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WS-13-1572Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 'Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 7624949 BUILDING PERMIT APPLICATION Permit Type: BUII%•DING JOB ADDRESS: 1298 NE 95 St. JUL I FBC 20 0 Permit No. Master Permit Nu1� QS i .� S7 a ROOFING City: Miami Shores County: Miami Dade ZAP; 33138 Folio/Parcel#: 11-3206-014-4030 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Edith Dayle Peck phone#. 305-610-8622 Address: 1298 NE 95 St City: Miami Shores Siate; Florida zip; 33138 Tenant/I.essee Name: Phone#: Email: CONTRACTOR: Company Name: Florida Window And Door Phone#- 561-340-4300 Address: 11360 N Jog Road, Ste 102 City: Palm Beach Gardens state: Ff -zip: 33418 Qualifier Name: Scott Berman phone#. 561-340-4300 State Certification or Registration #: CGC1509450 Certificate of Competency #.- Contact :Contact Phone#: Email Address: DESIGNER Architect/Engineer. Phone# Value of Work for this permit: $ 2690.00 Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew Description of Work: �l✓J u &e/ 1 �`/ '4;-7 _ l ✓" 14of ti!r Ci �i��.✓Jo�l ./fir-/ o�SS LIDemolition Color thru tile• *********************************a***Fees******************************************** Submittal Fee $Permit Fee $ CCF $ MCC $ �� Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or4kgent ° The fNong"trumen!,a s ac le before m isday o20Y by Dwho i knownme o who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: 111 Print: Pit My Commission APPROVED BY WE Signature Contractor pp The foregoing instrument was acknowledged before me this day of •✓ n '2 , 20 l3, by 6C -07r e'►`^e, who is personally known to me or who has produced as identification and who did take an oath. 'piT'���� NANCY � � MY COMMISSION # EE �8tl ��,,-- 'EXPIRES: February 15, 2011 'w I Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: HOWARD SIMKOFF * MY COMMISSION # EE 9795 EXPIRES: August 27, 2010 enwThado"801M Zoning Clerk 0. Front Door (Omtt)) Not'Repiadng 1: )UC Slitting Glass Door (Series 380) L16726.1 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT ILer�^F /13 SUBJECT 10 CCNIP11010E Wil'ri All FEDERAL i z'TE ANo C(-IjN , { r{CL.�S AND REGULATIONS rA+i, 00 Y M V IL A J <U V - LO 0 N Q Z o` .r - co cp to S9 Lu NOT TO SCALE AM Jun 28, 2013 Site Plan 1 tb(ENOINEEItINO XPRSSS 160 SW 12th AVENUE, *106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAx:(954) 354.0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads - Components and Cladding Florida Building Code 2010 Site Information owner: Edith Dayle Peck 12 Wind Speed (V): 175 MPH Exposure Category: D Velocity Pressure Coef. (Kb): 1,03 ASCE 7-10 Ch. 30.3.1 Table 30.3-1 . (ft) �_ Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Design Wind Pressure (PmAx+, PmAx-): ASCE 7-10, Ch. 30.4.2130.6.2 