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WS-16-2879 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-269550 PermitNumber: WS-10-16-2879 Scheduled Inspection Date: November 18,2016 Permit Type: Windows/Shutters Inspector: Diaz, Guillermo Inspection Type: Final Owner: MAROON DALBA, CARLA Work Classification: Garage Door Job Address: 1200 NE 94 Street Miami Shores, FL Phone Number (305)962-4676 Parcel Number 1132050100230 Project: <NONE> Contractor: PRECISION DOOR SERVICE Phone: (786)516-2772 Building Department Comments REPLACING GARAGE DOOR 16X7 OPENING NO Infractio Passed Comments STRUCTURAL MODIFICATIONS ONLY REPLACEMENT. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 18,2016 For Inspections please call: (305)762-4949 Page 16 of 34 niQ:WS-10-16-287 Permit T e win ,ows, Miami Shores Village yp 10050 N.E.2nd Avenue NEa WCV*Ciassifir ati�atr '"•fi Miami Shores,FL 33138-0000 :Sow PPROVED Phone: (305)795-2204 issut Expiration: 04/26/2017 Project Address Parcel Number Applicant 1200 NE 94 Street 1132050100230 Miami Shores, FL Block: Lot: CARLA MAROON DALBA Owner Information Address Phone Cell CARLA MAROON DALBA 1200 NE 94 Street (305)962676 MIAMI SHORES FL 33138- 1200 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,300.95 PRECISION DOOR SERVICE (786)516-2772 (561)800-6063 ...... _ ._, ..... . ..... .. . . ......_... Total Sq Feet: 112 Type of Work:REPLACING GARAGE DOOR 16X7 OPENING Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-10-16-61752 DBPR Fee $2.00 10/28/2016 Credit Card $77.80 $50.00 DCA Fee $2.00 Education Surcharge $0.60 10/21/2016 Credit Card $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 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,P ING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAV . certify a foregoi information is accurate and that all work will be done in compliance with all applicable laws regulating construction a ping. Fut ore,I authorize a ve-named contractor to do the work stated. October 28,2016 Authorized Si ture:Owner / Applicant / ntractor / Agent ate Building Department Co October 28,2016 1 ' RECEIVED Miami Shores Village . OCT 21 2016 • Building Department • �,� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 �T INSPECTION LINE PHONE NUMBER:(305)762-4949 ( � FBC 20 BUILDING Master Permit No. l ` PERMIT APPLICATION Sub Permit No. VUILDING ® ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP �•�, CONTRACTOR DRAWINGS JOB ADDRESS: I Z b `'r L C City: Miami Shores County: Miami Dade Zia: �Ji3� Folio/Parcel#: 11 -„ ZO S-010-oZ3® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: _Flood Zone: BFE: _FFE: ~- OWNER:Name(Fee Simple Titleholder): CArla MA 000 DAN Phone#: fo1�2,®� ��Z-I (0 Address: )Z®o City: `�61.Lc3,vl\\ ('CS State: '�,r� Zip: 33 t-38 Tenant/Lessee Name:t.� Phone#: Com CONTRACTOR:Company Name: k(-eC�-S—vyr\- fi �QW\CQ-5; Phone#: -78(0 S 1(V 4 3 Address: DS; 'ST647 7 City: ' j State: V� 0, Zip: 33 t&G Qualifier Name: < < ® Phone#:��1 Roo (go State Certification or Registration#:.0za \330 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: cZip: Value of Work for this Permit:$ ° �°l `� Square/Linear Footage f Work: 1�2 JQ• � Type of Work: El Addition El Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: ` C yr CSO l o� T- , M Specify color of color thru tile: — Submittal Fee$�°�) Permit Fee$ �� CCF$ 1 50 CO/CC$ 10 Scanning Fee$ C• Radon Fee$ oZ•0� DBPR$d ' Notary$ Technology Fee$ _C1,O Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Am 8O (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 Signature 0 �Jld AIA 011 0111 z OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this oz day of SQ 6r ,20 1(p ,by %3 day of -4qyr ,20 by 4 who is personally known to \w►kkr(An UMA�0'1\ ,who is personally known to me or who has produced as me or who has produced \E�N as identification a id take an oath. identification and who did take an oath. NOTARY BLIC: NOTARY PUBLIC: Sign• n t: Oda nt: �y MICHAEL VAZQUEZ rich. Notary e r eli�4 o al: Cownissiai*FF 883965 Commlyl� � plrespr g,` My CotaOt.Eotldttit Apr 18.2x20 •`, My Comm.E� ���� _ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Y � lui1aAd J n •, �k�£,�, l P �.r3 aG •pa 8 ,rnr'.Y '.'