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WS-16-232 V Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(30795-2204 Fax: (305)756-8972 Inspection Number. INSP-251769 Permit Number. WS-1-16-232 Inspection Date: March 24,2016 Permit Type: Windows/Shutters Inspector. Rodriguez,JoW Inspection Type: Final Owner: VODA,TIMOTHY Work Classification: Door Replacement Job Address:1589 NE 104 Street Miami Shores,FL 33138-2665 Phone Number Parcel Number 1122320320150 Project: <NONE> I Contractor: AMERICAN STORM PROTECTION Phone:(305)264-0446 BuIlding Department Comments REPLACING ENTRY DOOk IMPACT comments INSPECTOR COMMENTS False Inspector Comments Passed Failed El Correction Needed Re-inspection Fee No Additional inspections can be 9dwftled until re-inspection fee Is paid For inspections please call:(305)762-4949 March 24,2016 Page 1 of 1 Mini Stores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795.2204 Expiration:08/17/2016 Proles Address Parcel Number Applicant 1559 NE 104 Street 1122320320150 Miami Shores, FL 33138-2665 Block: L t TIMOTHY voDA owners Adder Phone CON TIMOTHY VODA 1559 NE 104 Street MIAMI SHORES FL 33138-2665 Contractor(e) Phone Cell Phone AMERICAN STORM PROTECTION (305)2640446 (305)513-0514 Valua=::O Total Type of Work:REPLACING ENTRY DOOR IMPACT Available inspections: No of Openings:i Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:2 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice 0 WS-14668477 DSPR Fee P-00 02119,2016 Credit Cara $76.40 $50.00 DCA Fee $200 Eamon&;dwp $0,80 01/28/2016 Credit Card $50.00 $0.00 Pem*Fee $110.00 ScD Fee $8.00 Tedvology Fee $3.20 Total: $126.40 in consideration of the issuance to me at this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and In strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume resporwib$ity for all wort done by enter myself, my agent, servants, or employes. i understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: f certify that all the foregoing information Is accurate and that all work will be done in compliance with all applicable laws regulating oDnstrucdfOn aon�rg. F ermore,f authorize the above-named corttrador to do the wank stated. February 18,2016 S�nattee:Owner / Applk ant / Contrac$or / Agent Building Department Copy Febmary 19,2016 1 i � t Miami Shores Village -- - ( , Building Department JAN 2 S 2015 j✓ 200SO N.E.2nd Avenue,Miami Shores,FlorWa 33338 Bim. Tek(305)79s-2204 Fins:(303)7S"972 __. INSPECTION UNE PHONE NUMBER:(S)762.4849 FIX 201 BUILDING mmw PrmwNo. PERMIT APPLICATION sub Permit No. UILDING (3 ELECTRIC ROOFING REVISION 0 EXTENSION ORENEWAL [3PLUMBING p MECHANICAL pPUBUC WORKS fl CHANGE OF p CANCELLATION p SHOP CONTRACTOR DRAWINGS JOB : • 33/3 it r -O - l the Wkft N DaskndW:Yes NO� Occupancy Type: Load: Construction Type: Hood Zone:_BFE: FFE: OWNM-Name(Fee Simple Titleholder): Address: .