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BPP-10-329Inspection Number: INSP - 150206 Permit Number: BPP -3 -10 -329 Scheduled Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: GARCIA, DIANA Job Address: 1160 NE 91 Terrace Project <NONE> Contractor: DREAM POOLS OF SOUTH FL Building Department Comments NEW POOL CONSTRUCTION Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 136904. All previous required inspections must be complete NB November 22, 2010 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050010450 Phone: (305)910 -9595 Page 6 of 31 TAIN- RAMIREZ,, INC. 'CONSULTING ENG NFERS. A #27157 SVV866FST'. w t FL. 33183 {3tl¢ 9BDO ��Axia88.7t87Q2Q Miami County Brad n Departm Miami, Flo* a } _ Reference: Soil StatemenV Residential. S Fool Property:ofi Diana Garcia. 1160 N.E. 91:Termce Shored FL 33138 Process #:10-329' • 3,2010 To Whom It Any Concern: Soil Statement A field inspection was conducted on 05-03 -10 of the swimming pool excavations for the aove referenced property, The existing site has been observed and evaluated, and we rouclude the the conditions are similli to those upon which the design' was based (allowable bearing capacity equal to 2000 psl); In addition; We conclude - that the soil is adequate tos uppost the Required Bearing Pressure of 650 PSF imposed by- die new swimming pool Planning and Zoning Criteria Owner's Name: DIANA GARCIA Job Address: 1160 91 Terrace Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores, FL 33138- Contractor(s) DREAM POOLS OF SOUTH FL Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/20/2010: Yes Comments: NO DECK PLAN IS PROVIDED. 4/6/10 NEW PLANS OK NO POOL DECK DECK CAN NOT COVER ANY PART OF DRAINFIELD 8/20/10 POOL IS APPROVED WITH NO DECK Phone (305)910 -9595 Folio Number:1132050010450 Owner's Phone: Total Square Feet: 350 Total Job Valuation: $ 17,500.00 Primary Contractor Yes NOTE DECK MUST BE SET BACK 10 FEET FROM SIDE LOT LINE, THE POOL IS 15 FEET FROM THE SIDE LOT LINE THEREFORE DECK CAN NOT EXCEED 5 FEET IN WIDTH TO THE WEST. PERMIT # CONTRACTOR: SUBMITTAL DATE° rilPiWt 05 P CD ADDRESS: C� q 1 NAME: 'T) GGA` -CA A- RESUBMITAL DATES: 1 PROJECT TYPE: tej SF/7 okW V ZONING 'STRUCTURAL ELECTRICALP */ /z, �.10-1-D or PLUMBING F MEr \Pr FIRE IMPACT FEES HRS/DERM NOC BLDG IA et-7- g 111 �� ' �,� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP - 149417 Permit Number: BPP -3 -10 -329 J Inspection Date: August 13, 2010 Inspector: Dacquisto, David Owner: GARCIA, DIANA Job Address: 1160 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: DREAM POOLS OF SOUTH FL Building Department Comments August 10, 2010 For Inspections please call: (305)762 -4949 Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Survey Final Work Classification: Addition/Alteration Phone Number Parcel Number 1132050010450 Phone: (305)910 -9595 Page 1 of 1 & <o `/v Passed / Ins ecto Co I� MC ment I� v - / / � . eitiaci titu, 0 'KoI . f- . ai Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP - 149417 Permit Number: BPP -3 -10 -329 J Inspection Date: August 13, 2010 Inspector: Dacquisto, David Owner: GARCIA, DIANA Job Address: 1160 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: DREAM POOLS OF SOUTH FL Building Department Comments August 10, 2010 For Inspections please call: (305)762 -4949 Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Survey Final Work Classification: Addition/Alteration Phone Number Parcel Number 1132050010450 Phone: (305)910 -9595 Page 1 of 1 FLOOD ZONE: AE CERTIFIED TO: DIANA GARCIA MAP & PANEL = 12086CO306 COMMUNITY No.: 120652 SUFFIX: L DATE OF FIRM: 9 -11-09 BASE ELEV.= +8.00 NGVD 1929 PROPER - TY 0 Dt 125.00 &(M) ?(A SUBJECT (0 CCPdIPIIANCE WI I I ALL FEDERAL 110 P R llicSolti-RACg iTER L T lor,s kt tD 33138 -- -- S00 °53'00 "E '00 "W AEG 1 0 MO co 50.00' TOTAL R/W O �O to 0 r n k NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2500 A BOUNDARY SURVEY I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472 -027, FLORIDA STATUTES, THERE ARE NO ENCROACHMENTS, OVERLAPS, EASEMENTS APPEARING ON THE PLAT, OTHER THAN AS SHOWN HERETO. FRANCISCO F. FAJARDO #4767 FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REG. NO. 4767. LOCATION SKETCH NOT TO SCALE LEGAL DESCRIPTION: THE EASTERLY 30.00 FEET OF LOT 20, ALL OF LOT 21 AND THE WESTERLY 5.00 FEET OF LOT 22, BLOCK 2, "WATERSEDGE , ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE 141, OF THE PUBLIC RECORDS OF MIAMI-6ADE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYOR'S SEAL 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. 4) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY, WERE NOT LOCATED. 6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE. 9) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL 10) DRAWING DISTANCE BETWEEN WALLS AND /OR FENCES AND PROPERTY LINES MAYBE EXAGGERATED FOR CLARITY. 11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS 12) BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED MERIDIAN AT: CENTERLINE NE 91st TERRACE = N90°00'00 °E LEGEND POB: POC: 12 (R) O.U.E.: U.E.: PRM: PCP: FND: CL: (C) W U.P. INDICATES CONCRETE INDICATES OVERHEAD LINES INDICATES WIRE FENCE INDICATES WOOD FENCE INDICATES PROPERTY CORNER INDICATES PO /NT OF BEG INNING INDICATES POINT OF COMMENCEMENT INDICATES PROPERTYUNE INDICATES RECORD MEASUREMENT INDICATES DRAINAGE & UTILITY EASEMENT INDICATES UTILITY EASEMENT INDICATES PERMANENT REFERENCE MONUMENT INDICATES PERMANENT CONTROL POINT INDICATES FOUND INDICATES CLEAR INDICATES MEASURED CALCULATED INDICATES WOOD UTILITY POLE L.M. INDICATES LAKE MAINTENANCE CL: INDICATES CLEAR ENCR: INDICATES ENCROACHMENT FIP.: INDICATES FOUND IRON PIPE FRB: INDICATES FOUND REBAR SRB: INDICATES SET 1/2' DIAMETER REBAR TYP.: INDICATES TYPICAL R/W INDICATES RIGHT -OF -WAY ORB: INDICATES OFFICIAL RECORD BOOK # INDICATES MORE OR LESS F.F. ELEV.: INDICATES FINISHED FLOOR ELEVATION N.T.S.: INDICATES NOT TO SCALE N INDICATES NORTH S INDICATES SOUTH INDICATES CENTERLIWIE (M) INDICATES FIELD MEASUREMENTS CONC.: INDICATES CONCRETE ON/PL: INDICATES ON PROPERTY LINE O.U.L. INDICATES OVERHEAD UTILITY LINES PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC. LB # 2098 FRANCISCO F. FAJARDO PSM # 4767 359 ALCAZAR AVENUE, CORAL GABLES, FLORIDA 33134 PH (305) 666 -7909 FAX (305) 559 -3002 FIELD DATE :08 -04 -20101 SCALE: 1" = 20' I DRAWN BY: M. P10 I DWG. No.: 218602 FLOOD ZONE: AE 125.00'(R) &(M) ,067Z „.917' .08 'El .089/ 31.10' ( 30.00' CERTIFIED TO: DIANA GARCIA MAP & PANEL= 12086CO306 COMMUNITY No.: 120652 SUFFIX: L DATE OF FIRM: 9 -11 -09 BASE ELEV.= +8.00 NGVD 1929 125.00'(R) &(M) PROPERTY OF: DIANA GARCIA 1160 NORTHEAST 91st TERRACE MIAMI, FLORIDA 33138 h . ti N00 °53'00 1 'W S00 °53'00 - E T 1-`:1ICE ITN ALL FEUER8` =e- 2010 L 50.00' TOTAL R/W rs rf l t 1 z N o 1 ►° 40 2 ° NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2500' A BOUNDARY SURVEY I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472 -027, FLORIDA STATUTES, THERE ARE NO ENCROACHMENTS, OVERLAPS, EASEMENTS APPEARING ON THE PLAT, OTHER THAN AS SHOWN HERETO. FRANCISCO F. FAJARDO #4767 FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REG. NO. 4767. /4 /4 15 /5 !61/7 !6 17 LOCATION SKETCH NOT TO SCALE 2! 22 2B 24 25 26 27 NORTHEAST 91st TERRACE 27 28 29 28 29 30 30 LEGAL DESCRIPTION: THE EASTERLY 30.00 FEET OF LOT 20, ALL OF LOT 21 AND THE WESTERLY 5.00 FEET OF LOT 22, BLOCK 2, "WATERSEDGE ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE 141, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1) NOT VAUD UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYOR'S SEAL. 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. 4) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY, WERE NOT LOCATED. 6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE. 9) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL 10) DRAWING DISTANCE BETWEEN WALLS AND /OR FENCES AND PROPERTY LINES MAYBE EXAGGERATED FOR CLARITY. 11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS 12) BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED MERIDIAN AT: CENTERLINE NE 91st TERRACE _ N90°0000 E• LEGEND <<: <g: ;c:< ,<•�: Sgt INDICATES CONCRETE INDICATES OVERHEAD LINES INDICATES WIRE FENCE INDICATES WOOD FENCE IND/CATES PROPERTY CORNER FOB: INDICATES PO /NT OF BEGINNING POC: INDICATES POINT OF COMMENCEMENT fL INDICATES PROPERTY LINE (R) INDICATES RECORD MEASUREMENT D.U.E.: INDICATES DRAINAGE & UTILITY EASEMENT U.E.: INDICATES UTILITY EASEMENT PRM: INDICATES PERMANENT REFERENCE MONUMENT PCP: INDICATES PERMANENT CONTROL PO /NT END: INDICATES FOUND CL: INDICATES CLEAR (C) INDICATES MEASURED CALCULATED W.U.P. INDICATES WOOD UTILITY POLE LM. INDICATES LAKE MAINTENANCE CL: INDICATES CLEAR ENCR: INDICATES ENCROACHMENT FIP: INDICATES FOUND IRON PIPE FRB: INDICATES FOUND REBAR SRB: INDICATES SET 1/2° DIAMETER REBAR TYP.: INDICATES TYPICAL R/W: INDICATES RIGHT -OF -WAY ORB: INDICATES OFFICIAL RECORD BOOK t INDICATES MORE OR LESS F.F. ELEV.: INDICATES FINISHED FLOOR ELEVATION N.T.S.: INDICATES NOT TO SCALE N INDICATES NORTH S INDICATES SOUTH INDICATES CENTERLINE (M) INDICATES FIELD MEASUREMENTS CONC.: INDICATES CONCRETE ON/PL: INDICATES ON PROPERTY LINE O.U.L. INDICATES OVERHEAD UTILITY LINES PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC. LB # 2098 FRANCISCO F. FAJARDO PSM # 4767 359 ALCAZAR AVENUE, CORAL GABLES, FLORIDA 33134 PH (305). 666 -7909 FAX (305) 559 -3002 FIELD DATE :08 -04 -20101 SCALE: 1" = 20' I DRAWN BY: M. PIO I DWG. No.: 218602 nspection Number: I NSP- 149417 Permit Number: BPP -3 -10 -329 Inspection Date: August 13, 2010 Inspector: Dacquisto, David Owner: GARCIA, DIANA Job Address: 1160 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: DREAM POOLS OF SOUTH FL Building Deaartment Comments August 10, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Survey Final Work Classification: Addition/Alteration Phone Number Parcel Number 1132050010450 Phone: (305)910 -9595 Page 1 of 1 A rhe/ld Passed s c/4 C7 b Tector Co r i ,° ` c4,, i a t c., - (9/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: I NSP- 149417 Permit Number: BPP -3 -10 -329 Inspection Date: August 13, 2010 Inspector: Dacquisto, David Owner: GARCIA, DIANA Job Address: 1160 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: DREAM POOLS OF SOUTH FL Building Deaartment Comments August 10, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Survey Final Work Classification: Addition/Alteration Phone Number Parcel Number 1132050010450 Phone: (305)910 -9595 Page 1 of 1 Inspection Number: INSP- 143271 Permit Number: BPP -3 -10 -329 Scheduled Inspection Date: May 17, 2010 Inspector: Bruhn, Norman Owner: GARCIA, DIANA Job Address: 1160 NE 91 Terrace Project: <NONE> Contractor: DREAM POOLS OF SOUTH FL Building Department Comments Passe Failed Correction Needed Re- Inspection Fee May 14, 2010 Miami Shores, FL 33138- 3< No Additional Inspections can be scheduled until re- inspection fee is paid. 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 Phone Number Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Wall Steel Work Classification: Addition /Alteration Parcel Number 1132050010450 Phone: (305)910 -9595 Inspector Comments CREATED AS REINSPECTION FOR INSP- 136905. NO ACCESS NO ONE HOME. JR. 005.13.10 Page 26 of 32 Miami-Dade County Building and Zoning Department Miami, Florida. Reference: Soil Statement Residential Swimming Pool Property of Diana Garcia 1160 N.E. 91 Terrace Miami Shores, FL 33138 Process #: 10 -329 To Whom It May Concern: Soil Statement A field inspection was conducted on 05 -03-10 of the swimming pool excavations for the above - referenced property. The existing site has been observed and evaluated, and we conclude that the conditions are similar to those upon which the design was based (allowable bearing capacity equal to 2000 psf). In addition, we conclude that the soil is adequate to support the Required Bearing Pressure of 650 PSF imposed by the new swimming pool. If you should have any questions regarding this matter, please do not hesitate to contact us. Fre +y Tain, P.E. Lic : 61011 TAIN - RAMIREZ, INC. CONSULTING ENGINEERS CA 827157 13390 SW 66th ST. MIAMI, FL. 33183 PHONE. (305) 639 -9800 FAX 1- 888 - 718-7020 Attached: Photographs of Excavation May 3, 2010 Picture #1 Picture #2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 4° 1' FOLIO NO. 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. D Space above reserved for use of recording office 1. Legal d ri tion of pro�perty and street/address: NO QV. E. 9,' r e/e,I°Ace !�'I/A'l�i,.67GaeP�i 1L 33/3? 0.//4-t>G d GF "5 9-111 eL!/.3oPt of LerrPo 14-Aa Lor at W Ly' tit- tort 3 2 2. Description of improvement: . ' k'/ 4l7 fr ,4* 'OD 2. 3. Owner(s) name and address: a� Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and phone number. a;y2P_A -erk Toots 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 0 Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the followin 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name 123.01 -52 P .GE 3 10/09 TqllivPr C Title/Office L•G -1 origrnai Yip Or.'�?r;e i LI �� - 19x9 , bailments fib _ ;gr - i 1 pojrt CZtl9t3 sG rovided by ❑.., , dividually, or la as for U�Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. ‘03/ SA/ 101Mc ma/m..7 i%L 33/1'3 FLOP., C J` ; � _ ,.FY ° J:- DADE�% STATE OF '�' '- STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this . (-9 day of fipit/L By 1M'-t A C / 4 111111111111111111111111111111111111111111111 )' Authorized Officer/Director/Partner/Manager , Prepared By '� ✓ P /A Print Name 6,9 3/ S'• 11r. AAge .'f' Title/Office )071124-7-n.; 6- 33 rya :FN 201 R-� R02669 068 OR Bk 27257 P9 2745i (199) RECORDED 04/21/2010 14 :01 =52 HARVEY RUVII4, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE or's Notice p vided in Section t ;► ild L.-e-r =_ f : «p � - r . R d�`' sondedvoi eltre 0 0 5022 0 e 7, 2 Tme 305 Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By \ t 41 Tel: (305) 795.2204 Fax: (305) 756.8972 Novoicitiva, 4I '41D BUILDING kt* PERMIT APPLICATION 3- FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 116 a, c. Cit M I Arrl , Sho y State Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Type of Work: ['Addition Describe Work: Contractor's Address s City PI I h/.,; Qualifier Name Waal Value of Work For this Permit $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Rooting 171 P 1 7 / - 6,Agel A Phone# 3 L7�s 1 81 7 ' 00S I i 2 le4Ce on/ Yr, l s e ; R 3`3 I 3g Zip Tenant/Lessee Name Phone # 11, 5vc s 1411 Yr) a■ i 0.9 ©1 Submittal Fee $ litC) • W Permit Fee $ Notary $ Training/Education Fee $ Scanning $ ' Radon $ DPBR $ Permit No. ff D l u '"' a2. I Master Permit No. 11 1,0 , F., aI te- 12_ cL County Miami -Dade Zip 3 31 3 A lteration [New Phone # '30 S — 0 ) State F Zip 33 /11 # roc- 6110 5 State Certificate or Registration No. C f) C 1 S 1 6 0 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) 1 ) -g �✓�' % �- PE—Phone # Phone Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition CCF $ Technology Fee $ CO ►n; 'O! BY: ...C..e.'L 3 1Z Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ (, 6' try Total Fee Now Due $ 4 \ K See Reverse side -- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 Signature Owner or Agent The foregoing instrument ` was acknowledged before me this �,_ The foregoing instrument was acknowledged before me this a day of FE 6 Iv , 20 , by DA TA at Aft 6I , day of PB , 20119 , by MlUl(erL who i me or who has produced whtCamesozakjekinnum to me or who has produced as identification and who did take an oath. NOTARY ' LIC: ..:rye• rl� ;A Beltran Sign: As identification and who did take an oath. (Revised 07/10/07) •gy res June 17, 2010 My Commission Env trafi Fain • Inauranee, ino, 800.88840ne , Y, k, Y, k, YdnY, k, Y, Ytle*, Ytk, Y**t, kdeit********, Y**** irik, Y, Yir, k, Yir ,k,Yttk,Ydt************,Yir*** Yale, k**** ir**** 9r**** ir4 itr****ilririr,Y*** *****,4,k **** My Comn u ss sion mpt Inc. 'ra"' Inc. 80° 385.1 APPLICATION APPROVED BY:ffigjbZ'43 )7157 , -3/9 ! l d ,S'tt{'T/1 C Plans Examiner Engineer Zoning AC# Oongratutationst Wit this license Y� become one of the nearly one million ne s I OUB etl by the nt of Business and Professional Regulation. Our profes and businesses range from a te ya strong. from boxers to barbegUe restaurants* and they keep Florid's For day we work to improve the way we do business in order to serve you better For n in y formation about our sernces, please l onto .myfioridalicense.com. There you can find more informaf on about our divisions and the regulations that impact you, subscribe to departrnent newsletters and learn more about the I partmenYs Initiatives. s ent is: License Efficiently, Regulate Fairly. We Our mission r you better so that you can serve your customers. Thank yo u for doing Thank the Department yog serve y business in Florida, and congratulations on your new license CHARLIE CRIST DETACH HERE CPCI 01 29 2000 08700427 to o The RESIDENTIAL ,/: p G' PACTD Named below IS CER,T trader the of Chapter 48 Expiration date ' . 3<1, 2010 a; ESPINO, MIURIf+ IIRk�AM POOLS ? souTH ` 6031.SW C` MIAMI = DETACH HERE , gg nadter the provisdoms et 489 mo aat 1161743 ai, 2010 ?!SO 'i01729 BU5 TONAL ; -RE ZCENS^E' >NBR 07/02/2009' /090006093 QB60570 The BVSINESS ORGA IZATION Named `below" Z"S ?, QUALIFIED ,: Under the provisions of Chapter.X8 FS. Expiration date: -AUG 31, 2011 (THIS IS NOT A LICENSE TO PERFORM WORK. THIS ALLOWS COMPANY TO DO WIRINESS ONLY` IF IT HAS A ;.QUALIFIER DREAM POOLS Oil'. _ SOUTH ',FLORIDA INC 6031 SW 129TH - COURT' MIAMI FL 33183 HARLES OWNER" DREAM POOLSOF SOUTH FLORIDA INC Sec. '1 of Business 196 SPECIALTY BUILDING CONTRACTOR THIS S ONLY A - LOCAL BUS PERK .TAT- e... HOLOEA TO VIOLATE ANY Z� AWB T COUNTY OR CITIES. NOR EXEMPT THE DOES HHOLOOER FROI ANY OlyMR PERMIT OR LICENSE REQUIRED BY LAW 1 S .NOT A CERTIR CATION OF TH O LOEii'S QUAURCA- PAYMEN R ECEIVED OHCt1UNTY 07/09/2009 6:01000©0247 000075'.00 SEE OTHER SIDE MIAMI- DADE .COUP' TAX COLLECTO 140 W. FLAGLER 14 FLOOR MIAMI, FL 33130 .. LOOM BUSINESS TAX RE CEIPT - MIAMI - D.AD E COUNTY STATE Of FLO EXPIRES SEPT. 30 2010 MUST BE DISPLAYED AT PLACE OF 1 1 PURSUANT TO COUNTY CODE CHAPTER sit =1 619425-2 T US IS NOT A SILL - CI0 NOT PAY RENEWAL BUSINESS NAME 1 LOCATION RECEIPTI 645865 -7 DREAM POOLS OF SOUTH FLORIDA STATEB CPC1457603 6031. SW 129 CT 33183 UNIN DADE COUNTY WORKER/ 1 DO NOT FORWARD DREAM POOLS OF SOUTH FLORIDA INC MIURIL ESPINO PRES 6031 SW 129 CT MIAMI FL 33183 117 FIRST-CLASS U.S 'POSTAGE 1 PAID MIAMI; Pi- PERMIT NO. 231 FROM :A &D ALL -LINES INS ASSOCIATES ACORD. CERTIFICATE OF LIABILITY INSURANCE PRonncEn A &D ALL -LINES INSURANCE ASSOC INC 8249 NW 36th St #218 Miami, FL 33166 (305)463-6781 INSURED DREAM POOLS OF SOUTH FLORIDA, INC. COVERAGES OTHER 6031 S.T. 129 CT. MIAMI, FL 33183 GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE I A OCCUR GE AGGREGATE LIMIT APPLIES PER; POLICY PRO- LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON- OWNEDAUTOS GARAGE LIABILITY R ANYAUTO —1 FXCEBS/UMBRELLA LIA OCCUR r CLAIMSMAnE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY Pr{OPRl(rTORIPARTNEE/E.I(ECCTNE OFFICER/P.10M 'OCCLUDED? If SPECIAL PROVISIONS ealow DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS P0014 INSTALLATION SERVICE & REPAIR CERTIFICATE HOLDER ACORb2S(2007ro8) CITY OF MIAMI SHORES 10050 NE 2ND AVE. MIAMI SHORES, FL, 33138 L1740000011 FAX NO. :3054636782 DATE (MM/DO/YYYY) 2/16/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE Feb. 16 2010 10:22AM P1 INSURER A WILSHIRE INSURANCE CO , INSURER D; INSURER et INSURER D. INSURER E: THE POLICIES OF INSURANCE LISTED BELOW 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, MICR ADDS, -' 1 NM TYPE OF INSURANCE POLICY NUMBER POLICY E�FpFFEECTI POLICY EXPIRA I N DATE(MM/DONY) DATE (MM/RDl1 LIMITS 02/07/10 EACH OCCURRENCE S 1 ,000,000 DAMAUR; 1 0 HtN 1 ED PREMISES (Ea eaturanco)_ $ 50,000 MED EXP (Anyone Parson) $ 1 000 02/07/11 PERSONAL $ADVINJURY $ 1,000,000_ GENERAL AGGREGATE $ 2,000 , 000 1,000,000 PRODUCTS - COMP/OPAso COMBINED SINGLE LIMIT (Ea scalds/II) BODILY INJURY (Par person) BODILY INJURY (Peraccldenl) PROPERTY DAMAGE (Perecolderll) AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY; AGG EACH OCCURRENCE AGGREGATE 5 5 $ S 5 $ 5 $ $ WCSTAI U- DIN - TORXI-IMITS 1 ER E4 EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT 5 $ NAIC CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOWER NAMED TO 1 HE LEFT, SLIT FAILURE TO DO SO SNAIL • IR TION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR R PRE TIVES. \ 1 \ J A • R • ED EPRESE TATIVE CACORD CORPORATION 1988 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FttilANCIAL SERVICES DMSION OF WORKERS COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXE#!PT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 03/13/2010 EXPIRATION DATE: 03/12/2012 PERSON: MIURIL ESPINO FEIN 830498493 BUSINESS NAME AND ADDRESS: DREAM POOLS OF SOUTH FLORIDA MC 6031 SW 129TH CT MIAMI, FL 33183 SCOPE OF BUSINESS OR TRADE 1- SWIMMING POOL CONSTRUCTION IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O 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 440.05112), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed an R the notice of election to be exempt. E Pursuant to Chapter 440.05113), 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 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKER COMPENSATION LAW EFFECTIVE 01/04/2010 EXPIRATION DATE: PERSON ROBERT ESPINO FEIN 830498493 BUSINESS NAME AND ADDRESS: DREAM POOLS OF SOUTH FLORIDA INC 6031 SW 129TH CT MIAMI, FL 33183 SCOPE OF BUSINESS OR TRADE 1- POOLS /SPAS CONSTRUCTION 01/04/2012 IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O 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 440.05112), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on R 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 -1609 * Carry bottom portion on the job, keep upper portion for your records. DWC - 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 - 06 CUT HERE APPLICATION FOR: [ ] New System [ ] Repair APPLICANT: Diana Garcia AGENT: Dream Pools LOT: 20 +21 +22 SUBDIVISION: PROPERTY ID #: PROPERTY SIZE: 0.24 - DIRECTIONS TO PROPERTY. Type of Establishment STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM [X] Existing System [ ] Abandonment MAILING ADDRESS: 6031 SW 129 Ct Miami, FL 33183 11 -3205- 001 -0450 IS SEWER AVAILABLE AS PER 381.0065, FS? PROPERTY ADDRESS: 1160 NE 91 Ter Miami, FL 33183 BUILDING INFORMATION: [X] RESIDENTIAL v 1.0.0 No. of Bedrooms 3 [ ] Floor /Equipment Drains [ ] Other (Specify) SIGNATURE: AP956478 [ ] Holding Tank [ ] Temporary BLOCK: 2 PLATTED: 01/01/1941 ZONING: ACRES WATER SUPPLY: [ ]PRIVATE [ Y ,I N [ ] COMMERCIAL Building Area Ft 1821 E1D1125548 APP DOC if : AP956478 PERMIT #: 13-SC- 1125548 DATE PAID: 03/15/2010 FEE PAID:70.00 RECEIPT #: 13 -PID- 124431 [ ] Innovative [ ] TELEPHONE: 1 (305) 788 - 0082 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(0 OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S REPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM /DD /YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. I/M OR EQUIVALENT: [ Y 4 [ ]<= 2000GPD [X] >2000GPD DISTANCE TO SEWER: FT # Persons Total Design Flow Served For This Unit 6 300 DATE: 03/15/2010 DH 4015, 09/2006 (Previous Editions May Be Used) Page 1 of 4 County Permit #: Storage Box #: Zone: Permit Type: County Status: General Comments: _s- Pedro •spina Engineer II STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM Additional Notes and Comments: County Notes Fields: County Process #: This pe granted for the addition of anew pool only. Does not have any impact on the erxisting OSTDS. v 1.0.0 AP956478 E101125548 APP DOC #: PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: AP956478 13- SC- 1125548 03/15/2010 70.00 13- PID- 1244318 Apr 08 10 03:10p 3053824546 t 04/6 7/2010 04:06 954 - 5245729 MAY -21- 002 12 :41 PM KIDS0PE APPLIED JJJ. RESEARCH LABORATORIES 5371 N.W. 151st STREET • MIAMI, FLORIDA 33014 -8223 Vistaita: ww.ert- test.cam • Er ifie adte to ol.corn • PH. (3051 e24.4S00 • FAX (305) 024-3052 April 11, 2001 RE: LIN 30137 Dear Mr. Nathaxd: Mr. Kira Nathan! President Kid Safe Pool Nets 21.5 SW 14 Way • Port Lauderdale-. FL 33312 A1aa H. S art Director of Engineering ABS/tn • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • •• • • • • • • • • 000 GLAVOVIC STUDIO • ▪ • • ••• • • • • • • • • • • • • • •• • 3053824546 p.1 PAGE 03/03 934 8204109 P.02 b - 3z FAX.: (954) 523.41 89 Thla letter is regarding the safety testi o your Pool Safety Net. As you know, this tcstpragtii bas been suceesstluliy completed, The safety net wu lasted to enure < < , I nce with AS TM F-1346-91, Standard Performance Specification for Safety Covers and Labeling Regal _ .. eats for Ail Covers for Swimming Pools. Spas and Hot Tubs" and the work was ge= armed vc rotbrCOced ARL file number. The otodel that was tested pis to carom t With P Y '{laestaridard is track- sra@ed "Kid Safe." This letter will serve as confirmation that thes are Lied by 1r [, effective March 20, 2001 and you are authorized to label your products with the ARL, Liss ing'Mark. Your Certification RepotC and Follow-up Service Procedure are in the process of being finalized and will be forwarded to on upon completion. If you have any questions, please do not hesitate to contact ARL. Cordially, •• ••• • • • • • •• • • • • • • • • • • TEST= FOR CONSUUMER SAFETY Apr 08 10 03:10p 3053824546 04/07/2010 04:06 954- 5245729 Main Net Mesh Size: Braid: Net Braid Tension Lines Nylon Pulleys Net Strength: Expected lire; Installation Fitting Surface Mount plates Flush Mount Anclior Hook. Alternate Anchors S •. • • • • • GLAVOVIC STUDIO Safe •• ••• • • • • • • • • • • • •• •• Pool Nets Product Specifications 3.5 Inches (Required to meet ASTM 1346 -91 Standards) WM Polyethylene with LTV inhibitors built in for pnoImaged lifespan 1 Inch 3/8 Inch 2 Inch Body Length Pulley Wheel, 1. Inch diameter, 5/16 Inch width Tested up to 485 lbs for ASTM 1346 -91 standard B.etweet7 7 to 10 years 3.5 inch plate with two anchor positions and two screw holes Glass filled nylon for increased resistance to sun and chemicals Available in Grey, Terra Cotta and Beige (cream) % inch diameter barrel with flanges 1.5 inch depth - Brass or Glass filled nylon for increased resistance to sun and chemicals Available in Grey, Terra Cotta, Beige (cream) and Brass 4nnn Stainless Steel wire hook 1 1 inch x 2 inch•Stainless Steel eye boats %4 inch Stainless Steel drop anchors tainhess Steel S- hooks (Gate hook), min .141 x 1.5 inch • • • •• • • •♦ • • • •• 3101 SW 3RD AVENUE FOKT LAVURDIa, FL 3 • 11.5137 • • Wald: 4ANW4CtdtafeAliare1114/P•COM T By,,FiSE 1866 463.5700 • FAX: 954760-9973 • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• •• • • ••• • • 3053824546 p2 PAGE 01/63 K;(1 Sca. Pool Nets. 1L1S MANUAL SAFETY COVER COMPLIES WITII ALL 1 .88E463.57 www.kid SWIMMING POOL OWNER'S CERTIFICATION Date 3 /2 D Miami Shores Village Building & Zoning Department Attention: Building Official _ Miami _m_��_ Shores illage 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I certify that I am the legal owner of the property described as 3)1 it iv A- Q, ifilf c t 4 , located at 11 6- ate, 6 11 -t-evitr e c Yr,, o s s . In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. Note: This certification is to be submitted with a swimming pool permit application in duplicate. mre M1 df ; 0 3 231G NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimm spa or hot tub will be constructed or installed at /`, V Al �• 9) h ,© - C- Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please init the method(s) to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346 -91. (Submit Manufacturer's Specifications). A continuous, one -piece (child) barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence Nation and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). A combination of non - dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain Zink or wood fence, etc.) will protect t he pool perimeter. The plans must specify t he type and location of all non dwelling walls. Florida Building Code, R4101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self - latching device with positive mechanical latching/locking installed a min. 54° above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe . I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S ., an d will be considered as committing a misdemeanor of the second degree, punishable as provided in Section 775.082 or Section 775.083 F.S . This form must be signed by 0, er/t e nd the prime con raitor. 