12 Y Max Positive Pressure (PMAx+) (9e PMAx+ = gh(Ac GCppos + GCp) Max Negative Pressure (PmAx-) PMAx- = gh(8c Wpm - GCpi) mos (ft) �_ `oo (16/4p) , Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE7-10Table 26.114 End Mean Roof Height (h): 12 ft. Roof Slope (8): Sloped Roof Slope Coefficient (8c): 1.0 Min. Building Dim. (L): 30 ft. End Zone Distance (a): 3 ft. Design Wind Pressure (PmAx+, PmAx-): ASCE 7-10, Ch. 30.4.2130.6.2 Device CalculationS:ASCE 7-10, Chapter 30, All Subsections 'size 12 Y Max Positive Pressure (PMAx+) PmAx+ = gh(8c GCppm + GC�) PMAx+ = gh(Ac GCppos + GCp) Max Negative Pressure (PmAx-) PMAx- = gh(8c Wpm - GCpi) PMAx- = gh(8c GCS - GCp) Device CalculationS:ASCE 7-10, Chapter 30, All Subsections 'size WRSSEDOR NPUMISSOFED ERAS olNBf� EgPLCAM FOfl THEDNO'OEDSYST TMATpNg��FR •---'FL PE 0046549v••y "UEED OLONOWDH THEEEMRESALL PRODUCTB&m ULL1 aENSTALLED N BCTACCORDIWCEWDN `E�OVatlot�' � G�+P _ as Pmax^ ORTHEEDFXALL �_OTHECONTRACTORM TITff��EEFORECONTNUN CONSmALL UCTDN AND RESERVESTHERBHTTOREBSTRATEEMSED —N"D FOR SPH.TAND RE•EVAALUATEDE.9UN.N WARRMW..ERHER EJD "ESSED OR PPL®BCONTANED ZEN BENONEH { (W X H _ (ft) �_ q= (16/4p) , 0 37 x 80 Int 7 20.56 14.81 1.03 68.65 0.9 -1.0 46.3 -50.5 1 96 x 80 End 7 53.33 21.33 1.03 68.65 0.9 -1.1 43.3 -54.5 Prepared in accordance with: WRSSEDOR NPUMISSOFED ERAS olNBf� EgPLCAM FOfl THEDNO'OEDSYST TMATpNg��FR •---'FL PE 0046549v••y "UEED OLONOWDH THEEEMRESALL PRODUCTB&m ULL1 aENSTALLED N BCTACCORDIWCEWDN ASCE 7-10. Section 30. lynd LoadS -Components and & THEHOOSTSMUCTTUREB�nEDT01AD�IaTEETOOWO STMIO TSH LELOOADS OSE] ENTHISDEMN ASwOHKRRFPLLXE�SMMGF � OORCPPFNNINGSD® mMCERTIFIED ERTSYANN ENGN� OFRSOoRDD((EOR). CZaddmg ORTHEEDFXALL �_OTHECONTRACTORM TITff��EEFORECONTNUN CONSmALL UCTDN AND RESERVESTHERBHTTOREBSTRATEEMSED —N"D FOR SPH.TAND RE•EVAALUATEDE.9UN.N WARRMW..ERHER EJD "ESSED OR PPL®BCONTANED ZEN BENONEH FloridaBuildingCode2010ed 4. LLUSTRATEDESIGN ©2013 E-Tempest.com CONTSIMSAESHOWRAC QOLLFELO NffNSCMSPR"CRTONBTHERDN�NCRRERIATHEYNAYVARYSL1aHTLY.TOTHESMTTHATTHEOPEJNOAREABNOTSNN.LFATHANS%OFTHEENONEEREDDESON. E' ��s �"FEMR�iTNIVAO�FHOOMMMCA�I"AL ALFDABR ATTIIDNOSY8EMERWTTCN CaT"ONSSTRUCTKNNPRACTOrESWMNDTHATWH� BSCSALLED FOR EYYLOOGAISStAATTE8P�7DER&rOODFOR 6SFROMI)ENONIDCNSOFTHD ID:flwindowdoor-P1799 6.ENONEMNOEWR64HASNOTVBREDTHBJOMMWFORMATCNCONTANEDHEAENBSASEDONCONTRAC SUPP=DATAAWOMFASUREbINTSENONEERNOEIIWiESSSHALLNOTSEHMORE90NMEORLKJQEN ANYWAYFOR EHRONEOUSOR NACCURATEDATAOR M&%VJRBUNTS WOREL KSHALLEEFD VERFM PRDR TOCONSRTUCTDN N.ENONEERO EWHESSSHALLEENOTFEI AND OM N AN OPPORTUNOYTOREEVALUATEOUfl CERT OFAUTH#�85 WORKUPON DSCOVERYOFANYNACCURATENFORMATON FROR TOMODFCATDN OFEJETRVOFETD CONDRDNSAND FASMATDN AND NSTALLATDN OFMATERWAi W rrH RAISED ENGINEER SEAL 06/28/2013 Pae 1 of 1 9 