�S �� 1 D CW I mj atl t eState: X't I a 2........_ Tenant/Lessee Name• Phoma#: EmaN: CONTitACTOlt:Company Name: PhonsmCkwl.& �--QS/ Address: 10101 A21& 5 cW........, rM F3M ( nate: ..xx 33,('7 2i Quaii#ter Name: dQ Phone#: 94, State Certification or Registration#: /67, , 714 Certi�of Competenw#. OESIGNM Architect/£ngineer: PhoneW Address: c��^ City: state: Zip: Visite of Work tart Pte:s '�,j +t8 • G .........,..Were/tllnew Footep of Worhn...___.r..�. .�.�...,.�._.._ 'type of Work: D Addition 3--Alteration ❑ New [= Repair ❑ Demolition D of t.(2to z4-V' iu Subndttid Fee$ P Fee S v ' CCF s Cold$ ScidnR Fees Redon Fee$ DBPR s Notary$_ Tedrnokw Fees Tra /Ed on Fees Doubt Fee s Bona$._ TOTAL FEE NOW DUE$_-,r.,;,� ..... c n4/=4) Bonding Company's Name(if applicable) Bonding Company's Address City State Tap Mortgage Lender's Name(if applicable) Chase Bank Mortgage Lender's Address PO Box 78420 City Phoenix State AZ Zip 85062 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 price to the issuance of a permit and that all work will be performed to meet the standards of all. laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accutwe 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 Appilcant. As a condition to the issuance of a breik&g permit with an estimated value exceeding$25W,the applicant must promise in good faith that a copy of the notice of commencement and construction Jaen law brochure wail be delivered to the person whose property is subject to attachment. Also,a cerafted copy of the recorded notice of commencement must be posted at the job site for the first kipection which occurs seven (7)days after the building penult is issued ,In the absence of such posted notice, the inspection.will not be approved and a reinspection fee will be charged Signature Si Owner or Agent Contractor pP� The foregoi fintrugient was acknowledged before The foregoing instrument was acknowledged before me this day of -__�� ® —T__, day of 20-!Eby who' _._Iy known or who has produced who isyersonally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY LIC: ,,, NOTARY PUBLIC: .«•. Wzyumm a S.i Z ��j►1,2019 Sign: Duiz Print: Print: My Co 'on Expires: My Commission Ex . .COMWJWM 4`FF 230936 Map 14,2019 ONNIV60 11 W 21 trlasa. ****************************** ** ** ***************************************************************** APPROVED BY Pens Examiner Zoning Structural Review Clerk (Revised 3/12/2012xRevised 07/10V0709vised 06/1W20WXRevised 3/1-%W) r2JAN 8 X15 Tim Voda 1559 NE 104 Street Miami Shores, FI 33138 0000 . . 0000 0000 Ent Doff � • �•• 0000.. 0000.. 0000 0000 . .. 0000. Garage . .... 00000 .. . 