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SHUTTERSMiami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /22/2004 Applicant: ANN Owner: HUGHES JOB ADDRESS: 1245 Contractor Local Phone: Parcel # 1132050100040 Signed: NE 94 Legal Description: MIAMI SHORES BAY VIEW PB 40 -16 LOT 4 & 5 LOT SIZE IRREGULAR OR Fees: FEE2004 -10434 FEE2004 -10435 FEE2004 -10436 FEE2004 -10437 FEE2004 -10438 FEE2004 -10439 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $5.00 $0.20 $2.50 $15.00 $123.30 Total Fees: $123.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/20/2005 Construction Value: $400.00 Work: SHUTTERS (INSPECTOR) Building Permit Permit Number: BP2004 -1399 HUGHES ANN ST Contractor's Address: Page 1 of 1 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: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle Owner's Name (Fee Simple Titleho s e Owner's Address / .Vfl ..- City / .p/fz 3 Q� of State / Tenant/Lessee Name Phone # Job Address (where the work is being done) /,2 e 7 City Miami Shores Village County Miami -Dade Zip 3 3/38 Is Building Historically Designated YES NO Contractor's Company Name / 1 il & Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable), ' /Gc ‘..-/-7P�� Phone #. $ Value of Work For this Permit Type of Work: Uddition ❑Alteration :New ❑ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Code Enforcement $ Total Fee Now Due $ /3 (Continued on opposite side) Miami Shores Village Building D- 4 ent 10050 N.E.2 I - + t? Mimi Shores, Fl a rida 33138 Tel: (31.) 204 Fall (p k756. • 972 r Notary $ / Training/Education Fee 5 Scanning $ / Radon $ uilding Electrical b•T• Structural Plan Review. 5 Zip Permit No. 13R 0 1 -' Master Permit No /P.,200 y- S ' Plumbing Mechanical Roofing Phone # 3 7J - 9d 6 / 3,J/ r E Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ /a CCF $ V CO /CC ©t Technology Fee $ A g Zoning Bond 5 �' 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. 1. understand that a separate pennit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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. The foregoin day o who NOTARY P Si Print: My Commission Expi • s: APPLICATION APPROVED BY: Chc 05/13/03 Owner or Agent instrument was acknowledged before me this is personally known 10 who has produced s identification and who did take an oath. 1• 1 � . Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 who is personally known to me or who has produced as identification and who did take an oath. tIAY P4 6 CommiNg}p. #DD323870 •, ' Pte; Expires:May 26, a oiii T m `*,• -'' Atlantic ndit g My Commission Expires: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***** * ** * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE .STATEMENT I A j A b, 4 being the legal property owner, for the property Located at: / a (5 i q V m,;4#1,- c � prey PL 3 3/3 P 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 a brk 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 $25,000.00 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 ( ) Was acknowledged before me this By Produced VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT initial of reviewing clerk. Tlie foregoing instrument to me or who has as identification and who did take an oath. Ginny H. Gonell Comm #DD323870 Expires: May 26, 2008 145626onding Co., BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville, Florida 32218 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 SCOPE: This NOA is being issued under,the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the 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: 0.0356" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 96- 20GA01, titled " Southeastern Metals Manufacturing Co., Inc. 20 Gauge Galvanized Storm Panel System ", sheets 1 and 2 of 2, prepared by Southeastern Metals Manufacturing Co., Inc., dated October 17, 1997, last revision #2 dated October 10, 2002 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 panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 re ' uestof ; : :.siding Official. This NOA revises & renews NOA # 99 -0318.03 : ' v` z" p ; ° & approval document mentioned above. The submitted documentation was reviewed by H NOA No 02-0809.02 Expiration Date: 10/10/2007 Approval Date: 11/21 /2002 Page 1 13f Existing Structure Class or Door • Existing Structure ( n • T —J ;• �� 1 "x1/4'/20 Hex Heod Bolt ANGI F To Y 1111 DrTAlt 1/4'x2' Elco Pond Mote Masonry Bolt w/1 1/4' Colt'. Washer & Woshered Winged Nul Steel 1/4'X1' Spring Nut Sidewalk Bolt 1'x1/4720 Root Calk -in Anchor O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM) N.T.S 1/4'0 Wood Log Screw 1 1/2" Min. Embedment Steel Spring Nut .-�— 1 "x1/4'/20 Wood Bushing w /1"x1/4" /20 Hex Heod Bolt Existing Structure Existing 4 Structure 1 /4'x1' Sidewalk Bolt PANFI 10 ANC 1 F DFTAII Wood Framing Gloss or Door 1'x4'x0.12S' or 2'x4'x0.125' Alum. Tube or 2 "x4' P.T. Wood for Stud Framing 0 16' o.c. & 2 "x6' P.T. Wood Stud Framing 0 24' o.c. 1'x1/4'/20 Hex Heod Bolt 1'x1/4720 Rawl Colk -in Anchor - Steel Spring Nut 1 /4 "Xt" Sidewalk Bolt -\ 1'x1/4720 Rowt 1 Calk -in Anchor - ANGLE TO WA1 1 of TAIL �► © HEADER / STUDDED ANGLE N.T.S 1/4"o Screx Embe 2 1/4'4 Screw 0 w/1 3/ in Cente •THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PAN WALL MOUNT SECTION ( ©STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAME) N.T.S N. r 1 7/8' 1 1 1 7/8 ---i (TYP) 0 TYPICAL 20 GA GALVANIZED PANEL POSITIVE = +55 NEGATIVE = - 71.5 1 1.473' -1 1 15.575' 13' COVERAGE .230' I --6 1/2' 4 5/8' 0.114 R 4 429' 0 0 (4 0 I 090 R 1-1 7 /8' 3 1/4' --- .250' X .500' S/S CUNCH STUD J 0 STUD ANGLE 5/8' HOLE (TYP) O ALUMINUM HEADER CHANNEL DETAIL GENERAL NOTES 1. THIS SHUTTER IS DESIGNED IN ACCORDANCE VON r FLORIDA Buti.DING CODE. 2001 EDITION. 2. POSITIVE A440 NEGATIVE DESIGN PRESSURE CALCIJLATICr4S SFHA`L. EE PERI IN ACCORDANCE W1H ASC 7 - '44INIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE AM 20 GAUGE GALVANIZED (0.03561 CONFORMING TO AS114 A653 STRUCIRUAL GRADE 37 NINA NM. Fy - 37KSI. ALUMINUM EXTRUSIONS SHALL 8E 6063 -T6. U.O.N. 4. PRODUCT MARKINGS SMALL BE WHIN 12' OF ONE 040 OF THE PANEL WITH MIN. OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: SOUTHEASTERN METALS MANUFACTURING CO.. INC. JACKSONVILLE. FLORIDA MIAMI DADE COUNTY- PRODUCT CONTROL APPROVED S. TO MEET METRO -OADE HURRICANE CODE. REINFORCED PANELS WITH 511701 BOLTS AND SPRING NUTS AT MID -SPAN SECURED AT EVERY LAP JOINT. 6. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL W114 A MIMMUM Fy . 