Loading...
WS-16-2527 Inspection Worksheet Miami Shores Village 10060 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (305)7568972 Inspection Number. INSP-267209 Permit Number: WS-9-16-2527 Scheduled Inspection Date: December 20,2016 Permit Type:WindoWs(Shutters Inspector Naranjo,Ismael Inspection Type: Final Owner. SOTO,VALERIE&LUIS Work Classification: Door Replacement Job Address:49 NW 108 Street Miami Shores,FL 33168-4310 Phone Number Parcel Number 1121360110280 Project <NONE> Contractor. PRECISION DOOR SERVICE Phone:(786)5162772 Building Department Comments 8X7 GARAGE DOOR REPLACEMENT NO STRUCTURAL 1e�°aO Passed Comments INSPECTOR COMMENTS False MODIFICATIONS JUST REPLACEMENT ON DOOR Inspector Comments Passed ed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until reinspection fee Is paid December 19,2016 For inspections please calk (305)762-4949 Page 5 of 37 Miami Shores VillageTYf t1cd 10050 N.E.2nd Avenue NW w �� �r Kepp��tlty Miami Shores,FL 33138-0000 y v Plb , �� lll0 cg ° Phone: (305)795-2204 041 Expiration: 27/2017 Project Address Parcel Number Applicant 49 NW 108 Street 1121360110280 VALERIE&LUIS SOTO Miami Shores, FL 33168-4310 Block: Lot: Owner Information Address Phone Cell VALERIE 8,LUIS SOTO 49 NW 108 Street MIAMI SHORES FL 33168-4310 49 NW 108 Street MIAMI SHORES FL 33168-4310 Contractor(s) Phone Cell Phone Valuation: $ 2,499.95 PRECISION DOOR SERVICE (786)516-2772 (561)800-6063 Total Sq Feet: 0 Type of Work:8X7 GARAGE DOOR REPLACEMENT NO STRU Available Inspections: No of Openings:1 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-9-16-61321 DBPR Fee $2.00 09/28/2016 Credit Card $77.80 $50.00 DCA Fee $2.00 Education Surcharge $0.60 09/13/2016 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,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDA • I certify that all the foregoing . ormation is accurate and that all work will be done in compliance with all applicable laws regulating construction oning. F rrwere uthorize t above-name or to do the work stated. September 28,2016 Authorized Signature:Owner / Applicant Contractor / Agent Date Building Department Copy September 28,2016 1 X. Miami Shores Village Ep 13 2016 �a' o `�\0 NP Building Department BY 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S_ FBC 201 q BUILDING Master Permit No. PE MIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: `® City: Miami Shores County: Miami Dade zip: l (0 f3 Folio/Parcel#: �— aN__)6-9`�'®� 0 Is the Building Historically Designated:Yes NO _ Occupancy Type: d: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Lo,s S Phone#:_ (7G C( ' Address: �� \(� 'ZIT City: W,\CAIYY� :%e�vir E c-n, State: `-- Zip: 331 toe) Tenant/Lessee Name: Phone#: Email: Q CONTRACTOR:Company Name:�c eC�S08Y� SXzK0\C.e� --7 Phone#: ! U6—&1 d77­1Z Address: 122(A-s `Sw V!Q) City: \ ` State: Zip: (4a Qualifier Name: \ 8 Phone#: �� State Certification or Registration M_ORC � V { (� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ` 1 -`—\ , �5 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: � � 4 M P, S�2a AV Specify coial of color thru-till:", o-)129; :��Mv V •`�` " ' `►� Submittal Fee$ • 'lJ� Permilt Fee$ ' vv CCF Q C .� Scanning Fee$ Radon Fee$ �. DB N5to Technology Fee$ Training/Education Fee$ 0 � Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ s (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-i7y, _� Signature - i OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �-2) day of �^�Qnw��.r 20 1 V by _day of So p Jf .20 ( �0 ,by who is personally known to (7�rc��Nn\�h ,who is personally known to me or who has produced X)D as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print a� uq ,��Q�ppY P�('�i MICHAEL VAZOUE2 Seal: M lCNW VAMW Seal: + �� . �.s �P -Stete of Florida • NMI FYilk-Iw N fit r Commission N FF 983965 COMMhalm♦FF BUM •.,,off���.