� ���s��;.�•'� f YC�H _ �' .�,�� , �� f3•' s OFFICE Summary Report Generated On:9/22/2016 Property Information Folio: 11-3205-010-0230 . Property Address: 1200 NE 94 ST -- Miami Shores,FL 33138-2947 Owner CARLA MAROON DALBA j Mailing Address 1200 NE 94 ST MIAMI SHORES,FL 33138 USA - v Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE - FAMILY:1 UNIT Beds I Baths I Half 3/2/0 Floors 1 - Lhdng Units 1 Actual Area 2,905 Sq.Ft �. Living Area 2,099 Sq.Ft � riaC grapfl Adjusted Area 2,502 Sq.Ft Lot Size 117,880 Sq.Ft Taxable Value Information Year Built Jim 2016 2015 2014 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $461,949 $458,391 $340,517 Land Value $508,910 $463,722 $409,925 School Board Building Value $139,612 $139,612 $151,621 Exemption Value I $25,000 $25,000 $25,000 XF Value $12,8181 $9,022 $9,022 Taxable Value 1 $486,949 $483,3911 $365,517 Market Value 1 $661,340 $612,356 $570,568 City Assessed Value 1 $511,9491 $5M,3911 $390,517 Exemption Value $50,000 $50,000 $50,000 Taxable Value $461,949 $458,391 $340,517 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $149,391 $180,051 Taxable Value 1 $461,9491 $458,3911 $340,517 Cap Reduction Portability Assessment $103,965 Sales Information Reduction Homestead Exemption $25,000 $25,000 $25,000 Previous OR Sale Price Book- Quafification Description Second Homestead Exemption $25,000 $25,0W1 $25,000 Page Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 11/26/2094 $640,000 29427 Qual by exam of deed Board,City,Regional). 1921 Short legal Description 01/01/2004 $450,000 2203 Sales which are quaffed MIAMI SHORES BAY VIEW.PB 40-16. 06/01/1998 $p 18264- Sales which are disqualified as a result of LOT 26&N30.049FT OF LOT 27 3587 examination of the deed LOT SIZE IRREGULAR ••.. COC 22033-2893 012004 1 19/01/1996 $175,000 13158 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax ro0.This website may not reflect the most current infomration on record.The Property Appraiser and fAamf-Dade County assumes no IiabrTity,see full disclaimer and User Agreement at hftpJ/Www.miamidade.gov/info/discWimerasp Version: . t Folio: 11-3205-010-0230 Actual Area: 2,905 Sq.Ft. Address: 1200 NE 94 ST Living Area: 2,099 Sq.Ft. Owner: CARLA MAROON DALBA Adjusted Area: 2,502 Sq.Ft. Building Number: v of 1 Roll Year: 2016 Previous j Neat GRU ONE i • GRU :Garage,Unfinished ONE :One Story Click here to see all Sketch SubArea Descri tions Generated on:9/22/2016 Disclaimer: 0000•• • • • 0000•• •• • 0000 • �� 0.0000 0000 0000•• 000000 • • • � 0000•• 0000 '. 0 00000 :060000- •0••0 00 0 0•• • • •000• 0 • • • 0000•• „�� ;r , •• •• • 0000.• .,J �,. •0000• • • `._� �[ f«y _ ,,. • • • • 0000•• :+ ••000• •• • 0000 • • 00 0 RECEIVE® OCT 212016 7il, g D ATE i!�! Al sees.. sees.. sees .. sees.. sees sees.. sees.. sees.. .s sees sees. .. . sees so sees.. sees.. . .. .. . ..e.s. ...... . . . . sees.. 0000.. . . MIAMI•DADE NRAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) WMWMiamided`e.Foy/econemv Amarr Garage Doors 125 Carriage Court Winston-Salem,NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section 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:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 16'-0"Wide(DP+45.8,-49.3 PSF) APPROVAL DOCUMENT:Drawing No.IRC-9516-169-26,titled"Mode1950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and-Oak Summit Panels",sheets Ithrough 3 of 3r dated .... 