33 KS. 7. uA1ERAL SPECIFICATIONS NOTED HEREIN ARE THE MM(UFACTURE'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 6. TOP & BOTTOM DETAILS SHOWN MAY 8E INTERCHANGED AS FIELD CONOIT1ONS INDICATE. PANELS MAY BE u0UN1ED HOR1210N7ALLY WHERE APPLICABLE. 4.00 9. THE DETAILS A)40 SPECIFICATIONS SHOWN HEREIN REPRESENT THE PROOUCTS PROPOSED FOR IMPACT. CYCLIC AND UNIFORu STATIC AIR PRESSURE TEST1t4C IN ACCORDANCE WTH DADE COUNTY PROTOCOLS 86' SILL PA 201. 202. ARO 203. DESIGN tS BASED ON CTC TEST REPORT NO. t0. MAXIMUM ALLOWABLE DESIGN LOAD: 2.50'- 44" SILL 1 2.00 " -1 56' SILL 1.375' REF. 0 0 0 N 0 1 .125" -- 4/4' • 1/2' OAK CALIC •44 ANONOR SEWED N MASd Y LIMIT • 0 • 0 • 0 J 86" SILL 250 X .500" S/S CUNCH STUD 0 • 0 68" SILI 7/8" x (TYPICA t /4 SIDEWALK 80L 0.1: -L_ I ' 1.000- NI I.-- 2. ®PATIO SILL DETAIL ' -- 1 • • 0 • 0 { 0 • T 6.504 6.50 6.50"-■ 6 ANCHORS )-- 13.00" --- 13.00 -+- 1 0 • 0 0 • + 6.50 6.50 6.50"+ 6.50 8 ANCHORI 1.50• -i 1~ 13.00 - --+M- 13.00 --�- 68' SILL 0 • 0 0 0 6.50'4 6.50 "+ 6.50 6.50'4 10 13.00 --4- 13.00 - -+- 1 121 3 0 • 11- 6.50'+ 6.50 - + 6.50 6.5C STL ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) si ft! C A.01011 TYPE •DWC Ut ��TM 6.5 6.5 • 13 b.s I • 1 -1 1'51 /4720 8000 BUSHING 1/4•01720 K5 11C00 0011 S5 atus 1/4' • 8000 LAC 1111 1 I/r YRI. OdBEDMNIT 1 /4'Xr 0000 PANLL 4ATE NASC•411T 0011 WIN 1 1/4• CALV. WA9•01 t wASHOMO IMMO NUT 34 3.3111111111111> 1'51/4720 8000 BUSHING 1/4 51 GMT i llMann ANCHOR SCHEDULE (MIN. 2 EDGE DISTANCE) TAS1CKN SPAOK ON1 055iI N SIRUCTURC � TYPE i 1/4'• RAM. CAUL -M ANCHOR & 1/4'51 310E•AX BOLT (3/4' • •C•a) OMMIC:)0 1/4'52' CONCIEIE 0612 NAl 1111144 A00401 ^" 13 6.5 6.5 13 13 I/4'52 1/4' TAP ON MTN HEX KAI SCREW • 141)4 1 1/r 101. [48(0140/1 �p 1/4- Kr 0.00 Paull NATE l MATE NA506RY BOLT MM 1 1/4 CAM. W491CR t WA94ORRD MO4ED NUT 4 1:311.111.1> 1/4'• RA1IL CAX -M ANOIOR • 1/4 S10LMM C BOLT (3/4' • KAO) I IMMOn 1.E TAIL NT SYSTEM Lo9 AAin. Lon .c. L trotior uds Existing Structure Existing Structure Gloss or Door > 1. A • AN(;r F TO WAt 1 r)FTAII 1/4'x1 1/2 Concrete Drive Noi w/ Exponsion Anchor Steel Spring Nut 1/4'x1' Sidewalk Bolt 1/4'x2 1/4' Topcon w/Hex Heod Screw) I. I PANFI TO ANM F t)TTAit O STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N. T.S CloSTWG STRIICIURC •• NC1,Ow SAM ANCHOR SCHEDULE (MIN. 2' EDGE OISTAN AN0•01 T1PC I/4'1 RAK CALK -61 4N01OR & 1/41C1' 00(WAIK KO (3/4• • HEAD) 1/4'52 1/4• TM co. sum K5 Kb SCREW 111114 1 1/2' 101. 13.46:D1/ENT 1/4'• RAM& CAUL -64 ANCHOR & I /e'tr SOEwAUC 00.7 (3/4' • KA)) Olm• OD 1/4 0.00 PANG MATE ■450407 BOIL MM 1 l/4• CALV. WASHER It &ASPIRED MOO) MIT CE ASWJ JI SPAOIK' (6N) 13 6.5 13 13' •NOT AVARA811 f0R 66' PANG. 1016114 oar. ••H10T AVA5A811 fOR 66 PANEL U]1CI1S roR .12E0w MO( oar . roc 13 0.C. SPAONC PRODUCT REVISED as complying witb the Florida Boding Code 11 Ezpi lion Date 0 C I- 0 7. 11 Acceptance No 0 — 0 o7 By I ar/ • Mimi Mii Da .1i � .. uct Control Division /0#0.2- ■Rox1 R/1 113" we. epeclos. Added 11■1610666 to teaoro. y w oes kVA 47;. ::I; !Y. 2 of 2 J r� a" IttoklC.d.. .� ,„/,10/01 L °"y.• Tony -lo Ands t/r1 Ned A•A•w to • CrY-b ® ww 7) •r v.•. » 1. As M3 • a •••.• o,.• a.r Kowtow a/rM i • - -i.— 13.00' --II • • 0 0 • I • 6. =43'+ 6.50 "+I HEADER CHANNEL LAYOUT 'einforced panels with stitch bolt nd spring nut of mid —span secure t coch lop joint with woshered wing nut. HOLE LEGEND • 7/16'0 THRU HOLE • CUNCH STUD — — 13.00' — — 13.00"—H __ 0 0 0 0 • • t, 6.50'+ 6.50'+ 6.50' 5 4 )' • - -+,. -- 13.00' 13.00 " --+— 13.00" —+l • 0 0• 0 0 • 0 0 • I » 6.50 6.50'+ 6.50'+ 6.50'+ 6.50'+ 6.50' 12 ANCHORS 1CLE SILL LAYOUT 44" 56" I'RO:3117T REVISED ::c complying wilt 16c Florida Voiding Code Acccpl a nce No 0 2 � 0 : 0 •O Z Eapiratio Dale 0 0 007 fly Miami • DI, Won Product Coottoi d ro 0 • V ) O o t\ i d c a ca co U c 8 Ot ro 0 61- ai „ /0424 50UIKA51Ei:N•MEf?.5 MFG. CO. NC. 20 OWE GN-VMAIEV 5f&0A VMLL 5151EM I 1 OF 2 /1 Date Name of Building Official Name ofMunicipality Address City, State, Zip Re: Aluminum Storm Panel System Dear Sir: Following job: Sincerely, Name of Owner Jobsite Address Authorized Signature from Notice ofAcceptance Holder TIM SELF, Vice President / CFO Print Name and Title JIM HORTON, Design and Development Engineering Director ® GIBRALTAR Appleton Supply Co., Inc. Appleton, WI Building Products 800 - 558 -3414 Dot Metal Products San Antonio, TX 800 -331 -9966 Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive • P.O. Box 26347 Jacksonville, Florida 32218 1 (800) 874 -0335 • (904) 757 -4200 We are the authorized distributor of the Dade County Notice ofAcceptance Holder for ALUMINUM STORM PANEL SYSTEM under the NOA. NO. 01-0718.15. This Letter authorized to use our system. Milcor , Southeastem Metals Weather Guard Lima, OH Jacksonville, FL Denver, CO 888- 861 -6452 800- 874 -0335 800- 999 -6240 Solar Group, Inc. USP Lumber Connectors Taylorsville, MS Montgomery, MN 800 -647 -7063 800 - 328 -5934 MIAMFDADE i3UILDINC CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Sccurity Windows & Doors, Inc. 5100 NW 72' Avenue Miami, F133166 SCOPE: This NOA is being issued under the applicable rules and regulations governing thc use of construction materials. The documentation submitted has bccn reviewed by Miami -Dade County Product Control Division and accepted by thc Board of Rules and Appeals (BORA) to be used in Miami Dadc County and other areas where allowed by thc Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration datc statcd below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dadc County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in thc accepted manner, thc manufacturer will incur thc expense of such testing and thc AHJ may immediately revoke, modify, or suspend thc use of such product or material within their jurisdiction. BORA reserves thc right to revoke this acceptance, if it is determined by Miami-Dadc County Product Control Division that this product or material fails to meet the requirements of the applicable building codc. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of thc Florida Building Code. DESCRIPTION: Series "2100" Aluminum Single Iiung Window APPROVAL DOCUMENT: Drawing No. W99 4S, titled "Series 2100 AIum.Singlc Hung Window", sheets 1 through 3, prepared, signed and scaled by Humayoun Farooq, P.C., dated 6 /10/02, bearing thc Miami -Dade County Product Control Revision stamp with thc Notice of Acceptance number and expiration date by the Miami - Dadc County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's namc or logo, city, state and following statement: "Miami -Dadc County Product Control Approved ".tinlcss otherwise notcd herein. RENEWAL of this NOA shall be considered aficr a renewal application has been tiled and there has been no change in thc applicable building codc 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 thc expiration date may be displayed in advertising Iite urc a, „n of thc NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be and shall be available for inspection at the job site at This NOA renews and revises NOA 11 99- 0712.05 mentioned above. The submitted documentation was reviewed by Ra F ,. MiAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S y the manufacturer or its distributors ilding Official. I as well as approval document NOA No 0' -0612.0 -I Expiration Date: July 11, 2007 Approval Date: July 18, 2002 Page 1 6' MAX. T:'P. CEN"ER ANC. :R 0 HEAD k SILL REDO. CM *34= 01 0'.ER 2E -1/2' TYPICAL FLC_1/ATIC!•:5 TESTED UNITS J ( NOTES; 1. TNIS FRoDuCC 6 DEIGNED TO CCMPLT w^N i8E roON vP-OCTF $ RCANE ZONE OF THE 2301 FLCRCA S.7C.ING COX. • ALSO FCR e1%3 LCACS As PER A a 7 LSnJG CCRRESPON3IwG LCA.^S. 2. *000 SUCKS BY OTHERS. ml'ST SE ANCHORED PRCPERLT TO TRAtiS.T_R LCA:S TO '4E STa:ICT6RE. 3. ANCHCRS S -ALL SE AS S'ED. SPACED AS View* ON 0CAILS. ANCHCR E1•E1CMENT TO SASE MATERIAL SHALL eE EE• WALL CRESSIVL CR STLICCC. VINDOHS TO BE PROTECTED WITH I DADE COUNTY APPROVED IMPACT RESISTANT SHUTTEP.S E'{r. 6R. 'u e,A:OW$ FA;OOC 6 F: RU j S t _e7 03 1i8' MAX. to NDCW BOTH A9 5/8' MAX. C.L CPG. (FAO) 37:6' AsN. /'E!'P. sL.SS A8 `/'6' IKAX. D.L _PG. ;.tNT) SD 1/ MAX. VEST wtL'rl 1 I t! 6' Aux. Appfo as came,iagwh2 the Ftwida9 'dio; OAR Date Uulyr I! ;N NOM Al a & It. Cf Di Matt Link Prodte}�cat %•r 'e-r M ii:•41 dre. ir.g no. W99 -48 sreet 1 of S •ESIGN 1.2.0 CAPACITY - PSF w1NDCw DIMS. 1 :3 • 26- 27' •9.71. r 50-5, r 27' • 'I) 52- • ' 3" 57 53' :5) • 25-•/2" : /4• 27' 1 • '6) SERIES-2100 AWZNIM SINGLE HUNG 1r,NDC (1 CVER 1) 3/ : 5"-TEMP. GLASS rss ANN. GLASS 1 3/:5"..AN2'. GLASS ExT :-: :-: 1 EXT. (-) 1 :NT. C 62 3 1 1 2 50.0 1 125.0 62.3 7E. 1 52.0 1 125.0 532 75.4 1 52.3 1) 125.0 52.0 • 1 00.1 623 75.4 1 MD 1 125.0 5 1 122.3 623 55.• 55.7 1 52.3 1 57.6 1 Te e 1 61.0 623 71. 1 2:.3 1 725.0 52 3 .9 1 12.0 1 125.0 52; s:.; 1 12.0 1 55.6 x • j 1 1 6:.6 523 1.4 1. 12.3 1 125.0 . • 622 55 1 62.0 1 :mg x 1 714 1 75.4 x 1 5 1 62 2 '2 5 50.0 1 725.3 e: • s: • :::•0 1 ..04.2 X 1 T2.2 72.2 49.1 1 49.1. 5; ! 1; 1 1 52.0 1 125.0 1 53.0 I 1 65.2 1 IAA 1 6t.4 x 1 •5.6 1 •6.6 D.T. 1-) 1 :NT. 50.0 1 210.3 50.0 1 "50.5 50.0 1 125.3 53.3 1 50.1 50.0 1 les.s 50.3 1 7222 50.2 1 57.5 76.3 1 51.3 50.0 1 2:0.3 50.3 1 :54 50.0 1 7 2•.1 62.5 1 52.6 50.0 1 15C.2 50.0 1 i37.3 5.5.3 1 se.3 57.9 1 57.9 50.3 1 172.1 90.3 1 :'2 • 50.0 1 25.0 5 5 1 5•.5 50.0 1 175.2 50.0 1 1725.5 50.0 1 5C.5 50.3 1 52.2 -• " 72 . < rt • • 4 .a :4 Px.;.C•7-ES:S :%212. 2: :r •.9 nu. FS•x•ED CLA7.:::0 Kap 2S3-4 2.:45 5 52• ‘02:::-E•3 5555 1 .0LAZING OPTIONS COU. FCRVOD sz..;:s4 V G:AZ:NG BEAD 3 ANN. GLASS 346 7Ese. E0:0NG 023.6 r S2msTE toCRE.-0.41 5555 1 0 EL • 53 1/5 MAX. 4'.'4304 m0714 •9 5/8' 144X. 0.1. CPG. (r.xE:) • i t '5 IP5 v.Ax. L. C=G. (14■41) 50 ve W1.711 -PART NUMBER !: 050-00-367 . .•050 -00 -m 050- 00-366 050 060-00 -492 051 -00 -160 050- 00-119 012- 00-e32 .030 -00 -000 047 -00 -006 050- 00-000 007 -10-016 004- 00-003 046 - 00-002 046- 16-005 wV --8102 • wV -2205 046- 16-030 QUA`ITIT7 DESCRIPTION WATER= — 2. JAMB 6063-70 6063 -T6 1 56.E 6063 -76 1 VENT TOP 6063 -TO 1 ester BOTTOM 6063 -TO 2 1 AS REOO. AS RE00. 4 AS REOO. ACRYLIC BASED G1A2111G COMPOUND 2 SWEEP LOCK 0 7' FROM ENDS ZAWK AS REGO. ROLL FORMED SCREEN FRAME AS REOD. f63ERCIA55 SCREEN MESH AS RECD. AS REDO. 1/ JAMB 2 AS RECO. MELTING RA. 6063 -T5 VENT DOE 6063 -16 FRAME ASSEMBLY SCREW VERT ASSEMBLY SCREW WOOLPILE VENT SIDE SCREEN ME91 ROLL VINYL BULB WEATHERSTRIPPING FLAP SILL BLOCK AND TACKLE BALANCE CLOSED CELL FOAM PAD ROLL FORMED GLAZING BEAD x.N>risuPlIEVREsum AMMO ALUWX TIFTON MIAMI( TIFTON TBYON e X 3/4' 516 1 6X1 . sus AMESBURY SCHNEE MOREHEAD 5556 MARBOLLO I NTL OPTIOPUL WIBORG WIBORG WINDOW COMPONENTS 11/211/4' AT ELCN CORNER ALUMINUM Ao ItAIERIAIB LIST EXTERIOR WINDOW WM VENT WIDTH TYPICAL MOORS _ SEE CHART FOR SPACING 1/4' DOA MAX. L. v•• a [ z T O E a 2 R NM. a 2 O V1 � U ^ g air; �'� o o a f 1 aEgei N `g S As 5 co V1 t to �tff� F Env. OR. ►IiMAJEAJN FARO00 SIRUCTURES RA PE 16557 ApIu O .! as a mplylei *kb the Florida BeAktCade Bate 10 1 LL NOAr_Iia MISIai Bade Ceded Diction By 1 1 b 1 Crowing no. W99 -48 sheet 2 of 3 TYPCAL ANCHORS SEE ELEV. FOR SPA1NG 1 1/2" T EACH 010 OF SCREEN REU19NN1: LEG • . 4. 1/8' SH&I AT rMtx.rARNFROF SCREEN 3 TYPICAL ANCHORS SEE EEV. FOR SPACING W000 BUCKS NOT BY TRACO SECURITY WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: 3/16 TAPCONS (BY ELCO) OR EOUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE INTO 28Y W000 BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1 BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANT; ALL FRAME AND VENT CORNERS. AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SEALANT. FIXED MEETING RAIL AT ENDS SEALED WITH GE SIUCONE. ITEM 110. 1 2 3 4 s 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 22 • •1 YENT TOP CORNER VENT BOTTOM CORNER Engr OR FAR000 STRUCTUR RA. PE j 16557 Applotre. n cmplyLj*lib the Eland/ 8c:dip;Gde One idty t S. £4 t NOM/ • 7- .40 %1. e y Miami D$de Coastal Oi�is . 1 t7 O o d n ga§ am 4- o � U Z ng O ° CZ inadI 1E:4 t 8 1 t 4_1 droving no. W99 -48 (sheet 3 of 3 2.177 T1 .062 i 1.199 l 1000 L FRAME HFAO Mf FTING RAIL 1.187 r -m9- 1 1 1.637 .062 .11.- VFNT TOP RAIL 1.623 r 62 1.833 L � F- .938 -I VFNT BOTTOM RAIL SASH SIOF RAI1 L_1373■ FRAME JAMB FRAME TOP CORNER FRAME BOTTOM CORNER MIAMI+ At7E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Clopay Building Products Co. 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or .suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building axle. 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 18' Wide. APPROVAL DOCUMENT: Drawing No. 102621, titled "Clopay M/N 84A, 94 & 1194, Ideal M/N 4RST & H4ST, Holmes M/N 48 ", dated 06/17/02 with last revision on 01/13/03, sheets 1 of 1, prepared by Clopay Building Products Company, sided and sealed by M. W. Westerfield, 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 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 shall 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 34,300 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 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No 02- 1115.05 tion Date: February 13, 2008 al Date: February 13, 2003 Page 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Co. 