•• kir Comm.Expires Apr 19,2020 APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) ' ilio: ' 11-2136-011-0280 Actual Area: 1,846 Sq.Ft. AdJre,cis: 49 NW 108 ST Living Area: 1,448 Sq.Ft. Owner: VALERIE SOTO Adjusted Area: 1,647 Sq.Ft. LUIS SOTO Building Number: F1 v of 1 Roll Year: 2016 Previous Next - ONE a� ?(r >t r.1w 9 1t • ONE :One Story OPU : Porch,Inserted • GRU :Garage,Unfinished • • •••• •••••• • • • • •••••• •••• •••••• • AIR • • •••••• S P 13 2616 .... ....• MAF ...... . . ...:00 .. .. of .. ...... BY:COP • •••••• 000 0900 �JilOr728 Shores Village { APPR19 6 Y --- DATE DEF?!�L i I 1 ' MIAMI-DADEMIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stmt,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) wvvw.mlamldaae.guvleconumv 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(AHI). 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 9'-0"Wide(DP+51.1,-60.3 PSI+`) •••• APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 I-tritagq&Model•M55 Oak...;• Summit,(24 GA) 1000,2000,Short,Long,.Flush and Oak Summit Panels",sheetalthrdugh 3.oL3,dated •. 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage DoorsijiWej and sealed by :000•• Tomas L.Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revis ipp stamp with the •••• Notice of Acceptance number and expiration date by the Miami-Dade County Prddurd.Controt SCb bn. ••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••••.. 0 0 ..... LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle;11ov6ricer••.•• Kansas,model number,the positive and negative design pressure rating,indicate5ftW rated if applicable, •; installation instruction drawing reference number,approval number(NOA),the applicable to 4addards,ddd••• the statement reading`Miami-Dade County Product Control Approved' is to be le�on the door's side:....: track,bottom angle,or inner surface of a panel. •••• ; 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 manufactures or its distributors and- shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0503.06 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 15-0505.11 MlA •D DE Cb Expiration Date:September 4,2018 1017 `D� Approval Date.July 16,2015 rJ 1 Page 1 s ' ° Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted trader NOA#13-0503.06" 1. Drawing No.IRC-9509-180-21,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 B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS "Submitted under NOA#13-0503.061, 1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab,Inc., dated 0611 U2013,signed and sealed by David W.Johnson,P.E. 2. 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 04/0312013,signed and sealed by Gary T.Hartman,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 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 0129.01-13R, dated 04/0212013,signed and sealed by David W.Johnson,P.E. 4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FJBC TAS 203p.§r •••••• 2)Large Missile Impact Test per FBC,TAS 201-9�.• •• •• 3)Cyclic Wind Pressure Loading per FBC,TAS 203x94. ....:. along with marked-up drawings and installation diagram of 9'x 7'Mol*1.950D Hesitage with Durasafe,24 ga Sectional Steel Garage Door,prepared by Ameriep ftq Lab,jtj a fest • Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed b.Mavid W.Johnson,••;••• P.E. "Submitted under NOA#08-071&010 • '': .