3 P-// CONTRACTOR'S SI NATURE AND ATE OWNER'S SIGNATURE AND DATE 4itti eSp 0 CONTRACTOR'S NAME (PLEASE PRINT) RItfIttet. Itra in Commission # DD5 o Expires June 17, 20 Bonded Troy Felt • Insurance. Inc. M iami Shores Viiiage Building Department j'r 44 ( e tokilltbP Commission s x.ires June 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 alma ok 010 -01 1\-.J 91,® • RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned 1-IkJ *- 6- ;r C- 1 A is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Address: a 6v 00 . E, T`e° % 'C v), I mo- s �► -r"'�� f° Whereas, the undersigned owner(s) (Revised 05/2209 1 Pi A - r - ‘41 WN - IGN & PRINT OWNER SING & PRINT M iami Shores VUlage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our /my property shall fail to meet code requirements for pool barriers, we, as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, I/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he /she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant conceming the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. I Hereby Certify that on this day personally appeared before me Di i'ti✓ d /; / C/A and has produced ID # (�~ d /c- 72- /-6 =3C' as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this 3 day of ''4 , 20 I - 0 U.S. DEPARTMENT OF HOMELAND SECURITY Feieral Emergency Management Agency National Food Insurance Program A For baser= ce Company Use: Policy Number Company NAIC Number Al. Building Owner's Name DIANA GARCIA DE VILLALOBOS iButlding Street Address (udUrg Apt Unit, Suite, and/or Bldg No.) or P.O. Route and Box No. 1160 N.E. 91 TERRACE - CAtY MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description. etc.) A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Soklangal A5. Lattude/Longltude: Lat. N25 ° 51'578" fig. W80 °10'422" horizontal Datum: ❑ NAD 1927 NAD 1983 i46. Attach at least 2 photographs of the building if the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) N/A b) No. of permanent flood openings In the crawl space or 1 enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 576 sq in I B1. NFIP Community Name & Community Number 120652 132. County Name I I B3. State MIAMI - DADE COUNTY R 94. Map/Panel Number 1 B5. Suffix Be. FIRM Index 1 0093 L Date 1 9/11/2009 B7. FIRM Panel Effective/Revised Date 9/11/2009 I B9. Base Flood Elevatton(s) (Zone AO, use -base flood depth) 8 138. Flood AE. Zone(s) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item 139. ❑ FIS Profile _I FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: NGVD 192 n NA VD 1988 0 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (C_BRS) area or Othenvise Protected Area (OPA)? Designation Date [Nes INN° SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* `A new Elevation Certificate will be required when construction of the building Is complete. ®Flnlshed Construction C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in item A7. Benchmark Utilized Vertical Datum NGVD1929 Conversion/Comments a) Top of bottom floor (Including basement, crawl space, or enclosure floor).. b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION T f This signed to be sigr and sealed by a tend surveyor, engineer, or architect authorized by law to certify elevation / uo rma8on . ion tha l certify that the Lrfonrration on this Certificate represents my best effolls to interpret the data available. any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifler's Name MIGUEL ESPINOSA Title PROFESSIONAL SURVEYOR & MAPPER Company Name MIGUEL ESPiNOSA LAND SURVEYING, INC. Address 1015 S Signature FEMA Form 81 1, February 2006 ELEVATION CERTIFICATE Important Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION A9. For a building with an attached garage, provide: sq ft a) Square footage of attached garage 200 sq ft b) No. of permanent flood openings in the attaclled garage wails within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b _WA ail In SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Check the measurement used. feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) • ® feet ❑ meters (Puerto Rico only) 5.56 feet ❑ meters (Puerto Rico only) 5.92 N/A 4.72 4.52 ® feet ❑ meters (Puerto Rico only) Ucense Number 5101 Suite 3110 City MIAMI State FL ZIP Code 33157 ate 9/30/2009 Telephone 305- 740-3319 See reverse side for continuation. feet ❑ meters (Puerto Rico only) OMB No. 1860-0008 Expires February 28, 2009 I Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1160 N.E. 91 TERRACE City MIAMI State FL ZIP Code 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments : ptlnsnhance mpai Signature Date SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZO A (W httachments (WITHH OUUT T BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate Is Intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet b) Top of bottom floor (Including basement, crawl ❑ meters ❑ above or ❑ below the HAG. Diagrams �co. or enclosure) Is ❑feet ❑meters ❑ above or ❑ below the LAG. E2. For Building grams 8-8 with permanent flood openings provided In Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b M the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, Is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or commun or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. • ity- issued BFE) Property Owner's or Owner's Authorized Representative's Name Address Signature Comments Local Official's Name Community Name Signature Comments FEMA Form 81 - 31, February 2006 City Date Telephone Title Telephone Date State ZIP Code n C here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items 08. and 09. 01. ❑ The Information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located In Zone A (without a FEMA-Issued or community - issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplal n management purposes. I G4. Permit Number I 05. Date Permit Issued 1 06. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement 08. Elevation of as -built lowest floor (including basement) of the building: 1] feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum n Check here if attachmerrta Replaces all previous editions LLLLL LLLLL LLLLL LLLL LLLL I_LLLL 8_LLLLL °il LLL LL LLLLLLLLL LLLLLLLLL LLL2o.6o'LLLI. RP Ire NO ID F9+ J4 NO ID NE 91 TERRACE 18.00' ASPHALT PAVEMENT NE 91 TERRACE 18.00' ASPHALT PAVEMENT FlP WO 598.00' BC. NO ID 8 7.00' 40' RP We NO ID RP WV NO ID NORTH SCALE: 1/20 Property Address: 1160 N.E. 91 TERRACE, MIAMI FLORIDA 33138 atianarMilgamman I I HEREBY CERTIFY THAT THIS'9OUNDARY SURVEY' IS A TRUE AND COfRECTREPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THIS COMPLIES %MT THE MNIMUMTECNLCAL STANOARDS. A SET FORTH DV THE STACIE OF FLORIDA BOARD OF PROFESSIONAL LAND ,8tfl•7$ FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA ... °, E - Y 0 ,04 "e,1 SIGNED MIGUEL ESPINO STATE OF FLORIDA P.S.M. NO. 5101 NOT VALO VETROUT AN ALITNETTIIC ELECTRONIC EMNATURE ANC NJIHL'RRICCATED@FiCT! CTeIC MALAN:MIR - 415 NAP 2 NO VA/JO t MEW THE EIGVATLFE Ahm'4ECIRF6 TIAL.Zl9TO SEA_ CF 0. LTCEN 03lfiYAEYOR ARO SIA=FER Notes: NO NOTES MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190 Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740 -3319 FAX #:(305) 669 -3190 LB # 6463 Accepted By Survey: A - 10362 PAGE 1 OF 3 1 rt NOT TO SCALE Certified To: DIANA GARCIA DE VILLALOBOS, WATSON TITLE INSURANCE AGENCY, INC., FIDELITY NATIONAL TITLE INSURANCE COMPANY, FREEDOM MORTGAGE CORPORATION Its'successors and/or assigns, as their interest may appear Community N Panel Number:0093 Suffix: 1 Date of Firm Index:9/11/2009 Flood Zone: AE Base Flood Elevation: 8 Date of Field Work: 9/12/2009 Date of Completion: 9/30/2009 Legal Description: See page - 3 e torwernmar a N. coma nixotigill PLONFSCE - _� f GEMENLSE boatcywr tri LIAMEE 1 WIER CCIAVAMIAREA CUE CCP.PITY LIPLITYEINE O 4/0/ 747000 el sEr COMEMPINT COICREIENONLINEff 111 TIw HURVHM___T_aRRRe!R 1 HEREBY CERTIFYTMAT THIS 'BOUNDARY SURVEY' IS ATRUE AND CORRECT REPRESENTAIION OFASURVEY PREPARED UNDER MY DIRECTION. 'MS COSIPLIES MTH THE MINIMUM TECHNICAL STANDARIQS AS SET FORTH HY THE STATE OF FLORIDA BOARD OF PROFESSIONAL LAND SU 81617 -0. FLORIDA ADSUNISTRATNE CODE PURSUANT T0472027. FLOR'DA ST . . • SIGNED FOR THE FIRM MIGUEL ESPINO PS.14. NO. 5101 STATE OF FLORfplt • M1�* VA1.01t9MG11T Ap p_rHENTIC BSCTNONIC 9L71Mfl1RH AND AUTHENTICGRTED EEC•4CYL1C SEAL ANDO* '119 'ft* MT VAUD VIDHOl THE EIGVRfLAE DIED TAE CMG I44L.^.AI =SEAL D. *LICE' StIA'J_- OR AhD MA*PER r,E ERAI NOTES• 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 19) LEGAL DESCRIPTION PROVIDED BY OTHERS. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION. PERMITTING. DESIGN, OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF MIGUEL ESPINOSA LAND SURVEYING. UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENT` WERE NOT LOCATED. ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. WALL TIES ARE TO THE FACE OF THE WALL FENCE OWNERSHIP NOT DETERMINED. BEARINGS REFERENCED TO LINE NOTED AS B.R. BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED SEAL DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D.1929 UNLESS OTHERWISE NOTED. THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. Surveyor's Legend MACAW TEL ICSMASESRAME LA 7 ILAposzearsave EUS 4W TL' rrywaig sty ROMP 129P JKaIOQRP ALTA IdIF P SERPOEE GITINELIEN *Ss DINININRIC saorKv ,oldie P+ 4lat4 Olt ORIULNIEE RE POPOOPTAti[ FF PG ANSTOACIJ1�INTINE e 1681 ANN 'IT 1 BIORI1 F T9E ASASSVEATICAVIAtefr EON SUE IIIINPIDM FGC FonraFeauftwoczavxmaE Ina PAC, POINIOF A� OR4 Lq' PF. P p G.&°t2 etb paB PONTOPOMMNN L p_00 Pea pica PenovarcatEraat paw Gy7'tf, COLOTV M R T.L. DbJlt �YAdER f MEW 11E4StREIP , 7: &MOM RW A RfATrNI NENSTMENT NIZI3 za LOPTEOALEE50DISRmr aE d N F#gEA05pt' R.LE✓= ACE tnti'Ear" MAAR:RAI LAE L4l' 4.PEELFF 7 LA IELERPOOPERAGLas MOT FOIE ELEOERIMUILITYBOX SEM TAW INANAND NICINIMENND ISIVENIY SCREW IMAM ENIXOSIOLE 4ciTm amsanatm TDPCSAMG NIVECNrISIMER EDGE OF PA1431eft inimammoreire aFtwirenow IAfltyg POOR COMM Miaow LINOMPOSEMEIGEOPOT Property Address: 1160 N.E. 91 TERRACE, MIAMI FLORIDA 33138 MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740 -3319 FAX #:(305)669 -3190 LB #6463 Accepted By Survey: A -10362 B.ft. _ .NnvTEO PAGE 2 OF 3 Legal Description THE EASTERLY 30 FEET OF LOT 20 AND ALL OF LOT 21 AND THE WESTERLY 5 FEET OF LOT 22,BLOCK 2,OF WATERSEDGE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9,PAGE 141, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA, SU1 VEY ER C6:N Esis'flON : 1 HEREBY CERTIFY THAT THIS 'BOUNDARY SURVEY' IS ATRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THIS COMPLIES WTH THE NHN ttAUNI TECHNICAL STANDARDS AS SET FORTH BY THE STATE OF FLORIDA WARD OR PROFESSICNAL LAND ' °`" ' •. ;a.�: 00217 -E FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA FOR THE FIRM MIGUEL ESPINOG4 '> STATE OF FLORIDA- R&M_ NO 5101 NOT VAUTIINIMIOUT AN AUTHENTIC ET.ECTRCNIC SIGNATURE AND ALITHE7NCCATED EE PROTECSEAL _:Nt5•98P HD' VELIDWRNpl1- THE 5 W, 4FCRIG. AN. RG AEl .:,EA, 6lICEUP$D 141.,f[br 1 MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH Street Suite 3110 MIAMI,FL 33157 PHONE: (305) 740 -3319 FAX # : (305)669 -3190 LB # 6463 Accepted By Survey: A -10362 PAGE 3 OF 3 us. DEPARTMENT (, - HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emerge, M t arement Agency National Flood Insurance Pram Important Read the Instructions on Pages 1 SECTION A - PROPERTY INFORMATION Al. DIANA A D E VILLALOBOS A2. Building Street Address (Including Apt,. Unit, Suite, and/or Edo. No.) or P.O. Bouts and Box No. 1160 N.E. 91 TERRACE Y MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., Residential, Non - Residential, Addition. Aoressorv, etc. A5. Latitude/Longitude: Lat N25 °51'578" Long. W80 °10'422" A8. Attach at least 2 photographs of the building If the Certificate Is being used A7. Building Diagram Number 8 A8. For a building with a crawl space or enc(s), provide N/A a) Square footage of crawl space b) No. of permanent flood openings in s ft enclosures) walls within 1.0 foot above adjace�g 1 c) Total net area of flood open in A8.b 576 sq 81. NFIP Community Name & Community Number 120652 1 82. County Name I B3. State MIAMI -DADE COUNTY FL I 84. Map/Panel Number B5. Suffix I 9/11/2009 FIRM Index 87. FIRM Panel 0093 1 L Date Effective/Revised Date 1 9/11/2009 I 11/2009 1 89. Base Flood Elevation(s) (Zone AO, use-base flood depth) 8 1313. Flood AE Zone(s) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In item 89. ❑ FIS Profile _1 FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 89: Ice NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ( ) ❑Yes :. No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Butlding elevations are based on: 0 Construction Drawings• ❑ Building Under Construction* ■4 Finished Construction *A new Elevation Certificate will be requhed when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete items C2.a -g below according to the buildinng diagram specified in Item A7. Benchmark Utilized Vertical Datum NGVD1929 Conversion/Comments a) Top of bottom floor (including g basement, crawl space, or enclosure floor) 5.92 b) Top of the next higher floor N/A c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Higheet adjacent (finished) grade (HAG) f) g) Certifler's Name MIGUEL ESPINOSA SECTION B - FLOOD INSURANCE RATE MAP _Horizontal Datum: ❑ NAD 1927 -� NAD 1983 to obtain float insurance. 4.82 5.56 4.72 4.52 A9. For a building with an attached garage, provide: a) Square footage of attached garage 200 sq ft b) No. of permanent flood openings In the at garage walls within 1.0 foot above adjacent grade c) Total net area of flood openings In A9.b �1 /A sq in Check the measurement used. feet ❑ meters (Puerto Rlco only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto FM= only) feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) (FIRM) INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by low to certify elevation Information. l certify that the information on this Certifi ate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. License Number 5101 Title PROFESSIONAL SURVEYOR & MAPPER Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. Address 10865 S. .1 r - Suite 3110 City MIAMI State FL ZIP Code 33157 ' ate 9/30/2009 Tel � t 305- 740 -3319 =EMA Form 81 1, February 2006 See reverse side for continuation. OMB No. 1680 -0008 Expires February 28.2009 For Insurance Company Use: Policy Number Company NAIC Number Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (Including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1160 N.E. 91 TERRACE City MIAMI State FL ZIP Code 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community otticial, (2) insurance agent/company, and (3) building owner. Comments : Signature Date SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZON A (WITHOUT here if attachment BFt'c) T BF s For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the Lowest adjacent grade (LAG). a) Top of bottom floor (Including basement, curl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 8-8 with permanent flood openings provided in Section A Items 8 and/or 9 (seepage 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or (] below the HAG. E3. Attached garage (top of slab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: if no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yea ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements /n Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and 09. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -Rued or community- Issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) Is provided for community floodplain management purposes. I G4. Permit Number I 35. Date Permit Issued I G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement 38. Elevation of as -built lowest floor (Including basement) of the building: . .0 feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments FEMA Form 81 -31, February 2006 City Date Title Telephone Date Telephone 1 :' , .Fpt.s*o**oii*ifi*:L:... .. : F State ZIP Code gbegklmiffidischnionta 1 Check here ff eta hmenu Replaces all previous editions 1 ®0. J �1 0 J RP WV NO ID NE 91 TERRACE LLLLL LLLLLL LLLLLL LLLLL LLLLL 1 LLLLLI2 t g LLL1LLLLLI LLLEI LLIN�.I. LLLLLLLI°[ LLLLLLLL[ LLLLLLLLL L1420.so'LLLL FP y,'0 NO ID 8 18.00' ASPHALT PAVEMENT NE 91 TERRACE 18.00' ASPHALT PAVEMENT FIF We 888.00' BC. NO ID 40' RP r0 NO ID 8 1 O J RP W0 NO ID NORTH SCALE: 1/20 Property Address: 1160 N.E. 91 TERRACE, MIAMI FLORIDA 33138 RURVSYDR'S CQR1RRCATiO41 : I HEREBY CERTIFY TNATTHFS'BOUNDARY SURVEY' 1S A TRUE AND CORiRECTREPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THIS CDMPUES MTh THE MMMUMTECHN;.ALSTA . - AS SET FORFN B'+ THE STAFF OF FLORIDA BOARD CF PROFE93t NAt LAND StIR "�'- :a,,.;' "• .r'; StGl?.e FUD.4IDAADMINISTRATIVE CODE PURSUANT TO V2.1227. FLORIDA SIGNED MIGUEL ESPINO STATE OF F LO FOR THE FIRM P.SM NO. S101 NOT IOW 'AMR]UT AN Al-MIMIC ELECTRONIC EIORAT RE AND ALRHMITICCATED @ECTSCYnIC SEAL A)\DOR 'DEAAP a NO VALID WRHDU ' THE SIGNATIMIEAtS'4ECIRIE. NAL AIDED EE&. CF ALICEN^..D5IM4EYOR AND NAY4R Notes: NO NOTES MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190 Street Spite 3110 MIAMI, FL 33157 PHONE:(305) 740 -3319 FAX #:(305) 669 -3190 LB # 6463 Accepted By Survey: A -10362 PAGE 1 OF 3 Apr 08 10 03 10p 3053824546 3053824 941071019 04.06 954 - 5245729 GLAVOVIC STUDIO - 2 01,2 12:41 PM K I EisoP0 954 • rt „ iww5as"' —APPLIED 1 ` RESEARCH LABORATORIES 5371 KW. 1 Mat STREET • MIAMI. FLORIDA 33014-8223 Welaeile: www.erf- testmeta • Ernst athe't04ol.com • PH. (305) 004.4ano • RA70 (305) 024 April 11, 2001 Mr. Kira Nothard President Kid Safe Pool New 215 SW 14 Way ' Fort Lauderdale, FL 33312 RE: 11N 30137 Dear Mr. Nothard: Your Certification Report and Follow-up Service Proc be forwarded to yen upon completion. If you him any Cordially, A7a1a E. S art Director of Engineering A.I?IS /tn •• ••• • • ••. • • • • • •. • • • • • • • • • • • ••• • • • • . • • • • • • • •• .• • • • 000 • • • 000 • • • •• • • • • •• • Ong ' � �• `J ze FAX (954) 5234189 The safety net wet tom to BUMS compliance with AS TM F-1346-9-1,-Standardl i; ce Specification for Safety Covers and Lab 41ng Requirements for AU Covens for Swimming Pools. Spas and Hot Tubs" and the work was per flamed under the above referenced ARL f31e number. The model that was tested =around to comply with the standard is track steed *Mid Safe." This letter wW serve, as confirmation that thcse units arc Listed by ARLeffeelve Mailt30 2(lfl•tAld you are authorized to label your projduots with the ART. Listing Mark, This letter to regarding the safety toasting of your Pool Safety Net. 'As yo t mow, tilin test a :. has been successfully completed. • • • • • • • • • •• ••• •• • • • •• • ... TESTI FOR CONSUMER SAFETY • • • • • • • • • • • • • • •• • • ••• • • • • • • • • •• • • • • • • • • • • • • Apr 08 10 03:10p 3053824546 114/97/ 04 :06 954 - 5245729 Maim Het Mesh Size: Braid: Net raid Tension Lines Nylon Pulleys Net Strength: Expected life: Installat Fittings Surface Mount plates Flush Mount . Anobor Hook. s4 Product Specifications 3.5 inches (Required to meet ASTM 1346 -91 Standards) O WM Polyethylene with V inhibitors built in for poIonged Iifespan Inch 3/S Inch 2 Y. Inch Body Length Pulley Wheel, 1 Inch diameter, 5/16 Inch width Tested up to 485 lbs for ASTM 1346 - 91 standard Between 7 to 10 years • 3.5 inch plate with two anchor positions and two screw holes Glass filled nylon for increased resistance to sun and chemicals Available in Grey, Terra Cotta and Beige (cream) Y. inch diameter barrel with flanges 1.5 inch depth - Elms . or Glass filled nylon for increased resistance to sun and chemicals Available in Grey, Terra Cotta, Beige (cream) and B 4 rum Stainless Steel wire hook Alternate Anchors 1/4 inch x 2 inch-Stainless Steel eye bolts inch Stainless Steel drop anchors tainless Steel S- hooks (Gate hook), min .141 t 1,5 inch ••• •:• • • • • • • • • • • • • •• ••• ••• • • • • • • • • • • • • • •• •• ic;c1 Sckfe Pool Nets •• ••• • GLAVOVIC STUDIO • •• • • •• • • ••• • • Y • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 3053824546 • •l• •• • 3 10I SW 3RD AVENUE • • • •. • • • • • • FOI{T LA Fk 3 •• • • • ••• • • • • • 23 C5 1 '� • T& KREkK866463S700 . FAX: 1 wtu i : vrww.iddsdfepoo(nett.cont p.2 PAGE 01/63 0. Csf w c (.1 co 0 H • "i 8 0- a 0 a l sr- rs. (5, o s cc co 0 0. 