSHAD NOM CML FLA PE 138883 0.A.11. MAY 0 6 2009 SEE CHART AT LEFT wa isn D.L. OPG. PRODUCT RENEWED as camplyias with the Florida avadlogCade Date [Ai= i ..1 =111 • dOlk Product COnfr co t 8 W c 0 P . s 0 8 m N 0 .4488 o8 ?Ei ° og ^ o6 < 0 0 0 droning no. W04 -37 (sheet 3 of 10 a45 ALUM ENTRANCE LOCK OPTIONS SINGLE DOORS; OPTION i1: 3 POINT LOCK SYSTEM BY 'AMESBURY WITH SURFACE MOUNT HANDLE AT 36' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS; OPTION I1• ACTIVF 1 FAF' 3 POINT LOCK SYSTEM BY 'AMESBURY WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'AMESBUR ' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36' FROM BOTTOM OPTION 82: ACTIVE I FAF; 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INAI'TIVF I FAF 2 POINT LOCK SYSTEM BY 'HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36' FROM BOTTOM 1 /8" HEAT STREN'D. GLASS .09O' INTERLAYER DUPONT 'BUTACITE' PV8 1/8' HEAT SIREN O. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 5/32" TEMP. GLASS I /4" NR SPACE 1/8' HEAT STREW!). GLASS • / GLASS TYPE 'B' Env: PASHA!) MAR CPAL FLA PE 1_31380 CAN. 3535 MAY 06 2009 .090" INTERLAYER DUPONT 'BUTACITE' PV8 I /8 HEAT STREN'D. GLASS SILCONE DOW CORNING 795 DOW CORNING 995 GLAZING DETAIL AT • DOOR LEAF GLAZING DETAIL AT SIDELITE n 0 Z J a. 0 U M c 0 u m 0 S 9 1 0 i5 B S 8 o m o 9 drawing no. W04 -37 sheet 4 of 10 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 28Y OR TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND MUST SUST IRAN RES NOT BY RC ALUMINUM, SYSTEM AND IMPOSED BY THEM TO THE BUILDING STRUCTU TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4' 014. HILTI KWIK —CON II (Fu =183 KSI. Fy=157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. WOOD PENETRATION THRU 1 BY W000 BUCKS INTO MASONRY OR CO 1 -1/4' MIN. EMBED INTO MASONRY OR DIRECTLY INTO MASON r• RY O ETE 0 CONCRETE 114' DU+. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE. DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE a 3/4' MIN. CONCRETE fc - 3000 PSI MN. MASONRY Pm - 1500 PSI MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SILICONE. Env. ARPMAD HOAR OVA SA PE 38813 CAN. 35.9 MAY 06 2009 1st 0UCTR p � Exphe&A � i r 1 9, "G7 By Miens u z 2 J 2 sr ce W Sal till z n drawing no. W04 -37 (sheet 5 o1 10) TYPICAL SEE ELEV. FOR SPACING • • ANCHORS E3 © (6) . _ , • AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI, FLORIDA 331.74 TEL. (305) 284 - 8100 FAX. (308) 2826878 COMP -ANL \Ill � 0 ACTIVE TYPICAL ANCHORS SEE FOR - �'ACIN C _ �� 1� �I� �� ■ a a • -- is • +0 STRU I 1 •‘- Of a © m SEEKS FOR SHEET 4 FOR DESCRIPTION 1/2 WAX. EB D L }(SERIES RD45 ALUM ENTRANCE DOOR (L.M.I.) 1111 I R.C. ALUMINUM INDUSTRIES IN 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL (305) 592 - 1515 FAX. (305) 592 -2184 2 t/2 MAX ,I!� �jGi�'' EXTERIOR LEAF WIDTH FRAME WIDTH SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING I E3 O ID © INACTIVE SHIM (X) LOCKS O SEE SHEET 4 FOR DESCRIPTION • TYPICAL FOR ACTIVE ANCHORS SEE ELEV. SPACING /' I il - -I �� -`_ ._■•1 ' WA. HEM • ' It uuquii wp I II swalam3 0303 ena 'n3u II suu3w0a 0338 333 'AM Nmaau Taravil ! � X4 4 I _ 1 ®m 0 li ii © m � 4 ; 1/4 MAX. E6 D.4 OPG. t O.L. OPti. 0 ISY WDOD flat 20 LEAF W IDTH EXTERIOR LEAF WIDTH 1111 1 1303 , 1"71 ■'30'L0 I e 0'SPSO 80'30'LO 1/2" VAX. FRAME WIDTH SHDI SHIM (XX) U( f0 -80-50 vamp) I( .1 - .B/E :aural III a wl� I Il w "I')l Engn ARSHAD VMAR FUL PE CN // 4 CAN. 3 978 3 PRODUCFRENEWED =complying with dm FTmida Balding Code • t drawing no. W04 -37 A- E wDgW ST(.. t - /4 wok pi MAY 0 6 2009 n ' c ic l ( sheet 6 of 10) #14 X 1" SELF DRILLING SCREWS AT 4' FROM ENDS AND 12. O.C. MAX. EXTERIOR engin ARSHAD VIOAR awl. NA. PE #10863 C.A.N. MAY 0 6 2009 ss a twmt O 414 Iteacptance No IgthvgaRDate BY Miami ProdnetCanted Division 0 0. Z J 0 VI c 0 00 s g < 6 ffi 0 u 1 drawing no. W04 -37 sheet 7 of 10 (`JJI � � 1 ® � . `� �I , ,,, l,, h i 0 t 4,, LL ....FI a •� e• �� - - a � I - EXTEF a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING I /2- M X. SHEA (DOOR W/ SIDELITE) LEAF WIDTH DOOR FRAME WIDTH Engr: AMMO m. VICAR FLA. .A.N. 3538 mg 06 2009 D.L. OPG. EXTERIOR RENEWED PRODUCT es =stylus voiththe Fksids thdldfss Code Mossrince ° - -06 0 Expired= Date Mi mi •:,..: Product Control Division s E ao$ =8 mvgr e 1 drawing no. W04 -37 (sheet 8 of 10) 3.770 ITEM $ NUMBER REQD. DESCRIPTION M v , .125 f 1.625 $� 3.750 - •100 El 8045 -024 1 FRAME HEM 6 3.000 •� 2.125 � 4'� 938 E2 RD45-024 1 FRAME SILL 6 2.125 E3 RD45 -022 2 FRAME JAMB 6 E4 RD45 -004 1 /LEAF TOP RN,. 6063-76 1.813 .100 TYP. E5 R045 -021 t/ LEAF BOTTOM RAIL 60 ® TYP. •572 SIDELITE HEAD /SILL TRANSOM JAMB E6 R045 -006 2/ LEAF HINGE STILE /INACTIVE LEAF LOCK STILE 6 al TRANSOM .687 Ix a 1.988 w\4 Sa =0.873 N \3 SIDELJTE JAMB HEAD /SILL E7 R045 -002 2 VERTICAL JAMB STOP W la =2.610 Sx = E1 II m\4 F�1975� 1.363 m\3 DOOR HEAD E8 8045 -010 AS REOD. GLAZING BEAD (LAM. INSUL GLASS ) 61 E9 8045 -007 AS RECD. G1A2IN0 BEAD (UVJ. GLASS) 6063-.6 E10 RD45 -017A AS REOD. LOCK STILE ACTIVE LEAF 6005 -75 C DU 311 Et 1 RD45 -014 AS REOD. SIDELITE HEAD /SILL TRANSOM JAMB 6005 -T5 r -1.812 E12 RU45 -015 AS REQD. JAMB AT SIDE UTE. HEAD /S91 AT TRANSOM 6063 -76 1 I 1� 3 1� I i �� -L I rr 4.209 I .100 613 RD45 -016 AS REQD. SNAP COVER - 41100 .115 - 1.470 E19 8045 -029 AS 6600. INTERIOR SNAP COVER E20 60 45 -030 AS REOD. ANCHOR CUP. 8' LONG 6063 -76 1.750 L .158 M1 RD45 -M01 4/ LEAF HINGE ASSEMBLY 6005 -T5 062 L 2.025 - al l E1 SNAP COVER M3 M14 R045 -M03 W31384NK AS REQD. AS READ. FLUSH BOLT AT 3 POINT LOCK WEATHERSTRIPPING - - - - t l 2.115 2.187 3 ex o U 8! a U z N r (N/� W � - 7 Q tV M N - Z :f2 M N G LA55) $ _1 2 o Z • EC g/ t' - 1 f M20 - 3/18' x 1/2" x 4' SETTING BLit. - 8' FROM EACH END M2I 1/2" x 3/4' x 4' SETTING BLOCK. 