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1184 NE 91 Terr (8)I nspection Number: INSP- 15779 Inspection Date: 04/26/2006 Inspector: Grande, Claudio Owner: WESTHORP, BRENDA Job Address: 1184 91 Terrace NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: SUPER STAMP CONCRETE Building Department Comments Tuesday, April 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2OO5 -1456 Permit Type: Imported Permit Inspection Type: Final Work Classification: Driveway Phone Number 305/759 -4757 Parcel Number 1132050010460 Lot: Phone: 305 - 220 -1163 Page 2 of 2 Passed " Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP- 15779 Inspection Date: 04/26/2006 Inspector: Grande, Claudio Owner: WESTHORP, BRENDA Job Address: 1184 91 Terrace NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: SUPER STAMP CONCRETE Building Department Comments Tuesday, April 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2OO5 -1456 Permit Type: Imported Permit Inspection Type: Final Work Classification: Driveway Phone Number 305/759 -4757 Parcel Number 1132050010460 Lot: Phone: 305 - 220 -1163 Page 2 of 2 I► Inspection Number: I NS P- 1 1553 5 Inspection Date: 04/25/2006 Inspector: Grande, Claudio Owner: WESTHORP, BRENDA Job Address: 1184 91 Terrace NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: SUPER STAMP CONCRETE Building Department Comments Monday, April 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: P € rmit Number: BP2005 -1456 Permit Type: Imported Permit Inspection Type: Final Work Classification: Driveway Phone Number 305/759 -4757 Parcel Number 1132050010460 Lot: Phone: 305 - 220 -1163 Page 1 of 2 Passed Inspector Comments (X ...GC frt. / i 74-vi4-c Lo h 4 / ' i is , ;; cii WO MA& I4 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I► Inspection Number: I NS P- 1 1553 5 Inspection Date: 04/25/2006 Inspector: Grande, Claudio Owner: WESTHORP, BRENDA Job Address: 1184 91 Terrace NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: SUPER STAMP CONCRETE Building Department Comments Monday, April 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: P € rmit Number: BP2005 -1456 Permit Type: Imported Permit Inspection Type: Final Work Classification: Driveway Phone Number 305/759 -4757 Parcel Number 1132050010460 Lot: Phone: 305 - 220 -1163 Page 1 of 2 4, • FBC 2001 Permit Type (circle): Building Electric Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING r ' ; 2 , N 7 Permit No. 12%'1 PERMIT APPLICATION OCT I ;, , iVIaster Permit No. umbing Mechanical Roofing Owner's Name (Fee Simple Titleholder)ae c Wes \ - p p Phone # Owner's Address \ City yk rim k S (es State Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES Contractor's Company Name S f 3t-QOA OC(\0( f Phone # ado ■ 1�03 Contractor's Address 33O y %w . L'� c . City r \ c+. iMS State �k Zip 331 State Certificate or Registration No. $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) N CO `x NO X Qualifier Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Type of Work: ❑Addition ❑Alteration IzNew ❑ Repair /Replace ❑ Demolition Describe Work: ,M g CO A Qie \e c o * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 1 ZS CCF $ 3. 60 • CO /CC Notary $ � - Training /Education Fee $ 1 - ZC) - Technology Fee $ 3 ZD Scanning $ Radon $ Zoning Bond $ 300 • o0 Code Enforcement $ Structural Plan Review. $ Zip �J3 X38 Zip Square Footage Of Work: �� U 13440 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 5 The foregoing instrument was acknowledged before me this5 day of I , 20 a t , by , day of ak , 20 , by who is personally known to me or who has produced ,� \I IY� I. As identi 'c: tiot' and' ; Ittel t� -1,16i �. Ex ic ` s . a�• Sans t as; de 3 'cation an ho d';j ake an oath. mm'ss'on #DD3239 pins: May 2 PUBL Bonded eul •. 8u'pu 1/ � ' ► �� " "�� Atlantic Bondin Co., .l. !. .0 & - I — C Inc _ \ \'‘.c, 8002 4 9 Z g 1 4 1 n,. AS **************************************** * * * * * * * * * * * * * * * * * * * *4*• * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 l � Q0� /d�7 /r Signature v who is personally known to me or who has produced ,. \44.?1& Natalia I. Sans Commission #DD323964 %).4": Expires: May 26, 2008 Con adBrs' c Bonding Co., Inc * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning X performed on 'STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiana( er(1Q,.. 19.1 IlwQ, does hereby attest that the (property owner) l attached s u r v e y , performed b y -- VA a y c x- V eq O CZ -lv&C . (name of s eyor's company) '7 \ niCt (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. , is an accurate representation of the existing conditions and Witness(sign and print) Witness(sign and print) SWORN TO AND SUBSCRIBED before me this day of O . Q. Affiant is personally known to me, produced O • id ' • s cation. ��jpYP�� Natalia I. Sans tf ' ."'_ Commission #DD323964 s '. ** p Ex ires: May 26, 200.1 ,T '''+� a °� Bonded Thru ' ",.''`` Atlantic Bonding Co., Inc requests permission to install: within the public road right of way of SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this SIGNED. SEALED AND DELIVERED in the presence of: Miami Shor COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, Zreindov 41 jr) , hereinafter referred to as the Owner of the (owner) following described property: Legal description/folio #: 11— -rEC7 ( -Q4Go Lot te d . ° ( ga (Block Subdivision Cteq tF Tax Folio [w]�sphalt, concrete, brick pavers [ ] Landscaping [ ] Other 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305)_756 -8972 Q \ {f 1.1 L / (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: 1. To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). n PPR ti 41—se *Myr day of ��ti'pYP Natalia L Sans ., : �. * Expires: May 26, 2008 Bonded Tluu 'l """` Atlantic Bonding Co., In. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /12/2005 Applicant: BRENDA Owner: WESTHORP JOB ADDRESS: 1184 NE 91 Parcel # 1132050010460 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1456 WESTHORP BRENDA TERR Contractor SUPER STAMPED CONCRETE Contractor's Address: 5204 S. W. 134 CT. Local Phone: 305 - 220 -1163 Legal Description: 5 53 42 WATERSEDGE Permit Status: APPROVED Permit Expiration: 4/4/2006 Construction Value: $5,300.00 Work: STAMP CONCRETE DRIVEWAY Page 1 of 1 PB 9 -141 E45FT OF LOT 22 & W4OFT OF LOT 23 Fees: FEE2005 -13435 FEE2005 -13436 FEE2005 -13437 FEE2005 -13438 FEE2005 -13439 FEE2005 -13440 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Builders Bond Total Fees: Amount $125.00 $3.60 $1.20 $3.20 $3.00 $300.00 $436.00 Total Fees: $436.00 Total Receipts: $0.00 - - 192.(,icz:› In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: ' — 4' C.L.F. N g c=a gf9 REMAINDER LOT 22 BLK 2 125.00' (R &M) 17.00' > —� 19:10' XI 0 Nm d) n XI 1111 -C t n J w N 18.60' 125.00' (R M) REMAINDER LOT 23 p®AoJd BLK2 `+ u l u oZ SCALE: V =20' ABBREVIATIONS: SWC= SIDEVFLK CBS= CONCRETE BLOCK STRUCTURE. CLF =CHAIN LINK FENCE, PL =PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PIPE, F= FOUND, ANC =AIR CONDITIONER PAD, P/C= PROPERTY CORNER. DIH DRILLED HOLE, WF =1hOODEN FENCE, RES= RESIDENCE, CL- CLEAR. RB= REBAR, UE= UTILRY EASEMENT. CONC= CONCRETE SLAB. RAAPRIGHT OF MY, DE =DRAINAGE EASEMENT. C/L= CENTER LINE. O= DIAMTER, TYP =TYPICAL, M= MEASURED. R= RECORDED. ENCR =ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC. S =SET, FEE =FINISH FLOOR ELEVATION, EMBOSSED WITH 0/ S= OFFSET, P/ P= POVER POLE, OHP= OVERHEADPO%'ERLINE, NM= WI TER METER ;'S SEAL MMAASOO FENCE= AAL =I I I I I I I I 11 ELEVATION BASED ON LOC. # CONCRETE= I• D'•• N + • + E '•' . ' • ' �' ' �'•) CBM# • • • • V. TYPE OF SURVEY: BOUNDARY SURVEY MAt NTENANCE &DR/UNAGEEASEMENT= IA & D.E. . •� L � • 18.00' 18.45' • 3 N hyii V 0) N / r • SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF. C Tie.; 2rNeTVACIC WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR 44,115 ER..3). TIdEVE'Y DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LE 1iSCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES AWE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS,NOT SHOWN ON THIS SURVEY THAT MAY 8E ND IniEJALIBLIC RECC S OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR 'IQ OW PE81GN .A )RK for BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT QF 1T& E LM LL I-1 1 KEiOpE4M/106TObETERMINERECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. ' • • • '.' • • • BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE ••• . •••••. ••• • • •••••• ••• • 15.00' 1 25.50' 15.00' N •. • • . ••• . • • • • o° v A 25. 0' CO 25.03' �C l L. 2 WASH] LEGAL OF — ACCOI OF TH i HER thereo adopte Survey Statuts There appea as sho NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal description of property and street address: 5 1 55 a ,�� • LI etc V:11 t +Tu LIE. 0,0 1-Pry hrnrC�'s 2. Description of improvement: 3. . Owner (s) name and address: r Q Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: S0tp '( acv. e c?)P cf-1 vv. \ 5. Surety: (Payment bond required by owner from contractor, if any) STATE O't-FLO.R.iNi, C d HEREBY CERTIFY E • Name and address: Amount of bond: $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upo whom notices or other documents may be served as provided by Section 713.13 (1) ( a ) 7., Florida Statutes: Name and address: 8. In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) ( b) 7,, Florida Statutes. Name and address: Signature of Owner Print Owner's Name Sworn to and subscribe Notary Public Print Notary's N My Commission 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unlgb dif>r rr it date in spec • r s E pires: SW Q: - • - 10..,►,. P .c� ry e �-; ,� a c3- -( . t 11 11 111111111 CFN 2005R1077535 OR Bk 23870 Ps 1129; (1P9) RECORDED 10/13/2005 09:27:00 HARVEY RUVIhl► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Prepared by: '1\Q.- . 5 Ad ress: 5 cStar • e.Q.k,e • ' • I. Sans Z.0 ,a.&. \ - 15 t' 1 S Co I , IDD323961 Expires: May 26, 2008 :foi of ss Bonded Thru '' " " Atlantic Bonding Co., Inc. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/9/2005 Applicant: BRENDA Owner: WESTHORP JOB ADDRESS: 1184 Contractor Local Phone: Parcel # 1132050010460 NE 91 Signed: (INSPECTOR) Signed: Building Permit Permit Number: BP2005 -1092 (Contractor or Builder) WESTHORP BRENDA TERR Contractor's Address: Legal Description: 5 53 42 WATERSEDGE Page 1 of 1 Permit Status: APPROVED Permit Expiration: 1/21/2006 Construction Value: $13,500.00 Work: RELOCATE KITCHEN, ONE BATHROOM, UPGRADE AND ENLARGE MASTER BATH, NEW CLOSETS IN BEDROOMS BY: PB 9 -141 E45FT OF LOT 22 & W4OFT OF LOT 23 Fees: FEE2005 -10824 FEE2005 -10825 FEE2005 -10826 FEE2005 -10827 FEE2005 -10828 FEE2005 -10829 FEE2005 -10830 FEE2005 -10831 Description Building Fee CCF CO /CC Notary Fee Training and Education Fee Technology Fee Scanning Fee Radon Total Fees: Amount $405.00 $8.40 $50.00 $5.00 $2.80 $10.13 $6.00 $4.00 $491.33 Total Fees: $491.33 Total Receipts: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. AUG 0 9 PAID BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE ED 1U .' J5 Electric Permit No. BIJ5 1 0 c 12. aster Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 6 ( L) cam Phone #LY 1"S `— 415 Owner's Address % k e 16 0 Gi 1 ( — TQ✓fA City P11 (A N.A1 5l-1O( State L. Zip 33 t 38 Tenant/Lessee Name Phone # Job Address (where the work is being done) SelltVU_ City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name" tau l ld22✓ P� e # '4 Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit dik" Square Footage Of Work: 400 p, st Type of Work: ❑Addition [alteration [New epair/Replace ❑ Demolition Describe Work: Rat/x."1a �� p _l ; t NA VOd�� (?,�t lay ✓�Q. \D6 QI h) ►''1�4�1 C. lc s , i rs beS trot, . ************************** e * * * * * * * * * * * * * * * * * * *,r * * * * * * *,t* Submittal Fee 5 Permit Fee $ 1 /0 J °Y • CCF $ g . `i fg . CO /CC SO Notary $ . Training /Education Fee $ Z g.. Technology Fee $ !O. /3 , Scanning $ 7, 0 d- Radon $ 4.00 Zoning Bond 5 Code Enforcement $ ' Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side. Phone # Zip Bonding Company's Name (if applicable) N / 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 .ved and a reinspection fee will be charged. Signature ! / Signature Contrac#or The foregoing instrument was acknowledged before me this 25 The foregoing instrument was acknowledged before me this day of (y , 20 by C- ( A ) C + J 1O p day of who is personally known to me or who has produced who is personally known to me or who has produced A As identification and who did take an oath. as identification and who did take an oath. NOT • • _ , p saar Sigh' t - V, • � � ' / i -•I � Print OF f *,i - 1 ''11 ' � My 1 ommission E a ires: r -v My Commission Expires: * * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * ** **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Y PUBLIC: * * * * * * * * * * * * * * * * * * ** '. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *******,*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 0 ner or Agent , 20 , by NOTARY PUBLIC: Sign: Print: i �7 �J Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE STATEMENT ?Div-Q1 Located at: 11 etek OE 9' ( TQ V/acs— Legally described as . Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me to ,ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or m improve a one - family or two - family residence or a far out - building. ' You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Ttie foregoing instrument Was acknowledged before me this day of , 20 By who is personally 'mown to me or who has Produced as identific 0 1 ' t , Owner VILLAGE OF MIAMI SHORES • BUILDING DEPARTMENT being the legal property owner, for the property DISCLOSURE STATEMENT d who did take an oath. 0: ,tip+tir tIkri ft.kve. Phone # Inspection Date Approved Correction Re-Insp'n Fee 12.7 9 2005 MIAMI S HORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date lo! ►E3 1 67i'°l /, Type Insp' lee -'Q Permit No. aP05 — c / 3 Name Address 1 1 x 4 4.-1:a. c9 < 1 .2 Company.) 3a5) - 1c1e, -71 13 . IO 1c c S M nspection Number: INSP - 16264 Inspection Date: 05/02/2006 Inspector: Grande, Claudio Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, May 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number 8P2005 -1393 Permit Type: Imported Permit Inspection Type: Final Owner: WESTHORP, BRENDA Work Classification: Alteration Job Address: 1184 91 Terrace NE Miami Shores Village, FL 33138- Block: Phone Number 305/759 -4757 Parcel Number 1132050010460 Lot: Page 1 of 2 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until M nspection Number: INSP - 16264 Inspection Date: 05/02/2006 Inspector: Grande, Claudio Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, May 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number 8P2005 -1393 Permit Type: Imported Permit Inspection Type: Final Owner: WESTHORP, BRENDA Work Classification: Alteration Job Address: 1184 91 Terrace NE Miami Shores Village, FL 33138- Block: Phone Number 305/759 -4757 Parcel Number 1132050010460 Lot: Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2004 City FOLIO / PARCEL # Miami Shores Village Is Building Historically Designated YES NO L— Contractor's Company Name tn¢ -kr Contractor's Address State Certificate or Registration No. 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 Permit No. B` 2- 13 ct 3 A 200filvi er Permit No. B Y: Permit Type Building Ele 'cal Plumbi Owner's Name (Fee Simple Titleholder) G._ ,ZS Phone # — ?s9- 49"S Owner's Address It OA N 6 ot ` I iz✓✓ACg- City Q� 141NA-1 '9S State Zip 3313sE Tenant/Lessee Name lvtk Phone # Job Address (where the work is being done) c Ps-5 Zos e7 Mechanical Roofing County Miami -Dade one # City State Zip Qualifier Name Phone # Certificate of Competency No. Phone # Square / Linear Footage Of Work: Nl� Type of Work: ❑Addition Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ■ •...,.` 1 12.. C:gA S ith 5rtC a.� ****** � * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ �� Permit Fee $ 3 S ' CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 3. w Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $3E . 01 See Reverse side - Bonding Company's Name (if applicable) P f k- 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 arid AIR CONDITIONERS, ETC • OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will bedont in compliance with all applicable laws regulating construction and zpning" ' r . . "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 QIt . pN ATTORNEY .BERORE RECORDING YOUR NOTICE OF COMMENCEMENT." }' t , 2 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) Signature K� ✓l 1 ' 3" Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this / — 1 The foregoing instrument was acknowledged before me this day �� I L , 20 (- c� —— I Z , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. 4 y : Yorl - - F FLORIDA Co , ,Alan 4 0..:' i w or?.' A7Ail: d _ {DI . e2 nis ml.S _ 1 miliii,- - NOTARY UBLIC: 1 I Sign: Print: My Co fission Expires: • ' APPLICATION APPROVED BY: as identification and who did take an oath. NOTARY PUBLIC: Sign: 9 Prtn My Commission Expires:, • • 1 Plans Examiner Engineer Zoning Issue Date: 10/12/2005 Owner's Name: BRENDA WESTHORP Permit Type: Imported Permit Work Classification: Alteration Job Address: 1184 91 Terrace NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 09/30/2006 Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: BUILT STEPS FOR NEW DOORS AND STUCCO AROUND WINDOWS AND DOORS REVISION 4/17/2006 CHANGE TILE FOR STUCCO AND PAINT Additional Information Perm Type: Building Alpha Four: STEPS Alpha Six: SINGLE FAM Pay Amount: 288.35 Bond Return : Alpha Two: STEPS Alpha Five: RESIDENTIAL Pay Date: 10/12/2005 Pay Comments: PD BY CK # 1687 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -1393 Phone: 305/759 -4757 1132050010460 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,500.00 Required Inspections NEW CONSTRUCTION Fees Due Revision Fee Scanning Fee Total: Amount $35.00 $3.00 $38.00 Invoice Number imp -4 -06 -24579 Total: APR 2 6 PAID L.c . Amt Due Amt Paid $38.00 up NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. • • • • • • • ••• • • • • • tPO3 1 39.E MCMEWErri ° 6 1 h3M t it BY: • • • • • • • • ••• • • • • • ••• • • • •• •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • •• • • • •• ••• •• • • • • • • • • • • • .' • ••• • • • •• • EXISTING FIN. FLOOR DRILL 6" HOLE REMOVE HOLE DUST AND USE EPDXY TO ATTACH #4 REBAR FILL CONCRETE CELL WITH GROUT 2,500 PSI EXISTING VENTILATED CRAWL SPACE TO REMAIN EXISTING FOUNDATION STEPS DETAILS SCALE: 1 1/2" = 1' -0" EXISTING DOOR NE IT " ON KEYST• FINISH W/B N• AT ST S 1/4" SLOPE 36" l� #4 REBAR ® 12" ON CENTERS _ CONCRETE 3,000 PSI N .e_NA S orl t512-enG 12" d 24" 12" BUILDING PERMIT APPLICATION FBC 2001 City y CJir. Tenant/Lessee Name Q� State �L Architect/Engineer's Name (if applicable) $ Value of Work For this Permit / /C, Submittal Fee $ Notary $ Total Fee Now Due $ 8 • ` �� (Continued on opposite side) Training/Education Fee $ Miami Shores Village Building Department 10050 N.E.2 A Tel: (3 5 SEP Permit Type (circle): Owner's Name (Fee Simple Titleholder) ✓f �Q2 Phone # Owner's ddress ' �s Job Address (where the work is being done) Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO I lorida 33138 .8972 L3c1 Permit No 7;5 ster Permit No. Electrical Plumbing Mechanical Roofing Zip Phone # Zip Contractor's Company Name 01.3ine,/' Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Phone # Square Footage Of Work: Type of Work: ❑Addition Alteration ['New ❑ Repair Describe Work: � _ 1 k8 epla PS . h ��fx� ► r ❑ Demolition * * * * * * * * * * * * * * * * * * * ** * * * * * ** * Fees * * * * * * * ** * * * * * * * * * * * * * * * * ** Permit Fee $ 1 J0 t ' (Z t�'S(2F $ CO /CC 0.40 Technology Fee $ 3 • Scanning $ 3. CC) Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 6 Oa' -f 2 Si on 75 Bonding Company's Name (if applicable) N /L I 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 n t be appr ,v.. and a reinspection fee will be charged NOTARY My Com ission Expire * * * * * * * * * * * * * * * * * * ** chc 05113/03 Signature Signature Own . r o gent Contractor The foregoing instrument wa acknowledged before me this 2 --C:' 2 --C:' The foregoing instrument was acknowledged before me this day of C , 20(n, by`� � -z st t +t-c4i of , 20 by who is personal, own to me or who has produced 1 D who is personally known to me or who has produced �� As identification and who did take an ow* as identification and who did take an oath. �`b�ti`' \ ;, � - `NOTARY PUBLIC: Sign: \J _ _ `a� , e Sign: Print: * * * * * * * * * * * * * * ** * * * * * * * * * * APPLICATION APPROVED BY: Print: My Commission Expires: **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 4 »' / 4 / & .,5 Plans Examiner f Engineer 9 05 Zoning OO BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT being the legal property owner, for the property Located at: `' 04\-- 06 1 9 1;2_✓✓TAe.Q_ Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td 31rork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. ' You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have Iicenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this afp day of By AIMIllor� -jnda C - 5 _I f 1 �P is personally lm Produced tip as identific Owner VILLAGE OF MIAMI SHORES DISCLOSURE STATEMENT 20Oa� to me or who has who did take an oath. bel Vargas :.. sion )D231' 13 ded ,,mdin''('n ,u• Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 4 5 - /3 9 a Job Name d S‘i;dr -p 11$4 E st-eps STRUCTURAL CRITIQUE SHEET PCD Male "Se MA 7 Yell /-, 4717;vt 4.e c' s s /v Ye z ore*? Ar removes-/ of fors, Gu 1 5 e- / Ho-d Side wea/ a Leino64 1 i h h� /39i4idy,i4m 17 as ze.,;eie os door �'lvir19 (5c $' , 1007.4. — 2) ) 144.146:tkeee — t4 F111 Block cell to t' -tee e A �e�i�1�f. ad7cliv r, Spe-c- sfre ,h concre."-e and pe>4/2,rciri Z , Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /12/2005 Applicant: BRENDA Owner: WESTHORP JOB ADDRESS: 1184 NE 91 Contractor Local Phone: Parcel # 1132050010460 Legal Description: 5 53 42 WATERSEDGE Fees: FEE2005 -13073 FEE2005 -13159 FEE2005 -13391 FEE2005 -13392 FEE2005 -13393 FEE2005 -13394 FEE2005 -13395 FEE2005 -13396 Description Structural Fee Structural Fee Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $50.00 $75.00 $150.00 $1.20 $5.00 $0.40 $3.75 $3.00 $288.35 Total Fees: $288.35 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/25/2006 Construction Value: $1,500.00 Work: BUILT STEPS FOR NEW DOORS AND STUCCO AROUND WINDOWS AND DOORS Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -1393 WESTHORP BRENDA TERR Contractor's Address: BY: Page 1 of 1 12 P�wk 10 -12 - 05 A09 :49 1 Gam- l G3 PB 9 -141 E45FT OF LOT 22 & W4OFT OF LOT 23 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 10 -02:03 Time Type Insp'n 6 P Permit No. rr (6 P 2D03 - I 4- I Name 14 1 pia c (i a © IAS r .1t�u.� Address 118 { 1 T•;2M • Company Phone# 30s 7qs 72/) 4 For Inspector:(5P Ip(05103Name & Date Approved Correction Re- Insp'n Fee ❑ C Tenant/Lessee Name RECE1V SEP 2 4 2003 $ Value of Work For this Permit BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): ( Building Electrical Owner's Name (Fee Sin !