1C;41 Safe Pool Nets. THIS MANUAL SAFETY CEIVER COMPLIES WITH ALI. .; • - 1.866.463.57 wvinffikid • • • • • • • • • • • • • • • • BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) 4) 1 A Iva O p 1 C J.A Phone # 305-1a 00 Owner's Address 1 1 6 0 • e ot1 me !e e 4ee City Po )) rn i SLyte state PA— Zip 33 j ?, Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) City Miami Shores Villa e FOLIO / PARCEL # Is Building Historically Designated YES NO fee v m poo) S Contractor's Address 6o 31 s . ( 1 C+ City OVA / iA 1M ■ State Z. �I IMIv1 � ?l,-Qr) State Certificate or Registration No. C P C E -MAIL: Contractor's Company Name Qualifier Name Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Type of Work: ❑Addition Alteration ['New Describe Work: rtn L p 1 tot Phone # 1160 k.E, al te, C � County Miami -Dade Zip 3 ' S Zip Phone # 33)&e Square / Linear Footage Of Work: Permit No.. 10 "33c) Master Permit No.Pj FPI 0 s Phone # 0 110 -61 Phone # 3b 0) 17-- d l S Certificate of Competency No. ❑ Repair/Replace ❑ Demolition * *** **** ** **** r *** * ** * *** r** * * **** *** ** F ees * * * ** ***** ** * * * * ** *** *,��r�x****�r ******** **** Submittal Fee $ Permit Fee $ -2V 5 3 .Ph 7 • CC F $ CO /CC Notary $ Training/Education Fee $ 0.DU 4 rechnology Fee $ 'Scanning $ 6-0U / Radon $ JDPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ X (a0 Zoning $ See Reverse side -> hl MAR 0 2010 • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 2 da of ea.._ 0 R p 64/20• who ' 3 ; r', d n( t1�Dit�iswignh#s®m�iq p ' ..P ad take an oath. Bonded Troy Fain • In auranae, Ina, 800.36 5-7019 NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The foregoing instrument was acknowledged before me this '' 126 4 y2,L � tJ' C mmigg ® e 8f o $$ ?k) xpirres Jun® , asdpi#tip,�,M,p 6e an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *,r******* **** ter,nr*, ,r*,r +*,ter,t*** ** * *** ter **,r**,r,r,r, ,r,r, ,r,r** *,r,nr,r,r rrr**** *** ** *,r*****,rr,trr*** *** ***** *** * *,r,r, *** ** y/.2//ev Plans Examiner Engineer Zoning 4 Inspection Number: INSP - 136936 Permit Number: PL -3 -10 -330 Scheduled Inspection Date: July 09, 2010 Inspector: Hernandez, Rafael Owner: GARCIA, DIANA Job Address: 1160 NE 91 Terrace Project: <NONE> Miami Shores, FL 33138- Contractor: DREAM POOLS OF SOUTH FL Building Department Comments July 08, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Pool - Private Phone Number Parcel Number 1132050010450 Phone: (305)910 -9595 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments (97a2 Page 1 of 11 BUILDING PERMIT APPLICATION FBC 2004 Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) City Miami Shores Villa!e FOLIO / PARCEL # Is Building Historically Designated YES Value of Work For this Permit $ Type of Work: DAddition J Alteration Describe Work: Notary $ Training/Education Fee $ Scanning $ . ( )0 Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) PlAitsita 6.47f47 Phone # 7 — i / 00 P Owner's Address I I AD _ r q 1 felfie4ci _ City 1 )T3in.1, .�� ,n,c r -State 3 1 31 fiKo 41 Zip rss1s5 County Miami -Dade NO Contractor's C o m p a n y Name f., i ML•ift2 �/(G't //�ic�I Contractor's Address ((24 0 / golL'7 ',Q,jj' eG4013ec C' City 410 ,q►2GU11`9 State Ft. C.ed7 S i Phone # 30 S gc- Qualifier Name Fe— An Coen meet-4- Zip Phone # Zip '33 0 Phone# 21j -- L /I Certificate of Competency No. MAR 3L 21 ®em eemes®e019 Permit No. Master Permit No. 1O - 3� State Certificate or Registration No. £C — 1 3 7 0 0 Z C E- MAIL:x/✓IVirel.- 2 f 8q C4) (3611 500 T Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition r, r, r, r, t ,t,r,r***** +,r**t,r+r,r*** *, **** *** **** * *F , ,r,r*** * * *** **** ** *w,r** *,r,nr,t, *** * * **** **** Submittal Fee $ Permit Fee $ '-" CCF $ 0- o Technology Fee $ CO /CC DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 31 '(DJ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (Revised 02/08/06) Owner or Ag itf The foregoing instrument was ackn 4 before me this �° day of ,20 iO,by wh 's personal kn to me or '4 o has pructd t As identification and who did take an oath. NOTARY t • eida Beltran • 1111 Commission # DD54122 • ' 7,2010 Alit Bonded Troy Fein - Insu Inc. 800.385 Sign: pp� Print: 1- e l (14 I?e ( +� My Commission Expires: APPLICATION APPROVED BY: Contractor The foregoing instrument was acknowl, dayof YKt` ,20)0,by Si Print: My Commission Expires: before me this 20 i t wh r . produced t t- .4491tfitittiblakiVgdid take an oath. l ee 17, 2010 u ' Troy Fain • Mein, Inc. 800 rear,t**** ****t*** * ***** r *rr, *** *, *** **** **** sear*** ** * ** *,r, ****** rr*** *,r** **,r,r,r*,r*rrrr*** rear*** *** ******** *,r**** ** Plans Examiner Engineer Zoning 1 Inspection Number: INSP - 139568 Scheduled Inspection Date: July 14, 2010 Inspector: Devaney, Michael Owner: GARCIA, DIANA Job Address: 1160 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: F JIMENEZ ELECTRICAL CONTRACTOR, INC Building Department Comments July 13, 2010 For Inspections please call: (305)762 -4949 Phone Number Permit Number: EL -4 -10 -556 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Pool - Private Parcel Number 1132050010450 Phone: 305/556 -5759 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments THE GATE ON THE RIGHT SIDE IS ALWAYS OPEN. PLEASE TAKE A LOOK. THANKS c/z-- Page 7 of 20 4 o.• Inspection Number: INSP - 139570 Scheduled Inspection Date: July 08, 2010 Inspector: Devaney, Michael Owner: GARCIA, DIANA Job Address: 1160 NE 91 Terrace Project: <NONE> Miami Shores, FL 33138- Contractor: F JIMENEZ ELECTRICAL CONTRACTOR, INC Building Department Comments July 07, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Phone Number - 329 Permit Number: EL -4 -10 -556 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Pool - Private Parcel Number 1132050010450 Phone: 305/556 -5759 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 9,v-7:3 f'‘7 Page 2 of 19 Inspection Number: INSP - 150849 Scheduled Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: AARONSON, GLORIA Job Address: 9333 NE 9 Place Project: <NONE> Contractor: AMERICAN STORM PROTECTION Building Department Comments November 22, 2010 Miami Shores, FL 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: WS -9 -10 -1588 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050070080 Phone: (305)264 -0446 INSTALLATING 14 IMPACT WINDOWS AND 1 IMPACT DOOR Passe y /l� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 8 of 31 j gdio- rozo 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 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): —3 G! ! I C I. y Address: G f 3 3 AJ C. / /GLOP City: 14 4'M i SN?2Q:'S State: Zip: 3 3 /3 Tenant/Lessee Name: Phone #: Email: City: Miami Shores County: Miami Dade JOB ADDRESS:._ -, 9,3 / 04- Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: ?,79Al21C44/ STS/ ?ri, e)f Address: 7, `/ o S /6 ST City: 1.4 //9 State: Qualifier Name: O nJci b 4,0 R O eV r / 7 aJ (� Z Type of Wor;: ❑Address ❑Alteration ❑New Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Double Fee $ Structural Review $ Master Permit No. ❑Repair/Replace Flood Zone: Phone #: Permit No. J1! S - /589 Phone #: C;A .0 7 VS Zip: 331 3? Folio/Parcel #: Phone #:C0S") (1.).'1 ?30 Zip: 33/ -rr" Oar) ticyti 5007 State Certification or Registration #: CSC- /6/ 3.1..) 7` Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 160 — Square/Linear Footage of Work: ❑Demolition Description of Work: /S/077 t AA A ! , f e F. e : t °,[ COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: 4 CCF $ CO /CC $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ TOTAL FEE NOW DUE 53 o CID 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 REeORDING 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 Owne The foregoi'g instrument was acknowledged before me this 1.4 T day of II.0J ,20 / �d /iE E3R.Ady ?who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Al . —LA 111 ■14 or Agen My Commission 338.0153 rortda **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * ** ** * ** APPROVED BY %i� / Plans Examiner (Revised 07 /10 /07)(Revised 06 /1 0 /2009)(Revised 3/1 5/09)(rev6/4/1 0) Structural Review Signature Contractor The foregoing instrument was acknowledged before me this /.2 day of A) , 201 W, by ,..3 koalt/a/Zi who is personally known to me or who has produced as identification and who did take an oath. NOT.: '.; • 4111111110-_-4500011k, ....- , 1 , 7 i' 1° 114 f f 7 14 nissiQn E x p i r e s : ; , ? ;, ,7214 October 21, 2011 Sign O 1) * * * * * * * ** * * * * * * * * * * * * ** Zoning Clerk BUILDING PERMIT APPLICATION FBC 2004 Contractor's Address 7970 SW /G c 7 Value of Work For this Permit $ / t D DO Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofing U y� Owner's Name (Fee Simple Titleholder) // ' " .b Phone # f) `Z aS - 6 3 IC Owner's Address 9 333 N C 9 744 IAC c City /ii AM/ 5/!o r S state Zip 33 /- e Tenant/Lessee Name Phone # Permit .No. Y i 0' t 8 � Y Master Permit No. Job Address (where the work is being done) '333 / t1 E 9 /aez City Miami Shores Village County Miami -Dade Zip 33/3 P FOLIO / PARCEL # / 1. 3265.007- 0Q $ O Is Building Historically Designated YES NO V- 0 40 c /2 S 0 OD -- ET.V Contractor's Company Name _ de_eCA+t) S1hi?H d 7 d n Phone # (a o.) 'T2 4.9309 City ti /A /Li State Zip 3 Qualifier Name Name N G r-( p '' . Phone # � 3o �� #9'/ -V107 '7 State Certificate or Registration No. CGC. /S / 3)-7 V Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: 2 4 /0 YIE 3 Type of Work: [Addition DAlteration [New A. Repair/Replace [ Demolition Describe Work: /� o c,JS (I) / do - ************* *********** ***** ********** F eeess ******qua:***:x *a:*** ** * * ** z ****** * ****** ******* Submittal Fee $ c ' Cl---) Permit Fee $ � 0 CCF $ CO /CC Notary $ PA4 T r ning/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip` Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI.ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will `be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. P 0_,I t l i t ii9it. I O " Agent The foregoing instrument was acknowledged before me this day of x771` ,20 Q, by Sj /,c BQ AUy who is personally known to me or who has produced As identification and who did take an oath. NOTARY P Bea 'FlGUiERBDO %=vMISSION # DD72670g T- S October 21, 2011 Contractor Nj The foregoing instrument was acknowledged before me this Au, day of a 7 , 20 ZAL' , by --To Nc ,) - i ffho a , who is personally known to me or who has produced as identi c d tig ke MY COMMISSION # D0726709 EXPIRES October 21, 2011 Sign: _�_�!: -�'�i t[sY. pia . .,. � Sign: Print: y /A . 1 1 (-) ef'CGl D Print: ES-El%) i A f/ rJfireG1n My Commission Expires: e- Y P OG)`` �/ �o // My Commission Expires: � 7`� ad /1 * * * * * * * * * * * * * * * **.******* :: ****** **************:x*** * **** x******* :******** ********* *** *** * * *** :************** APPLICATION APPROVED BY: 4�C.J ifF./C) (Revised 07 /10/07) Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11. 3205. 00 7- oo O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STA, - 'ORI A, THE UNDERSIGNED hereby gives notice that improvements will be msgp4p;; property, and in accordance with Chapter 713, Florida Statutes, the folio/told • = tibrs 01 is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: 9. Expiration date of this Notice of. Commencement: Signature(s) of • �(s) . Prepared By Print Name s Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instru ent es ackr}o edged By .. r e- ❑ Individually, or ❑ as for ❑ Personally known, orroduced the foll • ing type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. WCTNESS r On HARVEY RUVI eV - Vt.) do'w 7:nU T OF i D 'Ms is . a :' ti ,A020 Icial Seal. , of Cfn uft t' 4 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and phone number. 797osu7 Signature,) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager w s i By 123.01-52 P '1 ' 10/09 1111111 11111 11111 11111 11111 11111 11 11111111111 CF N 2010R0!593207 OR Bk 27406 Ps 3114; (1as) RECORDED 09/01/2010 13:24:48 HARVEY RUVIII, CLERK OF COURT MIAMI -DADE COUNTY/ FLORIDA LAST PAGE Space above reserved for use of recording office 9333 1'C 9 �L M/ AMi St €s FL33t3 IM r> t D� _ X331 :or Ti . 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: .C.J // 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 Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. Deco R.. (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. r Owner(s)' Authorized Officer /Director /Partner/Manager Prepared By Rooki GcJ& 'Z.-- Print Name 7970 5 /b ST ,'l441/ - Title/Office ore me this o27 day of A o3 t1 ST . c:1 /f, YE 1A FIGUSIMO Al MY COMMISSION # 007289E19 EXPIRES October 21, 2041 o signed above: By Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,656 Lot Size: 7,500 SQ FT Year Built: 1949 $51,500/ $85,928 5 6 53 42 PL OF GOVT City: LOT 4 PB 5-90 S75FT Legal OF W100FT LOT F LOT Description: SIZE 75.000 X 100 OR 14299- 74210891 COC 22547 -3038 08 2004 4 Year: 2010 2009 Mailing Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Market Value: Value: Value: Regional: $51,500/ $85,928 $51,500/ $82,315 County: $51,500/ $85,928 $51,500/ $82,315 City: $51,500/ $85,928 $51,500/ $82,315 School Board: $26,500/ $110,928 $26,500/ $107,315 Folio No.: Y-i!1.31!ltrigt -..:f� . =MI Mailing GLORIA AARONSON (LE) ddress: UUE BRADY (REM) $126,630 333 NE 9 PL MIAMI Market Value: HORES FL $500 3138-2973 MillIMINE 2010 2009 Land Value: $90,099 MMEI :uildin. Value: $126,630 •136280 Market Value: 02 $500 ear: 2010 2009 • r�. ;:._ $25,000 $25,000 1 02 $500 Miami -Dade My Home miamit de.tq' ov Show Me: Property Information Search By: Select Item Text only My Home Property Appraiser Tax Estimator II Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: ACTIVE TOOL: SELECT Aerial Photography - 2009 My Home j Property Information I Property Taxes 1 My Nelahborhood 1 property Appraiser Home I Using Our Site 1 Phone Directory I Privacy Disclaimer 0 110ft If you experience technical difficulties with the Property information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 2 Legend Property Boundary Selected Property ele Street Highway Miami -Dade County Water W E S http: / /gisims2. miamidade .gov /myhome /propmap.asp 9/8/2010 y � y { .T 4 : —, a � � 37x38 FL5823 -62.2/4-46.5 tt ,31032. -oe Cs 3tio L-7067.3 8 uvi(flut,L,s L520 SEE REVISION A 103 lot9Y% 5 fLet DO 2 NUT boNE + • • • • ** • • • • • s• • • • • • • • • • • • • #7. 30x63 FL5823 -62.2/+46.5 41.53x5o 45.53 rt..12248.t 11322 48.1 .b2.2446.6 - 62.2)+415 44.31ht 3f3 f 40. 43.3"k38 fLiobl.3 4. 46.5 °.L1 41.53)6o #1.53x50 ci-122 FLi22.146.1 4."' -621+ 1 465 C O Height Tributary Area (sq. ft) (ft) 1 (ft) 1 10 1 15\ 20 25 30 35 40 45 SO (. ,� ' 46.5 62.2 45.2 -59.8 44.4 -58.0 43.7 -56.7 43.1 -55.6 42.7 -54.6 41.6 -45.5 41.9 -53.1 41.6 -52.5 16 .1 . 45.0 44.3 43.7 43.3 42.9 42.5 42.2 - 49.8 - 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 -50.5 -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 -51.1 -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 -51.7 -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 -52.2 -66.1 -63.5 -61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 -53.3 -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 -54.3 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -55.2 -69.8 -67.1 -65.1 -63.6 -62.4 -61.4 -60.4 -59.6 -58.9 51.6 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -56.1 -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 -56.9 -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 -57.7 -73.0 - 70.1 -68.1 -66.5 -65.2 -64.1 -63.1 -62.3 -61.6 53.7 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -58.4 -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 -59.1 -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 59.8 -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 -65.5 -64.6 -63.8 55.6 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -60.5 -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 56.7 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -61.7 -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 -62.8 -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 • -770 •-75.4• • -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 I re.. • e61.• •59 ' • 50 57.7 56.9 56.3 55.8 55.3 54.9 • • • 12. :78a • s-76.6• -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 • • • %2.2 •60.1 _ :5941, 58.59 57.8 57.1 56.61 56.1 55.7 •v • • • �3.3 • -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 Mean Roof Height Tributary Area (sq. ft) (ft) 1 15 20 25 30 35 40 45 50 13 46.5 50. 45.2 -49.2 44.4 -48.3 43.7 -47.6 43.1 - 47.1 42.7 -46.6 42.3 - 46.2 41.9 - 45.9 41.6 -45.5 16 47.1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 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 -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 -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 -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 -53.5 -52.2 -51.3 -50.6 -50.0 -49.5 . - 49.1 - 48.7 -48.4 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 - 49.7 -49.4 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 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 -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 -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 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 -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 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 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 -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 -65.5 -63.9 -62.8 -61.9 -61.2 - 60.6 -60.0 -59.6 -59.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 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 -67.5 -65.8 -64.7 -63.8 -63.0 -62.4 -61.9 -61.4 -61.0 I GN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") • • • • • DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") Emma T. Mellinger, P.E 2007 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7 -05 FOR B ! 1 l ` GS F HEIGHT OF 60 FEET OR LESS (954) 784 - 6991 (954) 7815708 fax pnnga(8c5es.com 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 OB SITE 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: 11 (General Residential and Commercial Contraction). 3 Importance Factor. 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 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 corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, 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: February 24, 2010 General Notes • • • • • 1 These tables are not valid as a site - specific drawing • • • • • • • • • • • • • • • • • 2 These tables are only valid when signed and embossed with raised impression sealeby Bmma:. Mellinge% r.E.• • • • • • i 3 No alterations or markings on this document are permitted • • • • • • • • • • • • 4 These tables apply to walls 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 inj %applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be repirtact in while c $art • althouttier emits written consent • • • • • • • e• •• I •i• �' •• • Florida Building Code Online 1 of 3 COMMUNIT PLANNIN 1 HOUSING d; COMMUNITY DEVELOPMENT /EMERGENCY MANAGEMEf http : / /www.floridabuilding.org/pr /pr app_dtl.aspx?paran = wGEVXQ... B5 Home Log I ! User won 1 Hot Topics E Submit Surcharge Sears & Fares I Macadam I Fec Staff 1 B Ste Map I Links I semen FL # Application Type Code Version Application Status Comments Archived Ad 1 Authorized Signature Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Product Mmoval Mefu > R duct or Anofiratbn Sean3f FL5823 -R4 Revision 2007 2 Product Manufacturer Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 cc Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Elttity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received CYCA PRQt!({ANS COMPACTS, r l.CA HOME! • • • • • •••• • • • • •• • • •• • • • • • •••• • • • • •••• •••• • • • • • • •••• •••• • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • •• • •• • • port from a Florida Registered Architect or a Lh Hari onal Engineer Evaluation Report - Hardcopy Received Certificate of Independence FL5823 R4 COI 510484A (Eval Rep SH -8100 Impactl.odf Referenced Standard and Year (of Standard) Mandaril Yew AAMA/101/I.5.2 -97 1997 AAMA/101/I.S.2 /A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 • • • • • 8/26/201011:07 AM FL * Model, Number or Name Desa 1ption 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of use Approved for use in Approved for use outside Impact Resistant: Yes esign Pressure: +75/ Large Missile, HVHZ: Yes HVHZ: Yes -75 :. , +/- Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01,pa • Verified By: Roberto Lomas 62514 • • Created by Independent itird .y: Yes *6. . • • • Evaluation Reports • • • • •' • FL5823 R4 AE 510484A•fEval•Rep SH -8t impact).pdi • Created by Independent 'tjtjrj13 y: Yes • • ••• 5823 SH -8100 Vinyl Single Hung . • SH -8100 Vinyl Single Hun) • • fg U ..; of Use pproved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other. Large Missile, 53x76, DP +/- 67.5 psf. • Installation Instructions FL5823 R4 II CWS -1554 LSit-$!00 Impad:)?I ••41 FL5823 R4 11 DuPont PVB 05 -1208 %2.pdf • £4pA FL5823 R4 II Mikron N(R 06 220 01.pdf Verified By: Roberto Lom>i's 62514 ' ' "' Created by Independent Th ird • Peaty: Yes• ••4 Evaluation Reports • • • •••• • FL5823 R4 AE 510484A (Eval Rep SH- filtAirllpact).pdf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Singe Hung w/ Heavy Duty FMR Limits of Use Approved for use to HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +1001-100 Other: Large Missile, 52° x 72', +/- 100 psf. Installation Instructions FL5823 R4 II CWS -369 (SH -8100 Impact 52x72 100 DP1.pdff FL5823 R4 II DuPont SGP NOA 07- 1116- 04.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP).pdf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Singe Hung Oriel Window w. HD FMR, 5 HI sash. Limits of use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +67.5/ -67.5 Other. Large Missile, 52° x 96° w/ 5 HI sash, +/- 67.5 psf. Installation Instructions FL5823 R4 II CWS -295 (SH -8100 Impact 52x96).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 Q2.pdf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96).pdf Created by Independent Third Party: Yes Florida Building Code Online li ttp : / /www.floridabuilding.orglpr /pr app dtl.aspx?param wGEVXQ... Equivalence of Product Standards Certified By Sections from the Code Product Apia Method Date Submitted Date Validated Date P ng FBC Approval Approved Inmany of Products Method 1 Option D 12/19/2008 01/05/2009 01/09/2009 02/03/2009 ••• •• • • •• •• • • • • • • ••• • •• ••• • ••• • 2 of 3 8/261201011:07 AM 75" MAX. OVERALL FLAWS meow 74 MAX HUNT wr HEAR 33 ear A OVERALL FLANGE HEWN ea 31w MAX WET HEWN 24 for MAX. SAEI1 HEIGHT 53 tt9' — MAX. OVERAU FLANGE WICM4 51 719" MAX. IRMT WIDTH 47 row OLA58 01.0 MAE MASS OL0 60140 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.-1 ANCHOR SCHEDULE & NOTES.. « ..._.2 OP CHARTS & GLAZING DETAIL 3 SECTION VIEWS . .4 EXTRUSIONS S EL0.14..,. .. , & INSTALLATION DETAL 6d (SHOWN 31ST GLASS GLASS DLO 33111W WAIN 0.0 • 53 SNIP OVERALL FLANGE 52 VW' AUX LAST HEIGHT 24 5+15' MAX, SASH HEIGHT • • •• . •. • • • • • • • • • • • • • • • • • • 6 HI SASH ORIEL 53119" MAX, OVERALL FLANGE WIDTH 51741' MAIL MT WIDTH 47 11115' 04ASSDLO MUM GLASS OLO 4 HI SASH ORIEL • • • • • • • • .• .. • • • • • ••. • • • • • • • • • • CLAN ar GLASS 01.0 • fA TIONCONTAINE BB tlM COMMANUL T1GR ON VG ME IMNDOW SYSTEMS. ANY REPIMPACTION WRITTEN CF CUSTOM S STEM,00IC�0 ..• • • • • ... • 1. NE PRDDItCT SHOWN NERE1N 13 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING C CII ENT EDITION 2. GIA2010 OPTIONS: (SEE SHEET 3) 3. DONFr "OW. I. WA N PRESSURE RATIN& (SEE TABLES -SHEET_ EETT 33) WE DESIGN LOADS EASED ON TESTED GS AND GLASS TABLES ABTA! E 1300.. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND •'G ASS TABLES ASTM E 1300. &. ANCHORAGE: THE 33113% STRESS INCREASE WAS 1407 BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 64 FOR ANCHOR DETAIL. 8. SHUTTERS ARE NOT RESUMED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL ANT SEAM SEALANT USED AT FRIED MEETING RAG. AND JAM 0. REFERENCE TEST REPORT& NCTL.210.9988.2 , NCTL•2104168.4A, NCTL.160185-3, N OTL,210$18648 0. BERIES I MODEL DESIGI4TIO N S1 6100. 10. WOOD BUCK OR STUD FRAM TO BE MEOW AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE, BUCK AND FRAMINS 18 REBPONSIBIUTYOF ARCHITECT OR ENOAARER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR TIE FOLLOWING: X. OPERABLE SASH, 0 ■ FIXED SASH 12. SECTION CALLOUTS FROM B0UAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SS61AR LOCATION. 3 F L MAX WIDTH 35 314' MA1t WW1 IMOTM 310115• GLASS DLO MAX OVERALL FLANGE MAX UAW HOW MAX SASH HEW' WLA7S DLO WOE MASS 01.0 .....� E4. _ •• ,_ lci f� ; i 44TH AVE. FLORIDA 34474 .. •. :�. Idal. ;_,_ .. N0. MGM INSTALLATION ANCHORS TYP. GEE NOTE 2 V t i M o.C. MAX as •F Ri�i�•Po1N (EPl cF10 FOR TBO.P,) • • ••• • • • •• • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • •• • • 6 • • • • • • • • • • • • BEE NOTE 2 MAX. O.C. • • • • • 8.• •t. • MN SW O.C. SEE NOTE S MP) r_l_ir �� •• • • • •••• • • • ••• • • • • • • • • T • • • • • • • ••• •• IN STALATNON ANCHORS TYP. MAXO.C. NOTES: 1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. a MINAS RECTO AT EACH SET OF NSTALLATKMI ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114*. USE SNP WHERE SPACE GREATER THAN 1116" M PRESENT. 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HKO1 DENSITY PLASTIC OR BETTER. WOOD SHIM ARE NOT 3/16" 0$ ELCO TAPCON CRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A LEN. EMBEDIIMNT OF 1 1N' INTO MASONRY RU FRAME OR THRU 1 BY WOOD SUCK INTO MASONRY. AMNMUNA EDGE DISTANCE OF 2 1Jr SHALL BE ACHSSVED. 5. A10 WOOD SCREW ANCHORS MUST SE Weisman LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 318" INTO2 BY WOOD BUCK. B. AB WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A NINE. MOMENT OF 1 11? INTO 2 BY WOOD BUCK FOR FN INSTALLATION 7. BEAL CORNERS WITH SWILL JOINT SEAM SEALANT 6. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. INSTALLATION ANCHORS SHALL BE N ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL , NOT BE USED N SUBSTRATES WITH STRENGTHS LESS THAN THE MN&UA STRENGTH SRECRIE0 BELOW. •••• 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL MATH THE FOLLOWING PROPERT -- - A. WOOD •MNMUM SPECS GRAVITY OF G=042 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL .: C. MASONWY - STRENGTH CONFORMANCE TO ASTM Dam, GRADE N. TYPE 1(OR GREATER). • NoPRIONV 00121210=. TIEIA :ORMATicalcO TAFEI1 COMM 01 PROPBR1 • . MOLE O OF TOI1N�MibOFi ®VMMS,.a •%• �' +Y �a'•Lti''. . : .„01Ci1f14Hk6 ANSIMMIL MPESFIC FOR MO GLASS 11441 A.B A, A, B A, B A,8 A, B A, B AB A, 5 A, 5 '61 112 +781 -76 +751.70 + 75 1. 78 +751.15 + 757.75 +6711.87.8 +6741. +67.51.678 +0711.67.8 +074 t .07.5 2514 +75/ -75 +751.75 +751.75 • 701 -75 *75/-75 +67.61.47.5 +57.51.87,5 •57.51. +87A/*614 +07.5/.71 31112 31112 30 41112 +751.70 •751 -75 •751 -75 +75 /-75 +751.75 +75/ -75 +751.75 *751.78 +751.76 +751-75 +751.78 +751-75 +751 -78 +751 -75 +751 -75 +751-75 •751.75 +75148 +751.75 •751.78 +6781.67.5 *Ent 474 +5711.871 +6741.871 +574/.07.5 +678 4871/ -67.5 +8741.874 _ •5741.874 .5711 -574 +61.01.01,5 +5741.87.5 • 611 / • 61.6 • 8741- 67.5 +67.5/47.5 +671/-07.81 •8111.67.6 •0711.67.5 • • •• • .43 • �.• +751 -78 +157 - •751,)5: +Wl5 . +8781.611 +57.51.871 •07.51 - 671 +6711.57.5 +874/•614 . • - • • 47111 +751 -75 +787.75 + 75¢ • 75 :• +87.5/ -67.1 +6741.07.0 • 5711- 57.0 +57.61.871 +871 /.57.6 • • • 01172 1 +751 -75 +751.75 _ +747- r OA/ •i� : •ii / -24. +571 /•67.0 + 811/.67.5 +6711 -574 +67.61-574 +671 7.67.0 • • • • • 1161 +75/ -75 +75/ -75 •I T. 75 +711175 .73P -75 +57,5/471 +8711 -1174 +674 -674 •57.5 1 -674 +0711.674 X 113 118179 •757 -75 «757. +751.76 +75 / -75 • 751 -75 +751.75 •751 -75 +751 -75 +751.78 +757 -75 +67.5/ -671 +57.81.57.8 +8741.874 + 57.81 -67.8 +87.51.874 +57.81 -67.5 •5747.67.5 +67.51.87 5 +574/47,5 +8711 -671 03112 +8741.674 +6747 -874 •6781.678 +67.61.674 .67.51-67.5 +87.51474 +57.51471 +87.51 -874 +6741.57.5 +61.57.671 10 +87.57.87.6 +57.6 / -074 +07.5 /47.5 +57.81 -67.5 .87.51 -674 +5711.878 +57.5/47.5 +57.57.671 +07,51.87.5 +67.61. 7.5 11 +8711 -67.8 +87.57.614 +67.51.57.5 •67.5 - 674 +87.51 -674 +67.51.671 +6741.87.5 +6711 - 571 •8711 -57.5 • 57.5 471 71112 +67.5/ - 67.8 • 67.51474 +87.51-87.5 +57.51471 +57.61 -671 +67.51 -871 +8757.671 +87.51 - 67.5 +8711 -67.5 +6747 -675 74314 +8741.671 +87.51.674 +6741 -874 +6741.67.5 +57.51 -571 +871 -574 +57,51.67.5 •67.81.671 +0741 -671 +57.51.578 23113 31173 3811$ 31171 113112 8011,1 41175 45112 47171 51112 fIpJ 1/116 80 ( •° W GM 1011 A, II +75/.75 +75/.75 •75/ -75 211 A,15 t .75/48 +151•78 •75/ -75 A,B •751. 1'+75/ - 71 *75/.75 71, +0781.075 +07 .5/.874+874/•87.8 56 too +781.76 .751.75 +751 -75 •5141 -871 + 781.15 ( /• 7; +074 /• 671 +071/ -671 +6711-871 +8741.67.5 GLA88 TYPE A +751 -78 73 +8111.671 3/r o'ERALL Ur ANNEALED GUM 6116" AIR SPACE 5118" LAMINATED 1/8• At/NEALEOOLA88 38r DUPoNTRVBINTERLAYER 111'ANNEALED/NAM • • •• • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • •• 70 6747.871 +6741471 +67.51 -67.5 +6741.57.5 TN8 INFORVATIONCONTANED MO D2 W118 THE SOLE WI 72 5YSTRAS MC. ANY TH IN PAW OA At W AIft31 PBFk4tt10N OP OU3Y� OYSTOb3, D1C.18 3/4" OVERALL 178° T@1FEREDOU168 5116' AIR /PACE 5116" LA1/8IATED 1/8° AWIEALEDOLA06 3133' DUPONTPVBINTERLAYER 175" ANNEALEDOLA66 wewv } W.. NOTE: 1.F SEE INTENDED IS NOT $HOWN.USE I4XT LARGER 88*.¢. A I UPDATED PER NEW PBC REQUIREMENTS 1 07107128 DZIGSLAEINALSIEMON • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • INIEN6ILEROVIME • • • W. • • • • • • • • • • • ZI MGM CUT AnWf IMPACT HOOKS ANNA, wieN UNIT WIND= 3138 31103653 SP MS MOOR 63' .i0,23,28,28.31,37,44,411,47,49-52,33,83.64,87.60. DETAIL A IMPACT NOOK MACAO 11 MU. NOOKS: 1 FROM UNIT EDGE TO EDGE OF HOOK. A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN ar. 1) CATCH: A) 2-112" FROM CASH CORNER TO EDGE OF CATCH. S1 A THIRD CATCH IS CENTERED IN mem IF war WIDTH ill GROWN MAN 3r. BASH AND FRAME NOOKS ARE TO ALIGN WITHIN 114'. , , , • MOTH AVE. -Ar FLORIDA 34474 Rife . SECTION VIEWS 6 ALT. FRAME -IMPACT sr. 7/7/20011 PVC FRAME FIN.028 3.110 PVC FRAME FLANGE-6031 • • ••• • • • •• • • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • � •• • • :• • 1.047 •• • • • • • ANCHOR CLIP T7 0---- yr __Lim ANCHOR CLIP, 9604 ALUMINUM 8083 -T8 a ONO' air 4 • •• • • • • • ••• nom; ` ''.� "L gk. ei, it4~,Frei,Dark. A 1:1• ......111F Deo 1 7 a 4 e 6 6 9 10 11 11 13 14 in 16 17 le 19 11 as a4 16 17 a 36 31 St 17 4 s, 4 41 44 4 11 47 4e 49 01 04 4 44 60 66 67 40 N •• • • • • • • • • • • • ••• • •• ••• •• • • • • • • • • • 1.647 s • • • • • ••• 1.100 • PVC SASH BTM. RAIL -028 •• PVC SASH MTG. RAIL4027 PVC SASH SIDE RAIL4004 REINF. FIXED MTG. RAIL -1499 ALUM 8083 T4 PVC FIXED MTG. RAIL4001 PLAN VIEW REINF. SASH MTG. RAIL -1497 FR. HOOK IMPACT (OH SRI) REINF.. S R T R 8 . -1498 ALUM 608314 PVC GLAZING BEAD -8016 ALUMINUM 6063 -18 PVC SCREEN SUPPORT - 6014 RROPI111TIeMYMlOf0010lARe1L `• *a..::: Tf R@'ORtlA110/1 /413. COMM 638MI 67 0 • MMOO.9 040 Ef R W PART MOM/ 0RC718TO11 WINDOW 0Y07@Y9, 1140. 19 PVC SASH 8T0P4029 PVC SCREEN CATCH -8013 SASH CATCH IMPACT ALUMINUM 606346 SW44TH AVE. FLORIDA 34474 COVER WELD(111.OIL) MOO MISMNDI RAIL MEWED ODTHER VA111 Ou18RFRAME CAULK BETWEEN BUCK 2i AND CPENNG BY OTHERS \ (M>N. EDGE CAST.) BYO p 4 ► P•5 0.3 0•a 0. •' • • 4 . EXTERIOR FINISH BY OTHERS PERSMIER BYBYY INSTALLER O WINDOW FRAME RAO WINDOW FRAME SILL BY NMTALLER EXFIERIOR FINISH BY comonererMASONAY BY OTHERS M VI�.ASV3OI1RIq •• •• IIMITALLAWN AMOR, DS ADRY ANCHOR. p 1f2• - -� BOOS OWN lei 6 ? EMBEDMENT) u4' MAKA4499 M omam 3 1 BY WOOD BUCK BYOTHERS — N S R LSE; Mit EMBEDMENT) CALLK BETWEEN SUCK AND OPENING BY OTHERS IIETALLATS3N ANCHOR, 911r CIA & MSONRY ANCHOR ANDIOR CUP � Mr MAX SHIM (BEE NOTE 2d9 ON SET. 2) SY OTHERS BuCg 1 N4' Cr11N, 113113EOMENT) ICBM. EDGE GIST.) • • •• • • • • • • • • • i • • O. • ' 4 a a. • • a . 44 . • a; a ► a • 44 a 4 4 ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • PERIMEiTER OAUI K BY INSTALLER ilORIZONTAL SECTION (MASONRY) WND1W FRAME BILL PBRIMETER CAULK BY INSTALLER BY FN18N1 • • • • • • • • • • • • • AMOR ••• • CLIP S4TALLAT ON ANC?KJ • • MAN!<1a MASONRY ANC OR. • • • • • • • • •• • t i B ••• .• • • WIND= FRAME JAM •►•►•• • 0•t • O ' O OO�� SONRY ---f BY (11") ALTERNATE PRECAST SILL DETAIL OUP (MASONRY) PAX SHIM 125f 3 1 (IL IT) ON SKT. ANCHOR CidP PIMMASTEN CAULK BY EXTERIOR 6 FI NORMONTAL SiCMON CLIP WOOD) OETAUATION AUCH R, NW DM. MASONRY ANCHOR. iSS ON sKr. „IN • • d► • „ ° :" � * DET SW 44TH AVE, FLORIDA 34474 :4• 4 4 4 0104c00BCRBYY •* b ,a g � CAUMETWEER BY ODORS SEALE ` NRS HN. arrak BY OTTHERS B OTHERS ( EWE CRT.) UPDA D R NTS 0 • • •• •• • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• LIM MN EDGE DIST.) CatERETEMAISONRY BY OTHERS CAULK BETWEP.N BUCK AND OPENING eV Orem EXTERIOR RION BY OTHERS PERIMETER CAULK BY MATALLEM INNERS FRAME HMO CAW WARR SCREW HEAD BY INSTALLER PERIMETER CAULK SY INSTAUER !EXTERIOR FINIM4 BY OTHERS WINDOW FRAM GILL OCINCRETMAASONRY BY OTHERS DRYWALL BY OREM • • 041 • 06 1 • all • • •• • •• • •• Is• •••• • •1 • 4166 elE) VERTKML SECTION ‘11 PRA* (htAtiONRY) EY WE* BUCK SY OTHERS DRYWALL BY 0114MS CONCRETEMABONRY BY OTHERS INSTALLATION ANCHOR. StIr MASONRY= BACKED SUPPORT • • Llat 9AN EMBEDMENT) 1/0 MAX NEM (0031 NOTE 2 & ON EMT.* CAULK utast SCREW HAD BY INSTALLERS ECATAUATION ANOHCER, NW CIA. MASONRY SOREN •INEOPRENE BACKED IAIASHER THRU SCRBY SUPPORT INSTALLARON ANCHOR, Ellr CIk MASONRY 0c0EVOtsfNEOPRINE BACKED WASHER *MU SCREW SUPPORT ROI STRENGTH sreuarum. GROUT BY OTHERS r 114 AX e (BEE NOTE ON MIT. * SILL STOOL BY OTHERS • • • • • • oi • 4 1 1 , • .; •• 0,4 gi t 10 111MV , 41111Wall _ 1.1LE • • • •• • • •• •\ • • 9 • • •;.; •i4 DEM) • ; ; • CAULK BETWEEN r XT. FINISH BY OTIEREI • • • • • • • • • • . ay & ua c EN OTHERS. • • • • • 1/4 SHIM (GEE ROTH 2 II 50N ENT. 2) CAUUC UNCER SCREE • ••• • HEAD BY INSTALLER (Vl* HORIZONTAL SECTION FREME (MASONRY) C IH AUUC MEIER SCREW HEAD BY INSTALLER WINDOW FRAME SILL PERIMETER CAME BY INSTALLER CONCRETEISINIONRY maw= M BY MYERS D .1,••• I:" • t • • • • i• • • • /I • • • • IP .4 • • • 9„ „ p . • k • 11 k ; • • b -• • IA • • OA_ ALTERNATE PRECAST ELL DETAIL BY OTHERS FRAME (MASOAMY) PEMEETER CAULK BY INSTALLER USE SOLID WOOD ' %.N• SUPPORT TO IEEE SILL gAk LEVEL BY 014MS . . 44 40.1.4 • • • . . • • •• lot • • „ , • • . O. 1,0" MAX SHIM (SEE NOTE 2 41 EON SHT. 2) AMMETER CAULK BY DOTAL= INSTALLATION ARMOR, Ettr DIA. MASONRY SCRIMAWNEOPRENE BACKED WAEtHER MAU SCREW SUPPORT EMBscoaemn 41. • •• EMBEDVIIII‘O e , LUZ e. • • WIN. EWE MEM twantandectirmaio Ri1V0) CRAWS is me sompitonter PROMIETPR NM CON.T•Pald. *WM SYNIMII, Re, Nit REPRODUCTON SI PEAT OR All A WHOLE • MITTEN P6111011001 OR CUSTOM italhIIOW SYSTPASS. V& le • • # , see c IDITERNE KNISH BY OTHERS 6114\ HORIZONTAL SECTION vigil PRAMS OV000} r 111' MAX SHEA (BEE NOTE 2 3 ON BET. ZIC (MIN EDGE CAST,) • ; 1.2EZ Mit EASEDIAME) DRYWALL BY OTHERS! 2 EN WOOD BUCK " • ev OTIOR8 • INSTAIA4 stAtiA. ; "BACKED W *MEI THRUSCREW • • SUPPORT CAULK BETWEEN BUCK AND mon EY WHIM ' Wild : 1.141 8W 44Th AVE. FLORIDA 94494 7/7/200e '7 OF 195 • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • ••• • • • • ••• EXTERIOR BY GtULK BEHIND FIN BY INSTALLER WINDOW WRAP INSTALLER PERBIETER CAULK BY INSTALLER WINDOW H FRAME FRAME WINDOW FRA CAULK BEFRND FIN BY INSTALLER MONTER CAULK BY WATA OTHERS WINDOW WRAP BY ONTAU.ER BY E XTERIOR FINISH B Y OTHERS B OTH 4 t LIZ MN EMBEDFIXWn VERTICAL SECTION SECTION FIN(WOOD) INSTALLATION > scam DAW EMBEDMENT! 2 BY WOOD OT a SUCK BY OS WOOD REW1NC1lOR L V4' MAX (0SI ($EE NOTE 213 30N SHY. 2) 114 MAX *NM (SEE NOM S 3 ON 814T. 2) 2 WOOD BUCK • • • • • • •• • • • • •• •• • •• • SHEATHING BY OTHERS • • •• ••• •• • • • • • • • • • • ••• •• IMITALIAIION ANCHOR SO WOOD SCREW EXTERBM Foam BY OTHERS • • • •• • • • • • • • • • • • • • • • • • • • • • ••• 0 2 BY WOOD BUCK BY MERE d CAULK BEHIND BY INSTALLER FIN PROPMITRRYME COMEMMEIRL " • • 010fORMA11MNC®NTINN6O MEN= 10 114850LS PROPERTY YSMEW$Y E3. ANY REPRODUCTION IN PART CM RBA Y1lWTTH.1 PER100010K OF CUSTOM RAMOYN mina Op. 18 - 1 HORIZONTAL BECIION PIN INTOOO) 1M' MAX MIA (8E8 NOTE 2 S 3 ON SIFT. 2) WI AP B WINDOW FRAME JAMB f 4. ° •i " ' $200 SW 447H AVE. I: ,• ••• r. 0 9 ;ep FLORIDA 34474 J . �.7 u(�r �'� • STA(.LATIONDDT "� • P SINGLE H .y.r a..� I FC FORST. •J CT � 7ATe 717 EMB NT$ NAL NO.: C 18$ Rov LErT A T 'B OF a ..' 4;t " ICivr:.' f � p x{ •sF gr 4 r_ Z r •° • • 41 O60 1S'•.0• A • # ,,e‘1. L. Roberto Lomas P.E 1432 Woodford Rd. Clemons, NC 27012 336 -945 -9695 Manufacturer: Custom Wiadewv Systems 1980 &W. 44 Averse Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impact The above mentkured pralud has been evaluated for uonpbance with the remdrements of the Florida Drmartment at' Community uan ity Affairs for Statewide Acceptance per Rule 913-72.070 method 1(d). The prat bated herein complies with the 2007 Florida 8uldag Code. Product : Stgle Hug wirtdcra, impact resiskad made bfwi i rigid PVC. Frame and arm sash were of welded mitered comer construction. Supporting Ted Do ttr 1. Approval doormen drawing number CWS -155 Revision A, sheet 1 of 8. 9tled PVC Sin*te Hung. signed seed sealed by L Roberto Lamas P.E 2. Test reports: a) Report No.: NCTL 21031682. skived by Geri J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Frame installation. TAS 201-94 Large Minas* blip= Test TAS 202-94 UnlOmr Static Air Pressure, t75.0psf design pressure, 10.13 psf railer hiftit aten TAS 203-94 Cyclic Pressure Leg t75.0psf design pressure b) Report No.: NCTL 210.3188 -2A, signed by Gerard J. Femora P.E. National Certifhad Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation ASTM E 1886.02 and ASTM E1996.02 ASTM E 18881E 1996 Large Mme Impact Test, Level D, %find Zone 4 ASTM E 188111E 1996 Cyclic Load Test ±75.0 psf design pressure • c) Report No.: NCTL 210-3168-3, signed by Gerard J. Ferrara P.E. National Coned Testing Laboratorks, Orlando, FL. 8100 PVC SH, Fm Installation TAS 201-94 Large Misabe Irnpact Test TAS 202-94 Uniform Staff Air Pressure, i67.5psf design per, 10.1�� • TAS 203.94 Cyclic Pressure Loading 367.5 psf design prune • • • • • d) Report No.: NCTL 210-3168-3B, signed by Gerard J. Ferrara P.E National I Tearing Laboratories. Orlando, FL 8100 PVC ANSVAAMNIVANDA 101A.S2-97 Wafer primetration nardstance 10.13psf ASTM E 1886-02 and ASTM E1996-02 ASTM E 18861E 1998 Large Mime Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1+998 Cyc Load Test, 357.5 psf design pressure 3. Anchor cedadations, report number 510151A, prepared, signed and sew by L Roberto Lomas P.E. a►.- ,� E •44. • Plot *: ,�.;. ,�„� :..• . ter , � • is i t r OF • • r�,� 'i ` .,, s • . s � • r a r. TAT 1 oft r - - r,, e.. .-v it s y , ONA . Engineering Evaluation Report Report No.: 51O484A • • • • • .. • • .. • • .•.. • • • • • .• • Las R Lomas. P� FL No.: 62514 07116 • • • • •• • •. • • • .... • • • • . ••• . • • • • .• .. .. •••■• • lhrlt she Max. D.LO. f PressureUp Impact 3T x 63' 31 ti/16' x 2T * 75 0 psf Lange oral Srrrail Impact Up to 53 418" x 76' 4711H8' x 33 11116° t 67.5 psf Lame and Srra0 Missile bawd L. Roberto Lomas P.& 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Lions and Coto of use: • Units must be glazed with •%' KW consisting of: outboard lite 118' Ann — Air —5116' laminated inboard lite consisting of 1/8' Ann — .09R' Dupont Butaaite PVB inter ayer- 1/8'Ann perASTM E 1300. • Dupont Butadte PVB intedayer per N.O.A. 05- 1208.02 • This product is rated to be used in the HVHZ • This product is impact mart and does not require impint prove on it wind borne deter regkins • Frame material to be virile rigid PVC per N.OA 06 • Units must be installed in amcordarrce w0h sqmnwal document, CWS - 155 Revision A Certification of Please note that 1 don't have norm/ acm re a financial interest Many =many manufatabnirrg or dietnbudng the product(s) for which this report is being issued Also. ! don't have nor will acquire a dal interest in any other entity involved in the approval process of the fisted prod t{s). t %ttl 111111/4 \ • r� ryo STery OF •i?-- .r �. a l .: S � ORV4 i t 4� s �2 ip ti � / ONAL Engineering Evaluation Report Report Pic.: 510484A •••• • • • • ..•• • • • • •• • • .. • • • ••.• •••• •••• • • • • •••• •••• Luis R. Lomas. P.E. FL No.: 62514 07f16P1008 • • • • • ••• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • •• • • • • • • Florida Building Code Online BCS Home Log In Product Approval USER: Publk User Product Aooroval Menu > Product > Aoplicatbn List FL # Application Type Code Version Application Status Comments Archived Product Manufacturer User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff j BCIS Site Map I Links '< Search Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre @cws.cc Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Referenced Standard and Year (of Standard) http:// floridabuilding. org/ pr/ pr_ app_dtl.aspx?paranFwGEVXQwtD... 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 3,8-6922 Ext 208 p Windows Horizontal Slider Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Cheddist - Hardcopy Received ••• • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • •• • •• • • • • • • luatton ort from a Florida Registered Architect of atlCensed Floridrofessional Engineer -' Evaluation Report - Hardcopy Received Certificate of Independence FL7067 R3 COI 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Standard Year AAMA/101/LS.2 -97 1997 AAMA/WDMA /101/LS.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 1 of 3 8/26/2010 10:17 PM FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions FL7067 R3 II CWS -157A (HS -8200 Impact).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Created by Independent Third Party: Yes 7067. HS -8200 Vinyl Horizontal Slider HS 8200 Vinyl Horizontal Slider, Impact, 11$atj °, 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. Ins - Illation Instructions • • •••• • FL 067 R3 II CWS -232A Z KS- i 20 . 0 Impact XOXI.pdf F i 067 R3 II DuPont PVIP A01‘. gs-12oe ? • b F 7067 R3 DuPont SGP NOW 07- 1116 f L7067 R3 1.1 Mikron NOR'ttfil20 01.pdf • • Verified By: Roberto Lomas (26/14 • • • • • Created by Independent Tar/J.1'00: Yes 9 0 „.. • Evaluation Reports FL7067 R3 AE 510487B tva'l12ep HS- 81046'fptp:ct • XOX 111x63).pdf • • • • • • • Created by Independent Third•P.utv: Yes • • • • • 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Irppact w/ tI •R. • • • • • as • •••• • 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 http: / /floridabuildilg.org/pr /pr app dtl.aspx?paraur wGEVXQw1D... 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/19/2008 12/29/2008 01/08/2009 02/03/2009 ICI JN Department ofCommrmity Affairs Florida 8a8rtiay Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850)487-2824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All tights reserved. Prtvacy ent Stat Coovriaht Statement I Accessibt8y Statement 1 P ua -in Software 1 Customer Service Survey I Contact Us Product Approval Accepts: N • • • •• • • • ••• • • • • • • • 8/26/2010 10:17 PM Florida Bin1ding Code Online lmp: / /floridabuilding.org/pr /pr app_dtl.aspx?paranFwGEVXQwtD... 3 of 3 Credi4r��E ••• • • • • • •••• • • • • •• • • •• • • • • • •••• • • • • •••• •••• • • • • • • •••• •••• • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • •• • •. • 8/26/2010 10:17 PM L. Roberto Lomas P.E. 1432 Woodford Rd. Clams, NC 27012 336 - 945•%95 Manufacturer: Clad= Window Byars 1900 S.W. 44 Avenue Ocala, FL 34474 Engineering Evaluation Report Report No.: 5104878 Product Line: 8200 PVC Horizontal Mier XOX — Impact ant The above merdlanedprexhu#tes been evaluated for cconpitteme with the requirements of the Flom Department of Community Affairs for Statewide Acceptance per Rule 9&72.070 method 1(d). The product listed herein complies with Requirements of 9te Florida &Agog Cede. Productdesctiptiae1: Horizontal Ste, impart resist made of while rigid PVC. Frame and active sash wrere of welded mitered comer constrialon. • Supporting roulades, Documentation: 1. Approval lkiCilnent drawing number CWS- -232 Revision A, Med 8200 PVC Hotly/redid Slider, premed, signed and sealed by L Roberto Lomas P.E. 2. Test reports: Report No.: NCTL 210- 3459 -1, shed by Gerard J. Ferrara P.E. f4ationai angled Terdkag tabovatories, Orlando, Ft. TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Ab Pressure, 030.0psf design pressure, 9.Opsf enter infiltration TAS 203-94 Cyclic Pressure Loading t60.Oprd design pressure 3. -Report N o . : N C T t . - 2 I 0 - 3 4 5 9 - 1 A , algnedby Gerard J. FenaraP.E National Certified Testing Laboratories, Orlando, FL AMAAMDMAICSA 1019.S.JA440 -05 Design pressure: i60.epaf Water Test Penetratloit 9.Opsf • • • • • • • • ASTM E 188842 and ASTM E1996-02 •••• ASTid E 18881E 1996 Large Impact Test, Level D, Wind Zone 4 • • • • • ASTM E 18881E 1998 Cydic Load Test, 11R1.0psf design pressure • •••• 4. Report No.: NCTL 210 - 3459-2, signed b.yy.GerrarrdJ.. Ferrara P.E • • • National Certified Tr Outdo, FL • • • • • • • • • • • • • TAS 201-94 Lange M impact Test • •••• • • TAS 202 -94 Uniform Star Ab Pressure, 0psfder pressure, 9.0psfwater •.. • • TAS 203-94 Cyclic ROSS= Loading d60.0psf design pressure ..' ..' • • • 5. Report- No.:.NCT1210- 9-2A, -by GenadJ. Ferrara PE • National Certified Testing labs, Orlando, FL • • • • AAMAANDNINCSA 101/LS.21A440 -05 • • Design pressure: t60.0psf • • • Wafer Test Perr r: 9 Opsf •.... • ASTM E 1888 and ASTM E1998-02 ASTM E 18881E 1996 Lame Test, Level 0, Wind Zone 4 ASTM E 18881E 1996 Cyd c Loma Test, 160.0psf design prune 6. Anchor calculallons. report number 51 0420, prepared signed and sealed by L. Roberto Lomas P.E 1 oft Luis R. Lomas, P.E FL No.: X14 1C04j2008 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemons, NC 21012 Report No.: 8104810 336 Linefatims1 Cantffilons of-use: • Maximum destn pressure: i60.0psf • Widmer uml size: 111"x87 • Maximum D.L.O. for active punt 23 %"86 W • NtaxirnumD.L0 for fixed .panel: 53 %'x5813/16' • Approved Configunakon: XOX • Units must be glazed with: %' IGU consisting of outboard Rein"' Ann — Air— 5"16' laminated inboard Re consisting of 1/8' Ann — 0.090" DuPont Butacdte PVB Interlayer —118' Arm. or T/8' IGU coring of outboard Re 3H8' Ann --AM —7116' lamktated inboard Ike consisting of 3116' Ann — 0.090" Dupont SGP Modern' — 3116" Ann., per ASTM E 1300. • DuPont Btu PV8 per NOA W1208.02 • DuPont Sentry Glass Plus per NOA 07- 111604 • • This product Is rated to be used in the HVHZ • This product is impact resisted and does not require impact protection in wind borne des regions. • Fame material to be white rigid PVC per NOA 06.1220.01 Wks nest be in accordance wwt8n tqwroval doormat., CWS -232 Revision A. Certification of hidepanitnc e: Please note that I don't have nor w8 acquire a kderest h any =many manufacturing or clistributing the product(s) for which this report is being issued. Also, 1 don't have noise acquire a fn aola' inert In any other en* involved in the approval process of the meted product(s). 2of2 • • • • •••• • • • •• • • •• • • • • • • •••• • •••. • • •••• • • •• •• • • . • LuIs R. Lams. P.E. FL No.: 62514 1001412008 •••• • • • • •••• ••• • • • • • • • • • • • • • • • • • •. • •• • • • • • • • • X WILY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE AND NOTES ,.. .2 DESIGN PRESSURES & GLAZING......... .3 SECTIONS & ALT. FRAME 4 EXTRUSIONS & BILL OF MATERIALS..... 6 INSTALLATION DETAILS ..6.7 112 U4° MAX. OVERALL FLANGE WIDTH 0 83 3/4" GLASS DLO GLASS D1.0 • •• ••• • • • • • •• • • • • • • Rui GLASS D MAX. BASH WIDTH ®y • • •• •• •• • • • •• ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 61.1L4! GLASS MAX WEIGHT • ••• • • •• • • • • • • • • • • mow Y116NP ODU OD T1wRT A6A PA IR WANTS!' PERMi9•IOId OF t1{L'. Ei t� 83° MAX UNIT HEIGHT ?VC IMPACT REQUIREMENT, 1. THE PRODUCT SHOWN HEREIN 18 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:1(IO/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. 6. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6.8 FOR ANCHOR DETAIL 8. SHUTTERS ARE NOT REQUIRED, 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMS. 84 114" 8. REFERENCE TEST REPORTS: rERALL FLANGE 8. SERIES / MODEL DESIGNATION H8.8200. HEIGHT 19. 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 714E FOLLOWING: X Q OPERABLE SASH, 0 m FIXED SASH NCTL 2103469.1, NCTL 210 - 3468 -1A, NCTL 210. 3468.2, NCTL 210.3459.2A Digite*y s by Ronde PE Location: 1432 Woodford Road cawsvma. Nc 27022 Date: 200&07.1814:BIX3a .44'om UPDATEb PER NEW FBb REQUIREMENTS WINow SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 G ENERAL NOTES El PVC HORIZ. SLIDE :V. LE1 MR' A. 1 0Tl03 /08 Am AT I O NS - LARG€ M(CS ILE IMPACT W d r: AT : 7/112008 NO.: CWS -232 3 10F7 ` • • • 4* MAX ( YP) L 4° MAX - ` ITYP) 8 MAXO.0 — (I`/P) INSTALLATION ANCHORSTYP. NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS§HALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16° DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED. 5.410 DIA, WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 BY WOO BUCK, OR FRAMING. 6. 28 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 MANUFACTUR ? LAZI0 II laUC t0 S,0110 ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEC 0iI6D W.• • • • •• • • • • ••• • 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUB$T ITVIATERIgWITU TH yFOL LAYING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G..0.42 B. CONCRETE • MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO AVM C-90, GRADE N, TYPE 1(OR ORE/Val. • • • • • • • • e • • • • • • • • •• • • • • • • PRDPRIERORY•NID • iffiftcoNTAINEa NTH* ~ma 13 1/14X b.0 ii VOpp` ► WRI17EfJ PERSIISBI0td4F WINDOW 9Y8TPJA5; INC. G P Ti OHaim. nwQ VALSIN DETAIL B 61 II or. by Raids PE Loo3HOtr 1432 Woodford Road Das• 7.181415018 D 04 Al A UA PER NEW FBO REQUIREMENTS 1 07/03!08 lawkw(20. NC WINDOW SYSTEMS 1806 S.W. 44TH AVENUE OCALA, FLORIDA 34474 tITLE: INSTALLATION ANCHORS TYP. NV. LS 1 fER: A 2 OF 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • IF • •• •• • . • •• •. ••• • • • ••• COMMODITY SIZES (UIP•71P) HEIGHT (IN) WIDTH (IN) GLASS TYPE 191/8 38 318 <50 5/8) 5$ 1/4 641/4 53 118 A,B,C,D +601.60 +60/ -60 +601-60 +801-60 +60 /-60 751/4 A,B,C,I) +60/-60 +60 /.60 +60/ -60 +60/ -60 +60/ -60 821/4 A,B,C,D +60/60 +60/ -60 +60/ -60 +60 /-60 +601-60 901/2 A,B,C,D +60/.60 +60/ -60 +60 /-60 4601-60 +60/ -60 1001/2 A,B,C,D +60/.60 +60/ -60 460/ -60 +60 /-60 +601 -60 0112 VC) - A,B,C,D 460/60 +60/ -60 C+60/ 60) +60/ -60 4601-60 MODULAR MRS (UNIT WINDOW s1k 'WIDTH (1N) , 47 1/2 51 1/2 741/2 851/2 90 112 961/2 102 1/2 111 GLASS TYPE A,B,C,D A,B,C,D A,B,C,D A,B,C,U A,B,C,D A,B,C,D A,B,C,D A,B,C,D HEIGHT (IN) 17 ?