6' FROM EACH END & ROWAN 4.125 d HINGE STILE E6 INACTIVE LOCK STILE M24 RD45 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005 -T5 .1� 1.2 46 (LAM GLAZING . IN p- I I d .875 4 BEAD O FRAME 158 fa- 1.687 Ix = 2.262 m \4 JAMB Sx 1.024 m \3 M25 W31421NK A5 REOD. WEARHERSTRIPPING - - VI 03757270 ODOR WSTRIPPING FOAM Q -LOIN V2 V -059 OFFSET BULB VINYL WSTP. PVC (° - 4.209 �{ I ,tom I v4 V-009 BULB M15TWPPING WC WIBORG, 1W-32139 V5 V -065 XI PEROXIDE THREAD -IN FINGER - TREMCO 1.750 -aI T i 1.7 52 AS REGD. 03/8' -16 X 2" LG. FULL THREAD HX.HD.. - 1 PER COMER S3 4/ HINGE #12 - 24 X 3/4" LG. PHIL F.H. MACHINE SCREW ST/ST HINGE INSTALLATION SCREWS 4.000 r l SB AS REOD. /12 % 1 LC. PHIL SINS. ST/ST ASSEMBLY FASTENERS 552 SEX mixer 4 FOR U30103 OPTIONS AND DESCRIPTION N .100 -a 3.125 M--- 4.125 ---=! Et ACTIVE LEAF LOCK STILE 1.24 6 �- GLAZING ® (LA ZING - BEAD ^ }Y $ g a 2§g a $ �y 562 -4 -4 .562 Ea TOP 7.750 .100 6.875 p 1970 8 f� .86 7975 1375 975 .070 082 j J } 1 INTERIOR SNAP COVER c y 4 ° ^. o S S $ S S .1 88 3 . 75 0 8ccmua Y Iln O FRAME SILL 3 } � Si v •� . . 1 .� 3570 Erg,: S•WD ROAR GNI F . :.R UW163 J978 SAY 0 2009 pROt]11C7 ammo as _with dm Florida BuRGRIE Date Pry D'ott/A .082 625 0 VERT. JAM 1.844 S STOP .542 .447 0 BOTTOM 1.750 -d RAIL it drawing no. W04 -37 .156 ANCHOR CUP (sheet 9 of 10 DOOR TOP CORNER TRANSOM TOP /BOTTOM CORNER DOOR BOTTOM CORNER SIDELITE TOP /BOTTOM CORNER LEAF BOTTOM CORNER MAY 06 2009 drawing no. W04 -37 she 1 of 1 0) Florida Building Code Online r Product Approval SFR: Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone /Email Authorized Signature Product AoDmyal Menu > Product or Aoofcatbn Search > Technical Representative Address /Phone / Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Referenced Standard and Year (of Standard) http : / /www.floridabuilding.orgfpr /pr app_dtl.aspx?param BCIS Home t Log In User Registration ( Hot Topics I Submit Surcharge 1 Stets & Facts ( Publications I FBC Stall ; BCIS Ste Map ( Unks 1 Search I 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 W .ow Sy Ocala, 34474 (35 3 2 @cws.cc Windows Horizontal Slider Evaluation c . rt from a Florida Registered Architect or a Ucensed ofessional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida Ucense PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R3SOI_510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Standard AAMA/101 /I.S.2 -97 AAMA/WDMA/101/I.S.2/A440-05 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 Year 1997 2005 2002 2002 1994 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 ption D 02/03/20 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summ of Products http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx ?paranr 1 19/2008 2/29/2008 2009 Department of Community Affairs Florkfa BuIWIng Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000 -2010 The State of Florida. AA rights reserved. P Statement 1 Copyright Statement !Accessibility Statement 1 Plug -m Software 1 Customer Service Survey [Contact Us Product Approval Accepts: Next Mod _ , Number or Name Description 7067.1 : -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horzontal Slider (Impact) 74x54, X0 Limits of Use Approved for us . `n HVH . - Approved for e outside HVHZ: = Impact Res nt: Design Pr- ssure: +60/ -60 Other: .: rge Missile, 74x54, DP = +/- 60 psf, (Impa Installation I ructions FL7067 R3 S -157A (HS -8200 Imoact).ndf FL7067 3 11 DuPont PVB NOA 05 -1208 02.pdf L7,. • I .1 O t6- 2! 8 . ..f - rifled By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf led by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -82 8 0 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Install • tion Instructions FL706 R3 II CWS -232A (I Impact XOX).pdf FL7' •7 R3 II DuPont PVB NOA 05 -1208 02.pdf 067 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL7067 R3 II Micron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510487B (Eval Rep HS -8200 Impact XOX 111x63).pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R3 II CWS -186A (HS -8200 Impact 72x63).pdf FL7067 R3 II DuPont_PVB NOA 05 -1208 02.pdf FL7067 R3 II MIkron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Eval Rep HS -8200 Impact XO 72x63).pdf Created by Independent Third Party: Yes Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 ption D 02/03/20 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summ of Products http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx ?paranr 1 19/2008 2/29/2008 2009 Department of Community Affairs Florkfa BuIWIng Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000 -2010 The State of Florida. AA rights reserved. P Statement 1 Copyright Statement !Accessibility Statement 1 Plug -m Software 1 Customer Service Survey [Contact Us Product Approval Accepts: Next Florida Building Code Online http:// www. floridabuildingorg /pr /pr_app_dtl.aspx ?paranr=w i �-. SAFE HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 112 1/4° MAX OVERALL FLANGE WIDTH 111 MAX UNIT WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.. „.„.....