03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,sWiedoand s49d by .• Tomas L.Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revAigo tamp*Ith.th*c ....:. Notice of Acceptance number and expiration date by the Miami-Dade County ProduodGontrol Section. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 000000 ;•0 00 0 • LABELING:A permanent label with the manufacturer's name or logo,3800 Green*1ty 0rcle,i.avPfence, 00:000 Kansas,model number,the positive and negative design pressure rating,indicate MIAN fated ifapplicable,0 0 0 installation instruction drawing reference number,approval number(NOA),the app0 icUle test standards,aril the statement reading`Miami-Dade County Product Control Approved'is to belogatet'l vn the floor' side track,bottom angle,or inner surface of a panel. 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and 96;has beano changeSoso* in the applicable building code negatively affecting the performance of this product. 0.0 0 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#13-0503.08 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 15-0505.13 MIAMI•DdDE CCi1N7Y Expiration Date:September 4 2018 gP� F > Approval Date:July 16,2015 )0-1110P,20`1Page 1 0000.. 0000.. 0000 .. . 0000.. 0000 0000.. 0 00.00. 0000.. 0. ..e. 0000. 0• . 0000 0000. . 0000.. 0000.. . 0**so* 0 . . 50.00. 0000.. . . . . 0000.. 0000.. S . Sege . 0. . Amarr Garaee Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA#13-0503.08" 1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets Ithrough 3 of 3;dated 03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shehnerdine,P.E. B. TESTS "Submitted under NOA #13-0503.08" 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B 117,prepared by Architectural Testing,Inc.,Test Report No.C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E. 2. 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 4)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0205.01-13R, dated 04/02/2013 and 06/13/2013,signed and sealed by David W.Johnson,P.E. 3. 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 20394 along with marked-up drawings and installation diagram of 9'x 7'24 ga Model 9=,Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by Ameri"Test fab,Inc.,Test••• • Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed�by David FqDnson, •••,;• P.E. "Submitted under NOA#08-0718.03" •••;•• • 0000 .. 0000.. C. CALCULATIONS "Submitted under NOA#13-0503.08" '0000' •••• ••••• 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04itA$13,siRejtand sees* • sealed by Thomas L.Shelmerdine,P.E. •• •• •••• • 2. Anchor calculations prepared by Structural Solutions,P.A.,dated OZ1f1M12,soddl and •• sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#118-07A.03%•••:• •••••• . 0 VOGG: 00 0 0000 D. QUALITY ASSURANCE 0 0 0 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by Tomas L. Shelmerdine,P.E. 07 l� JS arlos M.fitrera,P.E. Product Control Examiner NOA No 15-0505.13 Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 0000.. 0000.. 0000 .. 0000.. 0000 0000.. 00..00 0000.. .. 0000 0000. .. . 0000 0000.. 0000.. . .. .. 0000.. 0000.. 0000.. 0000 .. LTi uuggy g � „ ;=gcoo oil > m 1-t Ig m ``' < UP- I V) E- Ljj w ■ a a leis Q _1 de Qkj gat 00 l$ N ' _ .•.... i • Ld t • f�-u71 • 9 • • m > g ig kt— -- b :l.., a � NeAa gig Ic P.4 jwu as l � " ' 0000.. 0000.. • . 0000 .. 060000 sees 0000.. • 6 . 00.000 • • • • • see. 6 • • e• • ••.e 0000•• • • 00• • • .0•Wee • • • 0000.• • • • • 6.66•• • • 0000 • •• &4 Cw {j. !� W o a Gpn /iddlt3UA�0Y I, R � ftrki oil y r cn Z Q q % ii�` y � • • i••.•• m ell :Arall tg p O S?f }W3� yy • ...... . . ..... n •• • ••.�s• • • g�TRY, I@ .. . I0111 "OONOM Awl s a 1151j1112111115k9, 1�!! ��1WIS is e 1AMHM ...... .... ...... ...... 00 0*00 . e 000 ..... . . ...... ...... . .. .. • . . ...... ...... . . . . :9000: . . .... .. o_ a anw�nn� Ream - �' 0mmzmIa a a a 3 a ,R �Illlitlllllllnllllilllillllllllllllllllllilllllllllll�li�ll�ll�l����������� �IIIIIi1111111n11111111111111l11111111111#IIIIIIIi11�11�11�II�1��1�����J �� ': 1 K u p�u rV r L aik E �t � ri. � � 4 t�� J3 al.q f".t �� �F'ay� • ` C"vY LV"� ��� F..v� � �� �� 0000.. 00.... . . . 0000 . .. . 0000.. 0000 0000.. ...... 0000.. .. 0000 0000. 0000.. .. .. ...... . . 0000.. 0000.. . 0000 .. `im—MA Flood Zones Flood Zone for:1200 NE 94TH ST, 33138 perp'' lr x,� �98TH=BT 98TH ST ( !1` 3 a > a Ce i N$99TP1ST, i r ST o a 4r to v - a N$gBTH ST " { •� z.%`�*! za'' r `ai�.f ifs ��'y� �i � to 0 2 p 12D1RE94TR S�J313BR a¢� w � AlV } i Ari v�.,,,� F ,• v°y. C NE 94TH ST 4P S = - I� A 3Y�� r; ? � C NE 93RD ST < T NE 92ND 5T C - $ SST ST / - "ti !� A 0000•• • CC `4` ' 0.00.0 0000•• AE •�•• •• • • • Tait lWY FV/1ci h _ • • 0000•• •• •• • 0000•• Designations: 0.00•0 •• x ricr I' r �► 0000•• 4 0000•• 0.2 PCT ANNUAL CHANCE FLOOD HAZARD An area inundated by 2% annual chance flooding. No Base.Fiood•Elevation Of • • depths are shown within this zone. Insurance purchase is not required J g• these zones. A Zone A is the flood insurance rate zone that corresponds to the 188-year floodplains that are determined in the Flood Insurance Study by approximate methods. Because detailed hydraulic analyses are not performed for such areas, no Base Flood Elevations (BFEs) or depths are shown within this zone. Mandatory flood insurance purchase requirements apply. AE Zone AE is the flood insurance rate zone that corresponds to the 100-year floodplains that are determined in the Flood Insurance Study by detailed methods. In most instances, Base Flood Elevations (BFEs) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurancepurchase requirements apply. AH Zone AH is the flood insurance rate zone that corresponds to the areas of 100-year shallow flooding with a constant water-surface elevation (usually areas of ponding) where average depths are between 1 and 3 feet. The Base Flood Elevations (BFEs) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurance purchase requirements apply. Disclaimer: •Note:The flood zone information provided is intended for use in the unincorporated areas of Miami-Daae county.Municipalities will have tnei- wn floodplain oanagement regulations and flood zone map information,which may differ from the County's information.Miami-Dade County Prwiae: this iebsite as a public service to its residents •`The County is continually editing and updating GIS data to improve positional accuracy and information.No warranties,expressed or implied.ar- provIdol for the positional or thematic accuracy of the data heroin,its use,or its interpretation.Although it is periodicallyruptlated.thi- information may not reflect the data currently on file at Miamf-Dade County and the County assumes no liability either for any a rots,pml5aton5, printed: 9/23/2016 r inaccuracies in the information provided regardless of the cause of such or for any decision made,action taken.or action not taken by the uses In reliance upon any information provided herein.Please direct all inquires,comments,and suggestions to gisglmlemidade— goo • •••• • •• •••••• •••• •••••• 0006 • •••••• ••••• •• • •••• ••••• • • •••••• •••••• • •• •• • • • •••••• •••••• 0:000: • • • • • • • • • • Ml� Flood Zones D Meas with possible but undetermined flood hazards. No flood hazard analysis has been conducted. Flood insurance rates are commensurate with the uncertainty of the flood risk. Open water Open Water: large lakes, bay, ocean. VE Zone VE is the flood insurance rate zone