00000•000.. . •.N/A . . .000.. 00040 •' = ••iTM-230-HL .. : •••• " ' FL1?860.1 00 0 a ores Village Sol APPROVED BY DATE DEPT Z �T Ui C I' 10 COMPLIANCE WITH ALL FEDERAL A�1f)M iN-tY RULES AND REGULATIONS i WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS: 1559 NE 104 Street PROJECT: Tim Voda Miami Shores, FI 33138 state I EXPOSURE "D" WIND VELOCITY = 175 MPH7 ROOF SLOPE > 100 r area i>s�ofM3ar. T Area ttq 20 3o ao 30 20 so 48.6 464 45.2. 442 43.5 48.6 46A 4S.1 44.2 41S SL7 5Q 5 40.2 48.3 47.6 60.7 S81 S63 549 v 48.5 47.3 460 45.1 44.4 v 4LS 47.3 460 45.1 44.4 53.7 SLS St12 49.3 486 66.3 6L9 513 STA S60 51.0 487 47.3 46:4 45.6 SLO 487 47.3 46A 4S.6 20 SLS 53.0 Si.6 . 7 49.9 20 68.2 63.6 OLO 59.0 S7.6 22 519 486 48 2 47.2 465 2Z 51.9 496 482 472 465 56.3 S4.0 52.6 SL6 S0.9 OLS 64.8 62.1 60.1 S86 25 53.3 S9 495 48 5 47.7 49 S3.3 S09 5 485 47:7 S72 55.4 54.0 S.0 S2.3 ?S 71.4 666 63 8 6L8 602 28 54.3 51.8 504 49A 486 28 54.3 SL8 SM4 49A 486 S89 S6.4 35.0 SLO S3.2 72.7 67.8 649 602.9 6L3 30 54.7 S23 50.8 4" 490 so S4.7 52.3 SQ8 4.8 49A 5'9.4 S69 555 54.4 53 6 73.3 683 655 63.4 6L8 33 S61 S.6 52.1 51.1 50.3 35 561 53.6 S2.1 SL1 S83 60.9 S8A 589 S.8 55A 75.2 701 67.2 65.1 63.4 37.6 S.0 535 SL4 SLS 37.6 55.0 S.5 S2.4 SLS 62.4 Su S83 57.3 564 77.1 7L9 689 667 65.0 S9.0 563 548 53.7 52.854.8 S.7 52.8 64.0 6L3 Sx.8 587 S72 79.0 73.7 705 68.3 666 SO 59.9 S72 S.6 SLS 53.7 so SIL9 S72 536 S4.5 S3.7 65.0 62.3 687 S9.6 58.7 80.2 74.8 71.7 69A 67.7 53 60.9 S81 SRS SL4 54 5 S6 609 Sal SRS 56.4 S&S 66.0 643 6L7 605 597 SLSj=76.0 728 70.5 688 6D as 590 57A SL2 SS.3 6L.8 590 57A S62 SS.3 67.0 6M:3 62.6 SLS 61CL16 82.8 77.2 739 698 GtENERAL.Nt07&S FIQU 1 •••• ••• •• • • • D-109 OF LEAST HORIZONTAL ! i••••• ••• i• 9. TARES VALE ONLY FOR BUILDINGS OF • MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION 'If FOR SLED *004 NS • • • THE MEAN ROOF HEIGHT •••• •• 4 • • 2. ROOF ELEVATON "H". 6 DETERMINED • • • BY USING FIGURE 1 AS REFERENCL • • i •• ••• •• • ••• • 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. • 0 .0 H • • ••• :• 4. POSITIVE AND NEGATK ROOF HF tr AND APPLY ALL FLOORS.ARE TAKEN T MEAN 1 D •000• • �••• i• D 0 • • • • S. TARE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR • • b .� ••• •• SHOWN i HE�IT' IN END ZONE •• •• •• • • 6. THIS DOCUMENT IS NOT VALID Wim![ THE EMS SEAL eBAi. OF AN ENGINEER EMPLOYED BY AL-FAROOQ tXORPORATION. 7. NO PORTION OF THIS DO(XNPNT MAY BE USED OR REPRODUCED IN ANY MANNER. EXCEPT FOR THE PORTON OF ASCE 7-10 SET FORTH HEREON. 8. ALL LOADS ARE CAIMLATED AS PER ASCE 7:10 AND LATEST FBC 2014 STANDARDS ego 10-m-1sREVISIONS: Ma. AIrFAROOQ CORPORATION ® 2016 M dada ENA(NEERS&PRODUCT DEVe1.OPMENT dodod Ors NA 1286 SW 87 AVE TEL.(306)264 8100 Owe N0. t MUMU,FL 33174 FAX.