„ 1 ANCHOR SCHEDULE AND DESIGN PRESSURES & GLAZING........._ 3 SECTIONS & ALT. FRAME.... ....m.... 4 EXTRUSIONS & BILL OF MATERIALS 5 INSTALLATION DETAILS 6-7 53 3/4° GLASS DLO 58 13/16° GLASS DLO 23 3/4° GLASS DLO 2E MAX SASH WIDTH 56114° GLASS DLO 59 9/16' MAX SASH HEIGHT PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 63° MAX UNIT HEIGHT PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: °X/0/X° 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 64 1/4° 8 REFERENCE TEST REPORTS: MAX NCTL 210 - 3459 -1, NCTL 210-3459-1A, NCTL 210 - 3459 -2, NCTL 210 - 3459 -2A OVERALL FLANGE 9. SERIES / MODEL DESIGNATION HS -8200. HEIGHT 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH DIgItaily signed by Flafda PE Loealon: 1492 Woodford Road Lewisville. NC 27023 Date: 2008.07.10 14:50:38 -0400 Al UPDATED PER NEW FBC REQUIREMENTS WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 07/03/08 IMP CaENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT sEwES: HORIZ SLIDER �� eY: AAJ )ATE 7/8/2008 MODEL: 8200 SCALE: NTS OWQNO -232 IEV. LE ITER: SHEET: A 1 OF 7 6' MAX (TYP) 6° MAX (TYP) 18° MAX O.C. (TYP) MAX 0.C ^. B (NP) 4° MAX me) 4° MAX MAX O.C. INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCA 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD 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. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8° INTO 2 BY WOOD BUCK, OR FRAMING. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=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). PROPRIETARY AND CORM/ENROL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 8° MAX O.C. mP) X 0 Digitally signed by Sarkis PE Loeadmc 1432 Woodford Raad Lewisville, NC 27023 Date: 2008.07.16 14:50:15. 04'00' ANCHOR LAYOUT - (FIN) THRU NAILING FN (WOOD OPENING) k 1-'91 DETAIL B INSTALLATION ANCHORS TYP. Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 FL OW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 nTLE 'ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT SERIES: DRAWN BY 7ATE: PVC HORIZ SLIDER AAJ 7/8/2008 MODtL: SCALE: 8200 rIEV. LETTkR: A TWO NO.: CWS -232 SHEET: 2 OF 7 X �� 0 X a _ , A 6' MAX (TYP) 6° MAX (TYP) 18° MAX O.C. (TYP) MAX 0.C ^. B (NP) 4° MAX me) 4° MAX MAX O.C. INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCA 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD 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. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8° INTO 2 BY WOOD BUCK, OR FRAMING. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=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). PROPRIETARY AND CORM/ENROL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 8° MAX O.C. mP) X 0 Digitally signed by Sarkis PE Loeadmc 1432 Woodford Raad Lewisville, NC 27023 Date: 2008.07.16 14:50:15. 04'00' ANCHOR LAYOUT - (FIN) THRU NAILING FN (WOOD OPENING) k 1-'91 DETAIL B INSTALLATION ANCHORS TYP. Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 FL OW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 nTLE 'ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT SERIES: DRAWN BY 7ATE: PVC HORIZ SLIDER AAJ 7/8/2008 MODtL: SCALE: 8200 rIEV. LETTkR: A TWO NO.: CWS -232 SHEET: 2 OF 7 COMMODITY S IZE (UP -TIP) HEIGHT (IN) WID1H (IN) GLASS TYPE 19 1/8 38 3/8 50 5/8 55 1/4 64 1/4 531/8 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 751/4 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 821/4 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 901/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 100 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 112 1/4 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 GLASS TYPE A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D 17 7/8 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 291/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 3/4° OVERALL 1/8° ANNEALED GLASS 5/16" AIR SPACE 5/18° LAMINATED 1/8° ANNEALED GLASS 3/32° DUPONT PVB INTERLAYER 1/8° ANNEALED GLASS ACTIVE SASH GLASS MODULAR (UNIT WINDOW SIZE) HEIGHT (IN) 31 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 351/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 GLASS TYPE B 391/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 3/4° OVERALL 1/8° TEMPERED GLASS 5/18" AIRSPACE 5/18" LAMINATED 1/8" ANNEALED GLASS 3/32" DUPONT PVB INTERLAYER 1/8° ANNEALED GLASS 41 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 431/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 PROPRIERARYAND CONRDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. IN ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 1S PROHIBITED. 471/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ 60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 GLASS TYPE C DIgitaiy signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.18 14:49:54 - 04'00' 63 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 7/8° OVERALL 3/16° TEMPERED GLASS 1/4° AIR SPACE 7/16° LAMINATED 3/18" ANNEALED GLASS 3/32° DUPONT SOP LAYER 3/18° ANNEALED GLASS FIXED GLASS NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 7/8° OVERALL 3/16° ANNEALED GLASS 1/4° AIR SPACE 7/16° LAMINATED 3/18" ANNEALED GLASS 3/32° DUPONT SOP LAYER 3/16° ANNEALED GLASS GLASS TYPE D Al UPDATED PER NEW FBC REQUIREMENTS ( 07/03/08 W INDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 nTLE 'DP CHART & GLAZING - LARGE MISSILE IMPACT SERIES :PVC HORIZ. SLIDER \ODbL: DRAWN BY: AAA SCALE: NTS VV. LETTLA: A 7ATE: 7/8/2008 7WG. NO.: CWS -232 SHEET: 3 OF 7 WIDTH (IN) 471/2 51 1/2 741/2 851/2 90 1/2 961/2 /2 7VERALL -IEIG EXTERIOR INTERIOR GE m HT �m SEE GLASS TYPE DETAIL SHT. 3 0111! I © 1 qW:, J CO TYPICAL VERTICAL SECTION NOTE: SHOWS SASH CUT AWAY UNIT HEIGHT VOTE: ITEMS 27, 29, 38, 41, 42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. 0 4 CC TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED UTE CUT AWAY ALTERNATE FIN FRAME TYPICAL HORIZONTAL DETAIL C (HEAD IMPACT HOOKS) INTERIOR SECTION IMPACT HOOK SPACING: 1) JAMB HOOKS: A) 6° FROM UNIT EDGE TO EDGE OF HOOK B A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 314 °. 2) SASH CATCH: A) 2 -1/2° FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4 ". SASH AND FRAME HOOKS ARE TO AUGN WITHIN 1/4 °. Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 r4 ).41100W SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE* SECTION VIEWS & ALTERNATE FIN FRAME - LARGE MISSILE IMPACT SERIES: DRAWN BY: )ATE: PVC HOR2 SLIDER AAJ 7/8/2008 • 8200 ! NTS • CWS -232 SHEET: 4 OF 7 1EV. LE ITER: A PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING 15 1145 SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. DETAIL A (JAMB IMPACT HOOKS) IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8° FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4 °. C) INNER HOOK 3 7/8° FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 -1/2° FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4 °. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4 °. Olgltaly signed by Florida PE Looa5on: 1432 Woodford Road Lewisville, NC 27023 Date: 200 &07.1914:49.29 -0400' ff1 Part0 Description H•8031 Main Fr., SH, w/Rg., PVC, Fwd H•6031 Maln Fr., SH, w/Rg., PVC. S9 H•6031 Main Fr.. SH, w/Rg., PVC. L Jb. 4 H•6031 Main Fr., SH, w/Rg., PVC, R Jb. 5 H•1681 Heavy Duty Meet Rs% Ah m., Fxd. 7 H-8027 Sash Meet Rat, PVC 8 11.1497 RalnI. Sash Meet Rat 9 H-6028 Sash Bottom Rd, PVC (S.S.R for HS) 10 S-1498 Rehrf. S.B.RJS.S.R, Horiz. 11 H-6004 Sash Slde/Top/Bot Rd 12 S-6005 Roter, track, PVC 13 S-6009 (2 z. Bd., 7/T,Fxd., Imo. 14 S-6009 Gz. Bd., 7/13°,Fxd., Vert 15 36016 Gz. Bd., 314 °,Sash, Hartz. 16 38016 Gk. Bd., 314 °,Sash, Vert 17 S-6013 Scm. Adapt., w/Nb. PVC, Horiz. 18 36014 Scrn. Adapt, PVC, Vat 20 S-1516 Frame Catch, Jamb, PVC, FS 21 S-1556 Sash Catch, P/C, hpact 23 P-3804 RoMer, Tandem 24 P3783 Lock Inpact, PVC 23 P-3784 Keeper, hpact, PVC 26 P3215 Weep Cover w/ Rap 27 83893 Reinf. Rate, F.M.R. 28 P3429 Wetp., 0.270 x .187 back RnSeal, Gray 30 31112 (lazing Bead 31 P3768 08 x 0.625 Ri Ri SMB 32 174051 W 08 x 1.250 Fh F11 T6(, Wht 33 P -4264W 08 x 3/4° FH Ri W/46 Head, Set Drilling Type A, Sc, 34 P3010 Bulb Vinyl w/ Rgid Base— 35014th 35 P3531 08 x 318° Screw , Fran Irpact Fbok 36 P3342 Seam Sealer, SMW5504 37 P3752 Cap Rug, 1/T Hole 38 R3438 Hot Met, TruSeal. °M 40 P3352 Set Blk, 85 Dur.,1/T x 5/8' x 2' Lg. 41 P -3738 1-68200 Gold Cert. Label, NFRC Tab, tnpact ASTME 42 P-3881 Terrporary LbL (FERC/DP) 43 P3613 CWS LbL (logo) 44 Cass, Rxed 45 Gass, Sash 46 P3281 Spacer, DuraSeal, Rxed 47 P3281 Spacer, IiraSeal, Sash 48 R3218 Screen Fran, Horiz. 49 P3218 Screen Fame, Vert. 50 P3321 Screen Farm Corner Key 51 P3561 Screen Cloth, 18 x 16 Fberglass 52 P3228 Screen Spine, .155 I .155 Dia., Bik 53 P -3029 Screen Pull Tab 54 P3933 Screen Spring, SS 55 31577 Fans Catch, Head PVC, FS 56 31498 Refit. S.B.R/S.S.R, Vat 57 H•8026 Maln F., HS, w/Rn., PVC 58 P3113 Screw Support, PVC PVC FRAME FLANGE -6031 HD MTG RAIL -1681 ALUM. 6063 -T6 PVC SASH TOP/BTM RAIL -6004 1/16° 1 1/4° ROLLER TRACK -1678 ALUM. 6063 -T6 FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) FRAME IMPACT HOOK -1576 ALUM. 6063 -T6 (HS JAMB) 3 W18' 5/ t. SASH IMPACT HOOK -1556 k ALUM. 6063 -T6 O PVC FRAME FIN -6026 5/8° 3 1/8' 5° O 5' PVC SASH MTG. RAIL -6027 a 0 3/16° PR0PRIETARYAND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 23/16 PVC SASH SIDE RAIL -6028 0 3/16° 'I 1 0 3/16' 5' 1° 1/16 L—= SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 5/16 7/8° PVC GLAZING BD -6016 0 A a0,2103 dRa Lamtl 14 m: 1422 Woodford 100331.0■4437. NC 27023 Data 2003.07.10 1.30248144540.04W \\S R I I L *. 5 •* 0A1 .` '1,4 • r4 ORt9a• � � q/nii 110 3/16' 3/4' S.B.RJS.S.R. - 1498 ALUM. REINF. 6063 -T6 3/16' WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 8200 SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) FRAME COHNE CONSTRUCTION 22E11 u�in SCREW SUP.-3113 5116° 3/18° 7/8° PVC GLAZING BD -6009 Al UPDATED PER NEW FBC REQUIREMENTS 1EV. LETTER: A 1-11/8'1 PVC SCREEN CATCH - 6013 PVC SCREEN SUPPORT - 6014 TI ME: EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT SERIES: 7RAWN BY AA,I )ATE: PVC HORIZ. SLIDER SCALE: NTS 07/03/08 7/8/2008 JWG. NO.: CWS -232 21 (MIN. EDGE DIST.) 1 4 • D• (MN. EMBEDMENT) 4 a e . ° e . • EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS • e. e. CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 3/18' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. i DRYWALL BY f OTHERS 1 BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER 1 1/4' (MIN. EMBEDMENT) CAULK UNDER SCREW HEAD BY INSTALLER DRYWALL BY OTHERS 21/2' (MIN. EDGE DIST.) INSTALLATION ANCHOR, 3/16" DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. HIGH STRENGTH STRUCTURAL � , GROUT BY OTHERS �j 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) a gitig f eQf{ geWirna .a. e e. P Y.. : .e� . e e . e e.e .e•0. 4'. e .. . e. CONCRETE/MASONRY 2 1/2 (MIN. EDGE DIST.) ® VERTICAL SECTION FRAME (MASONRY) SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS — 1 1/4 (MIN. EMBEDMENT) .e.4 1 BY WOOD BUCK BY OTHERS x - 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION FRAME (MASONRY) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS WINDOW FRAME JAMB ALTERNATE PRE FRAME (MASONRY) Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.1814:46:09. 