• . : "••• ::.::o . .. .. .. ...... C. CALCULATIONS "Submitted under NOA#13-050106" ; • ; •• 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11J20.13,1101 and . sealed by Thomas L.Shelmerdine,P.E. •• .... 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/2512012,siped:and sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#08-0718.01" D. QUALITY ASSURANCE 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 51h edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed b Tomas L. Shelmerdine,P.E. ?Ai3 Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4,2018 Approval Date:July 16,2015 B-1 AOA•TAR.E RKLER CARRIER ATTACHED V/•D V4•x 11r a IRLT.6 MIT PER BRACKETjR rAAp� ,�xRxA n AR x T ATTACHED m Y® 4 . HEN HEAD SCREWS VIP R� runt R v/IN �Mi -R°xL-°9vA i avL1v t0 V4•x a/{•IRR WAD SCREWS S 8/W RIRL R-7g ATT�RR A11.xJSTen r Ix,ixE T ATEAORC 18 a RALV.SAL .. Y/RRf f/1•■a/4• Y/tr•V4'x VRA SILT AIM)NR ATT°PTA 1i ..L n r• Eon REAR6CREYKB RAET ^d' xIRAiRD Fsm 4R611 8/M FRIC B • . M&Topqq >p iRl STENps Lamm , .L mI 4-R�TBI��f_ BR.TR dsNOR SECB1T)°xmtveEE a vt• S TrPIfXRt DtTtA3AC£CENTCR HttNiE/rG1 wk x t••8/a• PoT$ 9 li/8•R&SI TFS66 P♦RI�CTRIN 1 M,Qll QNAt 87BLL 1 .----Y� O .wxs N IRAN T&NUT •� 3 *TplBW=lTlLEsnMFrQUj-m,) 1D17 tR(�T g��{ ¢SID f TIOtWOR fV SRTTIdI, ++ 6 4 R vVmL9•Ox PAa£a ' RRR 'EMIRS ACK COxrT AUU M FOR W UP TO 14 TAU.CCIM TtvSHix&w� �pp pppp�w.. ATTAR V/bY AT 6x 6WI •rTOUSS ' uE4P(ACrlRRI° FOR BiRUr� a R.LB Now ARO�V41 x S/Y HER �,wuc iRAO ff8 Ar Gdl CR71ER INSIDE ELEVATKRN STRB UIL t4 OL UFAME YEN y/qp x TS famm to mm ATTACMYPATffiLSERIT AT OR nrrAvmRV2QDLLTRWA= 9 BB'�1 R- v/® t�O Annan O w yy������R •r�aTo1NR A l0WlMl m.A•aF X0 N-0 aA SEAL W-x a/4•IRR m RAID SIRE W CD V41 x 8/4• � A•RRIlq 140 IRS IBRD SCREWS PER GaRua � er TION A=A($�.�VIEWS a tmmlom 710 011 mC nxa w}x silz� Egg tetttatEEraaad� 9 x 14 40 t /I� 8 wk r pcK ESLER Dim r DER=Lw ♦a'+♦ep�4�SH •�tL,� pTT V' L•1 WTR 810HS B/B''N8t LPTmttAL D£ra 6 +ata P� ♦tyW'' �G �F'•�� Ii4 R°aa•t•aRAD SCREWS -S"pw fl� Frk rT 's V41 , Iwo M I SSLE 4 IMPACT RESISTANT gQ 0 ,NTP.WMAFE EON rI W/� Q STAT OF LAW AR u .,�A- p•�♦C S�{�STRUT wow p�1d.•- Lt8•x t tf/e'LN I Ai7AdIW �r a....r d♦♦ D {•t Irr ixRIAIIIN) fl0"TTR°� � �1°••• ••* �' `� -x a. • �l ej�b'�ONA1•� t♦♦ r tnanW eel RIS�R)[R mOd-WO AT TCA • • • •. Tao-t-LRC ATTAR 9pr OtA. • •• • • • • ••• RIIISx RA6.� • • • • • • • • 0 VA&dblb� m race •• 40: •• • • •• , CoA► �p • 'a t48 p V- RTW YWASU RM '�`.".,�••.: ,'�;; :^ r Ro wz 13"AT� MODS m HBRl9'm(R4 L00a- R :.ro. 1 '3:•. :,..., ., :•,:� • ••• • a +WU.CR• ' US mum no OAx ($A CAS 1000.2m • • • • • • • • tam 1046 XX8K AND OAK MUM FAMIS pR-TWSp •�YPSCAL•BD}!@•laPAta�T . � •• • • SKACC tmLi�tart� x� � � ,p� ••i i • •• e Q Sad OR4RBT QI Ot3 OOJR/OS {{pp��aRAA��A@AAfla�pA • •• • •• N.T . . . • p amly a � m/M� Dior-m—IVII-2f °�RronctRr TRACK MOUNVN DETAIL #a a a�R OR •• • ••• • • • M I W 3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MMMrATM AND NOTES THE DOOR is 7RAN*m= THE VERMAL FROM THE TRACK THE LOW IS TR TO THE VERTICAL JAMBS. ' THE HORMNTAI. y"OR HEADER REMM NO PORTION OF THE LOAD TRM99M FMN THE OOM 2.EACH YEFkACAL JMIDS RECEIVES NAMUM MM LOAM CF: +230.0 LDS/FT 41 271.4 LBS/FT INTERIOR OF GARAdE S DOOR AND HARDY PALL BE OMNEO,MA NIFAC7URW AND INVALIm TAIH STANDARDS AS SET FORTH BY DASMA. MAIL WMIH WW 4,DOW SWIIOMS WALL 89 4 RMW Fes,W/BAKED ON POLYMER( 18)!SV.EXTEIBCR SM G.DOORS UPTO 7r0•EDWE=KIM OF(4)SECTIONS AS SHDI9i. USE(1)S S/S`R-TRUSS PER SE070 DESIRE LOA09 IL DOORS OVER(4)SECTIONS RFFFR TO TABLES 