(306)28240= M P AVAD i i6 OANMB D J678 SNW 1 OF 1 115 Ronda Bunting Code Odin Sora Haid I Log 1. 1 u.er MOOrelim I Hd TOO= I &60 Studwo I. VANa FWWI vias I PBC SW ( SCIS Me ft I UnM ( + ( { �o�ne s � > > >oro oaea qp=kpm*=WM qs FL# FU74M MW raw New Code Vernon 2014 App CAW Status Awed Carivnerks ArcWvW C2 Product Maw T M whrdo n LLC 1543 North POwerhne Rd Pomperw Beach,FL 33021 (305)888-0077 ,JoesIcco®wsuam.com AudwW Signature iavad Ahmad aN�roog8gafcang.Com Tedwdcai Representative AddresWPhonqfEm*H QueNty Assurance Rive Addraa/Ptwne/Emall Category Exmor Doors Subcategory Swinging Exterior Door Assembles .-i I' CompNance Metwd Evaluation Report tram a Florida Registered Architect ag#44wwd Florida Professional Engineer • • t Evsdehstion Report-Hardcopy ReCOW • • •••••• • •••••• Pude Engine or Architect Name who denwloped the laved Ahmad •••i• • • • ...... i Evahr!Report ••• . •• • • • . . Florida License PE-70592 •••• • •• ••••• Quefty Assurance Entity National Accreditation and Managemea •• • ••i••• QueNty Assurance Contract Expiration Date 12/31/2019 00•00 • • • • Validated By 3=x Go mkM P.E. 000000 • •• M Validation CiheddNct-Hardcopy Reicelved i i•••i• ••••i• CertEficate of lndMpehdence FL17M R2 C SS-x.9=2 t3 Zft& •••�•• • • Werenced Standard and Year(of mrd) MMIdWAYs�t TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence at Product Staff Certified By Sections from the Coco i i huWAvwwilorldalx>iftAr&WF—app tit.arpelp �EVXQwOgdZDXMYiUdwp66e37gYnanzoowPVPc16CUiCaA%3d%3d U2 3t d _ T S IQIS Florida Iitdift Code Cle)irw i j RoU t Approval Method Method 1 Caption 0 Doe Submitted 07/02/2015 Dalt Validated 07/05/2015 Date Pending FOC Approval 07/21/220!5 Date Approved 10/16/2015 sunmmm of Pi# Model,number or Mane 17860.1 Series 230 AluminumOttg Door large misses irnpact rem airastirnnn outwlrirtg door. Lbaft of use Instateelon Distructlons Approved for use In HVHZs Yes fl.= RO 11 - QAhaninum oAftrirrc Om[t1MH Approved ftr use outside HVHZ:Yes 5-32.edf Isrpect Rodstaft Yes Verified By:3eved Ahmad PE#70592 Desi Pros+ m+80/-90 claw by Independent Third Party:Yes Otim See drawing 15-32 fo span vs bad combinations and Bvahadon Reports Installation detaga. PI 1310_RD 1B .ORt'tLAI]n?-P.9E 20' -,4 Cre W by independent Third Patty:Yes 17860.2 Series 230 Aluminum Oulxn t Door Non Impact runt aluminum ouWng door. ? Llelits of use Imeagallonn Iesstru dons Approved for use in HVHZ:Yes EUZ= RO YJ WX- Approved for use ot>hide HVHZt YesDuped Redeamb No Verified by:]aved Ahmad PE#70592 Design Preasi M+60%69.7 Created by Indy Third Party:Yes j Othen See dmvdng 15.33 for span vs bad combinations and Bvalwation Reports ' Installation details. EU7WO Rn AE , -�.�LGs .RaK(U&Pae 2ni4.odr Created by Irnt Third Party:Yes 17860.3 Series 249 Aluminum Outsw M Door Large missile impact reMart aluminum mMw.