04'00' PROPRIETARY AND CONFIDEYRAL THE INFORMATION CONTAINED IN THIS DRAWING 1S THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 2i/2_ IN. EDGE DIST.) SILL DETAIL 114" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB INSTALLATION ANCHOR, 3/16° DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER 1 1/4" (MIN. EMBEDMENT) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) HORIZONTAL SECTION FRAME (WOOD) tar (MIN. EMBEDMENT) DRYWALL BY OTHERS 2 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, MO WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. AI UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 r46 4"— WINIDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE: INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT SERIES 7RAWN BY: ATE: PVC HOW. SLIDER AAJ 7/8/2008 mop r1: 8200 Ste: NTS 7WCi NO.: CWS -232 3EV. LETTER: SHEET. A 6 OF 7 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS VERTICAL SECTION FIN (WOOD) (MIN. EMBEDMENT) 1 1/2• (MIN. EMBEDMENT) INSTALLATION ANCHOR, #8 WOOD SCREW 1 1/4• MAX SHIM (SEE NOTE2 &3ONSHT.2) c:.351 111111Wq INSTALLATION ANCHOR, #8 WOOD SCREW 2 BY WOOD BUCK BY OTHERS 1/4• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS PROPRIETARY AND CGERDEMMAL THE INFORMATION CONTAINED IN THIS DRAWING 15 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. HORIZONTAL SECTION FIN (WOOD) PERIMETER CAULK BY INSTALLER Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.18 14:45:38 - 04'00' 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) WINDOW FRAME JAMB WINDOW WRAP BY INSTALLER AI UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 ILE: INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT SEARS: DRAWN BY: ATE" 7/8/2008 PVC NORM SLIDER 8200 NTS " CWS -232 r�EV. Lt1TER: SHEET: A 7 OF 7 •1. 7 . , I c 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHO #8 WOOD SCREW 11r2° (MIN. EMBEDMENT) EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Manufacturer. Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 1of2 Engineering Evaluation Report Report No.: 510487B Product Line: 8200 PVC Horizontal Slider XOX — impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -232 Revision A, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: Report No.: NCTL 210 - 3459 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t60.Opsf design pressure, 9.Opsf water infiltration TAS 203 -94 Cyclic Pressure Loading t60.0psf design pressure 3. Report No.: NCTL 210 - 3459 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMAIWDMA/CSA 101/1.S.2/A440 -05 Design pressure: t80.Opsf Water Test Penetration: 9.0psf ASTM E 1886 -02 and ASTM E1996-02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18881E 1996 Cyclic Load Test, ±60.Opsf design pressure 4. Report No.: NCTL 210 - 3459 -2, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile limped Test TAS 202 -94 Uniform Static Air Pressure, t60.Opsf design pressure, 9.Opsf water infiltration TAS 203-94 Cyclic Pressure Loading t60.Opsf design pressure 5. Report No.: NCTL 210- 3459 -2A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMANVDMA/CSA 101/I.S.2/A440 -05 Design pressure: ±60.Opsf Water Test Penetration: 9.Opsf ASTM E 1886-02 and ASTM E1996-02 ASTM E 18881E 1996 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, 40.Opsf design pressure 6. Anchor calculations, report number 510420, prepared, signed and sealed by L Roberto Lomas P.E. Luis R. Lomas. PE FL No.: 62514 10/24/2008 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510487B 336- 945 -9695 Limitations and Conditions of use: • Maximum design pressure: f80.Opsf • Maximum unit size: 111"x63" • Maximum D.L.O. for active panel: 23 % '/i • Maximum D.L.O for fixed panel: 53' /i x58 13/16" • Approved Configuration: XOX • Units must be glazed with: 3/4" IGU consisting of outboard lite 1/8" Ann - Air - 516" laminated inboard lite consisting of 1/8° Ann - 0.080° DuPont Butadte PVB interlayer -1/8" Ann. or 7/8" IGU consisting of outboard lite 3/16" Ann -Air - 7116" laminated inboard lite consisting of 3/16" Ann - 0.090" Dupont SGP interlayer - 3116° Ann., per ASTM E 1300. • DuPont Butadte PVB per NOA 05-1208.02 • DuPont Sentry Glass Pius per NOA 07- 1116.04 • • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 installation: • Units must be installed in accordance with approval document, CWS -232 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 fisted product(s). 2of2 LUIS R. Lomas, P.E. FL No.: 62514 10/24/2008 Florida Building Code Online Co art Aff airs BCIS Home 1 Log In Product Approval USER: Public User Product Approval Menu > Product or Aoplicatbn search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone/Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method User Registration Hot Topics 1 Submit Surcharge 1 Stets & Facts f Publications Ittp://www.floridabuilding.org/pr/pr_app_dtl.aspx?paranr 67 -R3 Revision 2007 Approve tall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 n Report from a Florida Registered Architect or a Licensed a Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R3 COI 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Referenced Standard and Year (of Standard) $ tandard law AAMA /101/I.S.2 -97 1997 AAMA/WDMA/101/I.S.2/A440-05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 L # M del, Number or Name Descrip n 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 VI yI Horizontal Slid= (Impact) 74x54, XO Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +601-60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). installation Instructions FL7067 R3 II CWS -157 (HS -8200 Impact).pdf FL7t67 R3 11 DuPon ° B NOA 05 -1208 02.pdf FL7067 R3 Il_MIkr• NOA 06 -1220 01.pdf Verified By: Rob= o Lomas 62514 Created by • •ependent Third Party: Yes Evalua Reports F %,7 R3 AE 510485A (Eval Rep HS -8200 Impact 0 74x54).pdf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructions FL7067 R3 II CWS -232A (HS -8200 Impact XOX).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104878 (Eval Rep HS -8200 Impact XOX 111x63).pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. installation Instructions FL7067 R3 11 CWS -186A (HS -8200 Impact 72x63).