/8 +60/ -60 +60/-60 +60/-60 +60/ -60 460/-60 160/-60 460160 +60/.60 29,1/2 +60 /-60 +60/ -60 10/-60 +60/ - -60 +60-60 +60/-60 +60-60 +60-60 +60/-60 +60/ -60 onsiausimi I 3/4' OVERALL 1/8' ANNEALED GLASS EMT AIR SPACE 511E' LAMINATED VS" ANNEALED GLASS 3132' DUPONT PVB INTERLAVER 1B" ANNEALED GLASS 31 1/2 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 3.51/2 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 391/2 +60/ -60 +60/ -60 +601 -60 +60/ -60 +80/ -60 +60/ -60 +60/ -60 +60/ -60 3/4' OVERALL 118° TEMPERED GLASS 5 /16° AIR SPACE 8/18° LAMINATED 1/8' ANNEALED GLASS 3132" 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 +60 / -6 • ••• • w •• • • • • • • • • • • Tlig • • • tT t �N'fI1N 4 2 424 O+03 � PAOP�ITY WRWr6RPg OF NUOw 8Y5T � 2. n 471/2 160/60 +60/60 +60/60 460 %60 +60 /-60 +60/160 +60/60 +60/460 54 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 C D)gOaR/ signed 0/ Florida PE Laos6on:1432 Wood:tad Road 4eaffiulOa, NC 27023 Data: 2008.07.1814:48:84.04'40' 63 4601 - -60 +60/ -60 . +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60 /-60 7/8° OVERALL 3/18' TEMPERED GLASS 1/4" AIR SPACE 7/18" LAMINATED 3/18" ANNEALED GLASS 3/32' DUPONT SGP LAVER 3/16' ANNEALED GLASS . GLd3S NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 7B" OVERALL 3/18' PiNNEALED GLASS 1/4' AIR SPACE 7/16' LAMINATED 3/18' ANNEALED GLASS 3/32' DUPONT SOP LAYER 3/18' ANNEALED GLASS ®LASS TYPE 0 Al UPDATED PER NEW FBC REQIWIREMEIVTS 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 S DP CHART & GLAZING - LARGE MISSILE IMPACT 61041! 'SHAWN eV AAJ SATE: 7/8/2006 PVC ROAM SLICER . xtcu 8200 3CAALE: S NNC4. P.: CW81192 ihV. i erTra: A S$ aT 3 OF 7 s ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• _1 5 W •1OTE: ITEMS 27, 28, 86, 41, 42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. a) TYPICAL HORIZONTAL SECTION DETAIL C • • • • 4 (HE4D IMPAc'j HOOKS) • • • • • • • • • • • • • • • • 1 • dTA D WS RilAWMti t9irYpFOUET0A9 W W W 6NP ON C P� OW nTICNBd l A p THE DETAIL A (JAMB IMPACT HOOKS) IMPACT HOOK SPACING: 1) HEAD HOOKS: A 8° FROM UNIT EDGE TO EDGE OF HOOK. 8 A THIRD HOOK 18 CENTERED IF UNIT WIDTH 18 GREATER THAN OR EQUAL TO 81314', C INNER 3 718" FROM EDGE OF ( LTG RAIL 2) SASH /YH��C°°ATCH:7 I _ g_ OF CATCH. A qg� �N�T THAN OR EOM 7'0 8� 4A BASH AND FRAt.IE HOOKS ARE TO WITHIN 1/4 ", Cdpolly aigtrod by Ftmid• PE Location; 1432 WoodWN Road 1.eM V Ee, NC Van Date: 300$417.18 14:f:20 .¢4'O' ter• v S.W. 44TH AVENUE • * OCALA, FLORIDA 34474 • 97 ATE Ofd i w tins. ECTIOlg VIEWS & Al s• ttOMOP• C' . ' PVC HORIZ. =D K, : 8200 , lints 10. IMPACT HOOK SPACING: 1) ) JAMB R MM UNIT EDGE TO EDGE OF HOOK, B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT 18 GREATER THAN OR EQUAL TO 36 4 °. 2) SASH CATCH: A 2-1/2° FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT MOST I8 GREATER THAN OR EQUAL TO 36 3/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114', UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 Ia ' WINDOW SYSTEMS TE FIN FRAME - LARGE MISSILE, IMPACT, W N tlY: AA • NTS Lkl'tin. A, care' 7/8!2008 -)WO. `O CWS -232 War. 4 OF 7 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• Rem 4 Part 6 1 18031 2 3 H-6031 H-6031 4 5 16027 1.1497 7 9 10 11 12 13 14 15 16 17 18 20 21 23 24 25 26 27 28 30 31 32 33 34 3 36 37 38 40 4 42 43 44 45 46 47 48 49 50 51 52 53 54 58 10031 11681 1.8028 6 - 1 498 18004 6-6005 6.8009 58009 S-6016 8-6016 S-6013 56014 6-1576 6 - 1 556 R3804 R3783 P-3784 P-3215 83893 P-3429 S-1112 P-3768 P-4051W P-4254W 83010 P-3531 83342 R3752 R3438 P-3352 R3738 R3881 R3613 P4281 R3281 83218 83218 R3321 P4581 P-3228 PR3029 P-3033 55 56 57 S-1577 51498 160026 P-3113 N41n Fr., SH w/Fg., PVC, Head Mtn Fr., SH, w/Fg., PVC, S0 Web Fr., SH, wIF13., PVC, L Jb. Nhin Fr., SH, w/Rg., PVC, R Jb. Heavy Duty Meet. Rall, Ahan., Fxd. Sash Noel. Fiat, INC Mint. Sash Meet. Rail Sash Bottom Rail, WC (S.S.R tor FS) ROC SB.R/S.S.R, Fhdz. Sash Side/Top/Sot. I.0 Roller, track P/C (lz. Bd., 7/8" ,Fxd., Fbriz. Oz. 8d., 7/8 ",Fxd., Vert. Glz. Bd., 3/4 °,Sash, Itrrlz. Clz. Bd., 3/4 °,Sash, Vert. Sam. Adept., w/Nb, P/C, Heiz. Sam. Adapt, PVC, Vert. Frame Catch, Jamb, PVC, FS Sash Catch, PVC, loped Rolle, Tandem Lock Irmact, P C Keeper, Ir 1, WC Weep Cover w/ Rep Rein'. Rate, F.MR Deecrlptlon Wstp., 0.270 x .187 back RnSeal, Gray (lazing Bead 88 x 0.825 Ri PH SNS 08 x 1.250 Rr FNTEK, WM. 48 x 3/4° FH Ph W/46 Head, Self Drilling Type A, Scr Bulb Vlnyl w/ Flgtt Base, .350 Hgh 48x3/8" Screw, Frame Infect Hods Seam Sealer, SM•5504 Cap Rug, 1/2° 1-ble 1-bt Melt, TruSeal, "H' Set. Mk, 85 t 2v., 1/13° x 518° x 2° Lg. 1-8-8200 Gold Cert. Label, NFRC Tab, Inpaoi ASTMS Terrporary LAL (NFRODP) OWS Lb1. (logo) Glass, Fixed Gass, Sash Spacer, DuraSeaL Fixed Spacer, DaraSeaL Sash Screen Frame, Hartz. Screen Frame, Vert. Screen Frame Corner Key Screen Cloth, 18 x 16 Ilcergtass Screen Spttne, .155 De., Bk. Screen Rill Tab Screen Spring, SS Frame Catch, Feed, PVC, FS Read. S.B.R/S.S.R, Vert Man Fr., FS, w/FN., PVC Screw Support, P/C 21 v16° PVC FRAME FLANGE -6031 1/16 1 3/18" 1-- Q 3/16 HD MTG RAIL -1681 ALUM. 6063 -T6 PVC SASH TOP /BTM RAIL -6004 [ I 1 0 1 1/4° 3/8° ROLLER TRACK -1678 ALUM. 6063 -T6 1 5/16° 7/8° FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) 11/16° •• ••• • • • 1 5/16' • •• • • 0 • •• •1• • •• PVC FRAME FIN -6026 5/8" 5/8" 1 1 5/8" SASH IMPACT HOOK -1556 ALUM. 6063 -T6 0 d • • 5° SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 PVC SASH MTG. RAIL -6027 0 3/16° 5" FRAME IMPACteHNA -1576 ; • • • • • • • • • • ALUM. 6063• .• 7 • E � • FlF� • • toresnesnAL • • • WINDOW F SYST I AM/REPRODUCTION Illti B W S HEObL PROPERTY F P A OPER W O Ur CUSTOM WRITTEN PE RMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. —2 3/16 1 5/8° S.B.R. /S.S.R. -1498 ALUM. REINF. 6063 -T6 PVC SASH SIDE RAIL -6028 0 3/16° 115/ 6°1 5° 5/16" 7/8° PVC GLAZING BD -6016 PVC SCREEN CATCH - 6013 o4liaffy signal by Florida PE 10.1m: 1492wwdwtl lAm LedaMAq NC xm� offixemue.m.re ra:asae -area 5/8" 1 1° �I -- -1/16" 3/16° 314° 3/18 " — SASH CORNER FRAME C ORNER CONSTRUCTION SagiMaigii CORNER WELD (ALL SIDES) T SCREW SUP. -3113 5/I AI UPDATED PER NEW FBC REQUIREMENTS CORNER WELD (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 3/16 7/8" ■ i 1 PVC GLAZING BD -6009 PVC SCREEN SUPPORT - 6014 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 rITLE: EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT CRIES: 'DRAWN BY: DATE: PVC HORIZ. SLIDER AAJ 7/8/2008 ODEL: SCALE NTS 'MU 110 CWS-232 4EV. LbI 1 EH: A SHEET' 5 OF 7 1 07/03/08 •• • • • • • •• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• L ut (MIN. EDGE DIST.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WII4 W FRAME WINDOW FRAME SILL BY BST PERIMETER CAULK EX OT E B FINISH THE E R E S MIA80NRY BY O CAULK BETWEEN BUCK AND OPENING BY OTHERS 1 It. ► { 0, CONCRETE/MASONRY BY OTHERS 21!Z 1••- (MIN. EDGE DIET.) ® VERTICAL SECTION FRAME (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS COON E ETEEfMABONRY BY OTH INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW W /NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 BY WOOD BUCK BY OTHERS ;►i i 6i/ rArAniJ 's,►• ►• S t" • %� . DRYWALL BY OTHERS 1/4° MAX SHIM (SSE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTAU.ATtON ANCHOR, 3118° DIA. MASONRY SCREW w/NEOPRENE PKED WASHER THRU SCREW SU CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT SY OTHERS (MIN. EMBEDMENT) DRYWALL BY OTHERS 2 VT (MIN. EDGE DIST.) (MIN. EMBEDMENT) 114" MAX SHIM 3 (SEE NOTE 2 &3ON VT. 2) BYOTT •• • USE SOLID WOOD • SUPPORT TO MAKE • SILL LEVEL BY gT eRS• • • ••• 1 BY WOOD BUCK BY OTHERS -+- 1/4" MAX SHIM (SEE NOTE 2 &3ON slit 2) m HORIZONTAL SECTION 'al FRAME (MASONRY) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH 8Y OTHERS • • • • • ••• • • • • • • • • • • • .• 4 4 14 Y 2 WOOVWSI C E AMID , • WRPTINPERM18BIOPP F PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL C NORETEE/MASONRY BY OTFMRS • CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB • • ® ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) ```11 1 11. w, • • • • • Ogle y signed by Florida PE • • s,.,. 1432 Woodford Road • • • • NC 27023 Date: .07.1814:48:09 -04'00' • • AWt WR TIIE . 8 PRa1a31TEQ. (MIN. EDGE 0(8T.) 114" MAX SHIM - (SEE NOTE 2 & 3 ON SHT. 2) CLARK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB 0J STAUATWN ANCHOR, 3/18° DIA. MASONRY SCREW w/NEOPRENE SA SACKE P D WASHER THRU SCREW SCREW HE A D SY INSTALLER (MIN. EMMBEDMENT) .`A0 v * L ° di / ��J* E I y � • 1" , n, OA P ,-wr,, /// �°NAt • PERIMETER HER CAULK E EXTERIOR FINISH BY OTHERS 114' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) PVC HORIZ. SLIDER a 4 r 1318" (MIN. EMBEDMENT) OTHERS ® HORIZONTAL SECTION FRAME (WOOD) B YO BUCK WOOD CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 410 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. UPDATED PER NEW FB0 REQUIREMENTS 1 07/0308 L WINDOW SYSTEMS 18)O S.W. 44TH AVENUE OCALA, FLORIDA 34474 INSTALLATION THRU FR CET IL - LARGE MI SRE IMPACT BY: AAJ • NTS LETTER: A A E 7/80008 T1tltlO. NO.. CWS 232 EFT. 80F7 • •• • • • • • • • • • • • • • •• •• ••• • • • • •• • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER BY • NB WRAP TALLLERR PERIMETER CAULK BY INSTALLER W II D FRAME HEA IWINNDOW FRAME CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER BY Y IIST B EXTERIOR FINISH BY OTHERS as WOOD SCREW ANCHOR 2 BY WOOD SUCK BY OTHERS 11111111111114 L . �j SHEATHING BY OTHERS ® vERTICAI. SECTION FIN (WOOD) 9 1j2• (MGI. EMBEDMENT) INST TION: HB1 • • • 38 WOOD SCREW • • • • • • EMBEDMENT) I V4" MAX VOA (SEE NOTE 2 & 3 ON SHT. 2) � 114° MAX SHIM (SEE NOTE 2 &3ONSHT.2) • • 2 BY WOOD BUCI( BY OTHERS ••• • • • •• • • • • • • •• SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, A8 WOOD SCREW LIZ (MIN EMBEDMENT) r EXTERIOR FINISH BY OTHERS CAULK BY NB ELLER FIN IA HORIZONTAL SECTION FIN (WOOD) D1EEEWY *Pled by RdAM FE I bOaulen:1432 WPoadkerd Read Lewfsee NC 27023 D ate:2�.07. 18 94:43:38 -0 4210' , I .. n..,,. ra,..._... ..........• .................i. _i__ 0 � � 1(I)$l /ij _ , C *O w •. ••• • di y �i. ■ � 'li n II I I I II - -- 1/4" MAX SHIM (SEE NOTE 2 & 3 ON Orr. 2) WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME JAWS WINDOW SYSTEMS 1800 S.W. 44TH AVENUE OCALA. FLORIDA 34474 Tii 'IJSTALI;ATION ANCHOR DETA!L- LARGE td ILE IMPACT 'PVC MY. AA PVC 1401112 RUDE eL: SCALE: NTS qtv. LtI IhH: A . ATE 7/8/2008 DWG NO.: cW8.232 ref: 7OF7 ••• • • • • • • • • • • • • • •• •• • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Fads Publications FBC Stag BCIS Site Map Unks '; Search Product Approval USER: Pubic User Product Approval Mend > Product or Application Search > > Applicatlo D•tai FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/Email Authorized Signature FL12248 New 2007 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre@cws.o: Michael LaFevre mlafevre@cws.oc Technical Representative Michael LaFevre ## Address /Phone/Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Equivalence of Product Standards Certified By 1>ttp: / /floridabuilding.org/pr /pr app dt1.aspx?parafr WGEVXQWtD... 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 Windows Horizontal Slider Evaluation Repo Florida Pro Lucas A. Turner Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Cheddlst - Hardcopy Received • • •• • • • • ••• • • • • • • •• • • • • • •••• •••• • • • • • • • •••• • • •• •• • •• • • • •• •• • • • • • • • • • • • • m a Florida Registered Achitect I talt nal Engineer • • • Ion Report - Hardcopy Received . ••••• • Certificate of Independence FL12248 RO COI EvalReport- HS8200- 73x62Impact DP75.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101/LS.2 /A440 -05 2005 ASTM E1886 -02/05 2002 ASTM E1996 -02/05 2002 PA/TAS 201/202/203 1994 • • • • 1 of 2 8/26/2010 10:19 PM Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 1 48.1 Model, Nu or Name HS -820s Viny .rr-•ntai Slider Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73° x 62 °, DP = + 60, - 75 psf Impact. Method 1 Option D 03/04/2009 03/04/2009 03/11/2009 04/07/2009 hup: / /floridabuilding.org/pr /pr app dtl.aspx?paran wGEVXQwtD... Description Affairs Department of Florida Building cOnline Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Fbriia. All rights reserved. Product Approved Accepts: MI HS -8200 Vinyl Horizontal Slider (Impact) 73° x 62 °, XO or OX. Installation Instructions F112248 RO II CWS -399 (HS -8200 impact 73x62 75DP). pdf FL12248 RO II DuPont SGP NOA 07- 1116- 04.pdf FL12248 RO lI Mikron NOA 06 -1220 01.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE EvalReport-HS8200-73x62lmpact- DP75. pdf Created by Independent Third Party: Yes • •••• •••• Privacy Statement 1 Copyright Statement 1 A Statement i Plua -in Software I Customer 50vice 5urvey_ Itontact Uf • •••• Cre itSAArF • • • • • •• • • • • • •• • • • • • • • • • • •• • • ••• • • ••• • •• • • • • • ••• • • • • • • • • • • •••• • • • • • • • • • • • • • • • 2 of 2 8/26/2010 10:19 PM Lucas A. Turner, P.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931- 315 -0049 Evaluation Report March 4, 2009 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, OX (or XO) configuration, 73 "x62" size, 3 /16Ann — Air — 3/16- .090SGP -3/16 glass, +60/ -75 PSF Manufacturer. Custom Window Systems, Inc. 1900 SW 44` Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09. 2) Test Report NCTL - 210- 3569 -1, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: TAS 201, 202, 203 1994 3) Test Report NCTL - 210 - 3569 -1A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: AAMA/WDMA/CSA 101/LS.2/A440 -05 b. Testing Performed: ASTM E1886 -02/05 and ASTM E1996 -02/05 4) Supplemental Calculations to support CWS -399, signed and sealed by Lucas A. Turggr • • P.E. on 3/3/09 • .. •• • Installation: Units must be installed according to approval document CWS -3W: ' • • • • • • • .•• •••• •.•• • • • • •••. Limitations of Use: This product • May be used in sizes up to 73" wide by 62" tall unit size (74.25 "x63.25" to OX or XO configuration, with max. daylight widths of 32.4375" on the fix'e'd panel and. • 32.563" on the sash • • • • ▪ • • Achieves a design pressure of +601-75 psf ▪ • • Is impact resistant and does not require the use of shutters •• • • May be used in the High Velocity Hurricane Zone • Requires 3 /16Ann — Air — 3/16- .090SGP -3/16 glass minimum • Requires Dupont SentryGlas Plus Interlayer per Miami Dade N.O.A. 07- 1116.04 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 06- 1220.01 Certification of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the approval process of this product ` •••:. - ...: ..•'' •• •• • • •..• • Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL. SUDER ELEVATION (.ARQE MISSILE IMPACT1 • TAM OP CONTENTS GENERAL NOTES & ANCHOR SCHEDULE AND N01 ES ..•» ••»� 2 DE le FF SSURES & �iLAZDtQ » » »»» » »»3 SECTIONVIEWS »...». ». »». »..... » »...... «»»» 4 EXTRUSIONS & BILL OF MATERIALS.... ». »»8 INSTALLATION 73' OVERALL UNIT WIDTH MAX. SABN WIDTH al:011 DLO •— DLO MAX X" & "XL," M AX. SIZE 88 8' • • • .. •..• • .. • ••• DRAWN BY AAJ 'BCALe: Foe 16v.LE11*R: 3/5/01 TIRE ANY W, W N8Y8TE OtN Ap A aOP(ar m�+oYT r • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • 11.'rNB p • , a N HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA ,, . eQ 0% c;uR 7.41 ;an ITEaTI ON 2. GLAZNG OPTIONS: (SEE SHEET 3) . MpNF M1O `OX' X°8 • • 4�E$ t� 4PRESIXIIRE RATING: (SEE TABLES&SHEET 3) E DOWN LOADS EASED ON TESTED PRESSURE AND G1.ASSTABLES ASTM E 1300. • • , OESI00 LOADS D M. TESTED PRESSURE. WATER DIRLTTRRAATION TEST PRESSURE •• • • • .- •ci J ` AISLES ASTM E 1380. 8. ANApAGE, 7145 33113%STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PICT. SEE SHEET 8 FOR ANCHOR DETAI., p. worms ARE NOT REQUIRED. ALL RAMO AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETNO Ma, HEAD & SILL E. REFERENCE TEST REPORTS) NCTL410 1. NCTL41040169.4A IL SERBS I MODEL DESIGNATION HS 0. i TRANI R A/ ,% STRUCTURE AND FRAMING RESPONSIBILITY OF ARCHITECT OR ENCGOER OF19E0QRD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 11.OPERABLE SASH, 0 • FIXED SASH 11. SECTION CALLOUTS FROM EQUAL (PUT ELEVATION APPLY TO ALL ELEVATIONS N A SIMILAR LOCATION, LUOAS A. TURNER, FL. P.E. NO. 88201 1 p b '� c 00 1E � p ce�rs•r��p�� w NNO 88201 t * 9 STATE OF le • litiLIM0■616412);716""SYSIlm& 1500 $W 44TH AVE. OCALA, FLORIDA 34474 R '(1ENERAL NOTES & ELEVATE • 3ENIES: 0200 ' HOW. SLIDER LAmeg M 8SILE IMPAM °NT 11/8P1008 7WcL N1D .: CWS� " 0 We 13114 ' C MAX, MAXt (TY )-4. —1 0 • • • •• • • • • •• •• .• • • • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • . • _c& •1 • • • • • • • 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE SLOWING PROPERTIES: A. WOOD - MI NMMUM SPECIFIC{ GRAVITY OF 0.0.42 C. •'STR�TH C0WFOI IAilNCE O AAST ORADE N, TYPE 1 (OR GREATER). • • • • • • • • • x NOTWik 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCICIRS LING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARING SHIMS SHAM BE OED 1 DENSITY PLASTIC OR SETTE _ A 8 H TAPCON SONY ANRS IS OF SUFFICIENT LENGiTI1 TO ACHIEVE AMN. EMBEDMENT OP 1 1/4" NT ( 0N R ELLO Y THRU FRAME OR T J 1 R SY WOOD OHO M BUC T MASONRY A MRNU DIST ANCE OF 2 t/2'� SHALL BE AC$IBVED. 8. WO WOOD SCREW ANCHORS MUST BE OF IENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13tH" INTO 2 SY WOOD BUCK. S. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISS1MILLAR MATERIAL MUST BE PROTECTED TO PREVENT REACTIONS, BELOW. pp �q SHALL NOT EE W SUBSTRATES WITH Q STR E Nti B LESS THEM MANUFACTURERS S RR�q ATMTSPECIFIED ANCHORS Z • • • • • • 1 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE PONE BY OTHERS. 3/3/07 07 AIM NI TT �N °�tTA ° trte wn el pm T A � r r OF =TOM THE OR 9veTEw� � A � �� • •$E TE • . • • • • • • • • • • • ••• • 4 .• . • • I NN NC CHORRS TYP. LUCAS A. TURNER, FL. P.B. NO. 88201 W►n *H,4 o f No 58201 4 r ♦ * ;., 9 STATE OP J IN 1 ,1442:144t%%.% � scows sY$reMs SW 44TH AVE. OCALA, FLORIDA 34474 ARRtI4PflIIF sER� HORIZ. SLIDER • I APIng F IMPACT ' AAJ 11/14008 WALE: NO'S frra: Ito CWB•31B kwAir el - lawn 2OF +601.75 +801 -75 +8%75 40/-75 +8Q/ -75 +6005 5 +60/-78 X1.78 +x/45 +601 --75 AV-75 4W-75 +69/ -75 -75 46W-75 40/--75 +0%75 05 460/-75 +60/-75 401-7i 460 /-75 ` 4005 +60/.75 +$0/-75 1.75 +69/115 40/-75 ±x-75+ 601-75 +86/ -75 +80/45 4801 -78 +6w -75 480/-75 +10/47 41101 '--5 44.75 +60/75 +40145 +80.75 +60/ -75 +60175 + Q/ 76� Y1 digapS +0/75 +80175 +80/-75 +601-75 +601 -15 40-75 ±6005 40/-75 +8tti -Ti+j -75 x/-75 +80/ -75 243/4 27112 281/2 311/2 351!2 391/2 41 1/2 431/2 471/2 1r2 541/4 GLASS TYPE 17 718 A */- -75 A +78 'A 4160/ 45 A 40145 A +60/ -75 A 401-75 +800/-75 4005 +801.75 +60/ -75 +60■75 +60/ -75 +80/ -78 +60/ -75 +80/ -75 +60/ -75 40/ -75 +60/.75 40/ -75 40/ -75 40475 401.75 4801.75 40/-75 +80/ -75 460/45 +801.75 +801 -75 +80/-75 +80/.75 40/45 +6905 4005 40/-75 +60/.75 +±80175 +601-75 +8045 4601 -75 +60/-75 111' SASS BITE +61.75 -75 4W-75 +801.75 +00/-75 41W-75 +I0/ -75 +80/ -75 +M/ -75 +80/-75 +6W-75 4045 +OW-75 +86145 WV OVERALL INSULATED GLASS 3110- A**EALED GL 3S U4' AIRSPACE 7l1* LAMINATED 311r A*EALED GLASS .080 SENTRY 0LAS PLUS 9119• 414VIALED GLASS 81KAFLEII622ORRDIVIE1.1 MUM 'W +60/ -75 +1/-75 +80/ -75 +601.75 4W -75 +40.75 +60/75 401-75 +61/ -75 +60/ -78 4601-75 +641 +601.75 +801 -75 pp� Illawa►M+rNIDOM PMAL 401-75 +801.75 4601-75 +60/- +60/ -75 +6a -75 ++-75 +0/ --75 +61-75 4W-75 X75 +60N -75 4601.75 +60/ -75 +801.75 +80/45 +6075 401.75 +80/-75 LUCAS A TURNER. 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I• s:l 'T .1.1111ta.`m 11 ir��77�L 1�a.1i =:::11111111.1111 '111•011 ' �It t:::�.�r - -- I►.�'�4:�.��■r�lwfw te 7A � � !ELM taLiza INCA '11111-c 111IaM:411(ZLL 1 Li x T1j E7 L :. 7 k CT1...T1�.E R . l • ,,. .1 L:111.::J EAI V : 2 _ 7 U - 7 7 . 1 T f i t it..._1.r:%jJLfa,N LT_ G7 tANIG 1 . ar 4 J !MUM L. i _1r L L Lcir.I.:i 11.717.011 11111:11111 r r1'. 1 31.i.i Iw . 11111/11 111: KUM Ma :a IZIII nIIIEMENNE111■1 .1111 WE.'" IL "1; A11111111111111111111111111111111111111 f u rt i i fl :I .`ib iLrilL XL l•: :J OM! EIIMEEM:11 IRAN .ti aL.>•■w rmIlli -. was LL :..ai.L;_1.iLL 1(iC..:.zi Iu >LY R 1. yx.11.1 L_.: IIE111■w8 Oral .11 EMI 111:2111 .11e7771 _ 3111 ELM ILL.IIIIILIA....,41,1111111111111111111111IIIIM 111111.,4=1M I R SLIM 111./11 •7 it 1G L �'fuiT i il� SELL. Ir 431r 3114" (ALL ODES) 211/15' r r �Q) 9118` ====• 1 FRAME IMPACT HOOK -1577 ALUMINUM 8083 -T6 PVC FRAME FLANGE -8031 PVC SASH BTM RAIL -8028 HEAVY DUTY MEETING RAIL -1881 ALUMINUM 6083 -T8 9N' REINF. SASH RAIL -1699 ALUMINUM 808348 • • • ••• •• •• • • • • • • • • • • • • • ••• • • •• • • • • •• @ 3118• 1311 PVC SASH MTG. RAIL -6027 PVC SASH SIDEIBTM RAIL -8004 REIN . B.8.RIS.S.R. -1498 ALUMINUM 608348 PVC SCREEN CATCH - 6013 PVC SCREEN SUPPORT - 8014 WEER TRK*1871 •I-ER'R * ALUMINUM 8063 -T6 r • • • • • • ••• • • • • ine' -�� PVC GLAMBEAD -8084 PROORIIMINVNIO ANY MO N�ANp OI iiffi T r l1 0Pos 8Yoa PRrnt�. • 0 •• •• • • • • • • • • • • • • •i • • • • • • • • • • • • • ••• site' ••• • • • • • •• •• ••• •• • • • • • • •• • •• • • • • • • • • ••e •• • • • • • • • • • [i .--4)8. i 1118' REINF. SASH RAIL-1497 M NUM 608348 LIMAS A TUNER, FL, F NO D1 "'" SCREW SUPPORT -3113 Fa= mom RAE. S 83WED TOGETHER RFRANIE es 1 ,44 0 •11•00 +0 vd No 83201 1 4p 4 } STAT1 OF * k +.'. R AC *•1 .1 WINDOW SYSTEMS 18G SW 44TH AVE. OCALA, FLORIDA 94474 3 �r+wwn nc MJ ..�" 11/8/2308 %ma' NORM. SLIDER `SCALE. prre 7EV. LET1'SR: Wgi NQS cWS -399 9Ne4r 5OF • • • ►. • ►. • • • • • R• .(i •art.. +..1 PERINETER OAULX SV *DFTALLER BY OTH ONRY BY OTHERS CAULK BETWEEN AND OPENING BY O#t OTHERS • ►0 • ►* * Id • ' a ► • O. t r, VERTICAL SECTION FRAME (MASONRY) CAULK asivalaim AND OPENING B BYOT RNSTALLA 'MOTHERS 1�1 0' DUR ASHERTHRU DRYWALL BY CIDERS 114' MAX SHIM (SEE NOTES & am FAIT. 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, WW DIA MASONRY SCREW BACKED WARM 71{R DRYWALL BY OTHERS M BY INSTALLER HIGH STROMITH STRUCTURAL GROUT BY OTHERS i 11/4` NOTE 29 3 ON SHIM USE SOLID WOOD MARE SILL SUPPORT TO 4 4 JAMB EXTERIOR FINISH FERMIN OAULIT BY BY BY INSTALLER PERIMETER CAULK BY 1193TALLER B'YC�FIN I • • •• •• • • • • • • • • • (maw i�t �T� n WW OW FRAME • ►. 0 9 „ p ' ► o. 0• •If b • o ►.• - CONDRETWMASOARY- BY OTHERS No T � RMf OR A NtR►IpUT TM& � anTC aw t P18Te.w, wo. � PROHIBt�ED ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••■ • • • • ••• • p• r1 _:�- _�:� r Yt -- �N�H`NI� • ••1•p $ O E,W 4, 4 v • N• Mel 7;� il • A )j I. ro� STATE OF R CAULK BY ALLBR BY BACKED WASHER 111RU :FRAM F- 114' MAX M (SEE Non 293ON BHT. 4 iV 1900 SW 44TH AVE. FLORIDA 34474 HOR Z. SLIDER R ORYWALLBY OTHERS INSTALLATION ANCHOR. M10 W0 iOR W/ BACKED „ & WPM. SCREW ♦. BUCK 2 BY RB AND OPE'PIING BY INSSTALLATI N1 THRU FRAME DETAIL • LARGE M1SSILE IMPACT 11/9/2009 OWS•3N r: 0OF MIAMICIADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION COUNTY 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 constmction 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 ce, if it is determined by Miami -Dade County Product Control Division that ' sus � or material the :,,�i� -, >: _ ;,!��llCable building code. This product is ved as described herein, and has been designed to comply with the Florida Building Code, includin e High Velocity Hurricane Zone. •' $ APPROV sheets l signed and sealed with the Notice of Accep Division. MIAM -DADS 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 N: Series "RD45" Aluminum Entrance Door w/ wo Transom & Ste— LM*, ... DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrauee boar (L.11I.1.Ya, . 0 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al-F04 Vagar, P. E., bearing the Miami -Dade County Product Control revision number and expiration date by the Miami -Dade County4 get • MISSILE IMPACT RATING: Large and LIMITATIONS: 1. Load bearing shim required. 2. Max' "shhnallowed .for.' in steel V t :t-A s' • • • • • • • • • . . . ••• • . • • • • • • • • • • • •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, staid liM 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 distibutors 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. NOA Ne. 09-0630.07 on Date: August 19, 2014 royal Date: August 05, 2009 Page ••• • • • • • • • • • . • • • R. C. Aluminum Indust des„ Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturefs die drawings and sections. 2. Drawing No W04 -37, titled "Series RD45 Alum Entrance Door (L.M.L) , sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by A1- 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 anderprevlous 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 1.94 • • • • 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 2,03-91, . • • • • . Forced Entry Test, per FBC 2411 3.2.1 and TA 94 • • • • • • along with marked-up drawings and installation diagram of alumiru ,oltrance ddb prepared by Fenestration Testing Laboratory, Inc., Test Reports N, (&)1 1L -4154, dated March 24, 2004, - FTL- 4155, dated March 30, 2004 and FTB -4166, dated.. March 31, 2004, signed and sealed by Edmundo Largaespada, P. Ii. • •. • (Subedited under previous NOA No. 04-0608.03) • • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004/ 2007, prepared by AI- 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. QUAIdTV ASSURANC E 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon, .. E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 �'. Aluminum Inds. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIHCATIONS 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. 08-0613.0 5. Laboratory compliance letter for Test Report No.'s FTL -4154, FTL -4155 and Fm- 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.L�' • • . (Submitted underpreviousNOA No. 04- 0608.03) • • • ' • "" •••• G. OTHERS • 1. Notice of Acceptance No. 08- 0613.07, issued to R. C. Aluminum jndt►stries, Ixtet • their Series "MIS" Aluminum Entrance Door w/ wo Transom & Sidaifes - • • approved on 09/04/08 and expiring on 08/19/09 • • • • • • • • • • E -2 • • • • ▪ • • .• • •• • • • • Jaime D. Gaston, P. E. Chief, Product Control Division NOA No. 09- 063007 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 SERIES R040 AJAIIiiNUM OUTSWING ENTRANCE AOOR 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 SIDEUTES 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 BUILDMNO CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVNZ). 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 MATERRAI. SMALL 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 LOOTED TO STEEL/METAL SCREWS, THAT C 9 0 CONTACT WITH OTHER DLSSSIMIAR MATERIALS SHALL MEET THE REQU EHTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. HFAD/SILL CORNERS 4 1/2' MAX. SI F MUNTINS MAY BE USED II / / / 11 / 1 . / {'� II II II 4i 39 3/8" Wx. FRAME WIDTH 28 3/4" D.L. OPG. 38 3/4' MAX. •• •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • i • • • • • • • •• • •• •• • • • •• MAXIMUM DESIGN LOAD RATING e + 80.0 (FOR SIZES SH06M ASOWi OR 5MN1.ER) - BO.0 PSF AS ALLOYED SY Fee • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • ••• • • 1 NOTE: CLASP CAPAQTTIES ON THIS SHEET ARE itNeg F`IOR y UILDIING COM,MISSIONSEC. GUSTS) DE0LA TORT' •TATEMENT DCAb5— DEC -219 • - • 72' MAX. {XX) tor Ingo sow FLA. CA.p1. 383 � MAY 0 8 2009 DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1 1 drawing no W04-37 ehe.t JIM) DEMON LOAD CAPACITY - P37 SINGLE OR DOUBLE IMAM D0098 9078 8000 GLASS TYPE WIDTH 91079 HEI017T - A 'A' INCURS INCHES 1831158 p R t+)/mT ,( 83-3/8 -3/8 75 -3/8 89 -3/8 75 -3/6 83 -3/6 3/6 3/6 83-3/6 -3/6 75-3/8 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 37 -5/8 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 81 -5/8 91+ -5/8 97 -5/8 80.0 80.0 80.0 00.0 atA 80A 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 86A 80.0 860 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 0 80.0 800 80.0 50.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50A 80.0 560 860 09.0 80.0 860 80.0 80,0 50.0 80.0 •• ••• • i • • •• • • • • • • • : tQ •••• • • • •• ••• •• • • • •• • • •• • • •• • • • • • • • • • • • • • • • • •• • • • • • • • w, (8010LE FIW� UDR) • + + t'48/8° • • • • • • • •2 ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • • • ••• • • SURFACE APPLIED FALSE 0513 11 75 3/8' MAX FRAM YA. 89 3/8 D.L. OPG. 12" MAX. HEAD /SILL I I I\ / 25 11/18 25 11 /18° OPO. O.L 000. 72° MAR 0000 0000. 01074 (o /XX) CAD � A 3 y MAY 0 0 200 1. O' / 4° MAX. HEAD /9ILI. CORNERS V DESIGN LOAD CAPACITY - PET Noma GLASS TYPE II FRAME NEIMt II ETCHES II II ExT.( +)/IM.( -) awls 16 MOH 3111VW u S i I I I I I 'WO TO II r- N / / \ \ \ \ �� e / / / / / / / / b 1 1 1 1 1 1 'WO Ira . • --. .-r • . t..====:... ,1 4N ii ii ii 11 II k it 1l ! .. , ,I �/ 1�� " H \ pi \ y = =?F t 11 \ 11 \ / 85-5 /8 I (NACRE A WARN 50.0 38-1/4 91-5/6 DESIGN LOAD CAPACITY - PET Noma GLASS TYPE II FRAME NEIMt II ETCHES II II ExT.( +)/IM.( -) II 80.0 S i I I I I I 'WO TO II DOM 31TOLI I I 4, — rrstrr - -- 80.0 II - 80.0 II II 85-5 /8 II 41 -1/4 WARN DESIGN LOAD CAPACITY - PET Noma GLASS TYPE SMUTS 610114 FRAME NEIMt %V & 'B' ETCHES INCHES ExT.( +)/IM.( -) 36 -1/4 80.0 41-1/4 81 -5/8 60.0 43 -1 /4 80.0 36-1/4 - 80.0 36.5/8 85-5 /8 80.0 41 -1/4 50.0 38-1/4 91-5/6 80.0 50.0 38-5/8 38 -1/4 97 -5/8 50.0 NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH a 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. (0) I 1 2 1 /4' MAX. HEAD /SILL CORNERS _IR.= warm 1NX. SEE CHART Al LEFF � 2 1/2' y 1 2 1/2' 78 3/8' MAX. FRAME MOTN •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • •. • • • • • • • • • ••• • • • ••• • • • • •.. • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •.• • • ( EnEt NOM vWAP L Pa 1 • 36883 MAY 06 20 W IDTH MAX. AT LEFT sheet _0_1( O LOCI( OPTIONS SING pOGFo; 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 3V FROM BOTTOM AND DEAD BOLT LOCKSET AT 32' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. SMOLA 3 POSIT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 3r FROM BOTTOM AND DEAD BOLT LOcICSET AT 32 -1/2 FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS; AZDIRLAD ACME LEA; 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 3E FROM BOTTOM AND DEAD BOLT LOCK SET AT 32° FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INFERIOR. INACTNF I FAF 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD bt DLL SURFACE MOUNT ACTUATING HANDLE AT 3e FROM BOTTOM APDIBL,f2: ADDS-1M 3 POINT LOCK SYSTEM BY 'HOPPE MEN SURFACE MOUNT HANDLE AT 3A FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 —ij2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TARN ON INTERIOR INACTNF LEAF 2 POINT LOCK SYSTEM BY 'HOPPr SHOOT BOLTS ENO* Ne BIMULTANEOusLY AT HEAD d; SILL SURFACE MOUNT ACTUATES HANDLE AT 3e FROM BOTTOM •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • •••• • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 'A' GLARING OrriQN$ Endo AMMO VIXAN PE I _� MAY 0 6 2009 GLAZING DETANL AT DEUTE PRIDRICT RENEWED B2Dt Cwk Florida Aeeapcmaa No •;, - , • z 0 1 u drawi no. W04 -37 sheet 4 o i • • • • • • • • •• • • • • ••S • • •. ••i •• • • • • • • • • • ••• • • • • •• •• • • • • • • • • • • •• • • • • • • •• • • • • • • • • • ••• • ••• • • • •••• ••••••• • • • • • • •• • • • • • • • • .. • • • ••. ...• TYPICAL moons SEE EI6NATWMS Fof SP PRIDOS Vtt1AA ' CA T N. (A- tAy 0 8 2009 MST% STRUCTURES N0T BY RC ALUMINUM. ` BY CLAZ W SYSTEAS AND ��>•>74t�� I TRANSFER THEM TO THE TYPICAL ANCHORS; SEE ELEV. FOR 1 /4' olk 0 k KWIK —CON U (Fu.163 KSI. Fy.1 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 —t/2 MIN. WOOD PENETRATOR THRU SPY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4 MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1 -1/2" MIN. EMBED INTO CONCRETE WOOD BUCKS AND 1(51) 4RA05 8 CRS) STEEL : 1/8 THK. MIN. (Fy m 38 NS) MIN. ALUMINUM : 1/8' THK. MIN. (6083 —T5 MPL) (STEEL. tN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) OWN Frinr WAN`b' INTO CITE AND MASONRY r 2.1/2 Apt. INTO WOOD STRUCTURE • 1 1111. INTO M TAL STRUCTURE . 3/4" MAL CONCRETE 1'e • 3000 PS *01. MANY A. ■ 16Od 901 MIN. SEALANTS. ALL FRAME AND PANEL JOINT, INSTALLATKNI SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SILICONE. FNMA BuRBABCGIN Accapaite .0 (X) .. ... . • • • • • • • •• • • •• • • • • • •• •• ••• •• • • • • • • 9 • • • • x *) • • • ••• • •••• • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • ••• • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • ••• • • 133 CAA MAY @ 8 2009 at i14 x ORWNc screws AF 4 FROM ENOS a� 12 *0.0. 1/2 • • •• • • • • • • :. 11)(11kRIOIE • • • • • • • •• • • • • • • • • ••• • • • • • • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • n t Siam MAY 0 6 2009 'RODUCT RENEWED • m• vfth 61Y Walk 4eCCAY9YSm No ,i r:T?C -, /`%, �• on Vi ON • .. ... . . • •• • . . • • • • • • •• • • .... • • • • • • •• • • .. • • • • • •. . . • • • • • • • ••• • • • • • • • • • • . • • • • • • • ••• • • • • • • • •. .• • • • • • • • ••• • • .. • •• • (DOOR W/ SIDEUTE) Cser W WWI M. PC tAlte3 d }Apy 0 6 2009 DIvIgIna f drawing AO, rrrarram 1 [ 2.025 14 1531364511 AS RECO. WEATHERSTRIPP0t0 7.115 2.187 .55 5120 3/16 x 1/2° It 4 SETTING BLOCK 6" FROM EACK VC 4.126 Q SNAP COVER 1421 - t /2" 4 3/4" x 4 SETTI4O 91.00*. - 6" FROM EACH HINGE STILE 1424 9049 -5113 4/ LEAF H OFFSET H1MOE ASSEMBLY 8005 -78 - - - .1S8 H6 INACTME LOCK S TR.E 'tB4 1426 0031.1.11511 AS 9009. WEA(BNERST9IPl _ L 1.887 Vi 03757270 DOOR W STRIPPtNO FINAi D°LON Ix - 2.262 WV V2 7 -059 Lout Buts VA41T. 115tP. PYC 4.208 1,2.16 V4 V -006 BULB WSTR*PPINO ice, WY-321 FRAME JAMB Bt - 1.024 00,3 .100 � - 1 .750 VD V -085 PEROXIDE THREAD -IN 901009 71101400 OWING BEAD S2 AS RECD. 03/8 " -16 X 2" L MEAD 0. FULL MEAD HX.MO.• - 1 FAR CORER i r 1.790 89 4/ NAM /12 - 24 X 3/4" 1.0. P14* 7.14. WHIM SCREW 97/57 H011 11Y8TK 1.1*09 E 10 - (LAM. IFISUL CLASS) 98 As REM IC M 1 -1/4" LO. PHIL, SKS. 97/87 A 7 FA5T6 s PI 3.125 4.125 9S? 858 SHUT 4 F0B LOCHS OPTIONS AND DICCROPVION 4.000 .100 `J ACTIVE LEAF LOCK STILE 1.245 ' 876 1 sea l --•582 CRAZING BEAD r € BR44 GLASS) ' E4 TOP RAIL LI 1.876 -. 1.870 i, .100 s80 It 61 .875 .070 ' 1.376 k •0 t t i �.i 7700 6673 1. 6 65 ; � 3.750 E ql ,z,, c ,„, • • • •• < RCI ° FRAME SILL • • • • 4 • • • •• • •• • • • •• 3.570 SA P8 1 38663 082 1.844 Was 31 3 942 .158 • .447 • • • • •,.. • • • • e • • • • • • • • • As04P •, rt ��, �• -. drawing AO. 1.750 : .: • • • • • • • • • . . � . w�J W04-37 � •• •• . .. . ••• MAY0 u;-- ANCHOR CUP �� ROTTO I RAE. (9 J • VERT,JAMB ST1t•• • • • Qitti 3 3.750 I Hamm l ooca.se 9LT8E11Wgi • 28V 481WSSCSi 1141314d013A201.ifteOlid '8 sanitaata { NouVII0dsI00 000ava -- ro ITEM # N NUMBER D DESCRIPTION M MATB1*TA1. M MANF. /SUPPL 3.770 3 129 4 . 100 _ 1.813 4.000 1 E _1 E FRAME KM _ 6005-15 - - 3.000 1 Et T .080 2 2.129 M I ' _ 6 8083-78 - - 1.629 I M1-11_ E 2.125 1 E! R RD4S -2a 2 2 F FRIUdE JAMB 6 6083 -T8 - - I I I E4 1 11049 -004 - 1 1/LEAF T TOP RAIL 6 6083-76 - - - 1 f f5 1 11045 -021 1 1/ LEAF W Want 1 Rm. 8 8063-76 - - _____11_________ I .. _ TYP. E E8 9 9045 -006 Y Y/ LEAF H HINDI STILE/INACTIVE LEAF LOCN 811LE s s -19 - - E7 R R045 -002 2 2 V VERTICAL JAYS STOP 6 606 - IX 3 s+ \4 1 .875 8 IS - 1.868 Vrt+ SX - 0.873 INV E ES 1 11049 -016 A AS i tit Q0. C CLAM PAL WSUL• tAA88) 6 6063 48 - - E9 0 0045 -007 A AS RE00. G E10 R RD4S -017A A A5 RE00. 1 1.00K STILE ACTIVE LEAF - -16 - - 011 9 9D45 -014 A AS 900. S SIDEL11E tEAD/RLL. TRANS01i JAMB 8 8005 -T5 - - r-1912 4 4.208 c 012 8 8545 -015 A AS RECD. a an AT SIDE LITE, HEAD /*LL AT TRANSOM 6 6083 -76 - - 1.688 i i 1 90 0 Eta 8 8045 -016 A AS RECD. S SNAP COYER .100 1 4.000 M .115 t t.470 019 8 8045 -026 A AS F1100. I INTERIOR SNAP COVER - - - - 000 8 81145 -030 A AS 9E00, A AHc1oR CUP. 8" t0NO 6 6003 -1b - - 1.7 Mt 8 8045 -1401 4 4/ LEAF 1 14561E ASSEMBLY 6 6006 -Td - - 4 9545 -1403 A AS REOD. F FLUSH 60L7 AT 3 POINT LOCK - - c•INDUSTRIES 2805 N.W. 75 TH AVE. WM. FL. 33122 � 32L (308) 592 -1515 (305) FAX 592 -2184 'ilro V300 imam am Sal 53eS) 0300311 TOMB II LIM Snit 38traCt "A38 NM lee 1 SIXIMI07 CCM and lt38 u� - u 1[ .t alwatil I •• .. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •. •• • • • • ••• • • DOOR TOP CORNER DOOR BOTTOM CORNER TRANSOM TQP /BOTTOM CORNER • • "% • • • • •• • • • • • • • • • • • SIDEUTF TOP /BOTTOM CORNER • •• • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • •• • • • • • • • • • ••• • . • j ••• • • • • ••• • • • • • • • • • • • • • •■• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i' X 2 -t /,2' X 1p' ALUM PLATE IFAF TOP CORNER Florida Building Code Online • COMMUI'NflY LAN111(YGc; HaOaasu4G & COMMUatr ,ogvELoPMENT EM NC' MANPGEME `. Y OFFICE OF 'Pi k SECRETARY' BCS Home ! Login User Registration Hot Topics I Submit Surcharge Stets & Facts 1 Publications FBC Staff BM Site Map Links 1 Search Product Approval USER: Pubic User product Approval Menu > Product or Application Search > Application Lot > Appgmtlon Seta FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida license Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Mtp: / /floridabuilding.orgIpr /pr app dtl.aspx?paranr FL7067 -R3 Revision 2007 Approved Custo r ndow Systems Inc. 1 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre @cws.cc Michael LaFevre miafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (3 s • 208 Mondani AAMA/101/I.S.2 -97 AAMA/ W DMA/ 101/1. S.2/A440 -05 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 • • • • • • • ••• ••• • •••• • • • • • •• •• PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Uridh, PE Validation Checkilst - Hardcopy Received ••• • • •••• • •• • • • •••• • •••• •• • • • •• • • • • • • • • • • •••••• aluation Report from a Florida Regista rrd►AI hitect or s Licensed Florida Professional Engineer • • Evaluation Report - Hardcopy Received •••• FL7067 R3 COI 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Year 1997 2005 2002 2002 1994 ••••• • • • • • • •••• • • ••••• • • • • • • • • • 1 of 3 8/26/2010 10:10 PM FL # Model, Number or Name Description :. . HS -8200 Viny ,. ■ . tal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of ._ Approved for ; - Yes Approved for use • . - . VHZ: Yes Impact Res! =• == Yes Design . -.= ; ure: +60/ -60 . Large Missile, 74x54, DP = +/- 60 psf, Installation Instructions FL7067 R3 II CWS -157A (HS -8200 Impact) Ddf FL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes aluation Reports FL7067 R3 AE 510485A (Eval Rep HS -8200 Impact XO 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, +J- 60 psf. Installation Instructions FL7067 R3 II CWS -232A (HS -8200 Imoact if FL7067 R3 II DuPont PVB•NOA )5 -1208 %Arta FL7067 R3 II DuPont SGP pipA 1- 1116 ;04.41 FL7067 R3 II Mikron NOA 06 -1220 01.Ddf • • •• •••• i Verified By: Roberto Lomas Created by Independent ThinPittP t Yes • • cation Reports •••• • • • • i FL70. R3 AE 510487B (L H -82E0 Impa_Ct XOX 11. 63 ..df 'NM Created • Independent M ed'-M Yes • • • • : ' •• •• •• 4 7067 HS -8200 Vinyl Horizontal Slider Impact HS -8200 V yi Horizontal SitdesImpect w/ AlumaMR. • • • • • limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistanb Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 °, DP = +1- 60 psf, Al. FMR. Installatl • Instructions • • • 4 FL7067 II CWS -186A tri6•tt20D Impact 24xj:b3).Ddf : FL7067 • II DuPont PVB NOA 05 -1208' 02.pdf• FL7067 •3 II Mikron NOA 06 -1220 ol.pdT • • Verifi = i By: Roberto Lomas 62514 Cr = - ed by Independent Third Party: Yes aluation Reports FL7067 R3 AE 510486A (Eval Rep HS -8200 Impact XO 72x63).pdf Created by Independent Third Party: Yes Florida Building Code Online hup : / /floridabuilding.org/pr /pr app dtl.aspx?para.Ill= wGEVXQwtD... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Department of Community Afiaks Florida Building Code Online Codes and Surds 2555 Sluanard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 p 2000 -2010 The State of Fiords. Al rights reserved. ICI Prtvap Stafpmpnt 1 Copyright Statement 1 Armcciblitty Statement 1 pl - h" Software 1 C I Contact US Product Approval Accepts: Wi E:1 • •• •••• • • •••• • • • • • • • 2 of 3 8/26/2010 10:10 PM Florida Building Code Online 3 of http: / /floridabuilding.org/pr /pr app_dtl.aspx?param= wGEVXQwtD... sct_urih"+et near. •. • . • • • • • •••• • • • • • •• • • •. • • • •••• • • • •••• .•.• • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • 8/26/2010 10:10 PM 64 Dr MAIL OVERALL FLONEE Hose CLAW DLO TABLE Cr CONTENTS GENERAL NOTES IL ANCHOR SIGIEDULS DP CHARTS IL GLAZING *Or SECTOR WM i ALT. FRAIN 167--4 WITRUSIONS II BILL OF MATENIALE---3 INSTALLATION DETAIL— 3r GLASS DLO MAX. SASH WITH • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • 41.-- • • • : • 1. fl po jcTsHowp4,4ERNm DESENED AND MAIRIFACTORED TO COMPLY WITH TM FLORIDA BUIUNNG CODErCIJIBERG EDITIM • • 2. GLAZING OPTIONS: (SEE SHEET 3) & APPROVBIACONPOURATIONS: We, 1/0* • • k (SHEETS 3) • • II • • • LOADS • ON TESTED FREON/REMO GLASS TABLES ASTM 01300 . • • • • ON, TESTED PRESSOR% WATER PEILTRATION TEST PRESSURE AND GLASS TABLES ASTIA 81300. 6. ANCHORAGE: THE 33 1 /3% STRESS INMEASE HAS NOT BEEN USED 04114E DESIGN OF THE PRODUCT. sea SHEET 114 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd.1.11 WAS WED POWWOW Ammon CALCULATIONS. &APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAME13 AND VENTS ARE FOLLY WELDED. STOLL JOINT SEAM SEALER USED AT FIXED InEren aft At4D HEACLEILL. 8. REFFREtica Ten REPORTS: NICTL-21034334 , NCU-21034334A, NCTL-011-3433-2, NCTL-00-3433-2A G. sews mons. DESIGTOGION F11342121. 10. WOOD BUCK OR STUD FRAMING TO BE DesaciNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBLITY OF THE ARCHffECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STJU41) FOR THE FOLLOWING: X OPERABLE SASH, 0 • FIXED SASH 12. SECTION CALLOUTS FROM OX ELEVATIONS APPLY TO ALL ELEVATIONS 01 A SWEAR LOCATION. MAX AVM 1T MAX.O.C. OTT/ BEE NOTE a INSTALLATION ANDS TYP. • • •• • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • •. • • • •• • • • • • • • It • • •• • ._.2 •• • • • • • • • ▪ • • • • • • • • • • • • • • • • 8'IL1A%.l.C. GYP) NOTES: 1. !ANTALLONE ANCHOR AT EACH LOCATION. 2. SHIM AS RECID AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING 814228. MAIL ALLOWABLE 814114 STACK TO BE Ito °. USE SHIMS WHERE SPACE GREATER THAN 1 /1B° 8 PRESENT. 3. LOAD BEARING SHJMAe Mal I BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. • 4. 8118' DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4 INTO MA Y THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 I/r SHALL BE ACHIEVED. 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1air INTO 2 BY WOOD BUCK. B. 111 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MAN. EMBEDMENT OF 1 1/6 INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. B. ALL I STALLATKk4 ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.. 9. INSTALLATION AN CHOIS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION B4STRIJOTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NEI MAN STRENGTH SPECIFIED BELOW. 10. BSTALLAT(CN ANCHOR CAPACITIES FOR STS HEREIN ARE BASED D N SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTE81 %%11 ,..v.- A. WOOD • MINIMUM SPECWIC GRAVITY OF G -0.42 ., B. CON CRETE - MNBAUM COMPRESSIVE STRENGTH OF 3100 PSL .. %. ,,,, 4. C. MASONRY - STRENGTH CCOIFORMANOE TO ASTM C.BO, GRADE N. TYPE 1 (OR GREATER). WRITTEliPERIOSSIONOF CUSTOMINOOWSYMMS.M.O • • • • • • • • ONIN • !ROl•lTaMM C01100N1MN. r Y• 6 PT' (• R' mow. ' THE NPOINATON U0NTAINEDN}}FF��B8ORAWIte, IS THES01 0 .. u WINDOW 8Y819B.NC.ANYl OWOIImI N PLAIT UM AWINOI.E P s ,. tL 't • L1iT'1t ►a' WOSONSYS2442 B.W. 44THAVENBUE FLORIDA 34474 MSTAuA ANCI4DRS T TION YP. 11/24400 No« CW3-118 20F7 CO3 tODITY SIIAS (TBP•11P) WIDTH (IN) HEIGHT(1N) GLASS TYPE 19118 383/8 S9 5/8 - 56 731/4 26 A 460/-60 440/-60 440/.60 4401 -60 460/-60 261/2 A +601 -60 440 /-60 +60/-60 +60/-60 +601-60 37 A 460-60 +60 /-60 4601 -60 460/-60 +60/-60 531/8 A +60/-60 440/-60 4601 -60 4401-60 4401 -60 55112 A 4601-60 460/-60 460/-60 +601 -60 46W-60 641/4 A +60-60 460/-60 +60/ -60 460/-60 460/-60 +60/-60 460/-60 +041-60 +601-60 14040 460/40 x•60 +601 -60 440/-60 4601 -60 4.60/-60 4601400 460160 X1-60 +601 -60 460150 440/60 +60-60 +60/ -60 460-60 460-60 +601 -60 +60-60 +6W-60 4601 -60 460-60 +60/-60 +60/-60 460/-60 +60-60 +60140 4601-60 460/40 +40-50 WIDTH (IN) GLASS TYPE 24 3/4 A 271/2 A 29112 311/2 351/2 391/2 41112 431/2 54 1/4 81MGGR:(tN) A +601 -60 460160 +60 %80 +60/40 4601 -60 +80 /-60 460/-60 A A A NOTE. • • ... • • • ... •. .. • • • .. .. • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • ... • • • • ... • •• • • • ota A +60140 +60/-60 +40-60 +60/-60 +40/-60 +601 -60 4601 -60 4MY-60 460140 A +601-64 460/-60 +60/-60 4601 -60 460/-60 +601 -60 460 /40 460/-60 40/-60 1. W SWE WENDED IS NOT SHOWN, USE NEXT LARGER SUE SLASSIMILA • • N10�1l6a •' ra sacaa►ro.c i oti aszliato 4M1�0la !NO•+�n�1NM 9,i • : ✓i. yY • • • • • • • • 17 718 29112 31112 351/2 39112 411/3 43 fa' 49 h all: 531/A 4401-60 460/-60 +60 /-60 +60/ -60 460/-60 +60 /-60 +60/-60 4602 -60 +60/ -60 460/-60 +60/-60 +60 /-60 4601.60 4601.60 +601-60 +60/ -60 460/ -60 401 +691 -6Q 4601 -451) +60140 + 60/-60 +60160 +601-60 +60/-60 +60/46 +601 -60 +60/-60 46040i 460 •68 40601 460/ -60 460/-60 460/-60 + 60160 460/-60 +60.60 +601-60 460/-60 960/ -60 460/-60 +60/40 +40/ -60 +60/ -60 +60160 460.60 460160 +60/ -60 460/.60 +60/-60 +60/ -60 +60140 +60/40 471/2 A +401-60 +601 -60 +601 -60 +601-60 +60/-60 +60/-60 460/-60 4601-60 46W-60 +40-60 51 I/2 A 460-60 460-60 +60-50 +60/40 +60/40 +40/-60 460/-60 +60/-60 4601-60 460/40 A 440-60 +60/40 +60-60 440/40 460/-60 +60/-60 460/-60 460-40 4611160 46040 460/-60 460140 460/40 460/-60 +60/-60 +60/-60 460/-60 +40/ -60 4601.60 +6040 • •:It • e e • Wane r.. 1800 8. W. 44TH ASAVENU1474 E •' • 0ALA,PLORO X4 o `HO" - 8K' OP CHARTS 8 GLAZtNO • IMPACT eon L. y • -8400 • .L. • a 4ilir !•- : `vi,aua"• t� • • t t tA` . (jea /*rt A i L tTEO PER NEW FOC REQUIREMENTS 10170719$ or: 11/2412901 NTS weo.: OWS-0SB A 8 0F7 OVERALL RANGE HEMINT f \ TYPICAL. VERTICAL SEGTP1 w N�te�.weA�+GU1 AY • • • .. • • • • • • /OITYPICAL vERncal M TloN • • • ••• • • • . ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• . • • • • • • • • • • • • • • • • • • • • • - • .. i • . . . - • .. ••• .. • .. . • .. • • • • ••• .. • CDT/MON. HORIZONTAL SECTION ALIERIAILENHISO MEMO % MIMS • . WOG B.W. 44114 AVENUE `.,r7OA A, FLORIDA 54474 .4 4. • mom -1 SECTION VEWS & N 5 • IMPACT MB elnYatiTIONCONTAMED INIMORAWING IS MB :., ` • v 'A '" � " " r ADE F 1 V841200 NTS E#Ol1NTA11fAt0001/BaOK ��} MOSYJAWSTEAB . INC. MII IBR000OTIONNMRTORAB A ' e ::%.4..". ttavtasital A • Y T••• f�_f.,,yleo 4 C1``.' a ` • •y• ..• t `' . • .• v' I& 4 V. t► Y1etl 148931 1bbR., 8+twIR3., NC. I1 2 148901 tA1 InA.SR WAIN Pig a 3 148W1 INA43.8+t w8ft. WQ LJb 4 WW31 MW Pt. VI, l t..PVC. RA. 5 241532 Mut. RA Atd. r 1440V 8141tMot RA PVC a 144497 t 5863Ant RIP 9 144838 BN88811 PA PVC 10 8.1438 Allot B,B Rl0,B.R, 11 +44904 881h T4y1861. R I 12 84695 _,Mwut 13 84055 A. 8d., Nis lem7,P><d.. 140mt1. 14 &8058 Oa. 8d. 318 MARS, Vet 15 84058 GIL 6d., 318 bot.13806 Ham. 14 84358 ALAI. AA 1e7.6888. Pwf. 17 8.8013 Bcm.Ad4r4.,wl*1b. PfC 18 84614 Sm. Adept. WC 21 0.9304 Misr, Tandem 22 P4783 2894, Wo 23 P3754 A443: WC 24 P3218 Wasp Orrerw /Rtp 25 P4531 18ItAla t41t.Flow17 MW1boh 24 P4416 W98,03170n.1471wdcR+BptGray 27 P4758 la 8 2000 As 25I 29 P47611 ler0.628PhR4886 30 P4851W 58 r1.25036p+711t S. 32 P4741153 46821125Qnd01419655 34 P4342 80on8dwt. 35 83752 Casa% llr Hole 36 MCA 1431262, Trussd, 7 38 _ 93352 84.ak.aattr 118'■a18rY2 tq. 39 P4843 134409 Gains& bOP tARC746.1426618872F.AUX 40 PAO fiery 121.1 4! P4213 019 Ltt (WW01 42 Atmn21d 43 Ohms, Sash 46 P4215 5224en holm Post. 47 P4218 Amen Raw, WO. P4321 Wean From 0 164 49 09581 818•21386, 18418Rambo 50 P332a Sono 8p5ne..1 W 018., 86. 51 03096 84mmsn+W Tab 52 a 1:83/14911034, 85 54 148036 thin P., SAW Rn.. WC 58 04119 50240r 8255021. 56 84112 Bpd 87 134558 01836,W0hp89t 53 84578 Pram Clid, PAS bp81 59 8.1577 Com 2 m 130121 WCbpmml 60 84675 Mr Tank 61 P4437 11368kpe•.01r Combs N7 PVC FRAME FLANGE- 8031 9nr HORIZ PVC SASH TOP/BTM RAIL -6004 �11N18 1s PVC SASH SIDE RAN. -6028 rwr.4 GLAZING BEAD S -1112 ALUMINUM 6063•T6 r S.B.RJS.S.R. -1498 ALUM. REINF. 8083 -T6 1 li Nis• • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• 1 • • • • SASH MTG. RAIL-1497 9 • >- • _ • • ° U M& RE NF. 64X1348 • • • • • • • • 1- - 111r • •• • • • ••• •• PVC FRAME FIN -6026 23116" PVC SASH MTG. RAIL -6027 1 Ur PVC FIXED RAIL -1802 ALUMINUM 6063 -T6 PVC ANTI LIFT 005 PVC GLAZESEAD - 8056 •. • 1 76' .a� RN ADAPT4013 VERT. SCRN 4DAPT - • • • • • •. • ROLLER TRACK -1627 ALUMINUM 6063 -T6 1 SCREW SUPPORT P-3119 SASH N PACT HOOK-1556 PLAN VIEW OF SASH HOOK PLAN VIEW OF FRAME HOOK nt °" :.. PIOM1e9111115 MR 65111New86 - a ilia�g0447 cows= Nue044Na111 FA: 4 MITTEN raw wantara 6 T 6 %MS IMO : a �{,.. 1' . ... - L. ' w • fb 4 : a .. ■ (ALL CO WELD 58" (HEAD) FRAME IMPACT HOOK-1577 ALUM. 6063-T6 (HS HEAD) 1 318' JAMB) s• • FRAME. &PACT TOOK -1576 PLAN VIEW OF FRAME HOOK ALUM. 6083 -T8 (HS JAMB) 1Mr 3ATE13 PER heal F80 ReauiREmetas S.W. • • 44TH AVENUE X34474 FIXED &METEORA& SCREWIER 1CGEflIE4 WITH a/WBRMAME A WNU 3 -T6 11/2412011- 4 CW8 -188 80F7 LUZ OM NT) EXTERIOR FINISH STONERS MMA WINDOW FRAME . ' .W HEA MESMER CAULK INSTALLER W FRAME PERIMETER (MILK BY INSTALLER EKTERKIR FINISH OTHEM ...... • ► ►• ►•• do. ••.. • • •a • ► ► • "MOTHERS LUZ (MIN /RN.VERTICAL SECTION 1/4111 FRAME (MAINNOM LUZ �- (ME EDGE DIST4 ORWELL (MOTHERS BY BUCK MID OPENING THEIR ESTALIAIIONANCHOR. OIL MASONRY SCREW MEOPREIE BACKED ASHER@EU SCREW SUPPORT s car OTHERS .1 :.