*g door. lri3mif8 of Use Installation Instructions Approved for use In HVKD Yes C:ZIi532.RSI H..Ss 249 Aluminum ilk DW rtrrm Approved fbr two outtido HVHZs Yea wl&3(k. - Impact Resbtanb Yes Vaified By:)eved Ahmed PE#70592 Deign Preseu m+100%141 Created by Independeid Third Party:Yes 00=See drawing 15-30 for span vs load co nb<nstbns and .Evacuation Reports Installation details. F+ RO &C 249 B200 oeor(LM -Pte, Created by independent Third Party:Yes ® 0 0000 Cwtod • • 0000 0000•• la:: Bltttl>W6RE49 ' ••0•• some** i ••••i• Tia SIAM of Plalda is an ANDD ompbW. Aw*w6famawi MV 6fals>l s o • under rArWe bot=0 ad row=we p 6k rads.Hyou do not vat Vow&4rAn addmm rdeaw in C W4 ••: E men nb tuts Oe office by phos@ or by Va a t, mat.ltvau lave ary gtreemaes,pleses coast 87. to i 4s3 27S(Q1,t sffed a October 3.2022. kensed um�d7apter 4%F.S.muet p►ovkle the Depaldla�nt at1 A a , mthay +••• ane.Tire amps pealdad may be cored for offtdai�with the eaaneae Mswavar epee adAr�s we p -'�4 wah ,X a Oeeao� • piesse 0►ovida"a Deparbnmd ts8b an email addrear whkh tan be pada evarabte to the p*ft To 4�teal.•• I h=, •• •• •• • 00000• ProdaftApprowelAamptwMOWN 0000•• • • j i • i • • ••••i• 7+ 0000•• • • • 0000•• •• • 0000 • • i i t I htgaJ/www.toida>»aMa8 _W_ddAVK7parammwGEVXQwtDgMDX682YIUOwp66e87p&CFiZuowpVPd6CXiGtCoA%3d%3d V2 a k l AAi 1 AI rFARO#!Q CORPORATION CONSULTING ENGINEERS-R PRODUCT DEVELOPMENT PRODUCT APPROVAL.EVALUATION RULE CHAPTER 061 G20.3•METHOD 1 OPTION D FI.17860 Deft:7/01/2015 Detailed Product Description Manufacturer:T.M.WINRM U.C. Manufacturer Address:601 N.W.12TM AVENUE—POMPANO(B .FL.3309 { Model Name:SERIES 230 ALUMINUM OUMIJIG QR([SIDELITS Maximum Frame Wtdth:,37/11:(M 171518!000 Maximum Frame Height:96 3/r Maximum Load:+80 FSF.:0 PSF(Large Missile Impact) , Installation Drawings#WJA::32 This product complies with the High Vebdty Hurricane Zone(HVHZ)testing requirements. Comparative analysis used _,,,,Yes X No Mandatory Tests(Tested In accordance with AAMA 101/i.S.2/NAFS-02/TAS-202) { ASTM E283 Air InStration Fenestration 02/07/2008 M--5458 Carlos Rionds,P.E. Leakage Testing Laboratory 06/26/2000 FM 2648 Aldo Gonzales,P.E. # ASTM E331 Water Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. OR ASTM 547 Penetration Testing Laboratory 06/26/2000 FM-2648 Aldo Gonzales,P.E. &TAS 202 ASTM E330 Uniform Static Air Fenestration 02/07/2008 F176508 Carlos Rionda,P.E. &TAS 202 Press. Testing Laboratory 01/29/2002 FM-3355 Luis FlQVWo,P.E. 06/26/2000 FTt 264$ Aldo ftgWft,P.E.. .... HAMA 1304 Forced Entry Fenestration 02/07/2008 M-5458**. •Car[ol W(Fr2ra,P.E.. ..:. _ Testing Laboratory 06/26/20W F rL.2648••• •Aldo Gonseles,P.E.• • ; 0000 • •• .0000 00.0.0 00 • 0•••• J. 0. 