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Eval Rep HS -8200 Impact XO 72x63).pdf Created by Independent Third Party: Yes F1oqa Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Date Approv http:// www. floridabuilding. org/pr /pr_app_dtl.aspx ?paranr Method 1 Option D 12/19/2008 12/29/2008 8/2009 Next Department of Community Affairs Markle Budding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statemr't I Copyright Statamerit I Aceefabild^Statement I Pius -in Software 1 f ustomarsarvira Survey 1 Contort uR Product Approval Accepts: Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspaparanr SAFE HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPAC 1 35 Ito• MAX OVERALL FLANGE HEIGHT fall MAX war HEIGHT 4913116 GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS----1 ANCHOR SCHEDULE AND NOTES........ «..2 DESIGN PRESSURES & SECTIONS & ALT. FRAME............ _.. —4 EXTRUSIONS & BILL OF MATERIAIS..........5 INSTALLATION DETAR S 6-8 MA OVERALL FLANGE WIDTH ZC MAX UNIT WIDTH .'{¢1PP MAX. SASH WIDTH 4y v E3 33 /LIE GLASS DLO GLASS DLO "O/X" & .YO" MAX. SIZE 49114• GLASS DLO PROPRBTA7WANDOONNO13I • .. ..' �.•,' THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY - WINDOW SYSTEi1S.P+G. ANYA�ODUCDO1Iw PARTON ASAWHOLE 'r • '' FL. P.E: WRIITENPERMSS»NOF CUSTOM WOVOWY SYSTEMS, ACM PROMIRTER• 7 e , c � :: "Pe i4514: PVC IMPACT REOUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) a CONFIGURATIONS: "01X' 08100' 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. S. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. &MAU JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. B. REFERENCE TEST REPORTS: HORIZONTAL SLIDER - ow. nom NCTL.210. 3187 -10, NCTL- 210 - 3167 -1 8. SERIES I MODEL DESIGNATION HS -8200. 10. W000 BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X. OPERABLE SASH. 0 = FIXED SASH 12. SECTION CALLOUTS FROM O!X ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. WINDOW SYSTEMS S.W. 44TH AVENUE COMA, FLORIDA 34474 0 : T3ENEFIAL NOTES & ELEVATIONS • LARGE MISSILE IMPACT S 7Alt: 7!152005 VINO. NO.. CWS -157 v.>€, ita A 911ttI: 1 OF 8 M yr . " 3trvts: -PVC HORIZ HAWN"' BAT SLB�ER� NTS INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REM) AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1116` IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR Bt i I tH. W000 S 4.3116' DUL 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 EDOE DISTANCE OF 2 1/2' SHALL BE ACHIEVED. 5.410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 Mr INTO2 BY WOOD BUCK. B. AS WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. W000 - MOOMlUM SPECIFIC GRAVITY OF t3.0.42 B. CONCRETE - MINIWJM COMPRESSIVE STRENGTH OF 3,200 PSL C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-SO. GRADE N. TYPE 1 (OR GREATER). PODPRETARTANDOWIRDENRAL 1718 eaxRW7ION CONTANED NTMS DRAWING IS THE SOLE PROPERTYOFCUSTOM WNOCW SYSTEMS, INC. ANY REPRODUCTION N PART OR AS AWHDI.E murmur THE WRITTEN PER111S10ONOFCUSTOM WINDOW SYSTEMS. NC. IS PROHIBITED. ANCHOR LAYOUT -1FN1 FN INSTALLATION ANCHOR TYP. A I UPDATED PER NEW FBC REQUIREMENTS 107/07108 ,'.—■--- COMMODTIY SIZES (1HP -11P) HEIGHT (IN) WIDTH (IN) GLASS TYPE 191/8 38 318 50 5/8 551/4 26 A,B +60/-60 +60/ -60 +60 /-60 +60 /-60 28 1/2 A,B +601-60 +601-60 +60 /-60 +60 /-60 37 A,B +60/ -60 +60 /-60 +60 /-60 +601 -60 53 1/8 A.B +60/-60 +601-60 +60 /-60 +60 /-60 751/4 A,B +60/ -60 +60/ -60 4601-60 +60 /-60 MODULAR SIZ S (UNIT W1NDO W SIZE) WIDTH (IN) 24 3/4 271/2 29 1/2 311/2 35 112 39 1/2 411/2 431/2 471/2 74 GLASS 1YPE A,B A,8 A.B A,B A,B A,B A.B A,B A,B A,8 A,B HHGHT(W) 17 7/8 +60/ -60 +60/-60 +60 /-60 +601-60 460 /-60 +601 -60 +60/-60 +60/50 +60 /-60 +60 /-60 +60 /-60 rL�!�_ sill' 29 1/2 +60/ -60 +60/-60 +60/-60 460/-60 +60/ -60 +60 /-60 +601 -60 +60/ -60 +60/ -60 314' OVERALL 118' ANNEALED GLASS 5116' AIR SPACE 6118' LAMINATED 118' ANNEALED GLASS 3132 DUPONT PVB INTERLAYER 1/8' ANNEALED GLASS 1 GLASS SITE +60/-60 +60/-60 31 1/2 +60/ -60 +60/ -60 +601-60 +60/ -60 +60 /-60 +60/-60 +60/ -60 +601-60 +60 /-60 +60/ -60 +60/ -60 35 1/2 +60/ -60 +60/ -60 +60/-60 +60/-60 +60/-60 +60 /-60 +601 -60 +60/-60 +60 /-60 +60/-60 +60/-60 39 1/2 +60 /-60 +60/ -60 +60 /-60 +601-60 +60/-60 +60/ -60 +60/ -60 +60/-60 +601 -60 +60/ -60 +60/-60 N2' GLASS BITE 41 1/2 +60/-60 +60/-60 +601-60 460/-60 +60 /-60 +60/ -60 460/-60 +601 -60 +60 / -60 460 /-60 +60 /-60 3/4' OVERALL 1/8' TEMPERED GLASS 5118' AIR SPACE 6/18' LAMINATED 118 ANNEALED GLASS 3132' DUPONT PVB INTERLAYER 1/8' ANNEALED GLASS 43 1/2 +60/-60 +601-60 +60 /-60 +60/-60 +601-60 460/-60 +60/-60 +60/-60 +60/ -60 +60/-60 +60%60 "4. L 47 +60 /-60 +601-60 +60/-60 +60/-60 +60 /-60 +60/-60 +60/ -60 +60/-60 +60 /-60 54 +60 /-60 +601 -60 +60 /-60 +60/ -60 +60 / 60 +60/-60 +60 /-60 +60/ -60 +60 /-60 4601 -60 +60/-60 NOTE: IF SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SIZE. A 1 UPDATED PER NEW FRC REQUIREMENTS 107/07/08 VANDOGI SYSTEMS j800'a LA, FLORIDA 34474 CHART & GLAZING - LARGE MISSILE IMPACT GLASS PNOPFETARYANOCOM MIDI T E INFORMATION MHO D R A W I N G IS T E SOt2 PROPERTYOF Y{ WIDOWBYBTEMS. IIC. ANY REPROOOCTWN IMPART OR AS WHOLE WITHOUT ME REN WRI i4 lONOFCUSTOM OMSYSTINS.NCi.G ' Cr I' FLP.EIS. *MR ¢: • OVERALL RANGE HEIGHT 0 z , 0 SEE GLASS TYPE DETAIL SW. 3 NOTE:SILED 6 SASNCUT AWAY MOO UNIT HEIGHT (1) 'TYPICAL VERTICAL SECTION WM: SHOWSIF1YED ME= AWAY • NOTE: ITEMS 22, 27, 29, 36, 41, 42, 43, 60, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. ND.= :A Nor! •0 • . liorf ,-- .,•;•• • 0 DETAIL C • • .'• (HEAD IMPACT HOOKS) .• PROIMMTMYNNICONROBRUAL niEtwoRtairom =gam ems Divans is THE SOLE PROPERTY 3F WM MOOR SYSTEM. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WM•TICE WRO1EN PERMISSION OF CUSTOM WINDOW MISR% Pe. PRONEIRRk • ' .I.",i.. r • — • - ••• .... j •• 1.., , f , al op 1 r = DETAIL D (JAMB IMPACT HOOKS) UNIT WIDTH 0 �j 1 5 I IN EMI Oft 'Jr 1 I I . 7+7 3.• (1) o o NW.