_e Titleholder) 5 • er's Address 11 f N q Miami Shores Village Building Department Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES $9-0n County Escrow Fee $ . c o n Permit Fee $ (QO • W Education/Training Fee $ Tech $ Code Enforcement $ Bond $ Minus Plans Check Fee $ Total Fee Now Due $ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.3PaC - s4 Master Permit No. Plumbing Mechanical Roofing ( -� 1 � / / / / NE l 0 L cS��I N Phone # 30 7 ' - l C/ t7 6 14 sfigcg State rt_ Zip / 3 > Phone # MN q'1 1C - A 1�i ct /ll MI S ��S TL County Miami -Dade Zip NO Contractor's Company Name N Phone # Contractor's Address City State Zip Qualifier Phone # Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State Zip Square Footage Of Work Ga `'fl/ l ty Z 61 Number of: Bays Stories 1 Families Bedrooms Baths Type of Work: Addition Llter ❑New Repair/Replace ❑Demolition Describe Work: 01411 ,( * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary $ 5, Scanning $ Radon $ Struct. $ (Continued on opposite side) 'Papa ;11 Rr )\ l 3GCQ- . 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 s (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a a e pe on fee will be charged. Signature NOT Sign: Print: chc7t7 /03 C J UBLIC: ' State Certificate or Registration No. • Mabel Vargas m ission #00231984 r-= • I � .ti ' - 1 13, 2007 Signature F 3 ' 9'wn or Agent Contractor The foregoing u1 instrument 2 was acknowledged before me this 2 y The foregoing instrument was acknowledged before me this W _____, day of e-4' , 20 W , by S�pl � c'Stc1 , d of , 20 , b __'1"'._11 --- "' ' who is personally known to me or who has prioduced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) Certificate of Competency No. ************* 4i******** ************************************************t 3?* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: SEP 2 3 2003 Plans Examiner Engineer Zoning •. MIAMI SHORES VILLAGE Paint Color Approval and Agreement DATE: (9 R. g 4 " D3 r�:3�,� ,�f - 6 6 6 ADDRESS. OWNER'S NAME:) bN C d Z. °t 1 Ni PHO , __ • // N 9) A o, � i iim 14 / „a/04 F.. • FL. 33 3 e ***************************** * * * * **1 * * * * * * * * * * * * * * * * * * * * * * ** * * * *.* ADDRESS OF SITE: 0/(A442- CONTRACTOR & LICENSE (if applicable) `1/ Ki COMPANY NAME: I\1 ki" PHONE: ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All Elements on the site must be listed and indicate the color to be painted. Walls EL. L0kit Fascia 111 H 1 Drip Cap/Drip Edge W 14 IT E : Soffit Roof f A _ Flower Bins N Shutters Ni A Awnings r A Chimney I\1 VI Doors and door jams W I+ 1T• Garage Doors M4 1 T' Railings N A Fences 1\l 4 Decorative Metal N N All brick (simulated or regular) Stucco Banding Any other stucco features Accessory Buildings N 14 Other NA 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. I authorize the above -named contractor, if applicable, to do th -I o st , • ./furthermore the paint colors will be as per the attached sam Signa •� re • f Owner Date • Signature of Contractor Date _ ._ ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WHEN PAINTING IS FINISHED CALL FOR FINAL INSPECTION APPROVED: Building Offici Date 4/23/01 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -1541 Printed: 9/25/2003 Applicant: HILDEGARD GOLDSTEIN Owner: GOLDSTEIN HILDEGARD JOB ADDRESS: 1184 NE 91 TERR Contractor Local Phone: Parcel # 1132050010460 Signed: (INSPECTOR) Building Permit Contractor's Address: Page 1 of 1 Legal Description: 5 53 42 WATERSEDGE PB 9 -141 E45FT OF LOT 22 & W4OFT OF LOT 23 Fees: Description Amount FEE2003 -5753 Building Fee $60.00 FEE2003 -5754 Notary Fee $5.00 FEE2003 -5755 CCF $0.60 Total Fees: $65.60 Total Fees: $65.60 Total Receipts: $65.60 Permit Status: APPROVED Permit Expiration: 3/22/2004 Construction Value: $700.00 Work: PAINT EXTERIOR HOUSE SEP 2 6 PAID e '3G Co")-- In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: • - Miami Shores Village BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Buildin . Electrical Plu Owner's Name (Fee Simple Titleholder) J ADckl-z5-3"01 Owner's Address 1 \gA N 9 2rrsi ct c City (A‘att`AI j IEY2S State FL Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier State Certificate or Registration No. Architect /Engineer's Name (if applicable) R)i/Q $ Value of Work For this Permit Type of Work: ['Addition ['Alteration Describe Work: Submittal Fee $ 6! Permit Fee $ 2 Notary $ ' (/" Training /Education Fee $ Scanning $ ° 0 Radon $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) \)gA) A acr Cam' e9K.oe-2._ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 to cc° Ur 1184 l) G 9 I Yr 7:24e-roi csl. County Miami -Dade NO dl..lCljLr / \cQgv- State Zip JAS. U 2st ['New R.12si5 T ov * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * ** Structural Plan Review. $ Zip 'J3 138 Certificate of Competency No. Square Footage Of Work: )4 0 * * * * * * * ** ing Mechanical Roofing Phone # 3DS— Phone # Phone # CCF $ Zoning Permit No. !I PO5 1'b 9 astipr Permit No. zip 33138 # �S — — 49-59 NVA- �epair /Replace ❑ Demolition n * * * * * * * * ** c try o /cc Technology Fee $ / - CC) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) uiA5-1 1K 1v-, TIT at J a 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 COMM ENCEMENT." 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 no . ' appr. • yf?ya reinspection fee will be charged. Signa . e ,� /Pj (i Signature Owner or Agent' The foregoing instrument was acknowledged before me this day of - , � ‘ QQ Who is persona y known to me gr ho has produced As identification and who did take an oath. �� as identification and who did take an oath. Gunn It ie�. NOTARY PUB Sign: Print: ** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced _�• �.a� Expires: May Ig : oFF�'p Atlantic Bonding Co. C , Inc. Print: My Commission Expires: , ;60 ` My Commission Expires: * * * * * * * * *# * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE .STATEMENT Located at: It 84 t\16 I Legally described as . Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.1O3(7),,.sgnd I have read and understand the following disclosure Statement, which entitles me td Cork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Was acknowledged before me this, Produced Owner BUILDING DEPARTMENT being the legal property owner, for the property DISCLOSURE STATEMENT initial of reviewing clerk. The foregoing instrument w i o did take an oath. "'Y' Ginny H. Gonell Commission #DD323870 �•. Expires: May 26. 2008 Bonded Thu ' Atlantic Bonding Co., Inc. J. Summary of borrower's transaction K_ . Summary of seller's transaction 485,000.00 100. Gross amount due from borrower: 101. Contract sales price 485,000.00 400. Gross amount due to seller: 401. Contract sales price 102. Personal property 402. Personal property 103. Settlement charges to borrower (Line 1400) 11,528.00 403. 104. 404. 105. 405. Adjustments for items paid by seller in advance: Adjustments for items paid by seller in advance: 106. City /town taxes 406. City /town taxes 107. County taxes 407. County taxes 108. Assessments 408. Assessments 109. Waste from 03/22/05 to 03/31/05 19.40 409. Waste from 03/22/05 to 03/31/05 19.40 110. 410. 111. 411. 112. 412. 120. Gross amount due from borrower: 496,547.40 420. Gross amount due to seller: 485,019.40 200. Amounts paid or in behalf of borrower: - -- - - 500. Reductions amount due to seller: °` 201. Deposit or eamest money 20,000.00 501. Excess deposit (see instructions) 202. Principal amount of new loan(s) 388,000.00 502. Settlement charges to seller (line 1400) 36,095.00 203. Existing loan(s) taken subject to 503. Existing loan(s) taken subject to 204. Principal amount of second mortgage 504. Payoff First Mortgage 376,236.99 205. 505. Pay Miami Shores Trash Escrow 675.52 206. 506. Deposits held by seller 207. Principal amt of mortgage held by seller 507. Principal amt of mortgage held by seller 208. 508. Pay 2004 Real Estate Taxes 8,016.63 209. 509. Water and Lien Escrow 5,000.00 Adjustments for items unpaid by seller: Adjustments for items unpaid by seller: 210. City/town taxes 510. City/town taxes 211. County taxes from 01/01/0510 03/22/05 1,707.87 511. County taxes from 01/01/05 to 03/22/05 1,707.87 212. Assessments 512. Assessments 213. 513. 214. 514. 215. 515. 216. 516. 217. 517. 218. 518. 219. 519. 220. Total paid by /for borrower: 409,707.87 520. Total reductions In amount due seller: 427,732.01 300. Cash at settlement from /to borrower: 600. Cash at settlement to /from seller: 301. Gross amount due from borrower (line 120) 496,547.40 601. Gross amount due to seller (line 420) 485,019.40 302. Less amount paid by /for the borrower (line 220) (409,707.87) 602. Less total reductions in amount due seller (line 520) (427,732.01) 86,839.53 57,287.39 303. Cash ( Q From • To ) Borrower: 603. Cash ( 4 To • From ) Seller: HUD -1 A. Settlement Statement B. Type of Loan 6. File Number 05-24 ID: 7. Loan Number 690066865 0 1. FHA Q 2. FmHA • 3. Conv. Unins. Q 4. V.A. 0 5. Conv. Ins. U.S. Department of Housing and Urban Development C. NOTE:This form is fumished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked'(p.o.c.)" were paid outside the closing; they are shown here for in ornational purposes and are not included in the totals. D. NAME OF BORROWER: Brenda Westhorp, a single woman and Rene Tastet, a single woman Address of Borrower: E. NAME OF SELLER: Address of Seller: F. NAME OF LENDER: Address of Lender: G. PROPERTY LOCATION: Joel Laiter, a single man H. SETTLEMENT AGENT: Christopher P. Kelley, P.A. Place of Settlement: 11098 Biscayne Boulevard, Suite No. 205, Miami, Florida 33161 I. SETTLEMENT DATE: 3/22/05 DISBURSEMENT DATE: 3/22/05 B 1/ -.) ef itial(s): Washington Mutual Bank, F.A. 2601 10th Avenue North, Suite No. 401, Lake Worth, Florida 33461 1184 NE 91st Terrace, Miami Shores, Florida 33138 TIN: Seller's Initial(s): OMB No. 2502 -0265 8. Mortg. Ins. Case Num. TIN: 65-0547464 Phone: Substitute Form 1099 Seller Statement: The information contained in blocks E, G, H, and I and on line 401 is important tax information and is being furnished to the IRS. If you are required to file a retum, a negligence penalty or other sanction will be imposed on you if this item is required to be reported and the IRS determines that it has not been reported. Seller Instructions: If this real estate was your principal residence, file Form 2119, Sale or Exchange of Principal Residence, for any gain, with your tax retum; for other transactions, complete the applicable parts of Form 4797, Form 6262 and /or Schedule D (Form 1040). DoubleTime® L. Settlement charges Borrower POC Seller POC 700. Total Sgle$(Brokers Com. based on price $480,000.00 @ 5.0000 % = 24,000.00 Paid from Borrower's Paid from Seller's Funds at Settlement • 701. - 12,000.00 2.5000 % to Rich Homes of Florida, Inc. Funds at 702. 