T. E)CETASECWR69YPROVCEDHEREN.NOPDDRCNALCrRTMATCNSORAFFWMATCNSARENTENDED. ALTEAATDNSADDRIDNSOR OTHER MARNNOSTOTHBDOCUMENTARENOTPMWrTED AND NVNDATEOUR CEATFCATDN• VALID FOR (1) JOB ONLY Address: 2-98 5+ro--er Opening Location 140A Design Pressi ure rating Egress Requirement Shutter Requirement M-Moffe M. Florida Building Code Online Page 1 of 2 Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida license Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Javad Ahmad PE -70592 National Accreditation & Management Institute, 12/31/2015 Christian Langley, PE 17 Validation Checklist - Hardcopy Received FLIS726 RI COI TM Windows - CI.PDF Referenced Standard and Year (of Standard) Standard TAS 201-94 TAS 202-94 TAS 203-94 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 rnhtml:file://C:\Users\Howard\Desktop\Work\TM NOA's\Florida Building Code 390.mht 6/11/2013 Plorida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/23/2012 Date Validated 08/24/2012 Date Pending FBC Approval 08/28/2012 Date Approved 10/09/2012 of products FL * Model, Number or Name 15726.1 Series -390 Aluminum Sliding Glass Door Limits of Use - Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-95 Other. See drawing W12-31 For span vs. load and anchor type combinations and Installation de ails. Page 2 of 2 Missile Impact resistant aluminum sliding glass installation Instructions FFL15726 R1 II 390 Alum SGD.(LMI) W12-31.PDF Verified By: ]avad Ahmad PE #70592 Created by Independent Third Party: Yes evaluation Reports CBack Next Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. CopYdQht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a-maa address released In response to a public -records request, do not send atectronic mall to this entity. Instead, contact the office by phone or by traditional ma8. If you have any questions, plea contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, ncensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emoils provided may be used for oRiclal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 45S, F.S., please click -kq er . Product Approval Accepts: No Ir -9-01511 RR E mhtml:file://C:\Users\Howard\Desktop\Work\TM NOA's\Florida Building Code 390.mht 6/11/2013 THESE DOORS ARE RATED FOR LARGE & SMALL MSSttE IMPACT. SHUTTERS ARE NOT REOUINEO. SERIES 390 AU MTNUAI SLIDING GLASS 110OR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART N SHEET 3. THIS PRODUCT HAS BEEN DESIGNED AND TE51ED TO COMPLY YR1TM THE REpU1REMEMS OF THE FLORIDA BCl{LD1NG CODE D4CUINH4G HIGH YEI.00DY WOOD yg BY OTHERS, MUST BE AN LOADS TO THE STRUCTURE. ANCHORS SHALL M AS LNSIED, SPACED AS STi01LDM oN DETAMM.S, MW RS EA/a.OMETTT TO BASE MATEWAM. SHALL BE BEYOI� WAIL ORESSNG OR STUCCO. ANWORING OR LOADING CONDITIONS NOT SHOWN N THESE IETA)LS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCRFASE LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS [maimoto MIT NOT LIMITED TO WMAIM . SCREWS, 7HAT MATERIALS SHALL REQUIREldLTTS 718714✓ FLORI�i BLDG. CODE SECTION 2003 4.8 MEET THE AT SIRE ENDS SEE CHART ON SHUT 3 FOR CAPAC.OY TYP. 220 3/B' or DOOR WIDTH A I.ImRNrR"sus _ , II C i ii D ii E. I 1 D I I q B — I 48 1/S• FALSE MUNTM� D.L OPG. ILL OPO. ml' OPTIONAL. SS 1/S°24' MAX �. T/B° PANEL WIDTH M. YYIDi11 L - --PA AT 3" 0= h 7HR PRomxr hvammu DOQDENT (P.M) TNiF.PARED BY THIS omr4 EF O < P T R COOK AND tOES AOT t�MOE R+TORSPTWN FOR A SHE• I ytiT. PItOIECY: LES THE WE CQAHWJIS OETAAIE PROP IE \ MSS.. B-CONTRWICR TO BE F43PONSM FCR THE, sELECmK INSYAIATION OF nM PIXWIICT BASED MI 7HOi PWAM HE/SHE OCES NOT OENATE FROM THE ON TMS DOCVNEM, .•► / J_ ' e -TMs PRODt1cT ewnwTron ooaAlFs+T emL BE S ws o"D BY ANY ""o D -OE SPEC= P90EM 6HALL ae PREPAk® T3Y A•:i�JLDA EKQ*M OR AROOTBf 1ONtli TALL LEt91K 7RE +E t1 ( MR TME PROJECT AND WINO NeLL eE RESPO� sort 1HE : rL L _. USE OP THE P.ED. EW24X7 OF MORA w A5 Ij drOwblg HO. ENm em TO THE PFA. fern EErt %U WOW= To URIhR TME SHE SPECIIC DRAW= PoR REVCW. W12-31 E_ TM DFA. SIMM STM THE DATE AND OMAWL SMAL ANO 91&VAtuAfi CF 7HE PRWESNOM OMEER OF RMORD UW I'mp iNFD � 4LJ � eLLBOM T aT i � /•{A•, j , �A3 q , 2012 SEE F TYPICAL ELEVATION 3 TRACK FRAMES SHOWNg 4 TRACK FRAMES SIMILAR AT SM ENDS AT Sw O.C. I 7 5 ; as crowing no. W 12-31 a 4/ GLASS TYPE 'G3' 9/10" OVERALL LAMINATED GLASS 1/4' TEMP. GLASS 3/0' AOR WALE 3/18' HFAT STREN'D CLASS 080 INTERLAYER SAFLEX PYs HY 'SCUM' X3/16' HEAT 9-,- GLASS l Ito GLASS TYPE 'G4' 1-1/18' OVERALL INSUL LAE. GLASS -1/4' KAT STREWD GLASS 090 WEMAYER SAFLIX PV8 BY 'SOLUM' t/4" HEAT STRET1b GLASS GLASS TYPE 'G2' 9/16. OVERALL IAUWATED GLASS TEMP. GLASS -3/8" kilt SPALL 3/18" HEAT STREN D GLASS 080 INIE"YER L3/ f(AAS 8Y 'OLIPONi'14' HEAT STIMM GLASS SILICONE .1 -GE RGS GLASS TYPE -'G5' 1-1/16' CKRALL MUL LAY. GLASS 3/10' MY S WD GLASS GJASS TYPE 7/18' OVERALL LAMINATED MAW DESIGN LOAD CAPACITY - PSF 1/4" HEAT STREN'0 GLASS 090 O4TERIAYER 090 INTERLAYER Swum PVD BY 'SOLUIIA' SLTBRYGLAS BY 'OUPOM' 3/10' HEAT SIREN'0 GLASS 4" 5 /..1 _ /-07700 6 a 4/ GLASS TYPE 'G3' 9/10" OVERALL LAMINATED GLASS 1/4' TEMP. GLASS 3/0' AOR WALE 3/18' HFAT STREN'D CLASS 080 INTERLAYER SAFLEX PYs HY 'SCUM' X3/16' HEAT 9-,- GLASS l Ito GLASS TYPE 'G4' 1-1/18' OVERALL INSUL LAE. GLASS -1/4' KAT STREWD GLASS 090 WEMAYER SAFLIX PV8 BY 'SOLUM' t/4" HEAT STRET1b GLASS GLASS TYPE 'G2' 9/16. OVERALL IAUWATED GLASS TEMP. GLASS -3/8" kilt SPALL 3/18" HEAT STREN D GLASS 080 INIE"YER L3/ f(AAS 8Y 'OLIPONi'14' HEAT STIMM GLASS SILICONE .1 -GE RGS GLASS TYPE -'G5' 1-1/16' CKRALL MUL LAY. GLASS 'G1' GJASS TYPE 7/18' OVERALL LAMINATED MAW DESIGN LOAD CAPACITY - PSF 1/4" HEAT STREN'0 GLASS ti 090 INTERLAYER IBERIBE SLTBRYGLAS BY 'OUPOM' HEAVY Tsm 1/4' HEAT STREMO GLASS SE m ] F<�l 1GGEE RSCS. 7700 