= EXTERIOR OVERALL RANGE WIDTH ev‘ TYPICAL 1.1ZONTAL SECTION .4) haft LEFT SWIM FIXED LITE Mr AWAY. RIGHT SHOWS SASH CUT NNAY IMPACT HOOK SPACING: I) JAMB HOOKS: A) Er FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 V'. 2) SASH CATCH: A) 2 FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3(4*. SASH AND FRAME HOOKS ARE TO AUGN WITHIN vat IMPACT HOOK SPACING: 1) HEAD HOOKS A) r FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 310. C) INNER mom s no. FROM EDGE OF MTG RAIL. 2) SASH CATCH: A) 2.112 FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNITWIDTH IS GREATER THAN OR EQUAL TO St 314. SASH AND FRAME HOOKS ARE TO AUGN WITHIN DC •^•• T 0 iiiii:er • • : "tROilmitirdpAs e. FL Rp! I32514 • c; . 0 A I UPDATED PER NEW FBC REQUIREMENTS WINDOW SYSIEMS 000 S.W. 44TH AVENUE FLORIDA 34474 107A37/08 VIEWS ALTERNATE FIN FRAME - LARGE MISSILE IMPACT 7115(2008 CWS 4 OF 8 ••. • :.••• • , ••• -... • • .3' • 21 23 20 25 26 27 15 29 30 31 13 33 14 35 36 37 32 39 40 41 41 43 44 45 46 47 48 49 5o S•1504 P1804 P4783 P.3784 P•3215 P•3428 PR3785 8.1112 P•3788 R405lW P -3748W P4010 83531 P4342 P3762 P-3435 P4438 P4352 P4733 P4881 P4813 P2281 P4281 P4218 83218 P4321 m 0 0 MIMI 1E1=1 T • _1 Pty 83029 83033 Rem 0 Part It 1 14.8031 2 *•6031 s 1- 4 114031 ! *$001 4 S.1499 7 11-61)27 5 *41487 0 148028 10 8.14$8 LL 148004 12 S -1678 13 54018 14 84018 15 640111 16 5.8018 17 S•8013 le 84014 10 5.1578 21 84558 kMhk.SH PVC. Mead Main Fr..SH w/Rp., Pia SI Wm Pr.. Skt w/F12.. PVC. Llb. Main Fr, SH sift. WC, R.b. Mad. Rai Find Petri. Pei Mtf Sash Meet. Rat FVC Rak4. Sash hbo4 tree Sash BaEOm RI. PVC (S.S.R tar 154 Ret. S.&RJS.S.R Itrix. Sash Eldefrap7BDt Flat Paler. Pack. GIL Bd, 3/4',Rrd., Had*. Gat Bd., 3147.Fxd, VeiL GM. Bd.3r4",Sash, *brit. ed 3l4',Sash, Vert Sam. Adapt, with. W4 Morin. Sam. Adapt, PVC, Vert, Frame Catch, Jamb FVCR H8 Sash taddA PVC. 1 Anchor Rolm Tandem Lock irP14 PVC Keeper.lapact PVC Vine Ccear wl Flap Rakd. Rte, PAIR Welp., 0270 x .187 back Par$eal, Gray 08 2.000 RI PH SIRI Glaxkg Bead 48x0.625RIEHSMS 088 1230 PhFHTEK. WM. 8850225 Wad MIST, Wht. Bub V6rylw /f ldBase,350H3h 08 x 341' Screw. Franc bystatHick Seam Sealer, SM -5504 Gap Rig. V1' Hale Hat Mal, Tr*Seat, `It Hamel, TruSeaL Set. ISL 8S Our, ltr x 578 x r Lg. HS-82000old Cert. Label, k.FItC Tab. Moat Temporary IbL (HMV, ta*I8 LbL Oogo) Glass, Rxed Glass, sash Spacer, tkaaSeaL Saab Screen Frame, Hark. Screen Frame, Vert. Sereern Rams Comer Kay Screen CWh, /8 x 18 Screen • : , .155 Da., EL Screen Rd Tab Screen DeraSeat Rod S4 Raseriptlea Frame Catch. Need PV 198 Rekd. S.B R1S.S.R Vert. Screw - • PVC PVC FRAME FLANGE -6031 131W PVC FIXED MTG. RAIL -6001 PVC SASH TOP/BTM RAIL -6004 ROLLER TRACK =1678 SASH IMPACT HOOK -1558 FIXED MTG. RAIL -1499 ALUM. 6053 -T6 ALUM. 6063 -T6 ALUM. REINF. 6063 -T6 ANCHOR CUP, P-3780 ALUMINUM 6063 -T6 3B" L 3 8x16' 7B' NOTE: ITEM 19 93 NOT USED IN THiS PRODUCT/ PVC FRAME FIN -6026 1 WV 1 5118' 1 - 8118' FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) 1 5l18 FRAME IMPACT iHS PLAN VIEW OF ANCHOR CUP 6063 -T6 (HS r P80PRETNITNDCOtrF10BR15L 1' THE INF RSOMONMOWED01MISDRAWIN Rre OY W3NOW SYSTEM, INC. ANY REPRODUCTION 14 PART OR AS A YlF1OLE I* WRfTTB! PEON OF CUSTOM WIDOW SYSTEMS. DMIBPROKEIR£Q. • PVC SASH MTG. RAIL -6027 + fi n „ .11 PVC SASH SIDE RAIL -6028 Y 'a - >... 3118' — I - 1 PVC SCREEN SUPPORT - 6014 S.B.RJS.S.R. - 1498 ALUM. REINF. 6063-T6 MAUSINVIER GCNSTRUC11ON CORNER WELD (ALL 81DE8) SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 1/2' eedig WINDOW SYSTEMS : °. ✓1800 S.W. 44TH AVENUE OCALA. FLORIDA34474 • •' s ; � EXTRUSIONS & B.O.M. - LARGE MISS8.E IMPACT FRAME CORNER STRUCTION ( PVC GLAZING BEAD-6016 PVC SCREEN CATCH - 6013 7I18•-+j �+ _4 — 3 , 1r SCREW SUPPOR - 3113 A J UPDATED PER NEW FBC REOLU REMENTS 07/07108 =.em ",y'a••:-: INN BT: lE: rr . F � = - •' PVC HORiZ. SUDS BAT 7/15/2008 • LRD r.•> i �y 8200 NTS NU.: C1A18.157 . FL ra, NO. 62514 s. V. I.0 r r tM: A t!: 5 OF 8 -c tr l. s ' L>If* . ,. : � ,. • j.' peO e. �. L, a go 5 ff) EXTERIOR FINI BY OTHERS PERIMETER CAULK BY INSTAL-LSI OTHERS WIDOW FRAME HEAD . e q a • • • •. • CAULK BETWEEN BUCK AND OPENING BY OTHERS 1 BY WOOD BUCK • BY OTHERS ANCHOR CUP INSTALLATION ANCHOR, 3118' DIA. MASONRY ANCHOR. WINDOW FRAME SILL PE PERIMET TE ER CAULK INSTLER EXTERIOR BY OTHERS •• •i�• • • • • ♦ •• I . S • •• •• I. • •t'I I• •• • . •s• • • ••_ • • � i • aj •• ob ; • II I• • • I I • 0000 • • I 1 •I • VERTICAL SECTION CLIP (MASONRY) (MIL EDGE DIST.) LUC EMBEDMEN) CONCRETE/ 114' SHIM (SEE NOTE 24 3 ON SHT. 2) ELETALLATXON ANCHOR, sir DIA. MASONRY ANCHOR. ANCHOR CUP CONCRETEIMASONRY BY OTHERS Lice MR EMBEDMENT) t BY WOOD BUCK BY OTHERS ��y 1 Ur . (MILL EMBEDMENT) (MEL EDGE purr.) 4 ° 44 • (MIN. EDG E DIST.) • • . 4 11• MAX SHIM (SEE NOTE 2 & 3 ON SOT. 23 4 4 4s 4 a 4 4 4 • 4 • 4 • MASONRY 4 BYOTHERS ° •4 i° • • • 4 4 4 • • • • L e� e M •• EXTERIOR BY OTHERS ('N HORIZONTAL SECTION `8 CUP (MASONRY) WINDOW FRAME SILL. PERIMETER CAUU( BY I EXTERIOR FINISH BY OTHERS 114' MAX. SHIM (SEE NOTE 283ONSHtT.2) ANCHOR CUP INSTALLATION ANCHOR, 3/18' DNA. MASONRY Ate. —1 BY WOOD BUCK BY OTHERS P ERIMETER CAULK INSTALLER WINDOW FRAME JAMB Jb ' • ' • e •P•••b•e p • p • p k p •' .e4.09.1:. t b ..' b •• b • ►b _••b _ b. 1/4' MAX SHIM (SEE NOTE 261 30N SHY. 23 J� FRAME � R PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR. 3118' CIA. MASONRY ANCHOR. •' s •k 111! P • (A EMBEDMENT) • .b •e ` i e• A CONCRETERAASONRY BYO (MIN. EDGE EDGE DIST.) etrIALTERNATE PRECAST SILL NAIL CLIP (MASONRY) A l • . ® HORIZONTAL SECTION CUP (WOOD) r _ 114' MAX. SHIM (SEE NOTE 283ONSHT. UPDATED PER NEW FBC REQUIREMENTS 07/07/08 deos=— WIDOW SYSTEMS I00 S.W. 4 4TH AVENUE r ` • tI�A1J1,LDA 34474 lir (MIN. EMBEDMENT) • ▪ 4. 