• . • DRYWALL BY BUCK 4Y OTHERS Z1/4< 'DNA DEE NOTES & 20N BHT.23 BY NE N142*0 AM ORE/ SCREW w/NEOPRENE BACKED WASHER NEE SCREW SUPPORT INSTALLATION ANCHOR. storm MESEV SCREW allEOPREDIE IERUSCREW SUPPORT BY INSTALLER HEAD H ISRENGTHSTT111CTURAL OAaUTBYOTHERS v4• MAX M BEEDMENM LUZ OONN� 211S SAL STOOL SYMMS MN .: UIC 2 • ; • EINEM • x 41 i •. OTHERS EXMOOR FINISH warless TO • MAIB SILL LEVEL. BY OTHERS. NOFSZCNTAL MOTION IV FRAYE(NASONRY) PERIMETER CAE@ BY INSTALLER EXIERIORENKE DIMMERS • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • ••• • • • ••• • • • • • aue • • • • • • • • • • •• • • •• 1W MAX SHI A BEE NOTE 24 3 O 8NT.2) CAULK UNDER SCftEW HEAD UNDER SSNEWNOAD • • Jr SYINBTA • • • • • • • • PENMEN CRUM BY WINDOW FE= SILL • • • •• • • WINDOW FRAME JAMB fINULTERNATE PST SILL DETALL 1.81 FRAME BESONNO 4 NM9lBITAIPMAI®OOBMTd1YL — i LLER ENSTALLA710t1 ANCHOR, Mir DIA. BACKED T WABM$R TEE SCREW SUPPOR CAULK =ER SCREW MEAD BYNIBTALLFR &1 1— CONCRETOWEINRY HEN EDGE INST.) JAMS FRAM- e • • 13� • • (MIN ENNIONINNI • • • • (SEE ESTE288ON1 BYP � EXTERIOR MOM BY OTHERS Ur MAX SHE SEE mars 2a2ONBHT.m (MI EMEIEDIENT) nI BNPOWNN 'RONOOWIq"NIiBORifiNT►66B8TIl� ' r° • • la V I t ', r• i .. j • • INSTALLATE N ANCHOR, 8 • Its BACKED • • • WASHERS IBO W • j' SUPPORT /O ITALEEOTIO�1 ("pi (WOOD) ORYWAIL EM OTHERS WOOD BUCK BY�OTHERS CAULK BETWEEN BUCK MD OPEME BY OTHERS SKENT■WAS eV OSIERS EXTERIOR FINISH ISOMERS CAULK BEHIND FIN BY INSTALLEN WINDOW WRAP BY SWAM PERIMETER CAULK BY DISTALLER WINDOW FRAME HEAD WOWS FRAIN BEL PERIMEM CAULK B Y INSTALLER WINDOW WRAP BY MALLEN CAUUMBEND FIN Ent PLETAU.ER SCIERION FAWN BY OTHERS SHEATHING BY OTHERS LKINTICAL SECTION MCMINN LUZ NON BABEDMINIS .LLIZ OEN gammon 2 BY WOOD SUCK MOTHERS INSTALLATION ANCHOR IS W000 SCREW VC MAXIMA SEENOTES ON Mt roll am spIT.4 2 SY WOOD BUCK 0 BY OVENS INSTALLATION MOOR. WOODSCREW • • • • • • • • • • • • • • • • • • ••:. e i: e t . • • • • • • • • • • • • • • • • • • a • • • • • neetfopmanos oatemaeu a no Mot* NMI •PLO•neMei INSPISCAMINDowassmaL .• • • — • WIXOM BMW, P10. REPROMION WIPARTG**11 A warns, PERIMISIONOF CUSTOM WM= MIMS. Oa IS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • HORIZONTAL SECTION FIN (W000) . • Vt •'••• $ WINDOW STSNWS B.W. 44TH AVENUE ROMA 34474 "MN i?Er I 1124NZIOS • • 6200 r*S11225ag.. **, • MW lieffiL %WIER AGAL*. NTS Pau.Nu.: CINRAS - • t:6! 4.-44-0731: 'waif. Lei late Patti: oF •••■ dir PIT. L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville. NC 27023 336 -945 -9695 Manufacturer. 1 of 2 Custom Window Systems 1900 SW 44 Avenue Ocala, FL 34474 Engineering Evaluation Report Report No.: 510486A Product Line: Series 8200 Vinyl Horizonte Slider — Large Missile Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Product description: Horizontal slider is made of PVC. Main frame is of mitered comer construction. Panels are of welded and mitered comer construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -186, Revision A , titled Series 8200 PVC Horizontal Slider— Large Missile Impact prepared, signed and sealed by L. Roberto Lomas P.E 2. Test report No. NCTL 210 - 3433 -1, fin installation, signed and seated by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/I.S.2/A440 -05 Design pressure: *80.Opsf Water resistance: 9.Opsf ASTM E1886 -02 and ASTM E1996 -02 ASTM E1888/ E1998 Large Missile impact Test, Levet D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, *60.0 psf design pressure 3. Test report No. NCTL 210 - 3433 -1A, fin installation, signed and sealed 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, ±6O.0psf design pressure, 10.125psf water peeetration'. *do ' TAS 203-94 Cyclic Pressure loading 180.Opsf design pressure • .. • • • .. • 4. Test report No. NCTL 210 - 3433 -2, flange installation, signed and seated by Gerard J. Fpjrm e.E. •.; • • National Certified Testing Laboratories, Orlando, FL ••• • •• • AAMA/WDMA/CSA 101/I.S.21A440 -05 Design pressure: ii30.Opsf • •••• • • •••• • Water resistance: 9.Opsf •••• • • • • ASTM El 886-02 and ASTM E1996 -02 ASTM E18861 E1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E1886/ E1998 Cyclic Load Test, *60.0 psf design pressure 5. Test report No. NCTL 210 - 3433 -2A, flange installation, signed and sealed by Gerard J.:Ferrara P.E. • • National Certified Testing Laboratories, Orlando, FL • • • TAS 201 -94 Large Misslle Impact Test •.. • • •••• TAS 202 -94 Uniform Static Air Pressure, *60.0psf design pressure,10.125psf water penetration!„ .. • TAS 203-94 Cyclic Pressure loading i60.Opsf design pressure 6. Anchor calculations, report number 510314A, prepared, signed and sealed by L Roberto Lomas P.E. • • •• •• ••• • • • •• • • • • • Luis R. Lomas, P.E: _ FL No.: 625x4 11/2.5/2008 • • • • • • •. • • • L. Roberto Lomas F.E. 1432 Woodford Rd. Lewisville. NC 27023 336 - 945 -9695 2 of 2 Engineering Evaluation Report Report No.: 510486A LMrlfetfons and Conditions of use: • Maximum design pressure: *60.0psf • Maximum unit size: 72" x63" • Maximum D.L.O.: 32" x 56 9116" • Units must be glazed with 5/16" single laminated glass consisting of a 118" annealed — .090" Butacite PV8 interlayer by DuPont -1/8' annealed per ASTM E 1300. • This product is rated to be used In the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be rigid PVC per N.O.A. NOA 06- 1022.01 • DuPont Butacite PVB interlayer per NOA 05- 1208.02 Installation: Units must be installed in accordance with approval document CWS -186 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the products) for which this report Is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). • • • • • •• • •••••• • •••• • • •••• • • •• •• • • • • • • • • • • •• • • • •• • • •••• • •• • • • •••• • •••• • • •••• ••• • • • •• • • • • •••• • • • • • • Luis R. Lomas. P.E. - FL No.: 62514 11/25!2008 • • •••••• • • • • • • • • • Florida Building Code Online BCS Home a Log In User Regtstratbn i Hot Topics Product Approval USER: Public User Rodud Anmoval Menu > Product or Aovnatbn Search FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature Technical Representative Address / Phone/Email Quality Assurance Representative Address /Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida license Quality Assurance Entlty Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) lttp://floridabuilding.org/pr/pr_app_dtaspx?parain=wGEVXQwtD... FL9520 -R2 Revision 2007 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws.cc Michael LaFevre miafevre@cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre@1cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 52 - - - Ext 208 ph©cws.cc Windows Mullions Evalua Roberto Lomas ¢ htatr • • • • • •• • •••••• • 000000 •••• • • ••• • • • •• •• n Report from a Florida Registegal or a Licensed a Professional Engineer • • • • • • Evaluation Report - Hardcopy Received o • • • o • • • • • • • ••• • • •••• • •••• PE -62514 Keystone Certifications, Inc 12/31/2010 Steven M. Urlch, PE Validation Checklist - Hardcopy Received FL9520 R2 COI 510190B (Impact 3 In Mull Eval).pdf Standard AAMA 450 -06 ASTM E1300 -02 ASTM E1886 -02 ASTM E1996 -02 PA TAS 201/202/203 ••• • • • •••• • • • • • •••• • •••• •••• ••• • • • • • Year 2006 2002 2002 2002 1994 • • • •••••• • • •••••• • • ••••• • • •••••• • • • •••••• • • • 1 of 3 9/2/2010 12:57 PM AFL # Model, Number or Name ' =-- ription 9520.1 3" Alum. Tube Mullion ° Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 53 1 ° oriz. span, Max. 63° Vertical Span. Installation Instructions FL9520 R2 II CWS 150A (Impact 3 in Muil).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Micron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510190B (Impact 3 in Mull Eval)•pdf Created by Independent Third Party: Yes 9520.2 4° Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 74 1/8° Horiz. span, Max. 76" Vertical Span. Installation Instructions FL9520 R2 II CWS -146A (Impact 4 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf • • • • Verified By: Roberto Lomas 62514 • • Created by Independent Thin; Parlor! Yes • Evaluation Reports • • • • • • • FL9520 R2 AE 510194B (IrrippStal.is Mull Eval�.#aif Created by Independent Thir etaa es • 9520.3 5 1/2" Alum. Tube Mutiton 5 1/2° Alum. Tube Mullion, Hoec ntal $c Verttost F I eft • Flange applications. (IMPACT) • • • • . Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max 111 1/4" Horiz. span. ••. Installation Instructions • • • • FL9520 R2 II CWS -192A (InfpAct Mull).pdf FL9520 R2 II DuPont PVB NO& 8341208 02.pd FL9520 R2 II DuPont SGP IVA b7- 116- 04.pdf • FL9520 R2 II Mikron NOA 06 -1220 01.pdf • Verified By: Roberto Lomas 62:14. • • Created by Independent Third Party: ' %s • • Evaluation Reports •••• FL9520 122 AE 510197B (Impact 5 In Mull Evai).pdf Created by Independent Third Party: Yes Florida Building Code Online http: / /floridabuildimg.org/pr /pr app _dtl.aspa'?paraimFWGEVXQWtD... 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Appr Date Approved Sum ry of Products Method 1 Option D 04/30/2009 04/2009 2009 06/09/2 Department Rod& Bulking Code of Online Codes and Sods 2555 Shuman/ Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487 -2824, Fax (850) 424 -8436 ® 2000 -2010 The State of Florida. All rights reserved. frkew Statement 1 Coovrk ht Statement 1 Accessiblty Statement 12ltw -in Software I Customer Service Survey !Contact Us Product Approval Accepts: ICI ICI • • • •••••• • • • • ••••• • • • • • •• • • 9/2/2010 12:57 PM Florida Building Code Online 3 of 3 Mtp: / /floridabuilding.org/pr/pr app_dfl.aspaf?paramwGEVXQwtD... %ecurItvMMT6tic5 Credit AVE •••• • • • • •••• • • • ••• • • • •• • • •••• •• • •••• • • •••• • • •• •• 000000 • • • • • • • • • • •• • • •••• • • •••• ••• • • • •• • • • • •••• • • • • •••••• • • ••••• • • ••••• • • • •• • • 9/2/2010 12:57 PM L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27012 336-945-9695 Manufacturer: Product Line: 3' Mull Bar Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Comp#ance: 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 compiles with the Florida Building Code. Product description: Extruded aluminum mull bar 1' x 3" 6063 -T6, part number H -1573. Supporting Technical Documentation: 1. Approval document drawing number CWS -150, Revision A, titled 3" Mull Bar — PVC Mull Bar, prepared, signed and seated by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210-3422 -1, -1A. -2, -2A, -3, -3A, -4, -4A, NCTL 210- 3427 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL. • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMAIWDMAICSA 101II.S.2/A440 -05, AAMA 450.08, ASTM E1886-02 and ASTM E1996 -02, TASS201, TAS202 and TAS203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" and 9.251bs at 50 ft/sec. o Design pressure: *67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test: i67.5psf design pressure o Large MIssrle Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 51019113 prepared, signed and sealed by Luis Roberto Lomas PE Limltattlans and Conditions of use: • Maximum design pressure: i67.5psf • Maximum horizontal mullion span: 53118" • Maximum vertical mullion span: 63" • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. Engineering Evaluation Report Report No.: 5101908 • • • • • •• • • • Units mulled vertically without transom may be mulled indefinitely as long as maximum int.lift is not... • exceeded. • • • • .• .. .• • This product is rated to be used in the HVHZ • This product is impact resistant and does not require impact protection in wind borne deists • ns_ • . • Design pressure of mulled units shall be controlled d by the lesser design pressure dew assembly components; the mullion or individual window units. • • • •• • Installation: Mullion must be installed in stria accordance with installation Instructions document CWS -150, Revision A Window units must be installed to substrate according to window manufacturer's installation instructions andlor approval documentation. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing -the product(s) for which this report is being issued. Also,1 don't have nor will acquire a financial intetepatellitether entity involved in the approval process of the listed product(s). a�� , . . ••• •••• • • • • •.• •••• 1 of 1 l..iti 1#.' rt ••. • • • ••.• • • • • • ••. • • • •••• • • •••• GENERAL NOTES IL ELEVATK*18........,..1 DEIGN PRESSURE CHARTS._..,....»r....3 MILL BAR SECTION INSTALLATION 3" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS • is • • • • • • HIEPIYan aO 001•101I11uL • • •• • • • ••• • •• •• • •• •• • • • • • • • • • • • • • • • •.• • • • • • • • • • • ••• ••• • • • •• • • • • • • • • • • BAR INSTAl. 4TOXII REQUIREMENTS: •• • •• 2 . F• SWAIN: • • • • 7 • • • • • • • • • • • EXTRUSIONS ARE 6063 -T6 ALUMS 6. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. SUCK AND FRAMtDIO LS RESPONSIBILITY OF ARCHITECT OR ENGINEER OP RECORD. 8. CONTRACTOR 18 RESPONSIBLE FOR MARITAINEIQSTRUCTURAL INTEGRITY CF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE 10CAL TAWS, INELDIIG CODES, ORDINANCES OR OTHER BAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGNEER OF RECORD, emote OWNER OR CONTRACTOR, 6, APPROVED ALT PROTECTIVE SYSTEM IS NOT REQUIRED FOR TIM PRODUCT IN AREAS WHERE WOO BORNE DEBRIS PROTECTION IS REQUIRED. 6. REFERENCE TEST REPORTS: NCTL2103422.1, NCTL 210-342-1A, NCTL 21014224, NOT/ 210142244, NCTL 21034223, NCTL 21044221A, NOT1. 21034224, NCTL 210442244A NCTL 210$4271, NOTL 21014271A, NCR 21014274 NOR 210442T -2A, NCTL 2103IO73, NCTL 210- 3427-3A, NCTL 21034274, NCTL 210.3427.4A 10. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL, 11, SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. otHEET 2 9 31 12. DESIGN) PRESSURE OF MULLED UNITS SHALL 82 CONTROLLED SY THE LESSER DESIGN PRESSURE OF THE ML LUON OR 'ME INDIVIDUAL WINDOW UNIT. it SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO 02 ma= TOGETHER MUST BE MANUFACTURED ST CUSTOM WINDOW SYSTEMS. INC. AND KIST SE MADE OUT OF VINYL-PM 14. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL. MULLION IS 1080 TO MULL SIDE BY SIDE UNITS TAR. 16.VERTICAL WALIB? LRIRS MAY BE MULLED 843EFI ITELY AS LONG AS THE SINGLE 1301T WIDTH AND HEI HT ARE NOT EXCEEDED. AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. • • • • • ••• o. fifeMWi TIONCOMWED MrifBM ONOle MNEWLS ROPEOrt ` .'.v' a t :~ � �" MOM SYSTEMS, Oa KW f15P•001AMON 10MITORPa A YVA= • , t • a• wernm sommeioNoFoArrom w1Npowswam, MaIS +Or•NIVO. •e,,.. • - -- • 1. TFTE PRODUCT • SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BULGING CODE, CURRENT EDITION, INCLUDING THE H VHZ. A 'UPDATED PER New FI3C RECWIREMENt 07107JI16 r THRU FRAME & MULL BAR (FLANGE) TKO . 1M�NOCHVINA P' " °°®!/ MO f4Nf1TEN Rif YWW1FO S& A • • ••• • • • •• • •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • • i i i -.1° • • • • _ • • • • • • • • • • • • • • SEE :Owe •• • • • • •• SEE NOTE 8 NOTES: 1.1. INSTALL ONE ANCHOR AS EACH LOAGTUNN ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACI4p SHOWN IN THE APPROVED W UNIT INSTALLATION INSTRUCTION, WHICH EVER REQUIRES MORE 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA lW TAPOON OF SItFICIENT LENGTH TO ACHIEVE A 1 1/4• MINI EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 410 WOOD SCREW WITH A p1 W OF SUFFICIENT LENGTH TO ACHIEVE A 13M' MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MCA.LION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING t1O ■ S HEX WASHER HEAD TEX SCREW (REM r)• S. AU. INSTALLATION ANCHORS MUST BE MADE OF A cOPROSION RESISTANT MATERIAL OR c0AT1NG. t. FOR INSTAUATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION INSTRUCTION. 7. INSTALLATION ANCHORS SHALL BE iN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT SE USED IN SUBSTRATES WITH STRENGTHS LESS THAW THE MB )VIA STRENGTH SPECIFIED BELOW. 8. INSTALLATION CAPACITIES FOR PRODUCTS HEREIN ARE BAWD ON SUBSTRATE MATERML WITM THE FOLLOWING PM/PERMS: A. WOOD - MNIMUM SPECIFIC GRAVITY OF 6.4.42 B. CONCRETE - ANNIMIAI COMPRESSIVE STRENGTH OF taw PSI �. C. MASONRY • STRENGTH CONFORMANCE TO ASTM C-44, GRAPE N, TYPE 1 COM GREATER) us : ,1 • R . P ttbt� �i X0 �1 i f 6 s.•• rA I. 1j : N /iN OWES TF�RL FRAME 8 MULL BAR • • • • SEE more • • M*4*YP) 14' VW) A !UPDATED PER NEW FBC ANT 107/07 THRU PRAMS 8 MULL BAR ISM 8V1 44TH AVE. tl CALA, FLORIDA 34474 1. r � • ANCHOR SCNEDLA.6 a NOTES - 3' MUMaul* 1 ..4 : LL n HNWNHY: !0' SAWN 4$ • N 1 rr8 OWe'10 � A -r 40F7 3' HaRIZONTAL MULLION 1+1573 WITH 8.1522 CLIP, _ IV (M ON P1V5SUIRCAPA' - CHAS FS ) Tai ' c, 111 (14 . � T ( ) .•yam <, 231/2 431/2 531/8 231/2 :_ IM111111 26 518 Jai= 255/8 187.5' .: 7$ 367.5 t6 .5 i:6 5 *87.5 387.5 ±67.5 marAssintzmuidi 147.5 387.5 187.5 167 167.5 367.8 265/8 � "� ± 387.5 IlEgi iftie 114B 111E11 lEill ±67.5 28 387. 18 .5 ±87.5 187.5 !67.6 157 1111aLall 187.5 187.5 387.5 187.5 531/2 28 8 ±87.5 367.5 167,5 ±57.5 167.5 167.5 28 5(8 28 516 28 518 167.5 187.5 .5 187:. 167 367.5 ±67.5 18 .5 167.5 167.5 157.5 187.5 367: *675 387.5 167.5 #8 16 .5 ±81.5 167.5 181.5 IIIII' &1111 14 .5 01111 .:.5 _ 387.5 357 387.5 387.5 387.5 M M 71 1/2 72 255/8 187.5 357.5 3167.5 187.5 ±87.5 357$ ±67.5 157.5 167.5 3675 167.5 3" VERTICAL MILLION H-1573 WITH $ -1522 CLP, IMPACT cam PRESSURE CAPA . • _ . -< tai c1:t[j j 111/2 231 ±67.5 MIL] - 10111111 187•5 1111FAIMISIIIIILMI INMAN ±67.5 ' . 261/2 357.5 Jf =ULM 1///111E 1111 x67.5 ~ rI'� 15 - r 7?:11111 431/2 *67.5 36 .5 211111 187.5 =MN 18 .5 OVA 157. 471/2; 531 187.5 187.5 MIMI 187.5 167.5 ±57.5 1675 167.5 197.5 07: 11111122111111 187.5 367.5 387.5 MIMI 367.5 *67.6 11111E191111 INICILIIII ±67.5 357.5 1515 *81.5 167.5 1111E2M111111C011111 167.5 167.5 387.5 ±67.5 357.5 167.5 16 187.5 387.5 387.5 ±67.5 �, e1 t 167.5 487.5 1111.' 0111 147.5 187.5 M1 =�' ME ±67.5 157.5 3875 IS .5 157.5 ±67.5 � rm l • TED PER NM FBC REQUIREMENT 187/07!88 4 r ' INDOI v y�r � � 3X8 a�oRaeAtbta iaAlJ OH PINY r ' awmcr rt wanoa r0•A8Aalme r w r tanoP w asro�evromva ars u'''' . c . • r •• • • a 114 AVE. yy * ,(• 4 ' . s• . . . �_ • -PREMIER �t.RT$ -tfiAA o. • �T'80e .• • ,. . c . - � r 0 aLROBEATO la •�. P.&.1pi ..... • • • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • • • •• • • • • • • • • • • • REIN NO. PART N0. 1 H -1573 2 P-3767 3 4 6 S -1522 8 9 S -1572 10 S -1571 11 S -8018 13 P -3486 2 ail L INSCRIPTION MULL, 1318'x3' PVC SPECIFIC *10 x 1" HEX WASHER HEAD TEK *10 x 1 112', PANHEAD PHILIPS ZINC *10 FLAT WASHER RETRO FR MULL'ANCHOR CLIP CAULK DRIP ADAPTER FLANGE ADAPTER MULLION INTERIOR COVER MULL OAR CAP ALUMINUM 6063 -T6 (FIN) • • • • • • • r-2 mot 0 •. • 3a MULLSAR -1 X73 ALUMINUM 6063 -T6 am • • .•• • • • •• •. • • • •. •• • • •. • • • • • • • • • • .•• • • • • • • • • • • • • • • ••• • • • • DRIP ADAPTER S-1572 ALUMINUM 6063 - T6 RETRO WPM S -1522 ALUMINUM 6063 -T6 (FLANGE) • ••• • • • • • • • .t. lv M WNW* MVO" MM MN MMKOPIIM N AMOR MA WOW Pt oaxwenata COMMA MB ~le 12 DIE SOW PROPERTe OP • • • • •. • • • • ••. • • • • • • • • • ••• • •• i •..1 e. • a i.Sr, e ,rte' o; la- pia '� I W.. l•e s` `4 • • ••• " FLANGE ADAPTER S -1571 ALUMINUM 6063 - T6 MULLION IWTERIOR COVER -8018 Pvc F}PDA'TED PER NEW PEC NT SINGLE W •OW W bE WTE NOTE 1. FOR FN APPLICATION, REMOVE FIN FROM MULLED LOCATION PRIOR TO ASSEMBLING MULLION TO WINDOW UMT. • • ••• • • • •• •• • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • ••• • • • • • ••• • • + • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • •• • • • •• • • • PROPRIITIIWROUNIPCO RAL 'f NE RIIOtWnONCOMAlNED DRUM IS TrE 6W6 PROMITYOF WINDOW 8T91E1B RIVREPRODUCTO4 W SARI OR A9 AlMOOW • •• ••• • • • • • • • • • • • ••• •• laRrntroemassiom DPCU$ rota awa+tone, saws scOi . : + Fi - P.E. ' a t. its P. 4.110911 . 4M AVE. 1 1RIDA 34474 VIEWS 8 ANOMO GB • s' MLL BAR 3 OF 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • • • •• • • AND OPENING BY OTHERS BY 0 3�3 VERTICAL BAR BY OTHERS PERIMETER CAULK BY INSTALLER A ML PERRTETER Cum( BY INSTALLER EXTERIOR FINISH SY OTHERS BY OTHERS 00 tiVl' ; Y ♦► 44 •. •• • • jy••'L bt • ► � ••••i 8• 6. • 4 • fi t •• • • ! ►a • • • • • • ••l l 1 a e• • . • !••• • • •.. •. ••••• • • .• • .a EXPOSED EDGE 4F 1. .' - - n�•�. UPC PEN EDGE T) {MI�E DA � NT) diAB BY INTERIOR TNERB SYOTHERS INSTALLATKINANCNOR. Sir DLA. MASONRY ANC OR. WITH WASHER Ns) RETRO FIT MULL BAR OLP 00 RETROFIT NULL BAR CLIP ilrii fIi/� p >LL Mal BWTALLATION ANCHOR. Stir WON WAR ANCHOR. LUC tMD'I• EM8E S11 OEN EWE DIM I BY WOOD SUCK STOVERS iABK E ffiMEMA r INSTAR ©• � • a. • • 3ALIATip ocq • • 4 4 TN NCOR H •' . • OA SH • • woos ANCHOR • 4 • . • • • • • • • • WABHER A OR • MEWS PST) ♦ 4• • i • • �� • • • • � �1 ' t 1� 111111iiki3O1111 101 00 .. ▪ &,. AND BETWEEN MICR I V OTHERS ; 4%; MASONRY BY OTHERS ETTIERIOR FRAM SY OTHERS 1 NY WORST BUCK • • • • ES °THE • • • • •• • • GMAX ALONG CUM* EXPOSED EDGE EXTER/OR AMISH BY OTHERS B BY o s$ HOREONTAL WILL BAR Wsw ALONo MEE PERIMETWA BY INSTALLER CALILK 00 ETAO FIT AFL BAR CUP PERIMETER CAW( BY IMSTALLEFI >« RECESS RETRO MULLION CUP 111 FOR CLEARANCE OF WINDOW UNIT WHEN ISTALLED. 8. POUR 1{4) ANCHOR SCRIM REQUIRED PER MULLION FOR INSTALLATKk4 }� i q . i• r O MOW BY8TIMB,NRNO TIONMI PARTCRABA PiW! tY THYTTEWEARTscu7FC avnemOwevaTBMB Is ®.: . B• ,• . ? . �•P.4• . p . P • • • • ••• • WILL BAR ROTE �a� 4ET 1. sal STOOL MUST r1STALLEO UP WORST INSIDE OF MULLEO WitalOWS AFTER INSTALLATION. fr,, • r PEI R CAULK BY DEPALLE � , PVC MULL BAR B/STAUATiON ANNtifoR, W i4K ANCHOR, INTERIOR MESH > • ► BY OTHERS 4 4 UNIX BETWEBI >•>•, • VCR An RB oP G • • A RYOTHE CONtRiETEIMA$ONRY • • eY OTHEras EXTERIOR ME BY OTHERS BY SUCH P P (MK EMBEDIAEHR MM A lOPDATE'O RER NEW FRO REQUIREMENT ) OWNS 1 80E 8W 441% AVE. QCALA FLq RIDA )4474 • RO MCP UP AMY BNTAU ATON DETAILS • 9" NULL BAR 01414 008 1 OP 7 1 • • • • ••• • • • ••• ••• • •••••• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • ••• 2 SY WOOD ELI= 13Y 011ENS SHEATHING BY OTHERS WORM PINGO BY eltette s• OALILIC8ENOtO FIN SY INSTALLER MGM ROAD BY OTIDERS PERIMETER ateu rc BY 0837AUJER latit OAR EMSEDMENO 00 Mis vale 1 ,----- INN - ' ElEr tit I IMMO - ILL mommanomm■■NdludYNNY•1 651 RE71i0 hTr`1 1P N t 0 • • • •• • • • • • • • • • • • •• • • • • • • INSTALLATION AACHOFL IRO WOOD ANONOR, WITH WASHER (42) IttomiTAIN AND CORMORIAL ••••• ntemoaaternottoottuamo WOO wawa isms PROPERTY Of MIAOW !WEL% NI ANY REPIIONRITICIN MT TEN OF 014/011 YilgdlYB RC. ~ AV • P NDMONT MULL eAR REMO RI eAa' BAR CUP CAULK ALONG D OUTSIDE • • • • • • • ••• • • • •• ••• •• • • • • • • •• • • • • • ••• •• 4. NOTE: 1. RECESS RETRO MULIJON CUP 1/4 POR CLEARANCE OF WINDOW UNIT WHEN IISTALLED. E. FOUR 14) N4r4OR SCREWS REQUIRED PER 14= 1061 FOR INESNIA A PORTED PF t NEW FBC FIEOUFIEuBRrt 1070 ,08 44Th AYE. 74 URRETOF1T moo MSTALtATIatt MULLIN* ze •FL P$ • . D .1 • " " _ y ' C• F v • • • 4 '1V.,P ai 7OF7 4 0.31 :L. p101. <0 fib• 5I' • 4 it . 37x38 FL 1067 • L63 j -5 412 FLE3 l 32 X g0' 46.5 i - 62.2 L ig .3182. 09 - oe i-1b. 1 ert5S 413 lob 50 fo ooh. 2 + L16.1- 50, g 3Q,(03 x(93 +4 - 0(973 8 s9• w1 mubt,S sm4520 Rras'ion : Orketileo wi "400Vi S-r)t-2S t o K� -} 3,1-{ 1 10 ( 11. kats)e,0 1 # 12. Sv Li� Butoy 4333 NE R PLACE MiaM1 S}1C.ES, �L from 312 x 80 X17 o ooe �l.`12L{1 4Lt.y • — 493 APPROVED ZONING DEPT D'_DG DE PT 1k/dim-hi Shores Village DV I DATE n r.11 (; r ro COMP! IANCE WITH Al _L FFDFRAL "1311[ FL5823 '- 62.21 +46.5 412 53xSo 45 so xLt2248.1 fuZZtii8.1 - b2.2j +45 - 62.2) +y6.5 #1. 53x50 f L122 .1 -62 /4.4 44.3i-136 Ft.5823 }46.51 -5 4331x38 a 5 823 + -50 4 4!.53x6o ;L122g9. i 122. e ?toid#711( to -15V -- Florida Building Code Online 1 of 3 Cvmmun BCIS Home ? Log In C User Registration j Hot Topics Product Approval USER: Pubic User Product Aoomval Menu > product or Apntcatbn Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2012 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL7241 Ri COI CERT OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http:// www. floridabuilding. org /pr /pr_app_dtl.aspx?paraGEVX... Appflaition Detail FL7241 -R1 Revision 2007 Approved 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastproinc.com Ron O'Connell ronoconnell@plastproinc.com • Exterior Doors Swinging Exterior Door A Evaluation Report from Florida Professional E' Evaluation R Lyndon F. Schmidt rt Submit Surcharge Stets & Facts Pubncatbns FBC Staff BCIS Site Map Links Search semblies Florida Registered Architect or a Ucensed neer Hardcopy Received 11/9/2010 2:49 PM FL # Model, Number or Name' Description 7241.1 a. Distinction Series Up to a 3'0 x 6'8 Opaque "Impact" Fiberglass Single Door - X - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7241.1 for D gn Pressure Ratings, any additional use limitations, 1 allation instructions and duct particulars. Installation instructions FL7241 Ri II INST 7241.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7241 R1 AE Equiv FL 7241- G26.odf FL7241 R1 AE EVAL 7241.1.odf Created by Independent Third Party: Yes 7241.2 b. Distinction Series Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Double Door - XX - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7241.2 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL7241 R1 II INST 7241.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7241 R1 AE Equiv FL 724i-G26.odf FL7241 R1 AE EVAL 7241.2.pdf Created by Independent Third Party: Yes 7241.3 c. Distinction Series Up to a 3'0 x 8'0 Opaque "Impact" Fiberglass Single Door - X - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7241.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL7241 R1 II INST 7241.