a 4/ GLASS TYPE 'G3' 9/10" OVERALL LAMINATED GLASS 1/4' TEMP. GLASS 3/0' AOR WALE 3/18' HFAT STREN'D CLASS 080 INTERLAYER SAFLEX PYs HY 'SCUM' X3/16' HEAT 9-,- GLASS l Ito GLASS TYPE 'G4' 1-1/18' OVERALL INSUL LAE. GLASS -1/4' KAT STREWD GLASS 090 WEMAYER SAFLIX PV8 BY 'SOLUM' t/4" HEAT STRET1b GLASS GLASS TYPE 'G2' 9/16. OVERALL IAUWATED GLASS TEMP. GLASS -3/8" kilt SPALL 3/18" HEAT STREN D GLASS 080 INIE"YER L3/ f(AAS 8Y 'OLIPONi'14' HEAT STIMM GLASS SILICONE .1 -GE RGS GLASS TYPE -'G5' 1-1/16' CKRALL MUL LAY. GLASS d m N d c z 0 zg CLUSTER OF 8 APPUCABLE LI _ �G 0 "' AT HEAD ONLY Pi751 �� a 0 CLUSTER OF 4 TYPICAL AT SILL -L-=-u M� YACHT REM BCpYY REDIF. AVERAGE PANEL WIDTH = o00R WiDTH NUMBER OF PANELS ALL EXTETtICR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 3-1/2' SBL HEIGM FOR 2-3/4" S0.i. HEIGHT UWr ETR.(+) LOADS TO 60.0 PSF FOR 1-3/4' SILL HER##T LOST EXT.(+) LOADS TO 34.7 PSF SEE SHEET 4 FOR DEFMES .5 . ClvL NOTE: ;C GLASS CAPACITIES ON THIS SHEET ARE DESIGN LOAD CAPACITY - PSF BASED ON ASTM E1300-04 (3 SEC. GUSTS) ti AND FLORIDA BUILDING COMMISSION IBERIBE DECLARATORY STATEMENT DCADS-DEC-219 HEAVY Tsm 'aiid61LT bl' 'G8' i 'G4' '01. 'G6' h '04 CLASS 'GS' g 'Gs' CL'v'SDR OF W 4 NECHORS t2061LR OF 4A!1fSI0R5 GlU51ER OF 9 ANCHORS N SW EROS N SIDE am N SUE ENDS N S19E L7MS PNG7.1®TH e1o411 OOOi L/aeB OO.(+) ' W-(-) EXE(+) IM.(-) EM.(+) IM,(-) LM.(+) THF.(-) 38 00.0 BOA 00.0 00.0 10.0 95.0 00.0 95A 00.0 60.0 80.0 95.0 s0.0 G&0 Bao BDA 00.0 60.0 80.0 95.0 80.0 95.0 84 so as fi0:0 80.0 80.0 95.0 00.0 9&O Bao $0.0 80.0 60.0 80.0 90.6 BIG 9&O 00.0 80.0 Bao 60.0 BOLO 87.s 80.0 9&0 38 42 48 54 60 84 80A BDA 00.0 60.0 80.0 99A 80.0 90.0 80.0 60.0 00.0 BOA sD.o 95.0 BOA 95.0 eu BOA 80.0 60.0 80.0 94.4 80.0 9&0 6a0 60m 60.0 60.0 Bo.0 W.3 80.0 95.0 80.0 i 60D i.0 60.0 60.0 839 aQ.0 95.0 38 42 48 54 90 60A 60.0 60.0 60.0 80.0 OSA 80.0 9&0 Oa0 80.0 60.0 60.0 W.0 o39 80.0 95.0 60.0 80.0 85.8 BOA 80.0 W.0 60.0160-0 95.0 80.0 BDA 00.080.0 79.9 799 80.0 95.0 36 42 48 54 98 BOA EDA 60.060.0 60.0 94.4 80.0 95.0 BMA BDA 80.0BOA 80.0 84.1 _. TIP-] ___.95A 80.0 60.0 00.0BOA 76.5 765 80.0 +70.8 BS.o _ _ 00.0 �.D 60.080A 70.9 80A 9&O 36 42 48 102 - - 00.0 60.0 Bao 0.0 1 60.0 - 00.0 80.0 60.0 80.0 W.0 60.0 80.0 00A 80.0 W.0 BOA 80A 36 42 48 108 - - BOLD 80.0 60.0 6" 00, 80.0 - _ 20; 80.0 Bao 60.0 60A - 60.0 60-0 60 0 00.0 80.0 8a0 80.0 d m N d c z 0 zg CLUSTER OF 8 APPUCABLE LI _ �G 0 "' AT HEAD ONLY Pi751 �� a 0 CLUSTER OF 4 TYPICAL AT SILL -L-=-u M� YACHT REM BCpYY REDIF. AVERAGE PANEL WIDTH = o00R WiDTH NUMBER OF PANELS ALL EXTETtICR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 3-1/2' SBL HEIGM FOR 2-3/4" S0.i. HEIGHT UWr ETR.(+) LOADS TO 60.0 PSF FOR 1-3/4' SILL HER##T LOST EXT.