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the 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 18' Wide. APPROVAL DOCUMENT: Drawing No. 102621, titled "Clopay M/N 84A, 94 & H94, Ideal M/N 4RST & H4ST, Holmes M/N 48 ", dated 06/17/02 with last revision on 01/13/03, sheets 1 of 1, prepared by Clopay Building Products Company, signed and sealed by M. W. Westerfield, 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 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 shall 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 34,300 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 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. 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 02- 1115.05 tion Date: February 13, 2008 al Date: February 13, 2003 Page 1 Clopay 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 "Clopay M/N 84A, 94 & 1194, Ideal M/N 4RST & H4ST; Holmes M/N48 ", drawing No. 102621, dated 06/17/02, with latest revision on 01/13/03, sheets 1 of 1, signed and sealed by M. W. Westerfield, PE. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA 203 and Uniform Static Air Pressure Test per PA 202 on a 18' -2' x 8' door model 94, prepared by American Test Lab of South Florida, report No. ATL 0924.02 -02, dated 10/29/02, signed and sealed by W. Mehner, PE. 2. Addendum No. ATL 02055 to test report No. 0924.02 -02, prepared by American Test Lab of South Florida dated 12/30 /02, signed and sealed by W. R. Mehner PE. C. CALCULATIONS 1. Fastener attachment calculations prepared by M. W. Westerfield, sheets 1 & 2 signed and sealed by M. W. Westerfield, PE. on 11/12/02. D. MATERIAL CERTIFICATIONS 1. Tensile test report No. 2JM -1181 per ASTM E8, prepared by Q. C. Metallurgical, Inc, dated 10/23/02, signed and sealed by F. Grate, PE. 2. Salt Spray Exposure test report No. 9EM- 1144,per ASTM D1654 & ASTM B117, prepared by Q. C. Metallurgical Inc, dated 08/03/99, signed and sealed by F. Grate, PE. E. STATEMENTS 1. Code Compliance letter issued by Clopay Building Products Co. on 11/19/02, signed and sealed by M. W. Westerfield, PE. 2. No financial interest letter prepared & signed by Mark Westerfield and notarized by L. C. Schaffner on 11/19/02. 3. Test compliance letter issued by American Test Lab of South Florida. on 10/29/02 signed and sealed by by W. R Mehner, PE. E -1 Candido F. Font, PE. Product Control Division NOA No 02- 1115.05 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 000R NUMBER OF HEIGHT SECTIONS ° i1111'l.y' ill 411771.1(7 11•YAieiPbAt• (;LUPAY MUUEI S 1I4A. 94. H94 IDEAL MODELS 4RST. H4ST 1 MODELS 44 ON! 20 GL � w LTE10EEI1 G10I1 �� A N 700 -L�DC G F.:r7Fii::lrr :f.1,,. , L LOG110N 0► OPTICAL Ikea__ A OPTIONAL OUTSIDE KEYED LOCK WWI OWL MG 120 AWL MDTN 1B' 2' 2 -1/2' NN� �� S /B• (rm.) 10 0*. C -CANNEL 10 Gl NM STEEL SSP LAP JOINTS, `MN D �A ATTACH PLATES AT THESE LOCATIONS ON EACH SECTION OF THE DOOR SEE VILV E r TAIL x 20 GA GAW. REEL U-BARS. ONE U-B• AT THE TOP OF EACH SECTION WRN ONE AD0IONA. U -BMA AT THE BOTTOM OF THE SCREWS ATTA0 4 WITH TYG 86 1 4'x3 /4' 1 TAPPING PER aYrillge<ET � SHUT OtrOrgk TO TOP _ MARL (2 1/4 *1/2 4ND NUTS PER BR10501. 8"4-1/4•1112 GA. GALV. STEEL PULE 108E PO 0- 04401EL SEE %00 E . AWMNUM EXTRUSION a VINYL WEATHERSTRIP. •S1'110N A -A !SHOE KIWI 18 OA PARTED ENO) SUM ATTACHED TO 00074 81004 WITH PATENED 700 -1 -10C SYSTEY (TOP, BOTTOM a CENER). 78 04. 081V. 00887E �D 51109 ATTAd4D TO TOP AND BOTTOM RML *RH PATENTED 100 -4.-LOC wool. (� ;ia BRACKET USED FOR BOTTOM DOUBLE 040 810E r 0-CH MR1. THE LOCATIONS NIXED MOVE ATTACH 1740888"50 -- )1 11//41TR/4' N1222 OIL 5400E ABOVE BFLr r M SCREWS. ' ' 411! J_ ■ 14 GIL D G r A ;E V. F ROLLER HINOE AND 2) 1745574 TAPPING SCREWS. M 1 / a 18 0.V' TALL C-CHANNEL 4!L P DOOR EVCRON. 10048 C MAIM' 1 1 4w 4 1 1 -1/ WIDE 14N. x I6 GA GALV. STRAP. t'1 12 GA BOTTOM BRACKET FASTEN otni 0 (_1010 111115 1 5C REW9 � SCREW TO fEL401EL). 40\ )L 29E" BELT TAPFNO SCREWS • SUPPOR@IO STRUCTURAL URAL S1 85 DESIGNED BY A BIND D PR 401444 ON ON WORM DRAWING. FOR 24 WOOD JANE BEE '.1415 PrOINRAT10N NOR AB04 1" 0006 OVERLAP. (EACH SOO 1 -5/6' x 2 -3/8" MN. x .080 TAPERED ANGLE SEE LAO BOLT MOUNNIO AT 14AC% CONFIC0RAITON . 101' HOCK 3' GALV. STEEL 1RACN FASTENED TO TAPERED ANGLE TRACK A 10 TOWERED ANGLE *0114 ONE 1 4w 8 BOLT a NUT AT EACH . DESIGN LOADS: +42.0 P.S.F. & -48.0 P.S.F. ( #14x1/0• SKEET (0151 SCREWS 0 A A - 2I 1 /4tiJ/l' ar 1.1.115...1291.19901:8 MWIq S8 B 3r TABLE 1 • SECTION ARE EREOR 18' OR 21" 14104 P6281361X62 OF .840.4 ILO °114239. Clepay Building Products 174 8A IN77 N7NOF NQW ti'• STOP MOULDING BY DOOR INSTALLER (TO SUIT) 1B CA. CALV. 8I®. PANTED ENO BOLE 20 GA. CALV. STEEL TINIER. 810E 74 Y. STEEL _) • f 4 M END HINGE r DN. 8-1/2' LONG 8101 BALL BEARING STEEL ROl1EN. y9� JAMB TO SUPPORTING STRUCTURE ATTACHMENT I) ALL DE LOAD FROM THE DOOR 13 N��� TO ITIE 7E9CK MO 11024 FROM 101E TRACK NN TO E TA VERTICAL YELLOW PIHE (HOP) J41W BETTER) JAl18B. NO LOW FROM 101E DOOR IS TRANSFERRED TO TIC HORIZONTAL 2) AL JAMB FASTENERS MAT BE (Rif NOT REONRCD) OOIRTOt0MNK 10 PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDING STUD �WALLS 071 DOOM OP 6N0 WALL BE FRAMED 8p / p ip BT NOT NESS TIWL tiler ,HAN P�9 *0(0*9. B 1 41 2 OR wTR859 sw (F A BTRE9B STUD WALLS TO BE CONTINUOUS FROM F001740 TO TE BEANS. C -90 BLOCK WALL. 2.000 OR 3.000 PSI MIN.CONCRFTF as W000 1446 DM. BE ANCNNED TO Gips: REWORCED BLOCK WALL on 004000E 0017)AR4 BLOCK WALL CELLS SHALL Et HUED wIH CONCRETE NO REINFORCED WON RONF0R0NO BARS 000°200 9410 THE FOOIBG AND INTO RE BEAMS. ALL BARS SHALL BE 0000EI0009 FROM TIE TM BEAMS TO EGGING PER BLOCK WALL OR COMM COWIN. BLOCK WALLS AND CONCRETE COMM TO BE DESIGINE0 BY THE BUE0040 ENONEER OR MC4RLC1 OF RE Ot % WU. 0.5. • NIC1 g IN3f ILID A'T LEASE AS GGN TLS THE D0 OPTS IMO TOO T ON CENTER 06TANCE. I- ANCHORS CAN BE WALLED DIRECTLY THROUGH TAPERED KRACK ANGLE N LIEU OF 3/6 x 1-5/8 LAO SCREWS tivi 0*. b xLNa R�.J ac0:0 rsax0IW A 1■0-01CC 14051014TAL TRAM SUPPORT BY 0008 NBTALLER (T0 SUM 1 CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON, OH 43040 (513) 770 -4800 a1x 1 ) 1 /13/L213 18 OA CALV. 0m DOUBLE L:_ tl 1IATA D 08 PU90A H T 16 OA. pAL�yp N MUM SNAIT. EALTN I - ' 7: l.: 191 .1. LE rf r::�ErLWW11F�t15rtSlT!rT1T^.E7. : "r^; i7`r4 :.^. IVT :11rAFE � 7.^;a1H� r1E. :21c'. AILi.:I`:L1el•Vtififi4LZ1LRI _:1+•71711414••::1 ti9 :::414111LSB:[' ::1fari:*CJ:I1±• i41:��L2 :1.14 L1,. .• ■ +.•;I r41>1ri41:EARYaIt541 J +•)• 14 - •�1::!'