4 • 4 INSTALLATION ANCHOR. 4 210 WOOD ANCHOR. . 4 . 4 ; 4 • • • CAULK BETWEEN BUCK ° 1 AND OPENING BY WHIMS • 4 4 • • • ° • ° 2 BY WOOD BUCK BY OTHERS s' • 4 :4 • • • ° • BY OTHERS . 4• • 4 • • is • • 4 • • •' EX BY OTHER „ T10N ANCHINI WA;UP OETAL - LARGE MISSILE IMPACT ! .. s•.A • :1 P1L�HOR( SUDE 0Y: � �e: 7/15/2008 NTS CWS -157 NEN v. LtIItK. A ) ' 6 0F8 (MIN. EDGE DISTIL 1 • • • •' Oat EMBEDMENT) . ° • ► • • ° 4 • P• • P• • EXTERIOR ISH B YOTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER 1 p CAULK EXTERIOR BY OTHERS FINISH CAWS BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY ▪ OTHERS BY ® VERTICAL SECTION 7 FRAME (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS � i i�'� ik ti • ww� • • • P. 4 r• • ztrr (MIN. EDGE DIST.) CONCRETEJMASONRY BY OTHERS INSTALLATION ANCHOR. 3116' DIA. MASONRY SCREW ANEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 BY WOOD BUCK BY OTHERS DRYWALL BY 114• MAX SHIM (SEE NOTE 2 & 30N SHT. 2) CAULK UNDER SCREW HERO BY INSTALLER INSTALLATION ANCHOR. 3114! DIA. MASONRY SCREW wNEOPRE NE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTAU_ER Mr At '" - - - ri 1 1 1 11111 4 a im i i INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW wINECPRBINE BACKS WASHER THRU SCREW SUPPORT. EMBEDMENT) DRYWAU. BY OTHERS 2 12 (MIN. EDGE DIST.) (MIN. EMB EDMENT) HIGH STRENGTH STRUCTURAL GROUT BYOTHERS 114 MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) SLL STOOL BY OTHERS WOOD USE SUPPORT O MAKE SILL LEVEL, BY OTHERS •4.4 4' • 4 ; • 4'• � 4 . � - Ji�t � \ HORIZONTAL SECTION 77./ FRAME (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 1 BY WOOD BUCK BYOTHERS 114• MA)tSHIM (SEE NOTE 2 &3ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER 2 \ _ WINDOW FRAME PERIMETER CAIA K JAMB BY BYTHERS J o • P. Pe •• h •i " D A• P O.; 0 P • `P • p k s P P • •p ► ► . • • • .1" ' tb .t >B • ,• B ►P . 4 . • I •• :• -• I CONCRETE/MASONRY (MIN. EDGE DST.) BY OTHERS ALTERNATE PRECAST SILL DETAIL ® FRAME (MASONRY) / (MIN. EMBEDMENT) U4• MAX SHIM +! (SEE NOTE 2 &3ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER W FRAME DOW FRA INSTALLATION ABHOR. 3116' DIA MASONRY SCREW wINEOPREM BACKED SUPPORT. WASHER THRU SCREW CAULK UN SCREW HEAD BY INSTALLER p 114• MAXSHEA (SEE NOTE 2 &3 ON SHT. 2) • rt ND TIN 0 YA WAI OI S I EI '• / `i: L N.OHERT�USOMLS THE MOON 31 6 MAIM D ANY IN TIN CRONSPA AS MOON 8Y6TN.NG ANY Rl3A04UC110NNPA1TiOR A9A FL P.e.N0. 62514 a WRITTEN FERRO= OF CUSTOM *NOM SYSTEMS INC. B - e PERIMETER CAULK BY INSTALLER EXTERIOR BY OTHERS © HORIZONTAL SECTION FRAM (WOOD) s S W. 44TH AVENUE FLORIDA 34474 DRYWALL BY OTHERS .104, %.;..‘ ► : al s '•• ' • A • INSTALLATION AN ANCHD W! a NEOPRENE BACKED • • . WASHER THRU SCREW SUPPORT. • c. 2 BY WOOD BUCK • • BY OTHERS • � • A CAULK BETWEEN BUCK AND OPENING BY OTHERS -;:PVC NORR. SLIDE UPDATED PER NEW RC REQUIREMENTS I 07/07/08 INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT 7/15/2008 CWS -157 70F8 OTHERS EXTERNOFI FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER TALL WWRRAAP PERIMETER CAULK BY INSTALLER FRAME WINDOW HEAD jjAr (MML EMBEDMENT) INSTALLATION ANCHOR. PM . FSWOODSCREW '•I • VERTICAL SECTION • FN (WOOD) • L U4' MAX SHIM (SEE NOTE 2 d 3 ON BHT. 2) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR. Ia WOOD SCREW BY • OTHERS 2 BY WOOD BUCK BY OTHERS MAN. ENBEOMEN1) r EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER s. PROPRIETARY AND ODITIDERIAL • • THE INFORMATION CaMtANED N t1D45CRAWPn LA THE 2Ot2 PAOPERIY OP°° WINDOW SYSTEM EX. ANYREPROOLCON N PART OR ABA WHOLEWM WRITTEN PETIMI;SIONOF CUSTOM WN00W SYSTEMS, INC. IS PROHI$TED._ ® HORIZONTAL SECTION FIN (WOOD) 114' MAX SHIM (SEE NOTE 283 ON SW. 2) PERIMETER CAULK BY INSTALLER WINDOW FRAME JAMB WINDOW WRAP BY INSTALLER A I UPDATED PER NEW FBC REQUIREMENTS 107/07/0B WINDOW SYSTEMS �1 S.W.44TH AVENUE . , FLORIDA 34474 11 t TAIST ALLATK)N ANCHOR FBI DETAIL - LARGE MISSILE IMPACT nAWNNY: BAT P 7/15/2008 SCAM. NT8 GWS -157 HtN. LW ION: A tt: 80F8 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336-945 -9695 Manufacturer: Custom Window Systems 1900 B.W. 44 Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98-72.070 method 1(d). The product listed herein complies with the 2007 Florida 13uliding Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technkal Documentatlon: 1. Approval document drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 of 8, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201-94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, 087.5 psf design pressure, 7.75 psf water infiltration TAS 203-94 Cyclic Pressure Loading *60.0 psf design pressure b) Report No.: NCTL 210 - 3167 -18, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1998-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, *60.0 psf design pressure AAMA/NWWDA 101/I.S.2-97 Design Pressure: *60 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: 360 psf • Maximum unit size: 74° x 54° • Maximum D.L.O.: 33 3/16° x 49 13/16° • Units must be glazed with 3 A° IGU consisting of outboard fete 1/8° Ann — Air —5/16° laminated inboard late consisting of: 1/8° Ann — .090" Dupont Butacite PVB interlayer — 1/8° Ann., per ASTM E 1300. • DuPont Butacite PVB interlayer per NOA 05- 1208.02 • This product Is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 08- 1220.01 installation: • Units must be installed in accordance with approval document, CWS - 157 Revision A. Certlftcatlon 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 ham nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s)ri ` ": • • .•e••_ • 1 of 1 Engineering Evaluation Report Report No.: 610486A C IOW ;9 1k 7S tkORO? :• V FL N omas. P.E. 4i 'OtMAi 07/15/2008