(+) LOADS TO 34.7 PSF SEE SHEET 4 FOR DEFMES .5 . ClvL NOTE: ;C GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) ti AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCADS-DEC-219 � H►+I�i Il�/'�T L. . N „ rotYEtlg t1o. b{YIFW12-31 9 � ox (SHOWN) oxo MOWN) oxx xxo DOW— El� 11 Z7.111:x. WR .. z I zz•,AN_ Zc 1..e- .1�I• r e r a xxxx (sHOM) oxxx xxxo Mk=-hik-. "] ."m W_W� THREE (3) TRACK FRAMES 2-31 O F '- JJ PX (SHOWN) XP --- PXXX (SHOWN) XXXP - ' � •e 4 I � n pQQ ��{y 4 �uIW PXX (SHOWN) XXP 3 (p 5g� Y � F T I ffLLj --- --- i a a > a IL PXXP (SHOWN) ;_-- PXXXXXXP (SHOWN) o m tt y I M J� la �ai I _ - - gig PXXXXP (SHOWN) APPROVED CONFIGURATIONS POCI�^-rc'n DOORS TWO (2) TRACK FRAMES APPROVED CONFIGURAMON� ESLD DOORS THREE (31 TR-'CK FR,�S d y g I ' b ♦ a e• I I o I I �--- MOM (SHOWN) _ � alt,.•.•.:`;�, r . - PXXXXXXXXP (SHOWN) • •'' J W1 Gr'J� PPROVEDONFIGt el�R, TIONy p�CKETED DOORS .'�()UR 4) TRACK FRIIIMES y`+ • �� .•� ��'ya` ahaet 5 of TYPICAL ANCHORS IN PAIRS SEf ELEY. FOR SPACING 0 HOISS TO�8E COMET WITH Plmc CAP TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPAWN WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TNEM TO THE BUILDING STRUCTURE. MRM,.7 FOR SPACP% UL71ikCON BY ' - u�177 161. Fy-135 RSI) `R'S'6TirW D STRUCTURES 1-1/2" MIN. PENETRATION WTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-3/8" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-3/8" MIN. EMBED INTO CONC. OR MASONRY 1/4" TNA, SELF DRUM TNG SCREW$ (CRAM Is CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy — 36 KSI MIN.) ALUMINUM : 1/8" TIIK. MIN. (6063 TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING IN SCRM Imm 2 CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. m 1/8-) (NO SHIM SPACE) TIP1G.e1 EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAWS f¢ — 30M PSI MINI. C-90 HOLLOIN/FIL ED BLOCK AT JAMBS fm - 2000 PSI MIN. WEWHOUS: WI = (6) 1" WEEP NOTCH AT EACH END OF SILL W2 - (6) 1" WEEP NOTCH AT EACH END OF SRI. F.B.C. APPR O MULLION SEE SEPARATE APPROVAL I Li L1 i n OF M J Jw� 1 Za M=wa r11 X92: , FHN hawing no. .., X12-31 F �' .••sm13 SEAL WH \'FH LWr MAX UWT MAX Llhffr MA)L EK%) LOADS TZ LOADS PSF 10 0 PSF I Wt. PSF I Zj tjo 1 - I r : wi -1 2-31 IYFCPL MCHM OF M8 zoo 12.a W12-31 cly •` ir��ve THREE (9) TR AM$ AOQi'%iI�f me t 4M U 0 7 Fina IAD :y 02 drawing no. W12-31 F1II �,4. ,/r MAX'4 Mom 9 re . _ SIV 12-31 �c tn�• 1 1 1 2 078 gill.S2'67 7831 2 TRACK FRAME HEAD 831 1$87 3 TRACK FRAME HEAD -45.142V sa-9.993 .090 7� .942 .942 '�'- .332 3.142 S 9.399 .078 II _ ro f 1.289 1138 ss7 1336 g � .124 1.823 lAua 1.287 931 .124 1973 .124" iC 4 TRACK FRAME: HEAD 1.823 a a �• ---&791 5 8.419 1,823 8817 V a .125 1.823 .078 .942 .078 Q °71 i ff .382 .D73 $ 848 2 to j ® 2 TRACK FRAME SILL ® 3 TRACK FRAME SILL ® 4 TRACK FRAME SILL ------ lld9 1.407 2.�-3.062--- O i I 3a 1.294 2 TRACK FRAME JAMB 3 TRACK IP 91 i 1 I f.573 1.490 248 .078 .100 .050- .887 4.000 "`� •�7 v PANEL JAMB STILE 19 SILL ANCHOR COVER 1.677 E;144-3110 1.3127 1. 