•1 ".r �:•i�'L�: :14d!..B:!1 %•1:1.1 ;4::14 E::• }�14:=�1►rYCEfi4 fi :i47ECE7i' /X M•1:7 it• ::i± r7 •%.ICIN %:::EN1Ly[E1[tarrii4:1:1 +aa "10010411 V..51): E•1 ti1.:•14 F. 112 :•1X1111:10 ?ti01.1414 ISU.NIElfYa 041411.1f: mamma i1•:�1C:::e� �la�lTt•1, iE)IMMIlll<S31 lG1LRin:- V li741.1:::.:!1 BUBDN0 TYPE FASTENER TYPE M401J1RA • ON CENTER DISTANCE STEEL BOWEN WASHERS L1D NONE A•1 8/17/02 BOW D0 =m111 MWW J' 0AV. TOOTED STEEL TRICK AND ANOLE. TRACK THICKNEffi:.wr. ANGLE 1)41004059: 080' .30411ON. MO 1 4 BOLTS 10 NUTS FOR TRACK. AOORGMAL MOUNTING SLOTS REQUIRED FOR DOORS OVER ?Cr HIGH SPICED AT 12' CENTERS. -1r ON cones TRACK CONFIGURATION NOUN 61 5 LOCAI01 NUT AT EACH 3 -1/2" ONE 5/10 . 1 4/8' LAG SCREW BRACED AT 101E SINE 5S7ANCF9 AS 1140 TRW BOLES (LE. 3-1/2". 10'. 22 34% 48 ETC.). =MORAL LA0 SUMO LOCATED AT t8 213'. a 40' FROM 807109. ALSO 1110 ��AL TRACK JLNCGN. rum rya nLl1 awd RJK 14' MAXIMUM BPACOG - 191011 LAST MOUNTING BLOT TO TRACK JU/4CIWV Ax azo 18'2"W x 12'0 "H 0ER104 19034NEA1 NARK W. WE810l1ELD. P.E. FLORIDA IEOSRA110I No. 48405 " CLOPAY 8/44 84A. 94 & 1494 IDEAL M/44 4RST & H4ST: HOLMES !IN 48 B I MMO WWI 102821 ;� PROPOSED ADDITION FOR HUGHES RESIDENCE AT 1245 NE 94TH STREET. AT WHAM! SHORES .FLORI• Michael Alimba P.E. 59 Rational Analysis and Engineering Design Calculations Florida Buliding code 2001 Requirements Zere- //AK/WOINIMmw.. 0571' RATIONAL ANALYSIS AND ENGINEERING DESIGN CALCULATIONS PROPOSED ADDITION FOR HUGHES RESIDENCE AT 1245 NE 94 STREET AT MIAMI SHORES ,FLORIDA. • FLORIDA BUILDING CODE, 2001 EDITION. • ACI 318 -2002- BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. • WIND ANALYSIS PER ASCE -7 -98 . • WALL SYSTEM - ENGINEERED UNIT MASONRY • STEEL DESIGN PER AISC 9 EDITION(ASD). • AMERICAN PLYWOOD ASSOCIATION DIAPHRAGM D MANUAL. BMW] ILMEgB • ROOF LIVE LOAD 30 PSF. • ROOF DEAD LOAD 25 PSF. • Qh =39.37 PSF • WIND PRESSURE FOR ZONE 4 — 46.89 PSF. • WIND PRESSURE FOR ZONE 5 — 55.19 PSF. • BASIC WIND SPEED —146 MPH(EXPOSURE C). • EXTERIOR WALL HIGH — 8' -0 • ASSUMED SOIL BEARING CAPACITY 2000 PSF BY VISUAL INSPECTION. • F'c= 3,000 psi for floor slab @ 28 day Compressive Strength of all Concrete. • F'y = 60 ksi New Billet Steel. Concrete Slump for Slab,Footing,Beams and Columns shall not exceed 5 ". Concrete Slump for CMU walls shall not exceed 8" to 11 ". RATIONAL ANALYSIS AND ENGINEERING DESIGN CALCULATIONS ADDITION FOR HUGHES RESIDENCE IMDLCE OCR ©OM4Gft r A.- Development of Wind Loads per ASCE 7 -98 .1 -7 II.- Structural Analysis and Design of Masonry Wall 8 I).- Structural Analysis and Design of footing 9 Gust Factor Category I: Rigid Structures - Simplified Method Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Hurricane Prone Region (V>100 mph) Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc* (33/z) ^0.167 0.2281 Lzm I *(zm /33) ^Epsilon 427.06 ft Q (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9426 0.154 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8948 ft Gust Factor Category III: Flexible or Dynamically Sensitive Structures Vhref V *(5280/3600) 214.13 ft/s Vzm bm *(zm /33) ^Am *Vhref 123.29 ft/s NF1 NatFreq*LzmNzm 3.46 Hz Rn (7.47 *NF1) /(1 +10.302 *NF1) ^1.667 0.0638 Nh 4.6 *NatFreq *HtNzm 0.30 Nb 4.6 *NatFreq *B/Vzm 0.93 Nd 15.4 *NatFreq *DepthNzm 6.37 Rh 1 /Nh- (1 /(2 *Nh ^2) *(1- Exp(- 2 *Nh))) 0.8275 Rb 1 /Nb- (1 /(2 *Nb ^2) *(1- Exp(- 2 *Nb))) 0.5864 Rd 1 /Nd- (1 /(2 *Nd ^2) *(1- Exp(- 2 *Nd))) 0.1447 RR ((1/ Beta) *Rn *Rh *Rb *(0.53 +0.47 *Rd)) ^0.5 1.3610 gg +(2 *LN( 3600 *n1)) ^0.5 +0.577/(2 *LN(3600 *n1)) ^0.5 4.19 Gust3 0. 925 *((1 +1.7 *Izm *(3.4 ^2 *Q ^2 +GG ^2 *RR ^2) ^0.5)/(1 +1.7 *3.4 *Izm)) 1.41 Calculated Parameters Importance Factor 1 1 Hurricane Prone Region (V>100 mph) Table C6-4 Values 9.500 900.0001 Alpha = zg = I II Exposure C At = 0.105 Hz Bt = 1.000 Deg Am = 0.154 Bm = 0.650 ft Cc = 0.200 ft I = 500.00 ft Epsilon = 0.200 ft Zmin = 15.00 ft User Input Data Structure Type Building / mph +✓ Basic Wind Speed (V) 146 Structural Category II Exposure C Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 2 Deg Type of Roof Monoslope Eave Height (Eht) 8.00 ft Ridge Height (RHt) 8.00 ft Mean Roof Height (Ht) 8.00 ft Width Perp. to Wind (B) 25.00 ft Width Parallel to Wind (L) 51.00 ft Dam sin9 Ratio (beta) 0.01 Gust Factor Summary Main Wind -force resisting system: Components and Cladding: Gust Factor Category: I Gust Factor Category: I Gust Factor (G) 0.89 _Gust Factor (G) 0.89 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.32 Flexible Structure No WIND98 v2 -8 Proposed addition for Hughes residence at Miami shores ,FI. Red values should be changed only hrough "Main Menu" Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com 4/19/2004 Page No. 1 of 14 Elev. Kz Kzt Kd qz Pressure (Ib /ft^2) Windward WaII* ft 0.85 Ib /ft^2 +GCpi -GCpi 15 0.85 1.00 0.85 39.37 21.10 35.27 WIND98 v2 -8 Proposed addition for Hughes residence at Miami shores ,FI. 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights (Non - flexible) 4/19/2004 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 2 of 14 Description Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Parallel to 25 ft wall) -0.30 -17.59 -3.41 Leeward Walls (Wind Dir Parallel to 51 ft wall) -0.50 -24.70 -10.53 Side Walls -0.70 -31.75 -17.57 Roof - Normal to Ridge (Theta <10) a -m Dist from Windward Edge: 0 ft to 4 ft -0.90 -38.80 -24.62 Dist from Windward Edge: 4 ft to 8 ft -0.90 -38.80 -24.62 Dist from Windward Edge: 8 ft to 16 ft -0.50 -24.70 -10.53 Dist from Windward Edge: > 16 ft -0.30 -17.66 -3.48 Roof - Parallel to Ridge (All Theta) Dist from Windward Edge: 0 ft to 4 ft -0.90 -38.80 -24.62 Dist from Windward Edge: 4 ft to 8 ft -0.90 -38.80 -24.62 Dist from Windward Edge: 8 ft to 16 ft -0.50 -24.70 -10.53 Dist from Windward Edge: > 16 ft -0.30 -17.66 -3.48 Variable Formula Value Units Kh 2.01 *(15 /zg) ^(2 /Alpha) 0.85 Kht Topographic factor (Fig 6 -2) 1.00 Qh .00256 *(V) ^2 *ImpFac *Kh *Kht *Kd 39.37 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.80 B WIND98 v2 -8 Proposed addition for Hughes residence at Miami shores ,FI. Figure 6 -3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems I L Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 * Horizontal distance from windward edge Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com 4/19/2004 Page No. 3 of 14 Case A Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.40 0.18 -0.18 39.37 8.66 22.84 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.37 0.18 -0.18 39.37 -21.66 -7.48 4 -0.29 0.18 -0.18 39.37 -18.51 -4.33 5 0.00 0.18 -0.18 39.37 -7.09 7.09 6 0.00 0.18 -0.18 39.37 -7.09 7.09 1E 0.61 0.18 -0.18 39.37 16.93 31.11 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.53 0.18 -0.18 39.37 -27.96 -13.78 4E -0.43 0.18 -0.18 39.37 -24.02 -9.84 5E 0.00 0.18 -0.18 39.37 -7.09 7.09 6E 0.00 0.18 -0.18 39.37 -7.09 7.09 Kh = Kht = Qh = WIND98 v2 -8 Proposed addition for Hughes residence at Miami shores ,FI. Fiqure 6 -4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *I m pFac *Kh *Kht *Kd p = qh * (GCpf - GCpi) 4E Wind Direction 0.85 1.00 39.37 4/19/2004 Copyright 2001 - MEGA Enterprises, Inc. www.mecaconsulting.com Page No. 4 of 14 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 -0.45 0.18 -0.18 39.37 -24.81 -10.63 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.37 0.18 -0.18 39.37 -21.66 -7.48 4 -0.45 0.18 -0.18 39.37 -24.81 -10.63 5 0.40 0.18 -0.18 39.37 8.66 22.84 6 -0.29 0.18 -0.18 39.37 -18.51 -4.33 1E -0.48 0.18 -0.18 39.37 -25.99 -11.81 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.53 0.18 -0.18 39.37 -27.96 -13.78 4E -0.48 0.18 -0.18 39.37 -25.99 -11.81 5E 0.61 0.18 -0.18 39.37 16.93 31.11 6E -0.43 0.18 -0.18 39.37 -24.02 -9.84 Kh = Kht.