00 •• • •0000• 0000•• 0 • • • • • 00••00 { •0000. • 0 • 0 • 0*00 t 1235 SW 87*Avenue Mlang FL 33174 T:305.264.8100 ( F:305.262.6978 =WAbgLggM allar000.itafcena corn r { E t t B supplemental Tests(Tested In accordance with TAS-201 and TAS-203 E 1 FBC 1626.2 Large Missile Fenestradon 02/07/2057M.2:6igg 5Carlos Blonde,P.E. (TAS 201&203) Impact&Cydlc Testing Laboratory 01/2.9/2002 :35 Luls Figueredo,P.E. 06/26/2000 Aldo Gonzales,P.E. Under the limitations of the attached Installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer. lavad Ahmad PE#70592 AI-Farooq Corporation EB#3538 ' f t h/4 sQY: vvsranCaVWW~A EnkwdonATMWhWow\20R4 FBCOwb*DocAZV 2Z 0 OUWMM Ow(LWRAE 20M4.doc 4 F { 0000 r • • • 0000 090••0 0000•• • •6990 • •9999• } ••0000 • • • 0000•• 0000 99 • • 9 0090 • 00 0000• 0 .0 00.06• 90 • 09000 •• •• •• • 0000•• s • •69996 • • �. • • • • 0000•• 0000.• . • 0000.• •;, •• • i i i 1235 SW 871'Avenue Miamt,FL 33174 T:305. 64.8100 ( F:305.262.6978 room ns.com ,i • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • 71 w 149 3&'• i / ••• •'• •i •" SDAFM APPM 3' r wat SURFACE MIND r 3' ' •:. ' ' •: ' 's•ox00 ��� Uff „ _ r ••• • • •• • \ • • • • • • 00 00 C //ii D \\ G ;� H ;1 o I= 11 LOW ol t to It's I W 'p'M j ii w \'-A'lyt ASE 70 It / it o L1131 Q 26 2633 3/r 23 1/2' 25 1/2' 33 3/S" Z .L ILL 1/7 0.1. RED 34 1/2' FAML WOO 34 1/2' 's 37 S/8' 71 S/8' 37 S/8' ( xx ) ( oxxo ) .A7 tveTi�1 TNtSE DOORS ARE RAdEO FOR LAR6'E ac 8tWJ.11.E RIPaCT. SHUTTERS ARE NOT RBOUSEO ..._...._._....._....,_......_.. TNN3 PRODUCT NAS amDESIQdB:D meTESIEO TO camMNTN TIIE 8 GN! ROMINOMPS OF BMW CODE axe r MOM 1 AMBIATED MASS ALUM MM 9Tl1'--$WIIlili DA08 W/ $!DBl1 M WOW 8UCU8 Sf OTHERS,ASJffif> ANCNONED PRDPEALY TO TRAMM LARGS ICES= IMP AP UML APPW TD SUE 00 AND DOUw.E QOQ LEAF DOORS LOADS To THE STRUCTURE. Ib-1N•Psaolcn tOremaf aaoafeR O► PserAnm er Mea OOa6rA WH�WHOM St ELffES. ANT3fORS swEa eE As t>STED.DRAW AS OHo2t�1 ON 09ML ANCHORS .aomao AIS aoOs aa►vaoroos a'w�aaaon►�A sae ePl1MC n #i786o SIX LTTES CALL 8E ON OK OR DOTH SIDES OF DOOR. EIrb3EO1SNT To EYE tMTERW.SWIL SE ROM WALL ORES=OR STUCCO. RIOA3olt to rasO I IN 09 anlaA 6 oem fear in PLA SEE SIMPS 2 Fat OWN LOAD CWAp C •-ccum m To ea w wWiINHte Por n6 eR•aaaL PII0. M Ano ANCHOiwki qt tD K1 CONDTTTwIS NOT 8HOWIt w THESE DEWS ARE aGnafAlalo OF nae MWAI 8a on TM6 MOM plaaloanl 8 NOT PART OF THIS APPS Pao•oao MOVING OW MW oINNNE Paor 719 aON n CSW W DOORS APPROVED FOR OdWALtAT M WHERE W M SFLTRM= A!�OUROW WOREASE IS USED w MM OF ANCHORS NVO,WOOD OI Y on nab oommm. .0. 