19&5 .__P. I Fes--• .-2.441 .31214� ME JAMB 4 TRACK FRAME JAMBLL c� ES � tD'O? w M v • 2397 .094 .1 0F1 1 0 O^m G6 .662 3 TOP & E30TTOM RAIL U ASTRAGAL ADAPTER 1.208 '�z 050 1.900 076 Z a 4000 GLA23NO BEAD 12 JAMB GOlA71 24 ^- �) IANB4ATta - Q HOLLOW STIFFENER s OK -Tma © SOIL STIFFENER POCKET ODOR HOOK (TRIMMED) n�TF .078 •� .750 310 14911 1.923 .130•-�� .750 .078 4912 1198 f .082 .078 2.� .078 .oro L3.062 714 .893 1.752 3802 2428 _ 993 .094 O SM. INNER INTERLOCK Clan WJL �� 91�s ' lt2 18 3.140 .eli2 400 1.071 1-3/4" SILL RISER 2-3/4" S41 RISER 3-1 2` Stu RISER 13 POCKET DOOR HOOK 0 .�._. ,,ti1i; •.., . I .374- ;•� ; -X1.7,1 , � �x ,•,, J . t� ' �.. �,: s 1,' . 094 1.923 FPANEL. CLIP _ • IX. -.•', t A. S �� . • e.�y ,ted 7.490 .0940 7 2.672 LI 4 p�� 7� . I .893 1.823 893 3.422 �� , CAL .0733.062--d L L o. 1 +} 5fl \..A. .050 .s93 _ OUTER INTERLOCK 1FIX. PANEL CUP COVER 1©-3/4' SILL RIR / 2-3/4° SILL RISER 3-1/2" SQL RISER - '. 1 9 deowb q no. W 12-31 ,.`y61i1111,fp:�f,9/11/l��r•°t '�1'.id 8 c - •'KOC �• 7al 42W yZ � y� 1�1�� !ti �• a ATE : drowng no. ' W12-31 •'' ti. x ,oat a i 2012 IT .AC -ORD. CERTIFICATE OF EgLjTy•tNS- URANC•E 02/15/2013 PMMIM {954) 942-4400 Southgate ins AaY of Pomp Bah Ina 639 North Feder -&I Highway TM CITE IS ISSUED AS A MATTER OF INFORMATON ONLY AND CONFERS NO NGHTS UPON THE CERTIFICATE HOLDER 'ITIS CERWWATE DOES NOT ARf EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PODS BELOW. POLICY P O Box 728 BP-aah Fig 33062- U43URERS AFFOROM COVERAGE MAIC # ACOMPALLUMMY tNsuRexaRaduraace' .Am.. Northfield Holding Core DBA Florida Window AntieaRtER& DoorMlorida Window CcmpanyZzC 11360 MW Jog Road Suite #102- Palm Beaah G-trdens FL 33418- t1Ci0004i35681 ws„RERC: VISURER o wee THE POUCES OF INSURANCE LISTED BELOW HAVEBE EN ISSUES TO THE INSURED NAMW ABOVE FOR THE POLICY PERIOD INDICATED. NOTAITHSTANDING ANY REt2U IT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THEE CI3tMCATE MAY BE IS'SU'ED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLKM DESCRIBED HEREAT IS SUBJECT TO ALL THE TEMM S CLI AND CONDITIONS OF SUCH POUCHES. AGGREGATELlMri$ SHOWN MAY HAVE BEEN REDUCED BY PAID CUQa LTR TYPEOF� POLICY POLICY EFM.-M DATE E1�A'alDii DATE LMM ACOMPALLUMMY t1Ci0004i35681 02/16/2013 02/16/2014 g 1,000,000 X COAMERMANLOMPALUABUrY CLAM ME FxI OCCUR d t / / ! m 100,000 MffiDCP oaep� S 5,000 .&ADvmuuRY a 1,000,000 GENEMAGGREGNTS $ 2, 000, 000 GERLACGQATELINTAPPLMPE: X pM= .W MLOC PR0QUCT5_ PAGG $ 1,000,000 MICHOWELIABLBY J / / / COMBIIJEDSINGLELlMlT ANYAUTO (EM ALLOWNWAUTOS SCHEDULEDAVFOS / ! ! / BOMYOURY (P -P-06) HH MAUTOS / ! ! ! BODMYBV,M N URVIEDAUTOS i W PROPSt' IN MAW $ "Romum fft AU mum-EAACccwr s ANYAWO / / ! J OTHH m" AM OULY: AWG OCCUR CLAIMS MAW EACH OC $ ACME $ s S REnK=W compilaamaM ELEACHAMUMC s