that corresponds tothe 100-year coastal floodplains that have additional hazards associated with storm waves.Base Flood Elevations (BFEs) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurance requirements apply. X Zone X is the flood insurance rate zone that corresponds to areas outside the 100-year floodplains, areas of 100-year sheet flow flooding where average depths are less than 1 foot, areas of 100-year stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 100-year flood by levees. No Base Flood Elevations (BFEs) or depths are shown within this zone. • Definitions were provided by the Federal Emergency Management Agency (FEMA -->http://www.fema.gov ). 0000•• • • • 0000•• ••. • 0000 • 0.000 0000 0000•• • 00.000 • • • 0000•• 0000 •• • • • • • • • • 0000 • •• 0000• 0000•• • • 0000• • • 0000•• •• •• • 0000•• • • • • • 0000•• 0000•• • • • • • • • 0000•• •• • 0000 • • Disclaimer: Note: The flood z -alion provides i ended for u n the u orporated a of Miami-Dade County.Municipali Lies nIII have Lheir wn flaodplui nagementtregula tions antl Hoed tz a map information,which ,y differ from the County's information.Miami-Dade County provides this uebsile a a public s es ltlents�n The Caunty 15 c ont inua 11,Veditingc and upIlLing GIS data to improve positional a acy and information. No w anti-, a pressed o implied,are provided far the positional or t"rat is a acy of the data herein, Its u r itsuinterpretation.Although it r Ls periodically upd,t,d, this information may not reflect the data c rrently on file at Miami-Dade County and the County assumesno liability either for any en s,omission:, printed: 9/23/2016 r Inaccuracies in the information provided regardless of the c of Such or for any decisionmade,action taken, o action rot rtaken by the user In rel i ante upon any information provided hrrein. please direct a.11 inquires, comments,and suggestions to gisp'miamidade.g— w ' 0000•• 0.000• • • w • •••• • •• 0000•• 0000 0000•• • • • • 0000•• 0000•• 0000• •• • •••• 0000• • • ••0••• 0000•• • • • • • 0000•• 0000•• • • • • 00009• • • • • • • STRUCTURAL SOLUTIONS,P.A. Project No.: 16-002 5921-G West Friendly Avenue Date: 9/23/2016 Greensboro, North Carolina 27410 NC Firm #C-1096 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 for Components&Cladding, based upon the design parameters listed below, using the Load Combinations In Section 2.4.1. For use with Florida Building Code 5th Edition (2014). Building Address: 1200 NE 94 St Miami, FL 33138 Garage Door Width: 16 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: D Mean Roof Height: 9 ft Least Overall Horizontal Dimension of Building: 31 ft Distance from left building comer to edge of garage door opening: 5 ft Distance from right building comer to edge of garage door opening: 5 ft Roof Slope: any slope Positive Design Pressure = 41.0 psf Negative Design Pressure = -45.1 psf •..... Design Assumptions: •••••• The building is considered Enclosed as defined in ASCE 7-10 •• •••• • • ...... .... ...... The Topographic Factor for the building is 1. . The building and garage door measurements shown above were provided to Structural Soluti8AS,1P.A.by e% •. • others. These calculations do not address the structural adequacy of the jambs or other supoo"Ag structbre." These calculations merely determine the Design Wind Pressures for the given garage door sizeIRMuildirib..... ""' geometry. Evaluating the structural adequacy of the jambs or other supporting structure is* We 0 � "'0:' responsibility of Structural Solutions,P.A. • • • . . . . ...... This document is only to be used in conjunction with Amarr Giwdepoor�.'.• .. STATE OF 00,10 STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina,Inc,FL Firm#29412) Thomas L. Shelmerdine, PE (Florida PE #0048579)