1� RESISTAMM B REDURIED SEE SHEET 2 FOR UMMATION as to SE HBOFf wPAC►,NOIt•ArETALL1C AND o- PP am=CT aoaafeu VIM ee ao+rersmto WAM O'Irmf+ mallm •-m ovam pmMo sMaL es PaW U W A Rama ave 7k i NATIRKS 9NUM 6 BUT NOT LedrEO TO At SCREWS.THAT o mw as ASA wan NIL MON w so=w formas[�os� COME INTO CONTACT WON aT11ER D�sawM wnT %KL MEET THE Mon n6 PAO w M•w0 vol.ee asw•+Gars Pan 7Me PAav[k S OF THE RCRDA SUN.OW COOL UK aP Im P .Q.amGm of n[OOAD AWefe A•A aWiaf•[4 o=70 M PS&D=m sm saw is•a4 um n6 m }t,�small } roll.' 11 MA WFACLIXWft LAWL S VU WLOCATED ON A READLY VSKE 1.000M wearlo Go mm Poe�u 'E'»..°" W15-32 IN ACCORDANCE WRN SECTION 1710.8.3 OF FLORIDA MOM COOL e-IM P.La.SWAL WAO 716&W NO GAWK Opt MID SMWM aF MIDI 8 10 CCIN+I.Y WM SOMM 171082 L IK mmumm Wmf=a asmao n@T P!IlPMW•. • • ••• •• • • ••• •• •• • • •• •• • • • • • • • • • • • 311W 1WAT STFAWD GLASS • 1,Up • • • • • •• ti MO OldW Noss• • • • • • i'",rp p �'PA�nen Cses�kW�' • • • • �r-- • • 3118"IWAT STROMM NAS9s •• ••• 809•e •�•'° Gkm lb w suom RS37700 Sm 3/18"iWJW 815WO GLASS • • • • • 37 7/18• 78 t/a•MAIf. 118 3/1C MAX. 113'1Wt. MAX. 0.480.OYERU LAM{. CoMir WWRALL L41L GLASS EHIG �$� BLAZINGom UN) come (X) (XX) (OXO) (XOX) 71 8/9•MAX ( )) 110 1/2'MAIL. 149 31W MAX 37 a8' � �g a (X)o 00000) __. (oxxo) (0) (00X) EGRESS REOLMOMS TO 8E REVXWED sr AFki. tlm� i LOAD RATING -+ SG.00 Naa AeowE•w — 9060 HSF# I r91TER 6WROM LUT EXTERN+)LOADS AS FOL4.011S NOTE. >Y 8 1-5/8•D8M3MB m +SdL3 PSR s 8 RE 3-t THRESHOLD +8D.O T +8ao� SO E1300-09bRIDA BUILDING CLASS CAPACITIES ON IM (3 GUSTS) i N�Ban + dowing �w. DECLARATORY STATEMENT'OCAO5-DEC-21.9 • FL X17860 •ne•1 � f • • A. • • • • A. WPICAL ANCHORS ler 'a SUDIARONS WOOD am FOR 't4 .y4• » •• am LOGE • • • • R#LC • Ml Ya O. .I'a•. 'd1 ».Y ..' : " •' • • • • • 8Q s�ARAK APRR01/M. )'e t �,�. �� • i i i • • v • • • • • • sm S GNCHO OONS s t Atm TtPn. • • • • • s POOR RIR RIR SPACING FOR SPACING Hlil Mow IN. WOOD DUCKS ANO METAL STRUCTt�NOT BY TM Woman • 8I8 am FOR? P MUST SUSTAIN LOA05 BLED BY OLAP SY57EII ix ML uiaveett HY'EtmT SW-177 X%f"-Ws ma AND TRANSFER THEM 70 TME B STRUCTURE. INFO 40Y WOOD BUCKS OR WOOD STRIXIMRES OPR�At 1-1/Y W L �I Wo WOOD (wo/am) YHR U 1BY DUCKS WM COW-OR MASONRY 1-1/4`UK EMBED CONCRETE (FAD) 1-1/4"MMI. EMB®INTO CONC. OR MASONRY( S) Comm•MTTO CONC. OR MASSY 1-1/4"WN. EMBED INTO 7E (EAD/SLL) g 1-1/4`MMI. EMBED WFD CONC.OR MASONRY(JAM" 8 C t/ 'dtA 7018 c M 8� (�� NO F.B.C.APPROVED MU11OS(MMI.TrK m 1/8') M1T0 METAL.STRUCTURES STEEL: 1/8'7W MIL (Fy- 36 10 MMI.) ; .. ANNUM : 1/8`710L. WK (0063-75 MIK) $ (STEEL IN CONTACT WON MOWN 70 BE PLATED OR PARM) EDGE DisculKI .MRO CONCRETE� MANY. x••1/2•MOL wm WOOD STRUCTURE w t'MK INTO METAL STRUCTURE m 3/4'MIL W008 AT TBT OR am Bs•0.86 Mil. OSE AT MEAS.SEI.OR P•r 3000 M UK C-80 NOILLOWALLRD BUMOK AT AM Pm•2000 PSI MIL FGR s ROBS L01� am FOR 8 AWIE 4sa.3 PIF LOW ABOVE 480.0 For MWKL 05 me OB sus DOOR DETAUS 7 ALT. 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