= Qh = WIND98 v2 -8 Proposed addition for Hughes residence at Miami shores ,FI. Figure 6 -4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd 0.85 1.00 39.37 * p = qh * (GCpf - GCpi) 4E Wind Direction a 4/19/2004 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 5 of 14 Component Openings Rear Width (ft) Length (ft) Area (ft^2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min common truss 2 26 225.33 1 0.20 -0.90 14.96 -42.52 common truss 2 26 225.33 2 0.20 -1.10 14.96 -50.40 window 24sh 3.08 4.2 12.94 4 0.98 -1.08 45.68 -49.62 WIND98 v2 -8 Proposed addition for Hughes residence at Miami shores ,FI. Figure 6 -5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 2.5 ==> 3.00 ft 1 G T a Gabled Roof Theta <= 10 4/19/2004 Note: ` Enter Zone 1 through 5, or 1H through 3H for overhangs. Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 6 of 14 Variable Description Value Max - L Roof dimension normal to wind direction 51.00 ft B Roof dimension parallel to wind direction 25.00 ft L/B Ratio of L to B 2.040 -0.18 Theta Slope of Roof 2 Deg Cf Force Coefficient 0.00 X Distance to center of pressure from windward edge 0.00 ft Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 WIND98 v2 -8 Proposed addition for Hughes residence at Miami shores ,FI. Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi Table 6 -9 Force Coefficients for Monoslope Roofs over Open Buildings, Cf 4/19/2004 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 7 of 14 Exterior wall 11' -0" High @ zone 4 Rev: 510300 User: K•0603106, Ver 5.1.3, 22•Jun•1J30, Win32 to 5303-03 ENERCALC Description General Information Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Loads Uniform Load Dead Load Live Load Load Eccentricity F :oof Load Design Values Exterior masonry wall E 1,125,000 psi n : Es / Em 25.778 Wall Weight 55,000 psf Calculations are Dianed to FBC 8.00 ft Seismic Factor 0.00 ft Calc of Em = fm Duration Factor Wall Wt Mult. 8.0 in 5 48 in 3.810 in 410.000 #/ft 480.000 #/ft 0.000 in Summary Wall Design OK 8.00ft high wall with O.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 48.00ino.c. at center Governing Load Combination is.... Dead + Live + Wind Between Top & Bottom Masonry Bending Stress 185,89 psi Steel Bending Stress 13,989.76 psi Masonry Axial Stress 11.41 psi Combined Stress Ratio 0.8168 < 1.3300 (allowable) Final Loads & Moments Axial Moment Load Top of Wall in-# Ibs DL + LL 0.0 890.0 DL + LL + Wind 0.0 410.0 DL + LL + Seismic 0.0 410.0 Belween Base & Top of Wall DL + LL 0.0 1,110.0 DL + LL + Wind 3,779.5 630.0 DL + LL + Seismic 1,742.4 630.0 Wall Weight moment @ Mid Ht 220.00 lbs @ Center Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2) Spinsp Allow Masonry Bending Stress = 0.33 fm * Spinsp = Allow Steel Bending Stress = Load Combination 8 Stress Details Summary Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Masonry Wall Design Concentric Axial Load Dead Load Live Load Roof Load Rebar Area Radius of Gyration Moment of Inertia 0.00 in4 0.00 in4 0.00 in4 0.00 in4 Title : Dsgnr: Description : Scope : 0.000 #/ft 0.000 #/ft 0.078 in2 2.535 in 354.810 in4 173.78 psi 247.50 psi 24,000.00 psi Wind Load 0.0 0.0 20.11 13,989.8 185.9 11.41 6,449.4 85.7 11.41 Wind Moment @ Mid Ht Seismic Moment @ Mid Ht Total Dead Load Total Live Load 5,032.10 in-# 9,592.87 lbs Job # Date: 12:52PM, 19 APR 04 20iu RenuirPmPnts 0.3300 F'm 1,500.0 psi 750.00 Fs 24,000.0 psi 1.330 No Special Inspection 1.000 Grout @ Rebar Only Normal Weight Block Equivalent Solid Thickness Page 1 c: teakerryhughes.ecw:Calculations 4.600 in 39.370 psf np 0.04370 j 0.91495 k 0.25514 2 / kj 8.56756 Bending Stresses Axial Maximum: Steel Masonry Compression fb /Fb + fa /Fa psi psi psi fas 0.0 0.0 16.12 0.0928 0.0 0.0 7.43 0.0427 0.0 0.0 7.43 0.0427 3,779.52 in-# 1,742.40 in4 410.00 Ibs 480.00 Ibs 0.1157 0.8168 0.4119 FOOTING DESIGN [ 2000 INTERNATIONAL BUILDING CODE (97 NDS) ] VER: 5.05 BY: HUCHES RESIDENCE , MICHAEL ALIMBA P.E. ON: 04-19 -2004: 12:49:39 AM PROJECT: HUGHES- LOCATION: WF -16 SUMMARY: FOOTING SIZE: 16.0 IN WIDE X 16.0 IN DEEP CONTINUOUS FOOTING WITH 8.0 IN THICK X 106.0 IN TALL STEMWA LONGITUDINAL REINFORCEMENT: (2) CONTINUOUS #5 BARS TRANSVERSE REINFORCEMENT: #5 BARS @ 10.00 IN. O.C. (UNNECESSARY) FOOTING LOADS: LIVE LOAD: PL= 480 PLF DEAD LOAD: PD= 400 PLF TOTAL LOAD: PT= 880 PLF ULTIMATE FACTORED LOAD: Pu= 1 376 PLF LOAD CALCULATOR RooF LIVE LOAD: RLL= 30.0 PSF ROOF DEAD LOAD: RDL= 25.0 PSF ROOF TRIBUTARY WIDTH: RTW= 16.0 FT SECOND FLOOR LIVE LOAD: 2FLL= 0.0 PSF SECOND FLOOR DEAD LOAD: 2FDL= 0.0 PSF SECOND FLOOR TRIBUTARY WIDTH: 2FTW= 0.0 FT FIRST FLOOR LIVE LOAD: 1 FLL= 0.0 PSF FIRST FLOOR DEAD LOAD: 1 FDL= 0.0 PSF FIRST FLOOR TRIBUTARY WIDTH: 1 FTW= 0.0 FT WALL HEIGHT: WH= 0.0 FT WALL DEAD WEIGHT: WDW= 0.0 PSF FOOTING PROPERTIES: ALLOWABLE SOIL BEARING PRESSURE: Qs= 2000 PSF CONCRETE COMPRESSIVE STRENGTH: F'C= 3000 PSI REINFORCING STEEL YIELD STRENGTH: FY= 60000 PSI CONCRETE REINFORCEMENT COVER: C= 3.00 IN FOOTING SIZE: WIDTH: W= 16.0 IN DEPTH: DEPTH= 16.00 IN EFIFECTIVE DEPTH TO TOP LAYER OF STEEL: D= 12.06 IN STEMWALL SIZE: WIDTH: W= 8.0 IN DEPTH: DEPTH= 106.00 IN BEARING CALCULATIONS: REQUIRED FOOTING WIDTH: WREQ= 8.94 IN ULTIMATE BEARING PRESSURE: Qu= 660 PSF EFFECTIVE ALLOWABLE SOIL BEARING PRESSURE: QE= 1182 PSF BEAM SHEAR CALCULATIONS (ONE WAY SHEAR): BEAM SHEAR: VU 1 = 0 LB ALLOWABLE BEAM SHEAR: VC 1 = 13478 LB BENDING CALCULATIONS (TRANSVERSE): FACTORED MOMENT: Mu= 1548 IN -LB NOMINAL MOMENT STRENGTH: MN= 218792 IN -LB REINFORCEMENT CALCULATIONS (TRANSVERSE): CONCRETE COMPRESSIVE BLOCK DEPTH: A= 0.68 IN STEEL REQUIRED BASED ON MOMENT: AS( 0.00 IN2 MINIMUM CODE REQUIRED REINFORCEMENT (SHRINKAGE /TEMPERATURE /AS(2) =5.4): 0.35 1N2 CONTROLLING REINFORCING STEEL: AS READ= 0.35 IN2 SELECTED REINFORCEMENT: #5 BARS @ 10.00 IN. O.C. REINFORCEMENT