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7241 R1 AE Equiv FL 7241- G26.odf FL7241 R1 AE EVAL 7241.3.odf Created by Independent Third Party: Yes 7241.4 d. Distinction Series Up to a 6'0 x 8'0 Opaque "Impact" Fiberglass Double Door - XX - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7241.4 for Design Pressure Ratings, any additional use (imitations, installation instructions and product particulars. Installation Instructions FL7241 R1 II INST 7241.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7241 R1 AE Eq iv FL 7241- G26.odf FL7241 R1 AE EVAL 7241.4.odf Created by Independent Third Party: Yes Florida Building Code Online ' Product Approval Method Method 1 Option D Date Submitted Date Validate Date P : ng FBC Approval D Approved Summary of Products http:// www. floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVX... 10/03/2008 10/06/2008 10/19/2008 12/10/2008 Bade !Next' Department of Community Affairs Fforlda Buidbrg 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 Fbrida. All rights reserved. EittaigLatatement 1 Copyright Statement 1 Arrpssihflity Statement 1 Plug -In Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: 2 of 3 11/9/2010 2:49 PM Florida Building Code Online 3 of 3 http://www.floridabuilding.org/pr/pr_app_dthaspx?paranFwGEVX... Cred t S)1 E 11/9/2010 2:49 PM Report No.: Date: Pro Category: Product sub - category: Product Name: Manufacturer. Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Nan Ya Plastics Corporation, Plastpro Inc. based on Rule Chapter No. 9B- 72.070, Method id of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. R :M - R W Building Consultants, Inc, Consulting and Engineering Services for the Building Industry P.O. Bart 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board cif Enguieers Certificate of Author nation No. 9813 Product Evaluation Report FL 7241.1 RI October 2, 2008 Exterior Doors Swinging Exterior Door Assemblies Distinction Series Opaque Fiberglass Door Inswing / Outs "Impact" Nan Ya Plastics Corporation Plastpro Inc. 9 Peach Tree Hill Road Livingston, NJ 07039 Phone: 800-779-0561 Facsimile: 973 -758 -4001 RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Edition). See Drawing No. FL- 7241.1 prepared by R W Building Consultants Lyndon F. Sclmridt, P.E. (FL # 43409) for specific use parameters. ejects* ct Folders 11101 -i 1t10\pfit 6lP F1t10 F.1 , - 7241 8117241.1 Rl.doc Sheet 1 of 3 ding Code (2007 d signed and sealed by Lyndon F. Schmidt, P.E. PE # 43409 October 2, 2008 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane. Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant -covering. This product meets missile level "I3" and includes Wind Zone 4 as defined in ASTM El 996. 5, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ ". 8. Inswing configurations do not meet the water infiltration requirements for the "I-IVHZ ". Inswing units shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL- 7241.1 for size and design pressure Ihnitat ons. R:\A - Prnjects Project FFl o} 1001- 1100\pf10061PF1006 R1\FL -7241 R #17241.1 RI Aloe Sheet 2 of 3 Lyndon F. Schmidt, P.B. PE # 43409 October 2, 2008 A Drawing 1. Drawing No. FL- 7241.1 prepared by R W Building Consultants. Inc. (Florida Board of Professional. Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. C Calculations RA Supporting Dom tits 110011SPf t+F1006 R1\FL -7241 R1t7241.1 R1.doc Shoat 3 of 3 Tests Performed 1. Testing per TAS 201 -94, TAS 202 -94 and TAS 203 -94 as performed by Certified Testing Laboratories, and reported in test report number CTLA 924W, signed and sealed by Ramesh Patel, P.E. 2. Testing per TAS 201 -94, TAS 202 -94 and TAS 203 -94 as performed by Certified Testing Laboratories, and reported in test report number CTLA 924W -1, signed and sealed by Ramesh Patel, P.E. 3. Testing per ASTM 026 -95, ASTM 1)2843 -99, ASTM D635 -98, ASTM DI929- 96(2001) and ASTM D638-03 as performed by ETC Laboratories and reported in test report number ETC -45- 255 - 16776.1, signed and sealed by Joseph L. Daldan, P.E. ASTM 0155-04 is referenced in the Florida Building Code; ASTM 026-95 Method A is equivalent to ASTM 0155 -04 Cycle 1 and meets the intent and purpose of the Florida Building Code as attested to in evaluation report FL7241 -026 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, the Florida Building Code references ASTM D2565 -00; the test conditions as reported in ETC-05-255- 16776.1 and the calculation of the property retention index (PRI) meet the requirements of ASTM 1)2565 -00 as attested to in evaluation report FL7241 -626 prepared, signed and sealed by Lyndon F. Schmidt, P.E. 1. Product Anchoring is the more conservative between manufacturer's published recommendations as substantiated by tested specimens reported in test report numbers CTLA 924W and CTLA 924W-1 or anchor analysis for loading conditions, prepared, signed and, sealed by Lyndon F. Schmidt, P.E. 2 Buck anchor analysis for ling conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. ?her 1. Certificate of Partie ation issued by National Accreditation & Management Institute, Inc:, certifying g that Nan Ya Plastics Corporation, Plastpro Inc is inanufacturing products within a quality assurance program that complies with 1St7/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. PE # 43409 October 2, 2008 Report No. Date: Eval R Building Consultants, Inc. Consulting and Engineering Services for the Building In rlustry PD. Box 230Vairico, FL 33595 Phone 813.659.9197 Facsimile 813.754,9989 Florida Board of Professimal Engineers Certificate of Authorization No. 9813 FL7241 -G26 October 1, 2008 ASTM G26-95 "A" Exposure Conditions as Reid In Test Report ETC -05 -255- 16776,0 Filter: Daylight Power 0.35 Win 2 -nm Irradiance: 340 nm Exposure cycle: 102 .Min. light 63 18 Min. water spray & light Exposure time: 4,500 hours Accordingly, the exposure conditions of ASTM G26-95 as reported in test report ETC -05- 255 - 16776.0 are qua1 to the exposure conditions of ASTM 0155 -04 referenced in the 2007 FBC and therefore meet the intent of the code. a: - oject FQIders 1001 -1 IQ ION t{' 10W 1L11EQ- G26- ti153.O4 G2 j 95 to ° .$ TM 155 -04 ASTM 0155-04 Cycle 1 Exposure Conditions (Referenced in the 2007 FBC) Filter: Daylight Power: 0.35171 /m Irradiance: 340 .nrn Exposure cycle: 102 Min. h9@ 63 °C 18 Min. water spray & light Exposure time: 4,500 hours In ation, AT D2565 r the calculation of the retention c the characteristic property (tensile strength) in accordance with ASTM D5870. Test report ETC -05- 25=5 - 16776.0 does not explicitly report the property retention index (PRI). but does report the individual specimen data to allow calculation of the PRI . The e tensile strength PRI meets the +/ -10% variance requirement. Ai -1 -0$ Lyndon F. Schmidt, P.E. PE 4 43409 TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel detals 3 Horaontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 frame anchoring -1 X buck masonry conshucfon 7 MI of materials & components NAN YA PLASTICS CORP. PLASTPRO INC. GENERAL NOTES 9 PEACH TREE HILL ROAD LIVINGSTON, NEW JERSEY 07039 DISTINCTION SERIES OPAQUE FIBERGLASS DOOR INSWING / OUTSWING "IMPACT" 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the High Velocity Hurricane Zone° (HVHZ). 2. Product anchors shall be as listed and spaced as shown an details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ” requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D° and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for °H 8. inswing configurations do not meet the water infiltration requirements for the °HVHZ'. Inswing units shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. O z 0 th MAX. OVERALL E WIDTH c.5Z c vco oz a 8 O z DATE 09/04/08 rn z 0 rn SCALE: N.T.S. MO. BY RR art. ew LFS DRAWl5I NO: FL- 7241.1 1 of 7 .0 35.75" MAX. DOOR PANEL WIDTH t> 1.19" • 0 LOCK REINFORCEMENT INTERIOR 2 2 HORIZONTAL CROSS SECTION h — t -.81 " Es, T O T C O e i Llar pvc WOVEN FIBERGLASS: /. 0 5 INTERIOR 1._ — LI SMC SHEET LATCH I HINGE STILE 0 LATCH & HINGE STILE 6 Cellular pvc Reinforcement EXTERIOR / DOOR SKIN DETAIL 1.59" O BOITOM RAIL Cellular pvc °VERTICAL CROSS SECTION 0 z in z 0 ara 09/04/08 scam N.T.S. irn RR c*c.Br LFS DRAWING Ho.: FL-7241.1 men 2 OF 7 1 -1/4° MIN. EMB. (IYP.J 4 4 ei ED 4 00 ©0 .15" C -SINK (TYPO INTERIOR EXTERIOR 0 $ HORIZONTAL CROSS SECTION Outswing shown - inswing also approved INTERIOR EXTERIOR ° HORIZONTAL CROSS SECTION Shown w/ 1X sub -buck substituting concrete screws for wood screw per Section 1714.5.4.2 of the FBC. INTERIOR EXTERIOR 1 -1/4° MIN. EMB. (M.) ee 0 al 0 ° HORIZONTAL CROSS SECTION Outswing shown - inswing also approved a. Z DATE 09/04/08 SCALE: N.T.S. OM WE RR aIX 6ffi LFS DRAWING ta.: FL- 7241.1 SHED' 3 OF 7 1" MIN. FROM MASONRY EDGE U 1 "MIN. FROM MASONRY EDGE —+► (fY P.J EXTERIOR INTERIOR C) VERTICAL CROSS SECTION Outswing shown - inswing also approved C) VERTICAL CROSS SECTON Outswing configuration See general notes, sheet 1 for"HVHZ" water infiltration requirements 2-1/2" MIN. FROM M-- MASONRY EDGE (TYPJ EXTERIOR INTERIOR ()VERTICAL CROSS SECTION Shown w /iX sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC 2-1/2" MIN. FROM MASONRY EDGE 0 0 Nil ®1P EXTERIOR \\� INTERIOR 4 VERTICAL CROSS SECTION 4 Inswing configuration See general notes, sheet 1 for "HVHZ" water infiltration requirements 0 to 8 0 a z 0 ST) oar 09/04/08 state N.T.S. owo. sr: RR aec. BY: LFS DRAWS) NO.: FL- 7241.1 es oFZ. ^ NOTES: MASONRY OPENING STRIKE JAMB MASONRY OPENING aziacs FRAME 2X BUCK � .vv TYP. HEAD & JAMBS I..1 /4" Soo concrete screws anchoring 2x buck require a minimum 1° clearance to masonry edges, a 1 -1/4° minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. FRAME ANCHORING Masonry 2X buck constructi 0 0 7 LATCH 8 DEADBOLT DETAIL HINGE JAMB HINGE DETAIL Z 2 0 DATE: 09 /04/08 sa: N.T.S. ENBa BY: RR am Elf: LFS arAawo NO. FL- 7241.1 strsEr 5 ay _7_ z m m 0 m z 0 m m m 0 0 N NOTES: MASONRY OPENING FRAME t X BUCK tl ^ /6" .I • a . 0 TYP. HEAD & JAMBS SEE NOTE 1 ..r 1 SEE NOTE 1 HINGE DETAIL STRIKE JAMB FRAME ANCHORING HINGE JAMB LATCH 8 DEADBOLTDETAIL Masonry 1X buck construction SEE NOTE 2 SEE NOTE 2 1. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/7 clearance to masonry edges, a 1 - 1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and /or sill require a minimum 2 -5/8" clearance to masonry edges, a 1 -1 /4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 1 0 z rn z 0 m 1: 09/04/08 SME N.T.S. °N• or: RR a. us LFS DRAWING NO.: FL- 7241.1 sHEEr 6 of 7 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL H 1/4" X 3-1/4 "PFH MN CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL K 3/16" X 3 -1/4" PFH ITW CONCRETE SCREW STEEL 1 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 2 #9 X 3/4" PFH WOOD SCREW STEEL 3 2X BUCK SG >= 0.55 WOOD 4 1/4" MAX. SHIM SPACE - 5 1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW STEEL 6 #8 X 2-1/2" PFH WOOD SCREW STEEL 7 1X BUCKSG> =0.55 WOOD 8 DOOR PANEL - 9 DOOR SKIN (MIN. 0.075'THICIt BY NAN YA FIBERGLASS 10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 10A VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. VINYL 11 REINFORCEMENT WOOD FOR LOCKS WOOD 12 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 13 #9 X 1" PFH WOOD SCREW STEEL 14 BOTTOM RAIL CELLULAR PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 15A INSWING ADJUSTABLE THRESHOLD BY DLP ALUM. / WOOD 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 17 KWIKSET KEYED ENTRY GRADE 2 STEEL 18 KWIKSET DEADBOLT GRADE 2 STEEL 19 CONTINUOUS LATCH AND HINGE STILE REINFORCEMENT WOOD 20 POLYURETHANE FOAM BY NAN YA POLYURETHANE 21 4" X 4" BUTT HINGE STEEL 22 #8X PFH WOOD SCREW STEEL 23 POLY FIBER JAMB COMP. / VINYL 24 #10X2° PFH WOOD SCREW STEEL 25 TOP RAIL CELLULAR PVC 26 HINGE & LATCH STILE CELLULAR PVC 27 STRIKE PLATE STEEL 28 OUTSWING BUMP THRESHOLD ALUM. 29 DEADBOLT PLATE STEEL 4.56' 4.56" ►— 213" Imo-- 244" O POLY FIBER JAMB ADJUSTABLE INSWING THRESHOLD 4.56" I►— 2.44" -- 2-1 iZ 4-9/16° JAMB Finger joint pine 28 OUTSWING BUMP THRESHOLD t3 ADJUSTABLE INSWING THRESHOLD ti 2 0 z u, z 0 rn owe 09/04/08 MAE N.T.S. DWG. an RR D48t. an LFS DRAW1! NO.: FL- 7241.1 stt�r J oFL 0 z 0 5 a to 0 ro Florida Building Code'Online BCIS Home I Log In User Registration Product Approval USER: Public User FL # Application Type Code Version Application Status Comments Archived Product aoo mval Me nu > product or implication Search > Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code hnp://www.floridabuil dfl.aspx ?paranr=w Hot Topics I Submit Surcharge I Stets & Facts i Publications FBC Staff ! BCIS Site Map I Links Search I Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 sjasperson @tttechnologies.us Steve Jasperson sjasperson@tttechnologies.us Exterior Doors Swinging Exterior Door Asse Evaluation Report from a Fl Florida Professional Engine Evaluation Report - endell W. Haney Standard Accepted Engineering Practice ASTM E1300 ASTM E1300 TAS 201, 202, 203 les da Registered Architect or a Licensed rdcopy Received PE -5 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. Validation Checklist - Hardcopy Received FL8841 R1 COI CERT OF INDEPENDENCE.pdf Year 2007 2004 2002 1994 FL # Model, Number or Name ! escription 8841.1 A. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door - Inswing or Outswing (X Configuration) Limits of Use Approved for use in Approved for use outside mpact Resistant: Yes D ign Pressure: N/A Othe . INST 88 j HVHZ: Yes / HVHZ: Yes • . esign Pressure Ratings, any Installation Instructions and Installation Instructions FL8841 R1 II INST 8841.1.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EQ- E84- 00- 04.pdf additional use limitations, product particulars. FL8841 R1 AE EVAL 8841.1.pdf Created by Independent Third Party: Yes 8841.2 B. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.2.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQE84- 00- 04.pdf FL8841 R1 AE EVAL 8841.2.pdf Created by Independent Third Party: Yes 8841.3 C. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidelites- Inswing or Outswing (OXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.3 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.3.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.3.pdf Created by Independent Third Party: Yes 8841.4 D. "Construction Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL8841 Ri II INST 8841.4pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.4.odf Created by Independent Third Party: Yes 8841.5 E. "Construction Series" 6'0 x 6'8 "Impact" Steel Double Door with Sidelites - Inswing or Outswing (0)0O Configuration)configurations up to 8'0 In height) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.5 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 R1 II INST 8841.5.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.5.pdf Created by Independent Third Party: Yes Florida Buildiing Code'Online Product Approval Method Date Submitted Date Validate Date Pen! g FBC Approval Date ; proved Da Revised Summary of Products http:// www. floridabuilding .org/pr /pr_app_dtl.aspx ?param—w Method 1 Option D 05/22/2008 07/09/2008 0 4/2008 9/15/08 0 ' 7/200 TABLE OF COMM SHEEN DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring -2X buck masonry conntnuctian 6 Frame anchoring - 1X tuck masonry construction 7 Blllof Materials 8 Components THERMA fl 1 1 8 INDUSTRIAL DR., EDGERTON, 'O 43517 TEL. (419)296 -1740 "CONSTRUCTION SERIES" STEEL DOOR INSWING / OUTSWiNG "IMPACT" THERMA TRU DOORS GENERAL NOTES 1. This product has been evaluated and is In compliance with the 2007 Florida Building Code (FBC) structural requirements including the °High Veioctly Hurricane Zone (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require on impact resistant covering. 4. When used in areas outside of the' HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant coverng.This product meets missile level "O and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shad be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal miming Item #39 meet water infiltration requirements for "HVHZ". 8. Inswing configuratlons and outswing configurations using item #31 do not meet the water tnti[tratton requirements for the "HVHZ" shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.' 5 0 0 a a a MET 1O_ ro 36.O0 MAX. DOOR —.- PANEL WIDTH 6-; DOOR PANEL \Zvi Construction series TOP IL e HINGE STILE EXTERIOR INTERIOR °HORIZONTAL CROSS SECTION 123" I ■ I -77 C) LATCH STILE 1.66" I__ I 0 BOTTOM RAIL EXTERIOR INTERIOR T VERTICAL CROSS SECTION 0 z rn 0 WE: 4/24/08 =La N.T.S. awn. ay: AL ow. Er* WWH DIMING NO.: FL-8841.1 SHEU .1_ OF 2. O 3 HORIZONTAL CROSS SECTION Inswing configuration INTERIOR EXTERIOR 0 1 -1/4° MIN. EMB. (1YP.) 33 HORIZONTAL CROSS SECTION 3 Shown w /1X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR gw LL w x r () HORIZONTAL CROSS SECTION Inswing configuration m O z to z 0 rn mre 4/24/08 sue: N.T.S. omen AL auc. FM WWH DRAWING No. FL- 8841.1 SHEET 3 of 7 1" MIN. FROM - -- MASONRY EDGE (TYP.) fE 0 © o U 2' INTERIOR " " " "" EXTE z — ° VERTICAL CROSS SECTION Inswing configuration 1" MIN. FROM MASONRY EDGE —�► (TYP.) 2-1/7 MIN. FROM 2-1/7 MIN. FROM +�— MASONRY EDGE _ MASONRY EDGE --►� (TYP.) 0 4 33 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for'IiVHT Water infiltration requirements INTERIOR 2-1/2" MIN. FROM MASONRY EDGE (TYP.) EXTERIOR 2 -1 /2" MIN. FROM MASONRY EDGE (TYP.) 55 VERTICAL CROSS SECTION 4 Oufswing contrguration see general notes, sheet 1 for "HVHP' water infiltration requirements Z. INTERIOR INTERIOR 2-1/7 MIN. FROM MASONRY EDGE 2-1/2" MIN. FROM MASONRY EDGE (TYP.) 1 WM) EXTERIOR 22 VERTICAL CROSS SECTION 4 Shown w /1X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR 0 Fib 2-1/7 MIN. FROM MASONRY EDGE (TYP.) (TYP.) 4 VERTICAL CROSS SECTION 4 Outswing confirguration see general notes, sheet 1 for lf/H7 waterinlltration requirements 2-1/2" MIN. FROM MASONRY EDGE —.-� m 0 z �41 a m 0 z z Uri 0 DATE: 4/24/08 sue: N.T.S. oast BY: AL 0.a. WNH DIMING kW FL- 8841.1 seer 4 of 7 MASONRY OPINING 2X BUCK— • m .. TYP. HEAD & JAMBS SEE NOTE I 'I L In U Z O 2 damn STRIKE JAMB MASONRY OPENING FRAME 2X BUCK mmaree NOTES: 1. 1/4° Bco Concrete screws an •, "ng 2x buck require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacen • ncrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations 0t the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joinfs, additional Concrete screws may be required to ensure The maximum on center dimension is not exceeded. 2. 1/4° RW concrete screws anchoring frame and /or slit require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different suppler may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER° must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. TYP. HEAD & JAMBS FRAME ANCHORING Masonry 2X buck construction 5 fR - O HINGE DETAIL HINGE JAMB LATCH 8 DEADBOLT DETAIL qg RN 0 0 z ME: 4/24/08 scke N.T.S. OWQ. BY: AL CHIC Br: WWI DRAWING Ma FL- 8841.1 OHM 5 OF 7 NOTES; 3 STRIKE JAMB MASONRY OPENING FRAME 1X BUCK • Ts 1 TYP. HEAD & JAMBS SEE NOTE 1 • FRAME ANCHORING Masonry IX buck construction 1. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2' clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws maybe required to ensure the maximum on center dimension Is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2 -5/8" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 2 -1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. HINGE JAMB cst SEE NOTE 1 LATCH & DEADBOLT HINGE DETAIL SEE NOTE 2 SEE NOTE 2 c ¢ q� oo o m 0 z z 0 in we 4/24/08 scam N.T.S. DM. er: AL OM sr: WWH DRAWN w.: FL- 8841.1 sir 6 of 7 z z 3 a m m BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4' SHIM SPACE WOOD D 1/4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 1-3/4 ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4' PFH fPN CONCRETE SCREW STEEL H 1/4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 2-1/4' PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL K #10 X 2" PFH WOOD SCREW STEEL L #10 X 2-1/T PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP (THERMA-TRU) FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP (THERMA-TRU) FOAM 9 4" X 4° HINGE .097" THK. (THERMA-TRU) STEEL 10 #10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 11 #10 X 1" PFH WOOD SCREW STEEL 17 KWIKSET TITAN 700 SERIES PASSAGE LOCK STEEL 19 HEADER JAMB (4.656' X 1.25" THERMA-TRU, PINE) SG >= 0.42 WOOD 20 SIDE JAMB (4.656" X 1.25' THERMA-TRU) SG >= 0.42 WOOD 21 KWIKSET TITAN 700 SERIES DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CONSTRUCTION SERIES DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN; 25GA. (.018" MIN. Fy = 27,830 PSI MIN.) STEEL 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM (BASF, 1.9Ibs. DENSITY) FOAM 4.625° HEAD & SIDE Jamb 0 BUMP FACE THRE,SHOW LOW PROFILE SELF ADJUSTING SADDLE THREHOLD 0 HIGH WATER DAM THRESHOLD R R W Building Consultants, Inc. W Report No. Date: ASTME84 -00 Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 EQ- E84 -00 -04 May 22, 2008 Evaluation of Equivalence of ASTM E84 -00 to ASTM E84 -04 ASTME84 -04 Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4±5 50±5 %RH Test Specimen: 20 -1/4" ±3/4" x 24'±1/2 ", butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1 /8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.4±5 °F 50±5 %RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4±5°F, shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke density photocell at 15 second intervals Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4±5°F 50±5 %RH Test Specimen: 20" to 24" wide x 24'±1/2" long, butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1 /8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere 73.4±5°F 50±5 %RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4±5 ° F, shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke density photocell at 15 second intervals R :\LIBRARIES\Codes & Standards \TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ- E84-00- 04.doc Page 1 of 2 ASTM E84= 00 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT <= 97.5 ft -min., FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FSI = 4900/(195 - A Smoke developed index calculation: 1. Determine the total area (A under the smoke density - time graph for the specimen. 2. Determine the total area (A under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (A / Aged-Oak ) times 100, then rounded to nearest multiple of 5. ASTME84 -04 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT <= 97.5 ft -min., FSI = 0.515 AT. 3. When AT > 97.5 ft -min, FSI = 4900/(195 - A Smoke' developed index calculation: 1. Determine the total area (A under the smoke density - time graph for the specimen. 2. Determine the total area (AR under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (A / ARea -oak) times 100, then rounded to nearest multiple of 5. Accordingly, other than minor revisions and clarifications of the specimen size, ASTM E84 -00 is equivalent to ASTM E84-04 referenced in the 2007 FBC and therefore meets the intent of the code. Wendell W FL P.E. # 415 6=02 -(0 C3 R:\LIBRARIES\Codes & Standards \TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc Page 2 of 2 Manufacturer. R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 8841.1 R1 Date: May 22, 2008 Product Category: Exterior Doors Product sub- category: Swinging Exterior Door Assemblies Product Name: "Construction Series" 6'8" Steel Door Inswing / Outswing "Impact" Therma Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Therma Tru Corporation based on Rule Chapter No. 9B- 72.070, Method 1d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell Wit'' y P.E. FL No. 41 May 22, 2008 PF1225 Sheet 1 of Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 8841.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #39 meet water infiltration requirements for "HVHZ ". 8. Inswing configurations and outswing configurations using item #31 do not meet the water infiltration requirements for the "HVHZ" shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 9. See drawing FL- 8841.1 for size and design pressure limitations. Wendell W FL No. May 22, 2008 P. PF1225 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84 -00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ- E84 -00 -04 signed and sealed by Wendell W. Haney, P.E.) as performed by Omega Point Laboratories and reported in test report 15427- 107362, signed by William E. Fitch, P.E. 2. Materials (Polyurethane foam core) testing per ASTM D1929- 96(2000)el as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01- 106 -18, signed by Joseph A. Reed, P.E. 3. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 0717 -1, signed by Wendell W. Haney, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 11004.0, signed by Joseph L. Dolden, P.E. 5. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 10622.0, signed by Joseph L. Dolden, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06 -0717- 1, ETC 01- 741 - 11004.0 and ETC 01- 741 - 10622.0. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. endell W. , P.E. FL No. 5 5: May 22, 2008 PF1225 Sheet 3 of 3