12,000.00 2.5000 % to Keller Williams Eagle Realty Settlement 703. Commission paid at settlement 24,000.00 704. to 800. Items payable in connection with loan: Borrower POCSeller POC 801. Loan origination fee % to 802. Loan discount % to 803. Appraisal fee to Washington Mutual Bank, F.A. 205.00 804. Credit report to 805. Lender's inspection fee to 806. Mortgage insurance application fee to 807. Funding and review Fee to Washington Mutual Bank, F.A. 405.00 808. Tax Procurement/ Tracking Fee to Transamerica 50.00 809. Tax Research/ Payment Service Fee to Washington Mutual Bank, F.A. 31.00 810. Flood Determination Fee to Lereta Corp. 13.00 811. Wire Transfer Fee to Washington Mutual Bank, F.A. 900. Items required by lender to be paid in advance: Borrower POC Seller POC 901. Interest from 03/22/05 to 04/01/05 on 57.1400 /day 35.00 571.40 902. Mortgage insurance premium for months to 903. Hazard insurance premium for 1 years to Nationswide Insurance 678.00 904. Flood insurance premium for 1 years to Nationswide Insurance 1,253.00 905. Windstorm insurance premium ft 1 ears to Citizen Property 1000. Reserves deposited with lender: Borrower POCSeller POC 1001. Hazard insurance months (at per month 2,276.00 1002. Mortgage insurance months (dl per month 1003. City property taxes months a per month 1004. County property taxes months 0 per month 1005. Annual assessments months (a? per month 1006. Flood insurance months (8) per month 1007. months A per month 1008. months C(1 per month 1009. Aggregate accounting adjustment 1100. Title charges: Borrower POC Seller POC 1101. Settlement or closing fee to Christopher P. Kelley, P.A. 250.00 1102. Abstract or title search to Attorneys' Title Ins Fund /CP Kelley, PA 195.00 1103. Title examination to Christopher P. Kelley, P.A. 150.00 1104. Title insurance binder to 1105. Document preparation to 1106. Notary fees to 1107. Attorney's Fees to Law Offices of Leonard Stoller, P.A. 2,525.00 277.50 3,500.00 (includes above item numbers: ) 1108. Title Insurance to Christopher P. Kelley, P.A. (includes above item numbers: ) 1109. Lender's coverage (Premium): $388,000.00 ($25.00) 1110. Owner's coverage (Premium): $485,000.00 ($2,500.00) 1111. Endorse: 8.1- 25;F9- 180.20 1112. Abstract/ Title Re- Certification to Attorneys' Title Ins Fund /CP Kelley, PA 75.00 1113. Lien Search to Lightning Lien Letters 95.00 1200. Government recording and transfer charges: 1201. Recording fees Deed $10.00 Mortgage(s) $154.50 Releases $10.00 164.50 10.00 1202. City/county tax/stamps Deed Mortgage(s) $776.00 776.00 1203. State tax/stamps Deed $2,910.00 Mortgage(s) $1,358.00 1,358.00 2,910.00 1204. to 1205. Record Non - Identity Affidavit to Clerk of Court Miami -Dade County 10.00 1300. Additional settlement charges: Borrower POC Seller POC 1301. Survey to Blanco Surveyors, Inc. 315.00 1302. Pest Inspection to 1303. Tony Parker, Esquire to 250.00 1304. Messenger / Courier/ Overnight Delivery to Christopher P. Kelley, P.A. 49.00 25.00 1305. Wire Transfer to TotalBank, Inc. 10.00 1306. Roy Justice to 100.00 1307. Repairs to 5,000.00 1308. Re- Occupancy to Miami Shores 60.60 1309. 1400. Total settlement charges: ( Enter on lines 103, Section J and 502, Section K) 11,528.00 36,095_00 HUD -1 I have carefully reviewed the HUD -1 Settlement Statement and to the best of my knowledge and belief, it is a true and accura te statem my atcou or by / itransaction.rther certify that I have received a copy of the HUD -1 Settlement Statement Christ() W elley, A. By: i U.S. Department of Housing and Urban Development Borrower Borrower Tastet The HUD -1 Settlement Statement which I have prepared is a true and accurate account of this transaction. I have caused, or will cause, the funds to be disbursed in accordance with this statement. As I1 Authorized Representati e 7 Date WARNING: It is a crime to knowingly make false statements to the United States on this or any other similar form. Penalties upon conviction can include a fine and imprisonment. For details see: Title 18 U.S. Code Section 1001 and Section 1010. Seller Seller Page 2 DoubleTime® NOTICE A RECORDED COPY Q� /� DERMIT NO. g /2D5' OF COMMENCEMENT MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION S I ,/ TAX FOLIO NO. I 1 — 5ec — 00 I -04 669 TAX 1111111 11111 111111111111111 11111 1111 CFN 200580 OR Bk 23389 Ps 3085; (ips) RECORDED I ll p CLERK CLF C HAARVEY Y R U VIaa� O OF Cl I MIAMI -DADE COUNTY? FLORII LAST PAGE STATE OF FLORIDA: :AUNTY OF MIAMI -DADE: rHE UNDERSIGNED Droperty, and in accordance s provided in this Notce I. Legal descriptior iereby gives notice that improvements will be made to certain real with Chapter 713, Florida Statutes, the following information of Commencement. of property and street/address: R Vic t G ci 1 ' - a-tr i q ext_ Mi et v- SL,ne Fe.— ?. Description of irrprovement: NQ,0 t-A mis ,I 10,r 3. Owner(s) name and address: Re-At- 'TAt$Tet ct `W.e a c,.>�� "7 N E ,9 ezr Cr 4G IA i ekm■ nterest in property: Verne and address I of fee simple titleholder: . Contractor's narre and address: 000 ► ke ✓ _ 3. Surety: (Payment ■ame and address: \mount of bond $ bond required by owner from contractor, if any) 3. Lender's name and address: '. Persons within the provided by Sectior Jame and address: state of Florida designated by Owner upon hom notices or other documents may be served as 713.13(1)(a)7., Florida Statutes, - N /1 I. In addition to hirrself, n Section 713.13(1) Jame and address: Owners designates the following erson(s) to receive a copy of the Lienor's Notice as provided b), Florida Statutes. I. Expiration d. e tiff /nt d e - this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a - ' ie v n , ` 7r Prepared by MA-se l A- sE LL-- A E Signature of Owner Tint Owner's Name ;worn to and subscribed�befnre �c - 7. -- me this 18 day of KVA V 24,6 Notary Public Print Notary's Name IViv commission exo • G; r -': ':S'C 7n.:: :: ,yofthe iit... i a l i iz °GiMc( en 1 1 d��L _ , AD 23 aj__ IJ�Y`JF�y Silr, i�r rtc _ ,.d OCrncl Seal. h,;R'Iflr Cit.: , oGGrGU CounryCourPs IN xplres. u 3, 2007 �ntl�tl Ihru antic Bonding Co. Inc. I III'" 88 :23 URT A Address: OOS O 2400 M L�m�� Nvaes , 3310 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -659 Printed: 5/19/2005 Applicant: BRENDA WESTHORP Owner: WESTHORP BRENDA JOB ADDRESS: 1184 NE 91 TERR Contractor Local Phone: • Parcel # 1132050010460 Signed: (INSPECTOR) Building Permit Contractor's Address: Page 1 of 1 Legal Description: 5 53 42 WATERSEDGE PB 9 -141 E45FT OF LOT 22 & W4OFT OF LOT 23 Fees: Description Amount FEE2005 -6376 Building Fee $240.00 FEE2005 -6377 CCF $6.00 FEE2005 -6378 Notary Fee $5.00 FEE2005 -6379 Training and Education Fee $2.00 FEE2005 -6380 Technology Fee $6.00 FEE2005 -6381 Scanning Fee $6.00 Total Fees: $265.00 Total Fees: $265.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/31/2005 Construction Value: $10,000.00 Work: NEW IMPACT RESISTANT WINDOWS AND DOORS AND NEW GARAGE DOOR 14 1OP In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIAMFDADE 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ' 7Wo5 -14 716 OlLet aka—i4-je uC Z vU JA vG ;03 563 )08 T.M. Window & Door Co. 601 N.W. 12 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and re, The documentation submitted has been reviewed by Miami by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where auoweu oy the Authority Having Jurisdiction (ART). 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 AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may . immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the lEgh Velocity Hurricane Zane. DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window w/ wo Reinforcements- L.M.I. APPROVAL DOCUMENT: Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05 /03 and last revised on 04-21 -2004, prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufactutur's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NO and shall be available for inspection at This NOA consists of this page 1 and evi The submitted documentation was nevi to the user by the manufacturer or its distributors the Building Official. as approval document mentioned above. P.E. NOA No 04-0120.01 Expiration Date: May 13, 2009 Approval Date: May 13, 2004 Page 1 TM Window & Door. Co NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window", sheets 1 through 6 of 6, dated 12/05 /03 and last revised on 04-21 -2004, prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading 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 alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-3946, dated 11/04/03, signed & sealed by Edumundo Largaespada, P.E. 2. Additional Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Edumundo Largaespada, P.E. C CALCULATIONS 1. Anchor verification calculations and structural analysis dated 12 -31-03 and last revised on 03 -17 -2004 prepared, signed and sealed by Kelvyn Whitfield, P.E. D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite ® PVB ", expiring on 12/11/05. 2. Notice of Acceptance No. 03- 117.05 issued to "Surface Specialties Inc" for "Uvekol ", expiring on 02/08 /09. (Rev NOA#02- 0429.06 -UCB Chemical Corp). F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", dated 12/31/03, signed by Kelvyn Whitfield, P.E. 2. Statement letter of compliance dated 11- 10- 03,issued by Fenestration Testing lab G. OTHER 1. Test Proposal dated 10 -23-03 approved by BCCO. 2. "Uvekol laminator list" issued by Surface specialties, signed by J. Shaw Ph.D. Ishaq L Chanda, P.E. Prodnd Control Examiner NOA No 04-0120.01 Expiration Date: May 13, 2009 Approval Date: May 13, 2004 E -1 74' MAX. FRAME MOTH I 14 1/4' 33. WX. MAX. VENT WIDTH • TTP. AT Ail 14fi1D/543. 33 I/4' au. LlTE s 0 AWY. RQIQ. L , I DESIGN PRESSURE (ALUMINUM REINFORCEMENT) POSITIVE NEGATIVE + 55.0 PSF - 55.0 PSF 7/16" OVERALL LAMINATED ANN. UVEKOL. TEST REPORT No.: FTL -3995 74' WK FRAME ROTH 14 . 14 5/11. MAX. 3E' Lax. � M. AT 1 -__ �{` VENT WIDTH F HEAD /SLL �� l /4' WX. 33 1 /4' MAX. I n S d I ' I �� I i i a r X I 0 STEM RCRP. L DESIGN PRESSURE STEEL REINFORCEMENT WITH 3 5 8 SILL RISER POSITIVE + 90.0 PSF NEGATIVE - 90.0 PSF 7/18' OVERALL LAMINATED H.S. UVEKOL OR SENTRY GLASS PLUS TEST REPORT No.: FTL -3946 SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (UNITS VIEWED FROM EXTERIOR) SCALE: t /2" - GENERAL NOTES 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS NUMBERS FTL -3946 AND FTL -3995, AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ABOVE) 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME, STRUCTURAL CONCRETE /CONCRETE BLOCKS & METAL STRUCTURE CONTRUCTIONS (SEE SHEET 4 OF 6) 3. GLAZING: 7/16" OVERALL LAMINATED HEAT STRENGTHENED OR ANNEALED UVEKOL -LAO. RESIN OR SENTRY GLASS PLUS (SEE CORRESPONDING DESIGN PRESSURE TABLES AND GLAZING DETAILS) 4. GLAZING METHOD: EXTERIOR GLAZED WITH 0.455- PENETRATION, USING DOW CORNING 995 SILICONE AND ALUMINUM GLAZING BEAD (SEE GLAZING DETAILS) 5. SEALANTS: A NARROW JOINT OF SEALANT IS APPUED ON ALL PANEL AND FRAME CORNERS AND INSTALLATION SCREW HEADS. 8. CONFIGURATIONS: OX/X0 (±55.0 PSF) OR 0X/X0, XOX ( ±90.0 PSF) 7. DESIGN PRESSURE RATING: SEE CORRESPONDING CHARTS BELOW BELOW EACH ELEVATION. 8. ANCHORAGE: SINGLE ROW OF FASTENERS SHALL BE AS USTED AND SPACED AS SHOWN (SEE CORRESPONDING ELEVATIONS) 9. ATTACHMENT TO WOOD BUCKS AND SUBSTRATES: TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 10. SHUTTERS REQUIREMENT: NO SHUTTERS ARE REQUIRED. 111' MAX. FRAME WON 5805 —LM C) VERTICAL SECTION 0 JAMB (LOCK SIDE) CROSS SECTIONS ( ±55.0 PSF) 0.120" UVEKOL S LIQUID -RESIN INNER LAYER BY SURFACE SPECIALTIES. INC. 3/18" ANNEALED 3/18" ANNEALED DOW CORNING 995 EXTRUDED GLAZING BEAD 5 .455" GLASS BETE GLAZING DETAIL SCALE: FULL SIZE EXTERIOR FRAME WIDTH 3 MEETING RAIL 4 JAMB 22 (ALUM. REINFORCEMENT) 2 (FIXED SIDE) 4..I 1 • Lh4.1c o1 o KELVYN ITFIELD, P.E. FLORIDA CERTIFICATE No.24140 o ,•) _0 U `� C7 Jj 4 Ry F g� OltAMIN Nat S805 -LM SHEET 20'6 3 I VERTICAL SECTION T3 JAMB (LOCK SIDE) (D JAMB 3 (LOCK SIDE) CROSS SECTIONS ( ±90.0 PSF) T T T iT ` , r;! ,r, I .i„ t j L -= .] I i R' EXTERIOR FRAME WIDTH 6 MEETING RAIL \3...../(STEEL REINF.) 3/16" HEAT STRENGTHENED DOW CORNING 995 GLAZING BEAD 0.100" SENTRY GLASS PLUS INNER LAYER BY DUPONT, OR 0.120" UVEKOL S MUM-RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/I6' HEAT STRENGTHENED .455" GLASS BITE GLAZING DETAIL SCALE: FULL SIZE EXTERIOR FRAME WIDTH MEETING RAIL 3 (STEEL REINFORCEMENT) AppavW a aapyaa Ma W nada Olds rr RAIL 3 (STEEL REINF.) O3 6 JAMB (FIXED SIDE) O3 8 JAMB (LOCK SIDE) 'O f^ KELWN WHITi7ELD, P.E. FLORIDA CERTIFICATE No.24140 F 0 0 z 0 z J J 0 Ct J 1 z 0 EE 0 x S805 -LM SHEET 3 a 0 I I TYPICAL HEAD /SILL ATTACHMENT TO CONCRETE SUBSTRATE 1 1/4" MIN. EMBED. 1 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4" MAX. STIFF METALLIC SHIM 1 x 3/4 x 1/8 x 4" LONG, PRE - DRILLED & FACTORY INSTALLED ALUM. CLIP (ITEM #33) AT FRAME HEAD ONLY, 23" FROM FRAME CORNER (VENT SIDE ONLY), ATTACHED TO FRAME WITH TWO /10x1" PH. SELF DRILLING SCREWS (IW. FOR AU. APPLICATIONS) ELCO 1/4 "0 HH. TAPCON (MUST PASS THRU CHANNEL ITEM #33) ELCO 1/4 "0 HH. TAPCON (MUST PASS THRU SILL CLIP, ITEM #9) 12" LONG, PRE - DRILLED & FACTORY INSTALLED ALUM. SILL CUP ADAPTER (ITEM /9) AT FRAME SILL INTERLOCKS ONLY. (TYP. ALL APPUCATIONS) 1 BY P.T. WOOD BUCK. (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4 "1 FH. TAPCON 1/4" MAX. STIFF METAWC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE ELCO 1/4 "0 NH. TAPCON (MUST PASS THRU CHANNEL, ITEM #33) V A .:111 nth TYPICAL HEAD /SILL ATTACHMENT TO WOOD SUBSTRATE 2 BY P.T. WOOD BUCK. (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL V 1 1/2" -+( MIN. EMBED. ELCO 1/4'1 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO WOOD SUBSTRATE - s 2 BY P.T. WOOD BUCK. (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD). TYPICAL 1/4" MAX. STIFF METALLIC SHIM ELCO 1/4 "1 HH. TAPCON TO BE ENGINEERED SEPARATELY .............. ;= ;; ALUMINUM: 8083 -T5 ALLOY MIN. ALUM.: Fy - 23 KSI MIN. STEEL: Fy - 33 KSI MIN. (STEEL OR ALUM. 1/8" MIN. THICKNESS) TO BE ENGINEERED SEPARATELY ELCO 1/4 "1 DRILL -FLEX (GRADE 5) SELF DRILLING SCREW. 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) ELCO 1/4 DRILL-FLEX (GRADE 5) SELF DRILLING SCREW. I/4" MAX. STIFF METALLIC SHIM Wtis t3aTt "a7 ELCO 1/4"1 DRILL -FLEX (GRADE 5) SELF DRILLING SCREW, TO BE ENGINEERED SEPARATELY TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) ALUMINUM: 8083 -T5 ALLOY MIN. ALUM.: Fy - 23 KSI MIN. STEEL: Fy - 33 KSI MIN. (STEEL OR ALUM. 1/8" MIN. THICKNESS) HM Os KELVIN WHITFIELD. P.E. FLORIDA CERTIFICATE No.24140 00 r n a O z 5 O Z Q J in 0 o CO Q In F W (I Z W O Ni (/) 0 x 5 I Fk au.wc xa S805-LM SHEET 4 OF S (Li - - 1~ t 754' 1 sex- tat (Ke) Iu iOOa *? y� ecr» -tac (we) 3eau • war b lone ewNSnf ' :CD!.', . ..- - MZI U i0 BILL OF M ATERIALS - 1E T ITEM QUANTITY PART No. MATERIAL DESCRIPTION LOCATION 1 TM- 118 6063 -T6 ALUM. 3 1/8" LONG SPRING LOADED VENT LATCH WINDOW VENT SIDE RAIL MIDSPAN (LOCK 3 1 TM -1334 6063 -T6 ALUM. FRAME SILL BASE WINDOW BOTTOM FRAME 4 1 TM- 130 6083 -T6 ALUM. FRAME HEAD WINDOW TOP FRAME 5 1 TM -131A 6083 -18 ALUM. FRAME JAMB (FIXED SIDE, ±55.0 PSF) WINDOW SIDE FRAME (LOCK SIDE) 8 1 TM- 132 8063 -T8 ALUM. FRAME JAMB (LOCK SIDE) WINDOW SIDE FRAME 7 t TM-131A 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE, ±90.0 PSF) WINDOW SIDE FRAME 8 1 TM -134 6063 -T6 ALUM. FRAME SILL TOP WINDOW BOTTOM FRAME 9 I/INTERLOCK TM -135 6063 -T8 ALUM. FRAME SILL CUP ADAPTER (12" LONG) WINDOW FRAME SILL. AT EACH INTERLOCK (ALL UNITS) Tm -132 10' 1 TM -136 6063 -T6 ALUM. FRAME SILL TRACK WINDOW FRAME SILL ITEM 11 1 TM -137 6063 -T6 ALUM. FIXED MEETING RAIL WINDOW FRAME _ 1A FRAME JAMB (F 12 2 TM -139 8083 -T6 ALUM. VENT TOP AND BOTTOM RAIL WINDOW TOP & BOTTOM VENTS 13 1 TM- 139 6083 -TB ALUM. VENT SIDE RAIL (LOCK SIDE) WINDOW SIDE VENT z Gt 14 1 TM- 140 6083 -T6 ALUM. MOVING MEETING RAIL WINDOW SIDE VENT 15 4/LITE - VENT TM -141A 6083 -T6 ALUM. EXTRUDED GLAZING BEAD (±55.0 PSF) WINDOW GLASS PERIMETER 16 (1) STRIP W31225 WOOL FIN SEAL WEATHERSTRIP -.270" x .220" HIGH FRAME POCKET JAMB/VENT TOP & BOTTOM 1 I � 17 (1) STRIP W43371 WOOL FIN SEAL WEATHERSTRIP -.187' x .370' HIGH FRAME POCKET JAMB/VENT SIDE RAIL (LOCK SIDE) I SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW LARGE MISSILE IMPACT 18 (1) STRIP W43201 WOOL FIN SEAL WEATHERSTRIP -.187' x .200" HIGH FIXED & MOVING MEETING RAILS AND SILL 19 3 P5043 WOOL 13/6" x 7/8" x 1/2" FINSEAL. PAD FRAME TRACK (INTERLOCKS & LOCK END: ``_T_ I �,p p i • I I _L .QYI +( 20 2/VENT PLASTIC /BRASS WHEEL HOUSING ASSEMBLY WINDOW VENT BOTTOM RAIL ENDS 21 4/VENT --- 6063 -T8 ALUM. .540" x .740' x .063" GLAZING BEAD (±90.0 PSF) WINDOW GLASS PERIMETER (0X/x0, XOX 22 2 - -- CLASS 7/16' OVERALL LAM. ANNEALED UVEKOL WINDOW FRAME/VENT (SEE DESIGN PRESS URE TABLES) 23 2 OR 3 - -- GLASS 7/16 OVERALL LAM. H.S. UVEKOL/SENTRY GLASS WINDOW FRAME/VENT (SEE DESIGN PRESS URE TABLES) 24 AS REO'D 985 SILICONE GLAZING COMPOUND (DOW CORNING) GLASS PERIMETER ice TM -130 FRAME HEAD tom --1 25 SEE ELEV. - -- STEEL/PLATED INSTALLATION FASTENER (SEE SHEET 4 OF 6) WINDOW FRAME PERIMETER 26 2 /CUP - -- STEEL/PLATED #10 x 1' PH. SELF- DRIWNG SCREW (ASSY.) VENT HEAD WINDLOAD CUP 27 10 --- STEEL/PLATED #12 x 1 1/4' PH.SMS. (ASSY.) FRAME CORNERS 28 12 - -- STEEL/PLATED #10 x 1 PH.SMS. (ASSY.) VENT CORNERS & TOP /BOTTOM INTERLOCKS • r r }- [ FIXED r utr^'j I 29 1 - -- 6063 -TB ALUM. 3 5 /8" x .062" SILL RISER (X0 /OX, XOX ±90 PSF) WINDOW FRAME SILL BASE, GLUED ON THE INTERIOR JO' 1/INTERLOCK - -- 6063 -TB ALUM. 1' x 1' x 1/8" THK. REINFORCING TUBE INTO MOVING MEETING RAIL (XO /OX ±55.0 PSF) T • {T - - 1 LL L I t k g I 31' 1 /INTERLOCK - -- STEEL A -513 (11 GA) 1' x 1" REINFORCING TUBE INTO MOVING MEETNG RAIL (XO /0 %. XO% ±90.0 PSF) 32' 2/INTERLOCK 6063 -T6 ALUM. 1" x 1/2" x 1/8' THK. REINFORCING CHANNEL INTO FIXED MEETING RAIL ( %0 /0% ±55.0 PSF) 3J 1/VENT - -- 6063 -T6 ALUM. 1' x 13/16' x 1 /8' x 4' LG WINDLOAO CUP FRAME HEAD, EACH VENT, 23" FROM LEFT (XO /OX, XOX) __ i - y t � L �. 34• 2/INTERLOCK - -- STEEL A -36 (11 GA.) 1' x 1 2" REINFORCING CHANNEL INTO FIXED MEETING RAIL (XO /OX, XOX ±90.0 PSF) N OTE: (•) DENOTES FULL LENGTH • y eel • - . 1 ~,.750' TM -137 MEETING RAIL 1 057 12511. ' ' ` w 1 [[''Aa j,� I - -, TM -134 FRAME SILL TOP 3025" ITEM SILL RISER 402 T I � ..- L TM -141A EXTRUDED GLAZING BEAD "' TM -138 TOP AND BOTTOM RAIL .062' TM -118 VENT LATCH LOCK 2.31r _ �� Lair T/ � 0 / KELVIN WHITFIELD, P.C. FLORIDA CERTIFICATE No.24140 Ate eeTT C .- -..- ¢ g -. I � i AO ,. - .1.7W' F►� REM GLAZING BEAD ANGLE r' nj .}, SIDE I � ,.750' --�1 1M -139 RAIL (LOCK SIDE) y 402• iT A7� .313' 1~ -J TM -136 SILL TRACK ,.750• TM -140 MOVING MEETING RAIL -13 � TM -135 SILL CUP ADAPTER FORMING xwt 805 -LM 1¢1 5 5, 0 STILE SHOWN FOR OX APPLICATIONS, REVERSIBLE ON XO APPLICATIONS. #10 x 1' PH.SMS. ASSEMBLY SCREWS manna xw S805 —LM /12 x 1 1/4' PH.SMS ASSEMBLY SCREWS /12 x 1 1/.' PH.SMS. ASSEMBLY SCREWS WINDOW FRAME CORNER CONSTRUCTION DETAIL / 10 x 1' PH.SMS. #10 x 1' PH.SMS. ASSEMBLY SCREWS ASSEMBLY SCREWS #10 x 1' PH.SMS. ASSEMBLY SCREWS /10 x 1' PH.SMS. ASSEMBLY SCREWS OPERABLE VENT CORNER FIXED MEETING RAIL CONSTRUCTION DETAIL CONSTRUCTION DETAIL FIXED VENT CORNER CONSTRUCTION DETAIL (XO /OX UNITS t90 PSF) 112 x I 1 /4' ASSEMBLY SCR 0 0 Z �J 3 a o Z J J O (7) . Ce In J F LL.I Z 0 o g EE 0 S MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the The documentation submitted has been reviewed by Miami -Dade County Product Con by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building. code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 100 Aluminum Outswing doors w/ sidelites APPROVAL DOCUMENT: Drawing No. W01 - 20, titled "Series -100 Alum Swing Door w /Sidelites ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 04 -21 -01 and last revised on 01 -24 -02, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertisi'nh yt If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 01- 0724.10 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 01 -0724.10 Expiration Date: April 11, 2007 Approval Date: April 11, 2002 Page 1 1 . • I .ele ce IMIGH 31Kai . AVERAGE WIDTH INCHES DOOR HEIGHT FT./1N. GLASS TYPE 'A' CLASS TYPE 'B' 4 'C' EXT. ( +) NT. (-) EXT. ( +) INT. ( -) ul II 34- 11/t6 ! I ;I, I 1 . Pp I I pp 11 1 U P S Is p p !I • It 01.0 /` t /T II ii \7/16. AM. rAs \ II II` 8 s, 51.0 - g a le :: :XNN:s11 i 1 ; 4 I. ....-,. i, -.... ti I i I I I t 1 Igi " 1 i 0/0 (NIX) 62.0 - tig C9 IFICI311 .1131 ` I 1 ; I 1 • "atiO 'TO 61.0 \, 52.0 ` ' 62.0 81.0 DESIGN LOAD CAPACITY - PSI AVERAGE WIDTH INCHES DOOR HEIGHT FT./1N. GLASS TYPE 'A' CLASS TYPE 'B' 4 'C' EXT. ( +) NT. (-) EXT. ( +) INT. ( -) 37 -1/2' 34- 11/t6 62.0 01.0 02.0 51.0 to -15/10 0/0 (NIX) 62.0 70.3 52.0 61.0 7/0 52.0 09.0 62.0 81.0 62.0 88.5 62.0 81.0 62.0 63.1 02.0 01.0 423MR 62.0 01.0 62.0 01.0 62.0 78.3 62.0 79.2 6/0 62.0 69.8 02.0 75.3 62.0 88.5 82.0 77.5 62.0 63.1 62.0 76.3 NOMINAL WIDTH FRAME BROTH LEAF WIDTH OAYLRE OPG. 2/6 00 31 -1/2' 25- 11/16' 15- 15/10' 3/0 (X) 37 -1/2' 34- 11/t6 24- 15/18' 5/0 (701) 59 -3/4 25 -11 /tr to -15/10 0/0 (NIX) 71 -3/4• 34- 11/1e 24- 15/1e NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT DAYUTE GPO. 6/0 79 -7/e' 77 -3/e• 57 -5 /V 0/0 _ 95 -7/e• 93 -3/V 53 -5/e' i i 4 I i / 110 (x) e• MAX 7YP. SURFACE APPLIED FALSE HUNTS'S MAY BE USED (XX) �0 (XO ( OX .1 - 24 3/4 ( _ D.L OPG. 34 11/18' LEAF WIDTH 71 3/4' FRAME WIDTH ( XXO) (OXX) NJ. INSTALLATIONS 32 1/4' D.L OPG. MULLION SPACING TYPICAL ELEVATION ( XXOO ) TESTED UNIT AVERAGE WIDTH - WI + W2 (FOR DOORS WITH SICEUTE% 2 (XOO) (OOX) 8pPROVED CONFIGURATIONS (OXO) S 1=5. 32 1/4' DA. OPG. Approved Ns ogle'Yt11111114 lII 1 (0X WI I W2 OOXX XXOO a 1/2' MAXIMUM DESIGN LOAD RATING - + 62.0 PSF ( FOR DOORS WITHOUT =CUM ) - 81.0 PSF HEIGHTS: WIDTHS: DOOR LEAFS CAN BE GLAZED WITH TYPE 'A', '8' OR 'C' GLASS FOR MAX. LOADS OF +62.0 & -61.0 PSF FOR ANY ABOVE SIZE. APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. THE SIDEUTES CAN BE ONE OR TWO MAX., AT ONE SIDE OR BOTH SIDES OF DOORS. DOORS/SIDELRES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. FOR DOORS RIM SIDELITES LSMTR LOADS AS SHOWN OWN. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY OR FLORIDA BUILDING CODE. ALSO FOR END LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL- Env: OR HULAYOUN FM000 STRUCTURES NA. PE / 16657 FEB 11 2002 O N t4 g n o io no W01 -20 5). TYPICAL ANCHORS SEE ELEV. FOR SPACING - SEE ELEV. FOR SPACING 0 #6 x 1' AT 6 0. FM SMS O 8 TYPICAL ANCHORS TYPICAL ANCHORS _1B1 OR 28Y SEE ELEV. FOR A NG T!OOD BUCK /6 AT B' 1• FH SMS G.C. aides TYPICAL ANCHORS SEE ELEV. FOR SPACING • • WOOD BUCKS NOT BY DORALUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. METAL STRUCTURES (STEEL OR ALUM. 1/6 MIN. THICK) STEEL : Fy . 30 KS I6N. uM : 6063 -1S MIN. /I4 SMS OR 1/4• DIA. SELF ORIWNO SCREWS TYPICAL ANCHORS; SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE -i-/4' DUL TAPCONS-(BY- O.00) 1 -3/4 MIN. -TOTAL EMBED. (WOOD+SUBSTRATE) THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1/4 DIA. TAPCONS (BY ELCO) WITH 1 -1/4' MIN. EMBED INTO MASONRY INTO METAL STRUCTURES OR MUWON (STEEL OR AWN 1/6• MIN. THICK.) #14 SMS OR 1/4• SELF DRILLING SCREWS ,SEALANTS; FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. LOCKS; • STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 4S• FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38 FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH 8OLTS AT TOP • BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES; EXTRUDED ALUMINUM BUTT HINGE 1/8' THICK AND Y LONG WITH S /16 PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10• FROM TOP & BOTTOM AND ONE AT MIDSPAN Iron. DX FA00OG FM PE I.10m7 FEB 11 2002 ! 1 1N 8 Z�� 1 ( droning no. W01 -20 sheet 2 GF 3 ) _TYPICAL ANDERS SEE ELEV. FOR SPACING L/4• MAX SHIM TYP I /4 MAX SHIM SPACE _THY OR 481' WOOD BUCK 0 TYPICAL ANCHORS SEE ELEV. FUR SPACING ACTIVE LEAF D.L OPEL LEAF WIDTH FLUSH BOLT OPERATOR ON ACINE LEAF 0 b E_t.'_f1111t8 AT 11' O.C. DOOR WIDTH Ammomilas rt., 1. Ll�wl... FLUSH BOLT OPERATOR ON INACINE LEAF (CONCEALED) FRAME WIDTH EXTERIOR DLO. INACTIVE LEAF 0 D.L OPO. End ON. IAIMAYOUN MOOS STRUCTURES PIA. PC 1 FEB 11 2002 TYPICAL ANCHORS SEE ELEV. FOR SPACING I/4' MAX SHIM O /e x1- 'RI AT B' O.C. r s Pre L I A 2 Ili drawing no. 1 -20 (sheet 3 of 5 FRAME HEAD /JAMB WEATHERSTRIP ADAPTER 4000 TOP /BOTTOM RAIL n 2.177 1. 6 .300 II 262 TYP.--I 4.000 THRESHOLD 1.827- 1 . .625 r— 1.371 —r SIDE UTE GLAZING BEAD 1750 A79 TYP. 3.999 HINGE STILE .293 "" °"I 85 .272� I 1 GLAZING VINYL (SOME I.I) 1.058 .062 GLASS STOP .726 1.464 1.214 .499 .466 GLAZING ADAPTER (DOOR) 1.823 .470 GLAZING ADAPTER (SIDELITE) ASSEMBLY STIFFENER T 1_ 2.093 .062 TYP 4.156 SIDE UTE JAMB A79 TYP. 1.750 2070 4.687 LOCK STILE 2.126 496 323 010-24 X 1/2' PH SELF DR)WNO SCREWS 3 PIECE HINGE Appose& 1,96191191691 °i E.` M`..96. r (Sk.1 • ail N1+ 3/16' N1289120 GLASS .090 $11 POLYCARBONATE INYTERLAYER 3/16' ANNEALED GLASS 7/18' OVERALL LAM. GLASS BY 'SECURITY IMPACT HOLDING' GLASS TYPE 'A' 17304 / 3 4 6 6 7 9 I0 11 12 13 14 15 16 17 16 19 20 21 22 24 ' PART 391 -26999 Sw -26905 SW -26904 SW -26998 S9' -26626 SW -28901 SR-25517 SR -28903 SW -29244 98 -29245 PW-101 P6 -6400 8810012 Pus 5025 CP -13111 /603/4' PHSYS DOR -018 DOR -017 DOR -019 8990. 3/DOOR z/3u► AS READ. 1 /0008 1/18AP 1/LEAF AS RM. 1/0068121 3/LDP 2/LEAF 09119E 8 /LEAP AS RE00. AS READ. A3 REQO. AS RECD. AS READ. AS READ. AS RECD. D=6CR1PT10R PRAYE LEAD /w. DOOR TOP/BOTTOY RAL WEA71@IS118P ADAPTER THRESHOLD WW1 5TU LOCK STIR SMUTS JAMB ASSBAlY STIFFENER HINGE DOOR PORTIDN Mat PRAHE PORION 3/8" X IC S 32' LONG T18REA0m 000 3/8' X I6 NUT 5/16' X I' ROD 1/4' SE71910 KOCR MONO MNTL GIRD WEA1N[R5IRPP01) PEE wrAT1934115P9wo SLLMANE FLUSH 804.15 DORY LOCKSET MOW SCREWS ALALFIO AWPIO (DOOR) O{AmNO A00h (9021.12) ... -. . GLASS STOP BATE6W 6093 -T8 9091 -T5 6043 -TO 0043 -TO 8083 -TO 0063 -TO 6013-T5 6063 -70 6063 -TO MEL SITE NYLON NIfYL 6063 -TO 6003 - TE 6063 -T5 WNP. /9IIPPLnn /flW® PRATED SLED. SCNIEGEL DOW 0008040 OR EA1N. OELTA WD. OR COON. TACO OR WESTL00( AT ALL FRAME JO9AS 7/16' OVERALL LAM. GLASS BY 'SOLUTIA INC.' GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS BY 'GLASSLAM SAFETY PLUS' GLASS TYPE 'C' drawing no. W01 -20 1 rrn IM OZ-IOM 1 .ou 6u!Mwp 1 r I I ZOOZ T T 834 . r (I3dvia 000w, wtopmnrup :ag a3NNO3 YV01108 314 EiNLIO0 d01 3141V11d BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of terials. The documentation submitted has been reviewed by Miami -Dade County Product Control Divisio accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas w/ e allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0305.02 and, consists of this page 1 and evidence page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI 7 ORIDA 33130 -1563 (305) 375 -2; o'` (305) 375 -2908 NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. 4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98 with revisions dated 12/29/03 signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading 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 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1969, dated 3/17/98, signed and sealed by Joseph C. Chan, P.E. 2 Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3740, dated 03/18/03, signed and sealed by Joseph C. Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite R PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02 issued to "Solutia Inc." for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 PGT INDUSTRIES NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated January 25, 1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99- 0204 -03" 2. Statement letter of no financial interest, dated January 25, 1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99- 0204 -03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FI3C). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 NOTES: LARGE MISSII E IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATEC DUPONT BUTACITE OR Si 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATEC DUPONT BUTACITE OR Sl 1/8" HEAT STRENGTHENI C. 13/16" LAMI I.G. GLASS 3/8" AIR SPACE AND 5i COMPONENT CONSISTS 0 SAFLEX /KEEPSAFE MAXIM AND (1) UTE OF HEAT F. D. 13/16" LAMI I.G. GLASS 3/8" AIR SPACE AND 5/ COMPONENT CONSISTS 0 SAFLEX /KEEPSAFE MAXIM STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: ' 3" MAX HEIGHT 1 58 1/4" MAX FIXED LITE DAYUGHT OPENING 74" MAX WIDTH 33 5/8 MAX 33 5/8" MAX DAYLI dT — — DAYLIGHT OPEN IG OPENING C I 6" MAX. 8" MAX 4" MI CONSISTING OF AN .090 PV8 INNER LAYER OF 'LEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF CONSISTING OF AN .090 PVB INNER LAYER OF "LEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF GLASS. CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS 6" LAMINATED GLASS. THE 5/16" LAMINATED AN .090 PVB LAYER OF DUPONT OR M BETWEEN (1) LITE OF 1/8" ANNEALED GLASS RENGTHENED GLASS. ZONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 6" LAMINATED GLASS. THE 5/16" LAMINATED AN .090 PVB LAYER OF DUPONT OR M BETWEEN (2) LITES OF 1/8" HEAT EE TABLES 1 -3 ON SHEET 2 rI C X 8" MAX 6 4" MAX ITEM 57" MAX VENT DAYLIGHT OPENING MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION (Alum. 6063-T5) (Alum. 6063 -T5) 612225 4054A 4006C 612230 6534571 1207 612237 612238 1 DESCRIPTION V.T. S 1 FLANGE FRAME J AMB Alum. 6063-T5) 2 2 FIXED MEETING RAIL (Alum. 6063HS -T54 1 3 SASH MEETING RAIL_(Alum. 6063HS -T54 1 4 SASH SIDE RAIL (Alum. 6063 -T5) 5 GLAZING BEAD (Alum. 6063 -T5) 8 6 WINDLOAD ADAPTER (5 7/8" RIGID PVC) @ midspan of frame sill 7 FLANGE FRAME HEAD 1 8 FLANGE FRAME SILL 1 9 FRAME SILL ADAPTER 'Alum. 6063 -T5 612239 1 10 SASH TOP /BOT. ;AIL t Alum. 6063 -T5 612240 2 11 SCREEN RETAINER (Alum. 6063 -T5 6532377 / 1 13 5/16" (.350) LAMINATED USING (2) LITES 1/8' HEAT N STRENGTHENED GLASS 14 ANTI -LIFT CHANNEL (Alum. 6063 -T5) 612244 1 ® midspan of vent) 15 #10 x 1.000 Ph. Fl. SMS 710X1 4 Windload Adopter screws) 16 #6 x 1.000 PH. PAN SMS 76X1PPA 2 for anti -lift channel 17 WEATHERSTRIP, MIN WALL BULB VINYL 6TP247 8 (1 per Glazing Bead 18 #8 x .500 PHIL. Fl SMS 7856A 2 (Sweep Latch screws 4 (when using 2 Sweep Latches) 19 /f8 x 1.000 PHIL.. P.H. SMS 781PQA 22 (Frame /Vent assy. screws) 20 SWEEP LATCH 71096 1 11.5" from ends -vent mtg. rail) 2 if height is >= 42 " 3 21 WEEP HOUSING 70250 1 ®midspan /2 1/4 from ends 3 22 WEEP FLAP 70251 1 ®midspan /2 1/4" from ends 23 ROLLER HOUSING ea. end of vent top rail 24 BRASS WHEELS 2 per Roller Housing) 25 WSTP .270 x .170 BACK FIN SEAL ®vent top /bot rails & mtg. roil � 26 SILICON A 27 WEATHERSTRIP, BULB VINYL 29 13/16" I.G., 1/8' HEAT STRENGTHENED 30 GLAZING BEAD (1.3/16" I.G.) 6063 -T5 31 WSTP, .187 x .2,f,0 BACK, FIN SEAL 32 13/16" I.G., 1/8' HEAT STRENGTHENED JAMBS: MAX. " FROM CORNERS. MAX. 12 1/2" SPACING. . SHUTTER REQUIREMENT: NO SHUTTERS REVD. REF. TEST REPORTS: FTL -1969 & FTL -3740 Reboot L. Clark. P E PE 039712 Ttnlctuial 1 7BRWHL2 61062W 62899 2 4 2 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 QTY. /LOCATION 6TP249 1 (CO vent jomb rail ) TEAM PLASTICS GLASS, 3/8' SPACE, 5/16" LAMI (1/8" A, .090, 1/8" HS) 4067 8 INDALEX 1060 1 ® MEETING RAIL SCHLEGEL OR EQUIV. GLASS, 3/8" SPACE, 5/16" LAMI (1/8" HS, .090, 1/8" HS) 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 5. HEAD & SILL: � eft MAX. 6" FROM CORNERS. ~� MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. Aallim.,w•�! . I2.o. MAX. 15" SPACING. Rend D': F.K. Rend By: F.K. Rend By: F.K. Rend By: F.K. Drawn By: D.B. Dab: 12/29/03 Date: 7/23/03 Dote: 10/03 926/02 Oaten 2/16/98 ALUMAX INDALEX INDALEX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX DOW CORNING el' Revisions: G- REMOVE ITEM 29 GLASS Revisions: F -ADD /995 TO REM 26 Revisions: E- 2,3,6 A00 129 -132 Revisions: 0- REVISED NOTE 1 VENDOR ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL- TECH /P.G.T. SCHLEGEL OR EQUIV AF -12244 TP -247 VENDOR # AF -12225 64054A 64006C AF -12230 AF- 534571 6WCLIP AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 PGT.214.XX 7 -M10 -250 7 -M10 -251 70312 FS7826 -187 899 OR 995 TP -249 64067 61060G OX ELEVATION & B.O.M. (LG. MISSILE) Title: ALUMINUM HORIZONTAL SLIDING WINDOW Series/Model: Scale: Sheet: Drawing No. Rer. HS -710 NTS 1 vi 6 4112 G COMPARATIVE A A. 5/16" LAMINAT C. 13/16" LAMI I.G WINDOW WIDTHS 26.500 37.000 44.000 53.125 60.000 63.000 66.000 70.000 74.000 26. 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 COMPARATIVE A B. 5/16" LAMINAT D. 13/16" LAMI I.G WINDOW WIDTHS 26.500 37.000 44.000 53.125 60.000 63.000 66.000 70.000 74.000 26. 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 NOTES: A. NEGATIVE DESIGN ASTM E 1300 -9 B. POSITIVE DESIGN ASTM E 1300 -9 C. DESIGN PRESSUR NALYE ED (1/ . -1/8 000 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 NALYS ED (1/8 . -1/8 "I 000 -75.0 - 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 LOADS 8 (AND LOADS 8 (AND ES UNDI S TABLE 1. GLASS TYPES A & C " ANNEALED, .090 PVB, 1/8" ANNEALED) -EAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) WINDOW HEIGHTS 38.375 66.7 -75.0 -75.0 66.7 66.7 66.7 66.7 66.7 65.5 60.8 58.2 38. 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -73.5 -69.4 -65.5 -60.8 -58.2 44.000 66.7 66.7 66.7 66.7 62.0 58.9 56.6 53.7 51.3 -75.0 - 73.1 - 62.0 -53.7 50.625 66.7 66.7 66.7 61.6 54.8 51.7 49.0 46.3 -51.3 44.2 -75.0 -75.0 -75.0 -61.6 -54.8 -51.7 - 49.0 -46.3 - 44.2 IASED ON TESTED PRESSURE AND GLASS TABLES \STM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). ASED ON WATER TEST PRESSURE AND GLASS TABLES ■STM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 59.000 66.7 66.7 66.7 56.0 46.0 43.0 41.2 -58.9 -56.6 39.1 37.4 -75.0 -75.0 -75.0 - 56.0 - 46.0 -43.0 -41.2 - 39.1 -37.4 60.000 66.7 -75.0 -75.0 66.7 66.7 55.0 45.1 -41.3 -39.5 42.2 40.4 38.3 36.8 Robert L. Clerk, P.E. PE #39712 S''n cIVral -75.0 -75.0 -75.0 -55.0 -45.1 -42.2 - 40.4 -38.3 - 36.8 61.000 66.7 66.7 66.7 54.2 44.3 41.3 39.5 37.4 36.1 -75.0 -54.2 -44.3 -37.4 -36.1 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 62.000 66.7 66.7 66.7 53.4 43.7 40.5 38.7 36.8 35.5 Rend By F.K. Rend Se F.K. Revad F. . Revel By F. /( Drown By: D.B. Serfes/Model: HS -710 FTL -1969 & FTL -3740 -75.0 -75.0 -74.0 - 53.4 -43.7 -40.5 - 38.7 - 36.8 - 35.5 5 TABLE 2. GLASS TYPES B & D HEAT STRENGTHENED, .090 PVB, 1/8' HEAT STRENGTHENED) EAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8 "HEAT STRENGTHENED) 7/23/03 Dote: 4/4/03 9/6/02 2 /116/98 Seeds: TS 63.000 66.7 -75.0 66.7 66.7 52.7 43.2 40.0 37.9 36.1 34.8 Sheet: 2 e1 6 - 75.0 -74.0 - 52.7 -43.2 -40.0 -37.9 -36.1 -34.8 375 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 44.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 - 75.0 -75.0 - 75.0 50.625 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 WINDOW HEIGHTS 59.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 - 74.8 60.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 73.5 61.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -74.9 -72.2 62.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 FTL -1969 & FTL -3740 -75.0 - 75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 -73.5 -70.9 _ 63.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 - 75.0 - 75.0 -75.0 - 75.0 -72.3 - 69.6 Date: ReHaiona: 12/29/03 F- UPDATE TABLES Revisions: F- CORRECT TABLE J C&E Revisions: E -ADO 13/16' IC/NOTES Revisions: D- REVISED TABLES A P OPUCF R BVIRED o *moor 0 ,, 420 6 Description: GLASS TYPE COMPARATIVE ANALYSIS Title: ALUMINUM HORIZONTAL SLIDING WINDOW Draw No. 4112 Rev: G 1/8" STRENGTHENED G .090 SAFLEX KEEP /SAFE MA A OR DUPONT PVB INTER / 1/8" ANNEALED OR EAT /8" ANNEALED OR :AT STRENGTHENED G 4SS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED -. GLASS EAT 459 IMUM �{ AYER 5/16" LAMINATED 13/16 NOM. GLAZIN DETAILS: 13/16" (.825) I.G. REFERENCE TEST REPORTS FTL -1969 & FTL -3740 1/2" GLASS BITE TYP. INSIDE OUTSIDE 1/8" ANNEALED GLASS - 12 .090 INNER LAYER (DUPONT W /BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) • Robert L. Clark, P E. PE '439712 Structural -- 1/8" ANNEALED GLASS GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 R.vsd BY F.K. Roved Ry: F.K. Revad By. F.K. Revad By: F.K. Drawn Ry: D.B. Oesveption: 110.: Series/Model: HS -710 OUTSIDE Dote: 12/29/03 Date: 7/23/03 Dote, 4/4/03 Do 9)6/02 Dot.: 13 2/16/98 1/8" HEAT _Ij STRENGTHENED GLASS Saal.: NTS 1/8" HEAT STRENGTHENED — GLASS Revisions: G- REMOVE ITEM 28 GLASS 11PE ReWsions: F -ITEM 17 SCALE 95Wsions: E -ADD 13/16" I.G. Revisions: 0 -ADD GLASS TYPE Sheet: 3 of 6 1/2" GLASS BITE SECTIONS & GLAZING DETAILS INSIDE .090 INNER LAYER — ( DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) mRODUCT REV1BLD swarbars *ft is Awl* - 061Zop ALUMINUM HORIZONTAL SLIDING WINDOW Drawing No 4112 Rev: G EXTERIOR MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH _ OPENING -- MAX. DA Rotlert L. Clark, P.E. PE #39712 Structural MAX. WIDTH 2.643 —� HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, R 34275 P.O. BOX 1529 NOKOMIS. FL 34274 EXTERIOR MAX. DAYLIGHT OPENING Revd Brr F.K. Revd By: F.K. Revd By. F.K. Revsd By: F.K. Drown By. D.8. Dote: 12/29/03 Dote: 7/2 3/03 Revisions: E -ADD 129 -132 Revision,: 0 -ADD GLASS TYPE Do e: 4 4/03 976/02 Dote: 2/16/98 Series/Model: HS -710 Seale: NTS .705 Revisions: G -REM I E 1/EY 18 GLASS TYPE Revisions: F -NO CHC 1#15 SHT Sheet: 4 of 6 2.784 -- .500 ROUGH OPENING ? Room' WSW frai rpres OS•O 12.04 Description: SECTIONS & GLAZING DETAILS nne: ALUMINUM HORIZONTAL SLIDING WINDOW Droaing No. 4112 — 2.710 VEI fICAL SECTION ROUGH OPENING .500 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 1 APPROVED WOOD BUCK (SEE NOTE 4.) ^3/16" TAPCON (SEE NOTE 1) L-13/16" TAPCON (SEE NOTE 1) TYPICAL SILL SI CTION SUBSTRATE ANC ORING NOTES: //�� BUCK 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO TAPCONS. /I;\ NOTE 3.) 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 1/4" MIN. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED n SEPARATELY. 1/4" MAX. SHIM 1/4" MAX. SHIM 4" MIN. 3/16" TAPCON (SEE NOTE 1) 'i I // Robert L. Clark, P.E. PE 939712 Structural 211 PRODUCT REVISED es esapbUr tl�e/lillr WIN 20fo AeriPmee a . APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING FA INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 1/4" MIN. 1/4" MAX. SHIM Revsd By F. K. Raved By: F.K. Revsd By Rev Z Omen sr D.B. #12 WOOD SCREW Dots 12/29/03 Doe: 7/23/03 Date 4/4/03 %6/02 Dote: 2/16/98 Description: ANCHORAGE TRW ALUMINUM HORIZONTAL SLIDING WINDOW Series/Model: HS -710 APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING Scale NTS Rarlsions: G 3/16' OXO4 & /12 SCR Revisions: F- REMOVE 3/16 TAPCONS Revisions: E -NO CHG THIS SHT Revisions: D -ADD NOTES 3 & 4 Shoat: 5 of 6 1 1/4" MIN. Droning No. 4112 Rev: 1 1/4" MIN. TYPICAL HE ) SECTION SUBSTRATE ANCHORING t i 1/4" MAX. j SHIM f 1/4" MAX. SHIM '4' p 1 1/4" MIN. APPROVED 2x WOOD (SEE NOT TYPICAL HEAD SECTION WOOD ANCHORING A #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING 1 1 1/4" MAX. SHIM #12 WOOD SCREW 1 1.187 --�� .737 ®FLANGE FF MME JAMB 6063 —T5 \LUM. ___1 .678 ® 5/16" GLAZIN : BEAD 6063 —T5 .LUM. ® FRAME SILL ADAPTER 6063-15 ALUM. REFERENCE TEST REPORTS FTL -1 969 & FTL -3740 1.187 U .062 i -n - 1.403 0 FIXED MEETING RAIL 6063HS —T54 ALUM. .062 — .723 .688 © WIND LOAD ADAPTER 6063 —T5 ALUM. 1.349 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. 1 .373 30 (' Robert L. park P.E. PE #39712 Structural I r O SASH MEETING RAIL 6063HS —T54 ALUM. .062 1.097 .683 E .+=. 1 7) - 50 13/16" GLAZING BEAD 6063 —T5 ALUM. 1.273 I � Lo 2.710 —0-1 0 FLANGE FRAME HEAD 6063 —T5 ALUM. INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Roved By F.K. Revad 8 Y F.K. Roved sr ReveA By: F.K. Drown 8y: F.K. litre: Series/Model: HS -710 Date: t/4/03 9/6/02 Dote: 11/2/01 Dote: 12/29/03 Dots: 7/23/03 .062 1.349 f 12 .291 } 1.970 ® SASH SIDE RAIL 6063 —T5 ALUM. Soole: NTS .062 — —II-- 1- 1.12 2 II 2.710 �I ()FLANGE FRAME SILL 6063 —T5 ALUM. PRODUCT REYIRO tsaq re prW Was Cob Aeoptiare OS Revisions: F -NO CHG MIS SHT Revisions: F -NO CHG THIS SHT Revisions: E -ADD 13/16" BFAD Revisions: D -NO CHG THIS SHT Descnpton: EXTRUSION PROFILES 2.094 1. ALUMINUM HORIZONTAL SLIDING WINDOW Sheet 6 or 6 Drawing No. 4112 Rev: MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use documentation submitted has been reviewed by Miami -Dade County Product Control Division an c Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by `die Auth Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H MODELS ", dated 11/19/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shah mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01-0427.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by CandF. Font PE. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, F ! . ' A 33130 - 1563 (305) 375 - 2901 (305) 375 - 2908 NOA No 03 -0430.04 Expiration Date: August 21, 2008 Approval Date: June 5, 2003 Page 1 J Clopav Building Products Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A DRAWINGS 1. Drawing prepared by Clopay Building Products Company, titled "HDG /HDGL, 66/68, 4300/01, 4310 /67/HDGL, ` 4400/01, H MODELS", Drawing No.101703, dated 11/19/96, with latest revision on April 2003, sheets 1 of 1, signed and sealed by M W. Westerfield, PE. B. TESTS 1. Test report of large missile impact test per PA 201, cyclic wind pressure test per PA 203 and uniform static air pressure test per PA 202 on "9' x 8' door model 4300, prepared by American Test Lab of South Florida, report No. ATL 95- 0522.01, dated 11/14/96, signed and sealed by W. Mehner, PE. C. CALCULATIONS 1. Calculations dated 01/10/97; pages 1 through 2, prepared by M W. Westerfield signed and sealed by M W. Westerfield PE. D. MATERIAL CERTIFICATIONS 1. Tensile test report No. CTL986B, prepared by Certified Testing Laboratories, dated 12/16/96, signed and sealed by R Patel, PE. 2. Salt Spray Exposure test report No. 29198, prepared by Applied Research Laboratories, datedl2 /15/93, signed and sealed by C. A. Hamon, PE. 3. Ignition Properties test report No. 118052, prepared by SGS U.S. Testing Company, Inc., dated 05/17/96, signed and sealed by D. H. Mangnall, PE. 4. Surface Burning Characteristics letter reference No. R6705, 96NK12530, prepared by Underwriters Laboratories, Inc., dated 05/24/96, signed by J. D. Marzullo. E. STATEMENTS. 1. Affidavit of minimum yield strength compliance prepared by Mark Westerfield employed by Clopay Building Products Company, signed by M Westerfield and notarized by S. E. Rodenhauser on 05/05/03. 2. Letter of no change prepared by Clopay Building Products on 03/27/00, signed and sealed by M Westerfield PE. 3 Affidavit of no financial interest prepared by Mark W. Westerfield, PE. with no date, signed by M. W. Westerfield PE. and notarized by M E. Knisley on 01/10/97 4 Letter of code compliance prepared by Clopay Building Products Co. on 01/10/97, signed and sealed by M W. Westerfield PE. 5 No change letter issued by Clopay Building Products on 04/28/03 and sealed by M Westerfield PE. E -1 Candido F. Font, PE. Senior Product Control Division NOA No 03-0430.04 Expiration Date: August 21, 2008 Approval Date: Jane 5, 2003 INSTALLER MODEL RETAIL MODEL DESCRIPTION 43 00 "" 6 ' 7 YIN. a - . SK �.:4 RAISED ® 24 C.A. N. EXTENSOR SINN: SNORT RAISED PANEL I 4 N. 7,La' SKIN. PLUSH PANEL 4310, H310 ' HEAL. 67 • 27 GA MIN. EOFRIOR SKIN; WIDE RAISED PANEL DOOR NUMBER OF HEIGHT SECTIONS ' l • TABLE 1 I / •X. •X 4• CLOPAY MODELS 4300. 4301. 4310. 4400. 4401. HDG CLOPAY MODELS H400. H401. H300. H301. H310 (UP HOLMFS MODEL S 66' 67' 68 PLATES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE) • (2) INT ER M EDIATE RENFORCEMENT ES PER SECTO ATTACHED WITH TOO -L -LOC PLAT SYSTEM (NOT RISIBLE FROM OUTSIDE) 11111.1111110111161111111 uimi.11iifl_MIl TWO POINT LDC0N0 lo ' � I T T T.�1 L ' ' � TL'(.��]E�{ � LTEE F {ItFB, INTO TRACK PER �NfI'SL'{g1S,{�t �l \R (OP TS DES ENGAGEMENT woo (SEE LOCK OPTIONS) - A YAK. DOOR MOTH A. 9• -0• -�•I NS11Y FLIZMIM • LOCATION OF ' OPTIONAL VENTS MAXIMUM VENT OPENING: 60 IN • SECTIONS ARE DINER T8• oR 21 HIGH •61• • 13 GA. CAW. STEEL FUG BRACKET. EACH FASTENED TO W000 JAMB WITH (3) 5 /16 - /6 WOOD LAG SCREW..' 2• G.V. STEEL TRACK, • TRACK THICKNESS: .050 HDGL TO 12'0 HIGH)! �I II II ILL Iii �(11C �► II TIP. 2 - 1 2'x12 G GALV. STEEL TRACK 4 BRACKETS PER SIDE UP TO B HIGH ( (S3 TRACK BRACKETS PER SIDE ( (UP TO 10 H )) (6) TRACK BRACKETS PER SIDE (UP TO 12 HIGH ). END • STILE SLIDE BOLT ' LOCK ENGAGES INTO VERTICAL • TRACK. ONE E% SIDE LOCK OF DOOR • DI DE BOIL i HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SLIT) MAX. DOOR WIDTH . 9 -0 JOSIOF FL FVATI(ti LODAnON of • & MAKMUY VER OPEL'NC: 60 IN MI kali - MLA& 1 mini OIL' AIL Meld [ llS)E ihY l6 riL f G)i lbli [1J)/ S S WAC •Yi Fiyl F•3 rYY i Lli l L YE R!.YI Iv S uor o111EZ rIIM !all EAMON v r,ev Fri s E9C.liamiCR1FleiG7lILitwNim liov �DT9tSYl1i1T.tii iF]m/6E�IIF61•i]HlfIli w m a s i t/ iT�)E i Mai EMMA/ A/ 'f RSi ILI.TLi CT.TiNRYi sum 1C iBQ')8 -UMY W .1WW 1.Tli E y3EiITG IQ:YTA!.LEISrLiflilTLiF:.r fiilif[7la 11!•-1 DErilrenTlilIMO IFTIAVW Erna (RI1ii DOOR HEIGHT REINFORCEMENT PLATES A ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC (NOT VISIBLE FROM OUTSIDE) • (2) INTERMEDIATE REINFOIICIBIONT PLATES PEA SECTION. ATTACHED W/ 700 -1.-LOG SYSTEM MOT RISIBLE FROM OUTSIDE) A 2a6 W000 JAMB Ox oo Hose • O wow 1WOE TWO POINT LOCKING • INTO TRACK PER STSC 3603.2. S/8 MN. ENGAGEMENT DOOR) SIDES (SEE LOCK OPTIONS) • 12 GA. CALV.. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WNTH ONE 5 /16 - /B WOOD LAC SCREW PEN BRACKET. FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/415/8 U/ NU IA TWO ' ,161111 - 026150,18611011 N SUPPORTING STRUCTURAL. ELEMENTS Ur A REGISTERED PROFESSIONAL ENGINEER FOR ' SHOWN ON MS DRAWING. LOCK BAR ' ENGAGES IN TRACK ON ' EACH SD + OF DOOR. E • NNffe,K 211 L 1 SNM LATCH LOC. K OPINION • S STOP f MOULDING m DOOR 6 G GALV. 51EL7 ED STILE • ( END STILES HELD BY HINGE SCREWS) DESIGNED D LOADS ' TONGUE MID GROOVE JOARS. 27 GA YIN. ETOERIR STEEL SKIN • (YIN. YIELD STRENGTH: 26 KS:, DRAWING GUALITY) WITH 6 -40 MIN. coo. ® • BAKED -ON POLYESTER PAINTED TOP END , COAT APPLED TO BOTH SEES ' LACK OF STEEL SKIN. BAR PRODUCT WWB REND GUIDE o . ec^.'::YITC with Teo Redd' - r-: 11. • . • 18 G MIN. GALV. STD). DENIER HINGE EACH 1416 /e 1AVAAA 14 GA. GALV. STEEL DID HINGE • FASTENED TO END STILES VI/(4) EACH 14a5/B SHEET METAL SMDIS AND ' (4) I /415 /8 SELF TAPPING SCREWS. ROLLER. • DESON ENCNEEt: +/ MARK A. REGISTRATION No. REGS 95 'J D� MECHANICAL ENGINEERING FLORIDA FLOR = Clopay Building Products Company „P .+N AOI 10.1 IAN .NIy. O 7 4/ AA1 m, as m Nun Yi r w ,!00.7 140 N mama Nun NA/ A•AAh A ti P •AAA•t SILICONE RILED CHANNEL SEPARATES • AND D BACK SKIN OF DOOR I-2• THICK CLOPAT BALDING PRODUCT! COMPANY PLOT 1.42 LSO BIN4. A I a ® LR /G /! // 5SON. ON IN 43040 (573) I I I (513) 710 -4600 . a 1.85• THICK. II DDeTY • EXPANDED POLYSTYRDE FOAM INSULATION LAMINATED (SUPPLIED BY FACLON WWUFACURND) J D N TO BOTH EXTERCIR AND SKIS. 12 GA. GAM STEEL TOP • ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) • 1 ♦d SHEET METAL SECTION A -A ' 14 GA. GALV. STEEL DID HINGE EACH FASTENED TO ( END STIES WS 4 I ,d/B• SHEET TAPPING 0�4� • D Y TALL a 20 G CALV. STEEL U -BAR. TWO PER DOOR SECTION. ATTACHED • WRH TES) T 4•x3 /PER SELF U-BAR. • (2) ON EACH END A (2) • T CENTER HINGE ATION 27 GA. INTDOOR STEE. SKIN (DRAWING DUALITY) • m WITH 0 -40 MN. GALV., BAIQD -ON PRYER AD A BAKED -ON POLYESTER PANTED TOP COAT i APPLIED TO oar,. SIDES OF STEEL SKIN. 13 GA. GALV. STEEL BOTTOM BRACKET. • ATTACHED WITH (2) #14°S/15 SHEET METAL SCREWS. ALUMINUM EXTRUSION i A VINYL WEATHERSTRIP. (4) /14x5 /B SHEET METAL SCREWS (4) 1/4 SELF TAPPING SCREWS / 14 M Alin HMI= + JA F.4 NTELBIFOIATE SINGS • - 14 G.A. INTER. HINGES USED ON 24 G EXTERIOR SKIN DOOR MODELS THE 2x6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 • OR BETTER YELLOW PINE) NO LOAD IS TRANSFERRED JAMB. /51 JAMB FASTENERS TO MA BE (BUT HORIZONTAL O REGAINED) COUNTERSUNK TO PROVIDE • A FLUSH MOUNTING SURFACE. + 206 WOOD .YWB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL DR CONCRETE COLUMN. BLOCK CELLS SHALL L BE FILLED WITH CONCRETE AND REINFORCED WITH common / ANCHORS OR �BE 0 1 /� EMBED TAPCON CND ANCHORS STARTING AT ND MORE THAN fr FROM ) BOTTOM • AND U L LCI / µ (1-3/4- 3 STA •x RT 4 NAT O MORE THAN B• FROM BOTTOM AND 24 0.0.. / DESIGN LOADS: +48.0 PSF & - 60.0 PSF. / I 9OV a 12 looYMICO/GCGL. 66/60. 4300/01. 4310/ 7A SE. 44400/01, H YODELS An B 101703 I 34gtt rhr MIAMI SHORES VILLAGE �5 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date S / t i 105 Type Insp'n Permit No. EP05 ' b5 Name +3 r dQ `l c-5+h o ' p 1 18 4 N E r r. Company (7 E%) 3 — 59 Inspection Date 8 1 8 1 05 Address Phone # Approved Correction Re- Insp'n Fee ❑ udais A,04 tu 04, ►�.r S lltS 3635 MIAMI SHORES VILLAG � 'D BUILDING DEPARTMENT 40 305- 795 -2204 Building Inspection Request Date Name rVi eg f Dip Address 11V( a q i ST Company f p Phone # 'bo5 17 "l n v t' - 7 1 1 3 Inspection Date ; k! ( 5 zc Type Insp'n FiCLMV' Permit No. ,PS ZC)Y 1O (7 Approved Correction Re- Insp'n Fee 6 4/4 /Ar I A o " sr 1 J 00 Ads 45) Th MIAMI SHORES VILLAGE ne3 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 8 Type Insp'n FrO1 Permit No. SPOS z • Name VVQ,)1 harp. p. Address ` 10-1 I Cj l 1ZJ1 Company 0a10 . Phone # Inspection Date Approved ❑ Correction Re- Insp'n Fee ❑ Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date I t l Approved Correction Re- Insp'n Fee BP s -- Icz Address t t V4 q i s4- Company ©W ne '� Phone # Inspection Date Ell I-5 '1X c 1(1 N - C G cc/:,1 Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE 'BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date' I) ZZ C'S' Type Insp'i I A L 0 X72 Permit No. – Name/.4 rZ-� Address 1 18 4" Kta . 9 I Company Phone # — 7913 — — 7 1 3 Inspection Date I 1 �� 13 \ '3 MIAMI SHORES VILLAGE BUILDINQ WARTMENT 30i- 795 -2204 "'Q Building Inspection Request Date I 112-2-(0— E � Type Insp' YJ{c L Permit No.G — I OY{ Z Name 12) Address I I S4" 1\ 9 1 "TC= J2 Company t .t Phone# Ca0.-GG) - 798 -11 13 Inspection Date I Approved Correction Re- Insp'n Fee Z3 c Type Insp'n F «* Permit NOZP2 C 5 �O NameI,4CT/� q Address UM' OE I , ur Company AI (A Phone # 205115S 15S ' 41 31 Inspection Date III 11 Approved ❑ Correction Re- Insp'n Fee •—• / 6 1 A— /4 A/ 43't ,4 /11-c4,4, a ce-C 12A9 -S Se, A.) A./44 111 criC,J _- & Ai AWL+ /40 r ac co /U ps 264 0 SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date 111 3891 MIAMI SHORES VILLAGE v,� BUILDING DEPARTMENT /0. 305- 795 -2204 �p Building Inspection Request Date cl/ 1 4 10G Type Insp'n Permit No. - IOC;i Z Name A \ Y 11-- }p(2P, Address 11s4- NE Company (7 1 Phone # (-. - 798 - 3113 Inspection Date Approved Correction Re-Insp'n Fee 15 CS TVS% MIAMI SHORES VILLAGr BUILDING DEPARTMENT 305- 795 -2204 ®o- Building Inspection Request Date e t 1 l8 )CS Type Insp'n--X OZ 1 64 i 1INC� Permit No. ThrP 1 OR Z Name -142 e-' 1 41:4 4 . V1/41457 Address 1 [4 `1 Company $- Phone # (SD5 ) 718— 7 1 1 3 Inspection Date 1 9 / czLS Approved Correction Re- Insp'n Fee 37 al / ' I SHORES VILLAGE BUILDING DEPARTMENT ?0 0,P 305- 795 -2204 Building Inspection Request Date9 18 105 Type Insp'n )MSL-L-4549 -0x Permit No. . 124 "' Name Pee.I.L A \/4E H.OZP Address l 1a4 9 Company��' Phone # (305) - 71 1 Inspection Date 9 [ L °5 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE e2 BUILDING DEPARTMENT 305- 795 -2204 • ! ' Building Inspection Request Date % /20/05 Type Insp ra e Loo r /eo ri Permit No. BP05 659 Name r-crdo G-)es Address 1 84 E ?l Tern) • Company \ Phone # ` c J � a - 3 • a'r-cr cs C3-56) . cc s e Inspection Date jam, l Z I / 05 Approved Correction Re- Insp'n Fee Z_ 52:7 W i ebv5 U- Qc ( - r> d“-sz s h �o /iv c2 2; //05 ,"le/vs i.4 Company Phone # Ins Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date \,?lam \221 Type Insp'n (C a p., 663{ PermitNoTh r',5 Name ANQACX W 6lw? Address ,114't C Re- Insp'n Fee ❑ N1� CgifiS Inspection Date Approved Correction Re- Insp'n Fee % MIAMI SHORES VILLA BUILDING DEPARTMENT0 305- 795 -2204 Building Inspection Request Date 911 f Type Insp ni" — (nCA I W indows CCOYS Permit No. QPQ5 - 6 5 c l Name a r-cr - )C�C1 WCs+ QY(J Address 1 1 84 NE. q I Tic ✓ Y . Company Cuurrer Phone # (-Taw 2 I 0 - 1488 o Correction MIAIIIORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date g I, 2 - , U 5 Type Insp'n UW1 Ve S Permit No. p S > ` -005 Name 04& V'VO ip Address 11g t) c\ 1 4f Company ( 10(1 d Phone # - 31G Sc`6 S Inspection Date b115 Approved ❑ Re- Insp'n Fee ❑ �.. OCT 1 8 MP MIAMI STIORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reciag e 2805 DateIOI1 3 )04- )04- Type lnsp'n T ^ Permit No. lE)PC L 46 (= Name 5 �---, � �� 2,�� -p Address ) �& 4 Na 1 2- Company ST 'I P Phone # (3 ) 22° — I 1 Inspection Date ID 11 OS Approved Correction ❑ Re- Insp'n Fee ❑ CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N? 1108 Miami Shores Village, Florida, 6 -25-60 Owner, Agent or Tenant of Building JOHN 0. HOUSECHILD LotE 45 of 22 Block 2 Subdivision WATERSEDGE W 40' of 23 Street Address 1184 N.E. 9Jst Terr Approved use by occupancy FLORIDA ROOM ADDITION Remarks 215 This Certificate of Occupancy is issued to the above named OWNER for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings pr structure Plan Cube 6000 Tax Value 3000 /,A? ILDING DIVISION BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal 4 Lot Description Address of . Building ° PERMIT N9 0 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. f CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Bl. �- Signed: Work to be performed under this Permit Subdi- vision Value of _` j • Project $ INSPECTOR sted t O 1 a[ K OIt. 1 Z . II Amount of II Permit $ ; ( BY• In consideration of the jtsuance to me this rmit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto in strict of ty i th e 1 swings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this pe t I as p fo rkf ne thy either, myself, my agent, servant or employee. BY AUTHORITY ABBOT PRINT MIAMI SHORES VILLAGE, FLA. N? 2293 ADDRESS INSPECTION TIME READY REMARKS: INSPECTOR DATE OWNER'S NAME J. 0. 4 Pt....._ 44 k `.'D PRESENT ADDRESS 1 1 kg C U. Z.. `1 V ` Fri-(L LICENSE NO. PHONE NO. JOB LOCATION (ST.AVE.) 1 t 8 Q- - Z . CA l 'r n (L _ 4r , La ZL c •• 40 LA 23 BLOCK 2 SUBDIVISION 1 UA. e -- 0(... e GENERAL CONTRACTOR ADDRESS (' PHONE NO. LICENSE NO. BUILDING PERMIT NO. l l il, l DATE . . -4 � � Z � ` � PERMIT FEE $ I BUILDER'S BOND NO. DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE CU. FT. EST. COST S DRAWINGS, SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: DATE NEW CONSTRUCTION TYPE STORIES ROOF CONSTRUCTION I INTERIOR CONSTRUCTION REPAIRS DESCRI TION T ' �' \� � v�;'� '�� `� DESCRIPTION ALTERATION ADDITION 04.82 ,�„�� SUBMITTED re PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTFD TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ) � - Y O —ivy I ISSUED w4 BY J 0. 4.,, Lt4 e D _ TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION S SEPTIC TANK ROOF PERMIT NO. $ BEAMS & LINTELS FEE TEMPORARY SERVICE POOL SOLAR HEATER I S FRAMING S GAS AIR C6ND. I S S FINAL CLEAN UP INSPECTIONS DATE BY SLAB BY RE - INSPECT BY ROUGHING SLAB S TUB & TOP OUT SPECIALS PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE TEMP. SERVICE NEW BLDG. I ALTERATION I ADDITION S SEPTIC TANK SPECIAL PERMITS PERMIT NO. $ SEWER FEE TEMPORARY SERVICE $ SOLAR HEATER I S S GAS RANGE CONN. I S S RANGE CONN. S INSPECTIONS DATE BY RE- INSPECT BY RE - INSPECT BY ROUGHING S TUB & TOP OUT I S SEWER SEPTIC TANK SOLAR HEATER FIXTURES GAS CONTRACTOR PHONE BY PERMIT NO. I DATE FEE S TEMP. SERVICE NEW BLDG. I ALTERATION I ADDITION REPAIRS I SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE H. W. HEATER CONN I S H. W. HEATER CONN. RANGE CONN. I S RANGE CONN. $ MOTORS I S FIXTURES & FINAL FIXTURES S I S INSPECTIONS DATE BY RE- INSPECTI BY RE- INSPECT' BY TEMP. SERVICE I I ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL CONTRACTOR PERMIT NO. NEW BLDG. BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS PHONE FEE $ REPAIRS I DATE ALTERATION I ADDITION APPROVAL TO POWER CO. FOR SERVICE DATE BY INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION S SEPTIC TANK ROOF TEMPORARY SERVICE S BEAMS & LINTELS S TUB & TOP OUT POOL SOLAR HEATER S FRAMING S GAS AIR COND. MOTORS S FINAL S FIXTURES CLEAN UP SEPTIC TANK S SLAB S SOLAR HEATER SLAB FIXTURES & FINAL SPECIALS PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE RE- INSPECT BY S SEPTIC TANK FEE TEMPORARY SERVICE S SEWER S TUB & TOP OUT S SOLAR HEATER S RANGE CONN. S GAS SEWER MOTORS S S FIXTURES e INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING DATE FEE TEMPORARY SERVICE S TUB & TOP OUT S RANGE CONN. H. W. HEATER CONN SEWER MOTORS S FIXTURES SEPTIC TANK S S SOLAR HEATER FIXTURES & FINAL FIXTURES GAS CONTRACTOR Z,, p,. -C,..- , PHONE PERMIT NO. I T V I DATE Z S� c Q FEE 7 �' NEW BLDG. I ALTERATION _4' I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE S H. W. HEATER CONN. S RANGE CONN. H. W. HEATER CONN S MOTORS S FIXTURES S S INSPECTIONS DATE BY RE- INSPECT BY RE - INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL • L ® F' ^ BUILDING INSPECTIONS CONTRACTOR PERMIT NO. NEW BLDG. PLUMBING PERMITS & INSPECTIONS DATE I ALTERATION APPROVAL TO POWER CO. FOR SERVICE DATE I ADDITION PHONE FEE S REPAIRS ELECTRICAL PERMITS & INSPECTIONS BY � NAME 114 (.5 C 1 00T..C- 1.l / / PRESENT ADDRESS //64. AL E. 5'/ 44. T6•CQ LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) // -4 ,i. r. 7 / T eeg. LOT 4.4" e -vs. BLOCK 9 SUBDIVISION �4'4ors Q i e . GENERAL CONTRACTOR Oc.JA mo d. Lie le 47 4o Of 2 ADDRESS PHONE Nb. LICENSE NO. BUILDING PERMIT NO. " S DATE s' /S GO •• O PERMIT FEE S /� BUILDER'S BOND NO. DATE 41J. i/o 1 . ZONE REQUIREMENTS CU. FT. T Va. * 3eoo PLAN CUBE . G000 CU. FT. ., EST. COST S 3....a0 DRAW NGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: Q BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE DATE NEW CONSTRUCTION TYPE C= glib % STORIES a a c ROOF CONSTRUCTION . C. r - o bo . INTERIOR CONSTRUCTION 02 . Q A 4,, _,,t 400. / o c REPAIRS / DESCRIPTION T e / L ? 9 2 Z p f e o n . C 7 C S / i t s 7 F 4 . . . . x - , - ; G..)e. X / C c /J 1 f . DESCRIPTION ALTERATION /J ADDITION 8,...9.e... / 1Je� S d -- `7// 7 0 i // SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SURMITTFO TO VILLAGF COUNCIL REMARKS c CERTIFICATE OF OCCUPANCY NO. L °l l ' � I ISSUED IA ' 1, 4 ' 1 BY %` 1(� TO d-c,b�-L�� O - °�'' -a trl d 'i• , DRAW NGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: Q BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE DATE MIAMI SHORES VILLAGE BUILD PER No. BUILDING Yard Spaces Framing PLUMBING Rough Fixtures ELECTRICAL Temporary Service Fixtures ej–JUJ SPECIAL THIS CARD MUST Foundation Roofing BE DISPLAYED ON FRONT OF JOB. IN IT Top Out and Tub 44, HA U3C)61 Own CONTRACTORDwN E R• LoE4�Qf�� Subdivision WATrRL E • Address 118 � • F Q�� NOTICE: All Sub-Contractors Must Obtain LICENSES and PERMITS Before Work is Started. Final Service Pool —F No Work on Sunday. No Work Before 7:30 A.M. o Night ork. Tie Beam Slab Septic Tank Rough V Sidewalks and Clean -Up � ; Liu G I v �wa is Notice to Buider — Protect This Cakl and Return To Building Department For Certificate of Occupancy BROWER PRESS MAW