AREA PROVIDED: As= 0.37 IN2 /FT DEVELOPMENT LENGTH CALCULATIONS: DEVELOPMENT LENGTH REQUIRED: LD= 16.43 IN DEVELOPMENT LENGTH PROVIDED: LD -PROV= 3.00 IN NOTE: PLAIN CONCRETE ADEQUATE FOR BENDING, THEREFORE ADEQUATE DEVELOPMENT LENGTH NOT REQUIRED. REINFORCEMENT CALCULATIONS (LONGITUDINAL): MINIMUM CODE REQUIRED REINFORCEMENT (SHRINKAGE/TEMPERATURE /AS(2) =5.4): 0.46 IN2 SELECTED REINFORCEMENT: (2) CONTINUOUS #5 BARS REINFORCEMENT AREA PROVIDED: As= 0.61 IN2 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD-INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1 - 7. For Insurance Compary Use: Policy Number Company NAIC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME ANN HUGHES BUILDING STREET ADDRESS (Including Apt, Unit, Sufte, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO 1245 N.E. 94TH ST. 04 -965 CITY STATE MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 4 AND 5, PB 40, AT PAGE 16 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL B1. NFIP COMMUNITY'JAME & COMMUNITY NUMBER CERTIFIER'S NAME ADIS N. NUNEZ TITLE REGISTERED LAND SURVEYOR ADDRESS 555 I NOR_ H SHORE DRIVE FEMA Form 81 - 31, January 2003 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BZ COU J Y NAME b) Top of nett higher floor c) Bottom of lowst horizadal structural cal member (Vzones aniy) d) Attached garage (top of slab) e) Lowest elevation of ma:t irry and/or equipment salting the b i l k i n g (Dena oe in a Comments area) t) Lowest adacerd (frished) gale (LAG) 0) Filled adienant (finished) g (HAG) h) No of permanent openings (flood vents) wiNrn 1 ft above adtaoent grade 0 )Trial area dal f>emhartent openings (flood vents) in C3.h 0 SQ . IN . (SQ . CM) O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 331 LATITUDEILONGI TUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( ##° - ii#' - ##.#ff' or ##.#####°) 0 NAD 1927 0 NAD 1983 B10. Indicate the source of the Base Flood Elevation (BFE) data abase flood depth entered in 69. ❑ FIS Profile ® RRM ❑ Ccmnunity Determined ❑ Other (Desate): B11. Indaate the elevation dahm used fate BFE in B9: ® NW 1929 ❑ NAVD 1988 ❑ other (Des rbe): B12. Is the buidng locaed in a Coastal Barrier Resources System (CBRS) area a Otherwise Protected Area (OP;. , ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (S C1. Buldogg eleva6ais ere based all ❑ Construction Drawings' ❑ Bulling Under Canstnrcticn' ' A n e w E l e v a ti a h Cwt v : ! be rem when ax>st lion of the bullring is canplete. C2. Bulldog Diagam Ndmber 1(Setect the bulldog dagram most sh filar to the bilking for which firs •> s • _ - -:.'`� 6 and 7. If no diagarn a c c u a t e l y represents the b i d i n g , provide a sketch a phobgaph.) - q. Elevations — Zones Al -A30, AR AH, A Nth BEE), VE, V1 V30, V (with BEE), AR ARIA AR/AE, Complete Items C3.-a -i below a000ndrtg to the bidding dagam specified in !tan C2. State the : 5 ii = - / ': datun used fa the BFE in Section B, convert the datum to that used fa the BFE Show field measurements and datum conversion ,,, =t :. • . • ' • -• or the Carmhents area Section D.a Section G, ES appropriate, to doamerd the datum conversion. Daum NGVD Caversioni'Corrments Elevation reference mark used BM Does the elevation reference mark used appear on the FIRM? ® Yes ❑ No a) Tap of bottom floc( (rrcuing basement a enclosure) 7-74 _R(m) N/A ft(m) N /.At(m) A ft(m) AA 5.80_14m) 6.40_ft(m) D USGS Quad Map D Other. B3. STATE MIAMI —DADE FLORIDA 5/ SECTION D - SURVEYOR, ENGINEER OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the infovmation in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. LICENSE NUMBER 5924 COMPANY NAME BLANCO SURVEYORS, INC .• CITY STATE ZIP CODE MIAMI BEACH FLORIDA 33141 DATE 5/12/04 TELEPHONE (305) 865 -1200 See reverse side for continuation. Replaces all previous editions B4. MAPAND PANE]_ ' NUMBER 12025C0093 .85. SUFFIX J B6. FIRM INDEX DATE 7/17/95 B7. ARM PANEL EFFECTIVE/REVISED DATE 3/2/94 FLOOD ZONE(S) AE 89. BASE FLOOD ELEVATION(S) (Zane AO, use depth of flooring) 8.00' FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD-INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1 - 7. For Insurance Compary Use: Policy Number Company NAIC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME ANN HUGHES BUILDING STREET ADDRESS (Including Apt, Unit, Sufte, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO 1245 N.E. 94TH ST. 04 -965 CITY STATE MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 4 AND 5, PB 40, AT PAGE 16 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL B1. NFIP COMMUNITY'JAME & COMMUNITY NUMBER CERTIFIER'S NAME ADIS N. NUNEZ TITLE REGISTERED LAND SURVEYOR ADDRESS 555 I NOR_ H SHORE DRIVE FEMA Form 81 - 31, January 2003 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BZ COU J Y NAME b) Top of nett higher floor c) Bottom of lowst horizadal structural cal member (Vzones aniy) d) Attached garage (top of slab) e) Lowest elevation of ma:t irry and/or equipment salting the b i l k i n g (Dena oe in a Comments area) t) Lowest adacerd (frished) gale (LAG) 0) Filled adienant (finished) g (HAG) h) No of permanent openings (flood vents) wiNrn 1 ft above adtaoent grade 0 )Trial area dal f>emhartent openings (flood vents) in C3.h 0 SQ . IN . (SQ . CM) O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 331 LATITUDEILONGI TUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( ##° - ii#' - ##.#ff' or ##.#####°) 0 NAD 1927 0 NAD 1983 B10. Indicate the source of the Base Flood Elevation (BFE) data abase flood depth entered in 69. ❑ FIS Profile ® RRM ❑ Ccmnunity Determined ❑ Other (Desate): B11. Indaate the elevation dahm used fate BFE in B9: ® NW 1929 ❑ NAVD 1988 ❑ other (Des rbe): B12. Is the buidng locaed in a Coastal Barrier Resources System (CBRS) area a Otherwise Protected Area (OP;. , ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (S C1. Buldogg eleva6ais ere based all ❑ Construction Drawings' ❑ Bulling Under Canstnrcticn' ' A n e w E l e v a ti a h Cwt v : ! be rem when ax>st lion of the bullring is canplete. C2. Bulldog Diagam Ndmber 1(Setect the bulldog dagram most sh filar to the bilking for which firs •> s • _ - -:.'`� 6 and 7. If no diagarn a c c u a t e l y represents the b i d i n g , provide a sketch a phobgaph.) - q. Elevations — Zones Al -A30, AR AH, A Nth BEE), VE, V1 V30, V (with BEE), AR ARIA AR/AE, Complete Items C3.-a -i below a000ndrtg to the bidding dagam specified in !tan C2. State the : 5 ii = - / ': datun used fa the BFE in Section B, convert the datum to that used fa the BFE Show field measurements and datum conversion ,,, =t :. • . • ' • -• or the Carmhents area Section D.a Section G, ES appropriate, to doamerd the datum conversion. Daum NGVD Caversioni'Corrments Elevation reference mark used BM Does the elevation reference mark used appear on the FIRM? ® Yes ❑ No a) Tap of bottom floc( (rrcuing basement a enclosure) 7-74 _R(m) N/A ft(m) N /.At(m) A ft(m) AA 5.80_14m) 6.40_ft(m) D USGS Quad Map D Other. B3. STATE MIAMI —DADE FLORIDA 5/ SECTION D - SURVEYOR, ENGINEER OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the infovmation in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. LICENSE NUMBER 5924 COMPANY NAME BLANCO SURVEYORS, INC .• CITY STATE ZIP CODE MIAMI BEACH FLORIDA 33141 DATE 5/12/04 TELEPHONE (305) 865 -1200 See reverse side for continuation. Replaces all previous editions For Irsuarce Compary IJse: Policy Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDNG STREET ADDRESS (Irdudng Apt, U. Stile, armor BUJ. No.) CR P.O. ROUTE AND BOX NO. 1245 N.E. 94TH ST. CITY MIAMI SHORES STATE ZIP CODE FLORIDA 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) carrmunity official, (2) isuance agentlarnpany, and (3) building mar. COMMENTS CROWN OF ROAD ELEVATION: 5.09' ON THE SOUTHEAST CENTERLINE ON CENTER OF ROAD BM# B -26 –R SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), carpi* Items El !trough E4. If the Elevation Certificate is intended for use as supporting stun etion fa a LOMA a LOMR-F, Section C must be carpleted El. Baking Diagra-n Nkmbar _(Selxt the taking ck am mod tncar to the budding for which h this der;. ate is behg completed –see pages 6 and 7. If no dagam aeazatey represents the budding, provide a sketch a phctogaph.) E2. The by of the botan floor (ndudng basement a endosue) of the buddng is _ ft(rn) _im.(an) ❑ than or ❑ below (check one) the highest adjacent gads. (Use naivel gale, if available). E3. Fa Bullring D'agams 6.8 with openings (see page 7), the next higher flax a elevated Ioa (elevation b) d the buddng is _ tt(m) _in.(an) above the highest adjacent gale. Complete items C3:h and C3i am frond d far. E4. The k p of the ptatfam d machinery ands equanent servicing the buidng is ft(m) _in.(an) ❑ above a ❑ below (check ale) the highest ad}aoent gads. (Use naive! grade, if evadable). E5. Fa Zone AO any: If no flood depth nunber's evadable, is the trip d the bolkrn Iba elevated in accordance vat the cam urdy's tlooc>plaim management adr nce? ❑ Yes ❑ No ❑ Unknown The kcal official must certify this imbrmation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's aulhated representafive who oarpletes Sections A B, C (liens 03.h and C3.i only), and E for Zone A (without a FEMA-issued cr oamunity- issued BFE) a Zone AO must sign here. The stdernents in Sec o s A B C, andE are cared to the best of my knowledge PROPERTY OWNER'S OR OUVNERS AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official wtmo is authorized by law a acinance b adrirhster the canmu mity's fioocaain management enhance can complete Seders A B, C (ar E), and G d this Elevation Certificate. Complete the amicable ) and sip below. GI . ❑ The intaration in Section C was ta torn other doazmentafion that has been signed and =based by a ioersed suveiior, encjneer, cr architect who is authaized by state a kcal law to certify elevation idamation. (Indcate the source and date dthe elevation data in the Can rents area Wow.) G2. ❑ A annuity official earpleted Section E for a buddng located in Zone A (without a F9MArissmed a oahmunity-issued BFE) or Zone N). G3. ❑ The Mating nfamhabon (Items G4 G9) is provided for earmurity doccplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED ' GE. DATE CERTF CATE OF COMPUANCFJCCCUPANCY ISSUED G7. This permit has been issued br. ❑ New Cordn don ❑ SU:stanbal Incrovemerd G8. Elevation d as -bolt lowest foe (including basement) d the buildng is` G9. BFE or (n Zone AO) depth of Owing at the baking site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 - 31, January 2003 LOCATOR', 3250 NE ET,F.V- 10 -04' ❑ Check he if attacFrner>ts CITY DATE TELEPHONE TITLE TELEPHONE DATE _ft ii) — ft(m) STATE ZIP CODE ❑ Check here if atta/rnents Datum: Datum: Replaces all previous editions 1 1 2 3 \`•,'\`■`■'•< \:.\\\ , . 6 7 LOT 3 FOUND IRON 273.70'(R &M) PIPE p). ti FOUND IRAY PPE 1/2 (n0 D) AN BLOCK CORNER raw IROV PIPE 1 /2 - cs (no OA 150.00'(R &M) ,O k �xTX X—JI )f X— X— X— X- 7t— X— x— X�X— Jr— Yr— x— x— x— x— X— x —X�X� _ taco' cc tri cy unurr zr 20' ASPHALT PAVEMENT NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL ASPHALT LOT 4 41.15' /_LOT LINE 150.00'(R &M) va ruenu T/PK FE OE e' Hlnu (7W) LOT 5 15' PARKWAY 12.8' N.E. 94th STREET - F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, DM= DRILLED HOLE, WF= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR. RB =REBj UE= UTILITY EASEMENT. CONC= CONCRETE SLAB, R/V'RIGHT OF WAY, DE= DRAINAGE EASEMENT. C/L= CENTER LINE, O= DIAMTER, TYP= TYPIC; M= MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, O /S= OFFSET, P/P =POWER POLE, OHP =OVERHEAD POIAERLINE, WM =WATER METER MASONRYWLLL =I 1 1 1 1 I I I ► 1 ELEVATION BASED ON LOC. # 3250 NE CONCRETE= MAINTENANCE & DRAINAGE EASEMENT= M & D.E. CBM# B -26 —R ELV.10f. 09` "f TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IFANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE FOUND IRON PPE 1/2 1 (n0®) i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 (305) 865 -1200 FLOOD ZONE: PANEL: DATE: 5/12/04 SINCE 1987 B LAN GO SURVEYORS ING. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 AE 0093 SCALE: 1 " =20' SUFFIX: J COMMUNITY # DWN. BY: F. Bla JOB No. 04 -965 Fax: (305) 865 -7810 DATE: 7/17/95 BASE: 8' 120652 a 30' I! I k k tri �n —a —u —u Jl k CV k k )f- 7. LOT 6 p O p FOUIID IRON , . 1 (O , ID LOCATION SKETCH SCALE: NTS ABBREVIATIONS; SNK =SIDE1ML1(CBS.CONCRETE BLOCK STRUCTURE, CLF=CHMN LINK FENCE. PL4 LPIE,OUE=ORAINAGE UTILT'EASEM ENT, IP=IRON PIPE F.FOUND, NC=AIR CONDITIONER PAD. P/C PROPERTY CORNER. DnpAMAED HOLE, WF =AWOOEN FENCE. RES•RESIDENCE. CL-C LEAR RB=REBAR, UE=UTIU Y EASEMENT. CONC CONCRETE SLAB, RAWRIGHT OF MY, OE=ORANAGE EASEMENT, C/L=CENTER LINE ODUAMTER TYP•TYPICAL, M= MEASURED, R'1 ECORDED, ENCR =ENCROACHMENT, COMP COMPUTER, ASH WD =NAIL 8 DISC. S =SET, FEE 'FINISH FLOOR ELEVATION. 0/S - .)FFSET, P/P.PONER POLE.OHP=OVERHEAD PONERLNE NM =HATER METER MOD FENCE MASONRY NAL ` = CONCRETE= 1:4 ... V.I•. 4 : II,' • I i•.••.. •• I \•. • MAINTENANCE & DRAINAGE EASEMENT_ •I • ^ ` • 1 I I 1 1 I 1' 1. I N.E. 94th STREET SURVEY FOR: ANN HUGHES, 1245 N.E. 94TH ST., MIAMI SHORES, FLORIDA LEGAL DESCRIPTION: LOTS 4 AND 5 OF MIAMI SHORES BAY VIEW ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA SUBDIVISION AT PAGE 16