ANY PROPRlErGftFARV93V9MCUnM ELnus-EaEMPNC a PS OV LSl J / ! ! ELMSF ASE -POLIO Mff $ Ort DESCVMn=OF aIz BYEND D3dt (AI.PAOif 15 acoPs OF Tom: xWzb==Mi OF MMOM a DOORS_ S ` Miami Shores Village i ? — SHOULD MY OF TBE AMM DESCRsSM POS BE tAXMM BEFORE TBE Tam Shores 2nd Avenue ama m DATE rAww T� » WILL e+NI�AIIOR TO w& Miami Shores Village, Fl 33138 10 DAyswammonm-rovwcsmwcmwxDM TO TBE LEFT, BUT FARIMTODOSOMML860WHOON 0RLIABUNOFANYX=UPMTW REPFUMEMTM 23 {2i OWM ®ACORD C0fdNMTION 1988 ffemmws PVet ort . OR 9k 28725 Ps 4879e (fps) RECORDED 07/1612013 12:53:24 NOTICE OF COMMENCEMENT HARVEY RUVIN? CLERK OF COURT A REC11111M CUPC EMBE ISOM ON 716 JIM SHE NTME OFFiRafBWMM MIAMI --BADE COUNTYP FLORIDA LAST PAGE PEI Cf No. !�) s- 7 -, 15` 7T,� Fozw No. _U.!:9 a06 o rc� X30 STATE OF FLORIDA: COUNTY OF MIAMI -DARE: THE UNDERSIGNED hereby gives notice ttiat Improvements w9 be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement Space above reserved far use of reoardbV offte s... ;� _ _ :<• , �3(11iT�R� i'aLT�iCGlF7:�.:�?l�'�'i✓.�C1iti�3'�'.1��"r�l.�(��i' A. Surety: (P Wyant bond requked by from contractor, If any) Name, address and phone number: Amount of bond 9 6. Lender's name and address: �I 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(i)(a)7., Florida ffiNag- Name, address and phone nurnberr A S. in addition to himself, Owners desilinates the following; person(s) to receive a copy of the LierWs Notice as provided In Section 713.13(1)(b). Florida Statutes. Name, address and phone number. IV 9. Expiration date of this Notice of Commencement: pm exphtlon date is 1 yearflom ft dete, of rig unless a different dde Is spec fieQ WARNIM TO OWNEWANY PAYMENTS MADE BYTE E OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMI NTARE OONSIDERED IM IWM PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYOR TWICE FOR IMPROVEM1M TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDM OR AN ATTORNEY BEFORE COM MENCINO WORK OR RECORDM YOUR NOTICE OF COMMENCEMENT. Slgnature(s) of Owners . or OttfcedDirector/Partner/Manager Prepared By Prepared By— Print y_Print Nametref 0_o-XV_Ack Print Name _ TIOWDffice r74en-E/ Titie/office STATE OF FLOPJDA COUNTY OF MIAMI-DAW Theforegg1A, instrument was acl �� before me this Z�1 day of,� ✓ gy d'9� ❑ ua0y, as �dr,er for P'�ersanally'know n, or ❑ produced the following type of id�ttification Signature of Notary Public - Print Name: (SEAL) VERIFiGATION PURSUANT TO MOTION 92.52;;1 FLORIDA STAT INS eo ;AY p:;°oo Under penalties of perjury, i declare that I have read the foregoing and that the facts stated In it are #rue, to the best of my Wowledge and belid. u}9 oQ\at Signatures) of Owners) or s)'s Audi ed Officer/iJrrecfarlParinerlRAanager who sipiedr�`ve By By UL01-=PWS BM2 % HOWARD SPAM Ill' COMMISSION 6 EE 630785 EXPIRES: August 27, 2016 &WWTMs BOW ftff Snkez