1 AND 2 ± as FT SEE NOTE 2 ON PAGE 3 7.SUPPORIG NO STRUCTURAL ELEMENTS SHALL 09 DESIGNED BY A REWIRED,PROFEMMAL ETNOW FOR NO LOADS INOICATED ON TMS ORAWI•(O IN AOMION 70 OTHER IAAMML & TMS APPROVAL RT QU=THE MANUFACTURER TO DO TESTING OF ALL CUB USED OF04 S ABMWE SHALL CUT FROM EACH PANELS UNDER IMS�MEND TENSILE TESTED ADOORDI NG TO ASTM E-S BY A CAGE COUNTY APPROVED LIIB SELECTED AND PA®BY THE MANUFACTIRER. EVERT S MONTHS,4 TIMES A YEAR,THE MANUFAOMElk SHAD.MARL 10 70 O"TOE A COPY OF THE TEST REPORTS WITH 1IONFOWMION THAT INE SPIE WERE SEEOTEV FROM OKS AT THE MMUFACTURER PRODUCTION FACILITIES. AND A NOTMM SGOEMENT FROM THE LM WACIUM 7M ONLY COILS WITH YIELD$Tfm TH HNODUMBEIVOID ODDUN OUNI R NOTICESHALL BE USED TO OF 1•ANOE MAKE DOOR PANELS FOR DADS ;!�5�� AeeFoNo AettMT�Nt 1w WOOD JAMS ATTACHMENT TO STRUCTURE A AiBBCOITG)007WQ�®6&FMADU S% ECAS k0'OR.luu NI VB'ENBEDHENT)LYI B GO9OIOISCIAD 1�lNA MLTI»AR�W r X L-Vv STAR M 6'FM ENit r urmum A- DS THEN IV DA U ElllE!!OM ,�{1tNtpt//)t� .�,..� ITVA4MISET RZWAO(TRU-MLT)aAr 141 37ARTM 6•FROM EIEN THEN 84•M 42 IM Edi ,�0 1y„$y,�•/���I g, .TINA ATTAIliNENf 1M N�I1V G�m•C(t �� S••..nr..•a�PJ,(�♦I♦ 3D@� r4• s,,PP TTHM 3OlVS START=v FRm EN0.4,USE Paw OF FA3NENZRB �i 1 PSF :O�P�.�C�NB�',.r~)' q'APART)AT ti•of 0 VGr ElB1TI spy P3F ' MLTI V4'X 8-3/4•I*M CON Us SCIBVS STARTING 6'FROM ENDS,UK PAIRS Cr � �A.; T•• FASTEN=N3'APA*n AT V CAM,U V4r ZNEEMEM J )TOR,1 FASTENER&PDR 1lCLLTAN C,A WAIN) ti STATE OFLARGE MME j11 g aLM ANC XE.TS CANA FLUSH N TC PRUVDIZ CIliTBE SWAM ♦ ••� Pr"�+� `3 ��OF•Nfmb JANt6:i •• sF tiUNOE .11 ♦♦ ► w.�,Vol • • . '. . . h�" STRUCTURE T47� F jr Ih----iI -Fm" 4' N! IUIYf m gm VWAWKM 990 Ems"Mmm WE QQ am • • • • • • • • • SOS'063tft 8a�1000,200 • • OEM r 1RmSH, on am PARMS AVAILABLE TRACK CONFIGURATIONS •• • • • • • • • i i IEE 88898E RI I SAR OTS NtA�IO88' N.Ts • •• • •• • • • • 8 21 SKI TO3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • pleK V g-i m"',I-g I cgol see m m WIS,m EMOFRK U", ENUM-nO, ELUN� EAO kt MGM EL�-Jl! m�N� OWMEOMM MEN E OraMNr D l-B-OP L F CT— Eli M-3"E2AI-11 ll� MEMMMIUMM wlmm�NLMM MUM U r'fz fl"(�P[A Emlllullffi r c N'E� z Onim. NL�-k L2M-In 1 f miz-vam w 1 14 g i7M maam�® 000©©0�7o�©CJD©err©w �'7�:7�d� .: ,•, :� EUKI-1�l . . .................................... .... EN M, POW9 .,c 'TT—D STRUCTURAL SOLUTIONS,P.A.* ! SEP 2 2 2016 Project No.: 16-002 5921 uDate: 9/22/2016 Gree roll 10 BY J�YqLel NC Fl 1 cur a Door Windload Design Pressures n ures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 Clad , based upon the design parameters listed below,using the Load Combinations In n 2.4.1. For use with Florida Building Code 5th Edition (2014). Building Address: 49 NW 108 Street Miami, FL 33168 Garage Door Width: 8 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: C Mean Roof Height: 10 ft Least Overall Horizontal Dimension of Building: 45 ft Distance from left building comer to edge of garage door opening: 2 ft Distance from right building comer to edge of garage door opening: 2 ft Roof Slope: any slope Positive Design Pressure = 35.6 psf Negative Design Pressure = -41.8 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 Solutions,P.A.by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Mutons,P.A. This document is only to be used in conjunction with Amarr Garage Doors L '• 41 ,..•- r � 11TATE OF • •• • • • .. ... .. . . . .. (#dda Sluctural S$lulians of hob Carolina,Inc.,FL Firm#29412) STRUCTURAL SOLUTIONS, P.A.* ' Thomas L. Shelmerdine, PE (Florida PE *0048579) ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . .