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WS-13-2153Miami Shores Village ./'Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • (305) 762.4949 OQ) BUILDIN PERMIT APPLICATION c"� `0 Permit Type: JOB ADDRESS: /460 City: /f/n /02 5� - FBC 20 Permit No) Master Permit No.WW' 9- 13 - 2/63 ROOFING Miami Shores Folio/Parcel #: County: • Miami Dade Is the Building Historically Designated: Yes Zip: Flood Zone: OWNER: Name (Fee Simple Titleholder): � AC) Phone #: Address: /2,56 Ji% /OZW4 • _ City: � /4d/ �Z i / 2tt State: R. Zip: 3: 38,0 Tenant/Lessee Name: Phone#: Email: 786-77 CONTRACTOR: Company Name: Address: w_ b iA j City: V State: (�•- Qualifier Name: l4W /4- ,4Ctec Z) State Certification or Registration #: C C /,Oa:V. Certificate of Competency #: Contact Phone#: Email Address: 4C5 iP t Acc • 4f / ALL cw✓Sizeladp17/5 Phone #: 9:9-/‘43 zox zip: ,333 Phone #: ZO 7� DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: Addition OAlteration ONe Description of Work: X641) r4W6 seci2 Sq rp ge of Work:' air/Replac* Wi •v "J5 /2a6c1Al ODemolition Color thru tile: ************ **** ***** ***+x********** **** Fees* ****** ****** ********** ** * ****************** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 d I- 0 Bonding Company's Name (if applicable) Bondit"i-edinpiniy's'Adfiress City - State Zip Mortgage.Lend is Natne.(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 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 t absence of such' osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature fe/ Owner or Agent The foregoing instrument was acknowledged before me this O' day of , 2010-;-by --..16rotbt%OLi' wh rsonally known tom r who has produced - `Asii a nti€4salion and who did take an oath. NOTARY PUBLIC: SOCORRO ACEVEDO Notary Public - State of Florida Comm. Jul 15, 2016 My Commission Expires: APPROVED BY Signature eee6 r) Contract r The egoing instrument was acknowledged before me this C day of%ierr. ,20%3,by /C1 79Q roi/490 who is personally known to me or who has produced 11 i} 2/ 3 /444'7372-6 7 as identification and wh n did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09) Sign: Print: vto VI re My Commission Expires: Commission I OF °fr ‘0 Zoning Clerk Shores Miami V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 17, 2014 Permit No: WS13 -2153 Building Critique Review 1sT REVIEW 12/19/2013 1. Specify the scope of work to be cover under this revision and cloud in the location of the revision. 2ND REVIEW 1/17/2014 1. According to our records the wall along the south side of the bldg. is a 8" block wall and they are shown as a family room is a screen porch. Please provide copy of approved permit for the enclosure. Once the required information is provided we will perform a complete review. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECEMBER 19, 2013 Permit No: ws13 -2153 Building Critique Review 1. Specify the scope of work to be cover under this revision and cloud in the location of the revision. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. if any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1040f o3 Permit No: w S -9-1 �--''-1 33 Structural Critique Sheet Page 1 of 1 vNW Dit.R tJ c s Sale Pl /iDeD • Copies erf VD AS 1JDI 60 C O.2y) /46 gEvi-SI'flN , (1..+t Thrle f .9e-01) ge zs-r- v)3/an) • jj.• �Q9ly STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mehdi Asraf PERMIT #: /3' 2 /43 Miami Shores Viiiage Building Department RECEIPT DATE: 0P4AcleZ- AC&VADD (NAME) ontractor ❑ er ❑ Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ac/c0/ Picked up 2 sets of plans and (other) Address: /2540 %VE /02 y#- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depent to continue permitting process. Acknowledged by: deee/() (Signatu PERMIT CLERK INITIAL: RESUBMITTED DATE: 1\1.1I I 1 (.1 I PERMIT CLERK INITIAL: Qc ALBERTO CARDONA P.E.P.A. Consulting Engineers ENGINEERING STATEMENT OF WINDOWS INSPECTION October 30/2013 BUILDING OFFICIAL City of MIAMI SHORES Building Department 10050 NE 2nd. Ave Miami Shores, Fl. 33138 RE: Project Address: 1250 NE 102nd. Street, Miami Shores, FL 33138 Owner: Jose Bonau Project: Windows replacement Permit: WS -9 -13 -2153 Contractor: All Construction Systems Dear Building Official: As the requested as the contractor, I, Alberto Cardona, inspected the windows and front doors Installation, and I observed the following: 1. The Aluminum Frames came from the manufacturer with open holes to insert the screws as per the NOAs specified in the plans specifically plan No. A- 02(12- 0221.05 for Windows and 12- 0402.03 for Doors) 2. The sill of the windows were done with CBS walls as per the detail shown in page A- 02 NEW B/R WINDOW VERTICAL i ROW BAR 024- O.C. EMBEDDED B° W/EPDXY ® CONC. BOTTOM BEAM NEW CONCRETE 3000 prof & 1#5 REINF. BAR NEW CBS SILL PARAPET EXISTING EXISTING CBS WALL EXISTING CONC. FOOTING • 5 SECTION DETAIL SCALE: 1/4 ° =1' -0' 2500 Parkvlew Dr. Apt. 1221, Hallandale Beach, F1: 33008 Ph: (786) 252 2131 albertocardonape @ gmall.com w ALBERTO CARDONA P.E.P.A. Consulting Engineers 3. The bars inside the CBS blocks were No. 5 inserted in the concrete footing with epoxy VerticalBars No. 5 Embedded 6" Into Concrete Footing @ 24" Epoxy Filling holes 4. The top of the CBS was done in concrete 3000 psi with a bar #5 as a concrete sill beam Bar No. 5 reinfor5cing the ne Conc. Sill Beam 3000 psi 5. The Bottom screws to the sill of the windows, were installed 1 by wood buck and embedded into concrete 1-1/4".The concrete base beams and seal are f'c= 3000 psi Type "A" 1/4" Tapcon (fu= 120 ksi, fy =92 ksi) 2500 Parkview Dr. Apt. 1221, Hallandale Beach, Fl. 33009 Ph: (786) 252 2131 albertocardonapeagmail.com ALBERTO CARDONA P.E.P.A. Consulting Engineers 6. The top screws and the Lateral at the Existing Wood Beam and wood columns, were W Dia. By "Elco" (fu =177, Ksi =155) into Wood Structure with a Min., Penetrationof 1 3/8" 72" 3 1/2" MAX. HEAD /SILL CORNERS i WINDOW WIDTH 4" 4 I I I I I I e :-.==1T-7.7.1. _ =_ I' I II 1 (] ® II II II I 11 I I I I I I I I I = B I /. t // I I cI I I I = =4_ 7--:- 1 1! / { I .1/ - Ir -."7-1= I II II II II _,____I_ I I - FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 31 1/4" O.L. OPG. 35 3/8" VENT WIDTH 32 3/4" D.L. OPG. 2500 Parkvlew Dr. Apt. 1221, Hallandale Beach, Fl. 33009 Ph: (786) 252 2131 albertocardonape @ gmall.com ALBERTO CARDONA P.E.P.A. Consulting Engineers 7. The Frame was Shimmed as shown below: TYPICAL ANCHORS SEE ELEV. FOR SPACING 8. The glasses Installed are type "B" with a load capacity of +80.0, -90.0 9. These windows are rated for large & small missiles impact, Shutters are Not required. 10.The System installed can support a minimum wind load of +80.0, -90.0 (Min. 80.4) psf. And the Calculations have a result of a maximum requirement of +62.99, -68.32 psf. After observing the windows and doors installation of this project, I can certify that, to the best of my knowledge, belief and professional experience, this installation is in compliance with the requirements of the Florida Building Code 2010 edition and all of its amendments, and with the rules and regulations of the City of Miami Shores I, Respectfully, request that the installation be accepted and the job approved by you. Very truly yours, Alberto Carden P.E. Consulting Engineer. /3 2500 Parkvlew Dr. Apt. 1221, Hallandale Beach, Fl. 33009 Ph: (786) 252 2131 albertocardonape(dgmall.com 5\ 1, 3 `%•1111 P a alb WO • Ile Cii CC Y ENGINEERING: ALBERTO CARDONA P.E. LTC: 17138 8246 S14 181 AVE. POOROKE P625 CELL (78) 252 2131 E-YAB. ALERTOCARDOMMOOLCCM RECz JAN 1 4 3': 3UDG DEFT AU._ SUBJECT iO Cr.NIPUfpICE WTTI -1 A 1 4S STATE Wu �J1jN � h � a, GENERALCONTRACrOR All Construction Systems, Inc. COC 1 506071 845 YANOA 1F78iACE 11:STON, FL 33327 CELL: (954) 883 2078 E-MN ACSOYYACC/ET PROJECT NAME: WINDOWS & DOORS REPLACEMENT OWNER NAME: JOSE & MARIA BONAU BUILDING DEPARTMENT PROJECT ADDRESS: CITY & ZIP CODE: TYPE OF CONSTRUCTION: OCCUPANCY CLASS: CITY OF MIAMI SHORES, FL. 1250 NE 102nd. STREET MIAMI SHORES, FL. 33138 SINGLE FAMILY RESIDENCE S.F.R. LOCATION MAP N.T.S. SITE MAP N.T.S. PAGE No. DIMING No. CONTENTS: 1 CP COVER PAGE 2 A -01 EXISTING CONDITIONS — DEMO TION PLANS A 02 P POSED OOR PL AND EL ATION 4 S -01 STRUCTURAL DETAILS SCOPE OF WORK: IT IS PROPOSED TO REPLACE THE EXISTING WINDOWS AND DOORS FOR HIGH IMPACT ONES. SOME EXISTING SLIDING DOOR WILL BE REPLACE BY HORIZONTAL WINDOWS, THE OPENING SIZES WILL BE REDUCED, THEREFORE, NEW LOW SILL PARAPETS IN CBS WILL BE REQUIRED. HE EXISTING WOOD WALL STRUCTURE WILL KEPT AS EXISTING GENERAL NOTE: AS PER NOA: 13- 0328.11 PRODUCT FITTED WITH BUMP THRESHOLD MEETS THE WATER INFILTRATION REQUIREMENTS FOR HVHZ H 0 w 0 cr a W 0 2 1a z O m W O 7 LOCATION: 102 Street w z co CV Li 0 rr Li 0 0 C DRAWING No. PA9E No. 1 /3 r•.■••■••■•■•■..■........•......11111111m- -.11•1■1•111111••111••IMMIM•IM•1111111•1111111111111111111111111111•■.-. ....ill•IIIMI••II••I•ME•II•••••IIIII••I111•111•1111111111111•11•11••1•M1111•111•11h. _ .....1111111111MIIMMIIMIINIMIIMII•11111111111111111•1111IMINNIIMIIM1111•1111•11•111Wrilliln -ain•Ini7..ffil•ilI•1111•M•M•1111•1111•1M•1•1•11ONIMEM•MNIMIMM•M•M•M•il.n.i •IN• lout -.01110111•M1111•1111:7•1111•11••■••1111MIIIIIIIII•NIMIMMEN••11•MI•MI•MINEBIIMMINI•M••1111•MIIIIMI•ENII•li.. ..moimammos1.1101:7■11111111111111•111•1111111111111110111111111111111•11111•1111•1111111111111111111•1111Wniolli Rim mein. I mii 1 IN am mos sum Rms. :MM•INI•IMIIIM•11111111•EIMMIM•1111111111111111111111111111111.7,-.1 ei•Miziols IN • Imo mum mi•■■• I.- ..• • 12-0221.05 12-0221.05 ■IldoUT•li • imo oni am MI NM OEM MI NE 111 CBS SILL PARAPET II NI._ ...11,1111111111111111111111111111•11M•IMMIIII•1•1111MNIMIllon. ........■■,...-_,Millaril-11-111-1•11/1111111•11••11111111111•1111111111•1111•MILMI•111111111111•11•...._ -.1111M1Er.....111M11111111111•1111•111•111=11111111•111•11111111111111111011=11111111111111111111111•1111=1._ ..1111MMI.7.".111•IMIIIIIMBIIM•1•111•11•1M•IMINIM•IMMIM•IM•IMMIN11111111•11•111•11111•11•11111111111111..- .../11••1111...!:•INIIIMONINIIIIIIIIIIMIIIIIIAMP•IMINIMM11•1111111MISM111•1111•11111•111811111111•111111W11111•1111111•1118.,„ ,a0111111.0!Ii11111111111•111M111•111111•111111•1111111101111111111111•1111•111111111111111MININIMIIIIIIIIIIIIIIMINIIIM111•11111•111111111111111.. ONORTH ELEVATION SCALE: 1/i6-1'-0. CDWEST ELEVATION SCALE ifor-r-e• - Mb .,■••■•■•mammonmimm•mnisinamonam..- -.11•111111•1111111111Z.MIIIMMIMMINIWOHMOMMIMEM.- ....■1111111111111•• 11111•11111•1111111111111111111111111MMINIMINMEMM... ,....inuan• mica ommi•Imri is• min •111MMIN•1111111111111•11.■:M•MMOM•I•OMMI••••1•1..- ,•11•111111111111•1111111111•2111•311 ••111111111111111111111111M•111111.:71111••1 ••1•1■••■•11111•II•111111..- -,./11•111•11•111 .,---mmunimmummemomnamoo..- •.3..1.•1..1.•1•NI•ommin.:±110.1•01mmumum•••iumni.- ......somen•vmsoisismosms•masEsim NE la Emus aim o• • _. I= I im II ami minim Imumumt iimmi NI I mull slim; ■•••••■•••■•■••■■•■■•■•••=1111 •11■■■••■••••=1“w=gm• solal,1111,•11•11•1(101,0,0”■■■••••■■••■■■•••••■••••••••■••■••■•■■11.••■••■••11111■11111•11■11.11111.11.11•11.111111.1•11M•Mi. 6' I irrIrr I r11111,1,1•11111 trercii';' EDI IT',1;17:1 -1171111•11?"111;111 , .11111111111111111.1111111Era,■■■■•.MINWPAMMIM • kr:= • le '11 ..1.,-...1111•1111111111111111111111•111•1•11111111•1MO111111.- -•...7.11•11111111•111111111•1111111111••11•1•1111MIUIN•1.111111-zr----------- -- I,. uu i I - uu.uu.uui. .iiu - ha tiosimmemicmilwitaolosur.. -10f.7 • • 1111111111111111111111111•111• IN • IL • II NMI II II I III MIMI. III MI 11111111111•11111111111111•11•1111••1111111111• ,...-00,....111111111111MlawimilMI1111111111•1111111111•111111• snag mi1i11...11 imly - uii amiali !Muma 0111•111M., ..,...-......^:“111•1111111•111111111111111111.11111111..11•1111f MINNIIIINIMIIIM•11111•11111•/111111111111•11111111•1•11111111111111111111•111111•11•11111•11111•11111M•1111•1.... Ti SOUTH ELEVATION SCALE: 1/18"..1 1-1 1>Mk tICIA OEAST ELEATION SCALE 1/18.4-0" WINDOWS & DOORS SCHEDULE cA)5 SIZE MARK WIDTH HEIGHT QTY TYPE MATERIAL NOA A B 01 C E 74" 70' 70' 53" 37° 02 F 0 H 19' 33* 53° 53" 74" 111° 38' 83° 80" 38° 38' 38' 82' 83° 19" 50' 38' H/R(X0) 4.11MIMAI/GLASS 2 2 2 1 H/R(X0) 311MXIJWW8S 1051 PLUMNUM/GLASS H)((0) All88NLMAX/68 H/R(X0) ALUMINUMALPES MOE 1180 AUJINNUMUSS 1 1818 002 PLUMMUMAUSS 2 H/R(X0) ALUMINUM/CUSS 1 PICTURE ALUMMUMMAS3 1 H/R(X0) OLUMINUMAIASS 1 HMCO NIMINUIVIIIES 12-0221.05 12-0221.05 p.s.f. NOA +80. -90.0 +80. -90.0 p.s.f. WIND LOAD +62.99-84.33 +8t99 -8832 12-0402.03 12-0221.05 1 2-0221 .05 12-0223.24 12-0402.03 12-0221.05 13-0208.05 12-0221.05 12-0221.05 +70.0 -75.0 _ +80. -90.0 +80. -90.0 +75.0 -90.0 +70.0 -75.0 +80. -90.0 +80.0-90.0 +80. -90.0 +80. -90.0 +80.98 -88.32 +82.99 -88..n +62.99-68.32 +82.99 -68.32 .„„ • to:sec • NOTES eihe■- HIGH IMPACi HIGH IMPA: • - HIGH IMPAde ° 161 HIGH. IMPACW it,verr. HIGH IMPACT% lieCattate-s* •"1"" 0 • .e ;41' c_All HIGH IMPACT of, . -- 00 44" ,0, • +60.68-68.00 +82.99 4832 +82.99-84.33 82.99 -88.32 +8238-68.32 HIGH IMPACT HIGH IMPACT HIGH IMPACT HIGH IMPACT DEMOLITION FLOOR PLAN SCALE 3/32%.1.-0* I- 0 0 0_ z 0 III t.Z 'l[.PA 25' E 102 tree E'�:121 1 2 DRAWING No. A142 PAM*. 3/3 3/3 ) . I::.■•1■ ■I.II.II ■II ■•.■II•IU••I ■II■I►...._ .I::...1■II■II.II■I IIIIIM I■ II ■II ■II ■II ■II ■II ■II ■II ■11■..�. ....I.. III. LL.. LILL. ILI LL.IL.1..LILILL.ILO -• I..I,1..- I ■I ■I _.1..1..1 r.,_. ,.L ■ 1►_•. II■ II■ II■ II■■ 1■ II ■II ■II ■II ■II ■II ■II ■ /I ■II ■II ■I ■ ► .1 •nomil .w........1 I■.L... .Ir.I ■1I ■.I ■....I ■.I ■II.INSIWni •mild l.u...11w . x.!11111111111..• .. 11 II. O .II.II.I1.II.II.ILIIIII.1101II/ C:.11. 11111.11.11.11.11.... OA 12- 0221.05 7► , 12- 022115 riSCPAIRI!ICS6Fi NEW CBS SU. PARAPET j O NORTH ELEVATION SCALE: 1/18".1' -0' .1..._ -.4111111111111M...- . ■1. ■1■ ■1•1•1.•1._ _••1.• ■I ■.11 ■I■ •11111. •11.... .111111! 1I 111 F 1111111111111.. X11. ■1•1 ■1.11. •1. •1..1..1..1..1.!1._ ° t% �lfRtUll�.■ U1I1. 11.I■11•1.1..1.I111.111.1.1�•�� . Y�l�Iil♦1: i1ii1uu.1u •I un.11.u1u.lu 111 TIVT 11I=IT 11 0 II�=- tl. ■1.11. ■1.•1. ■LUt•11.LI1. .1..1..1.11.11.11.11.11.11.•11_ /�� ■1 /I�° 11111.11• ■11.1111 ■ ■11 ■1. ■I ■11.. LIP ■. ■■ 1111. ■1l ■1 ■ ■I• •111 ■11.1.11•. U _ MARK A SIZE WIDTH HEIGHT 74° 38° WINDOWS & DOORS SCHEDULE QTY 4 TYPE MOO MATERIAL u a1/aAss B 01 C 0 E 02 701 70° 53° 37° 19° 33" 63° 80° 38° 38° 38° 82° 3 2 2 2 1 H/R(X0) RIO 5001 H /R(X0) H /R(X0) 941E OM 16189 0001 X151119111/01/69 ALIIIIN 0I/dAM NOA 12- 0221.05 12- 0221.05 NOA +80. -90.0 WINDp.s.f. LOAD +82.99 -84.33 %400. iii + •� Z i▪ o 441 troC.'11 • • r � �r"1 :z • r Q NOTEi' °?: k.) \v„,,1 +80. -90.0 +8289 -8822 !V /GABS AL NI19 /BASS A /O.ASS ALl9110111 /OIASS 12- 0402.03 12- 0221.05 12- 0221.05 12- 0223.24 12- 0402.03 +70.0 -75.0 +80. -80.0 +80. -80.0 +75.0 -90.0 +70.0 -75.0 +698 -88.32 ` +8299 -88.32 +62.98 -88.32 +6298 -88.32 440.88 -66.00 F 53° 63° 2 H/R(X0) ALLemum /cuss 12- 0221.05 +80. -90.0 +82.99 -88.32 G 53° 19° 1 PICTURE ALtMNI0I /QASS 13- 0208.05 +80.0 -90.0 H 741 50" HJR(X0) PLUNIN 01 /9UISS 111° 38° 1 H/R(X0X) 14L118991 /BASS 12- 0221.05 12- 0221.05 +82.99 -84.33 +80. -90.0 +80. -90.0 82.99 -88.32 +62.99 -88.32 HIGH HIGH I HIGH I HIGH IM' HIGH IMP HIGH IMP HIGH IMPACT a HIGH IMPACT HIGH IMPACT HIGH IMPACT HIGH IMPACT `1 I • • BACK WOOD TERRACE " 70" 5" 70" <NOA: 12 Melo OA: 12- 8 �la(L]Y711 :1/ NOA: 12- 0402.03 (E 2 2•x0" wa O WEST ELEVATION SCALE: 1•18°_•1 -o• . III ..,....U.U.U.... °........._ .I:II_1111...1� I1O1II1I11111.I./1.I1 ►. ■ I..1.11.11.11 •1.. \II ■II ■ ■1■I11I1■II1I11I1 ■..., •li.U. urn. u•1 U. u.:7.1IUIIr1I ■1I■IIr1I■1I.IIr._ I 1.11.11.11.1 1.11.11. . ii. • • 1.1... 1 mum • l ■ ■ L 11.1I r 1I •111.:-.1 '. ■I ■II ■n.n■■I■■1■n■.._ ■ U■ u. u■. 1. n.■•. U■ U■ U■ U. 1Ui ..:...LU.II.IUU.II■II■II.I■r._ •U1111111 1111111111711111111111 .111111•1117 11II1II.I1.II11I1II.I1..1�_ l•■ u...• 1 ..1.■111111I.11111mu.u.•I.u. •11■ 1111 1. 1. .:7•II.I11IISI1■II1I1■II ■I! ■.. - UU1 ■11. 111..1■.1l.Il.■1111UI1.1.. I1.•1U711111.I1.I... -. OII.II.II.II.II II■II■IIU. KITCHEN MASTER {BATHROOM LAUNDRY l�■Il - �� IlibI 'iii! ` ail' �. 11 dill Lo COLUMNS O 18• .1 •.•• s• y!•a.11al•ULlla L■I.1I..1.1I� :UUn.uUIIUlI.1U U 1111.11. nu•._u �.- -_!� -_ - ..--- - - - - -- .•�? •I� Un1U•.i-luUUIUII i-UiIUiuiIluwi UUI UIU •-UU11•1U•�u�%1UUI�. 1 %'innIII _n.u.IU_n1_n •11U 11■I■U111 ■1• ■ Now 1■ ■l• 1IIUIUIU U UIUUII. 1 II •1•_ !:iiUIUI •1�•Iii UUI 1i -UIUI •1i UUIUUI•IIUUI •15.•1•15 .i•.i •SIUII� 1IIU •1 ••■�_ FIST. CONC. :1A O SOUTH ELEVATION SCALES 1/16' ■r -0" / BEDROOM / #3 JJ V 12-0711.05 P021.05 OA: 12-0221. zo a. • SCALE: 1/18" -1'-0" 65' -3" DEMOLITION FLOOR PLAN SCALE: 3/32" .4-0' a 0 O 0 01 U 0) C a O S- cS 0 1- U W 0 0 W 0 3 0 m W 0 7 0 I�lAlino13 cc 5 Ei DRAWING No. , A-02 Z CO 0'� PAWS No. TYPICAL WINDOWS ELEVATION SCALE: N.I.S. o. WOOD BUCK 65-3" P.T. W 88" (F)7 "x6" BACK WOOD TERRACE STUDS 016" O.C. 30' -8" (F) coNC. COLUMN • 1, 70" i "x16" WALL ff 70" ?5" 70" 5" 70" BACK WOOD TERRACE 8 "xR "x16" 63" CBS O�ALL 53" 5 TYPoAAL AWOAORS FO SANG TYPICAL WINDOWS INSTALLATION SECTION SCALE: N.T.S. OSECTION SCALE: 1/4 " -1'-0" NOA: 12 -0 21.0 \ 4; NOA: 12 -0 • COLUMN 12- 0402.03 EXIST. 1 i11111111111i1. III • - rnmIt rni I IIAAI "No 40`NVIIu • tiroft • 17 eav $1 I NOA: 12 LIVING ROOM )221.05 (E)(2)2 "x6" P.T. COLUMN 1111III III 11 •11111! NOA: 12- 0402.03 C'BS WALL CBS ,WALL CBS 8'WALL \ In 6' -0" 4' -10" 1 21 ■II■ 3' -9" --Nam TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1 /4" DIAL TAPCON BY 'ITW' (Fu ®120 KS1, Fy�92 KSI) 1/4° DIA. ULTRACON BY 'ELCO' (Fu'.1f KSI, Fro 155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 B BUCKS INTO CONC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1--1 /4" MIN. EMBED INTO CONC. OR MASONRY _...: ■. _.1. ∎ °. ••...11.1.∎ ...11.11.u0u1. u.11.r1.11.11.11.11.111.- _•n ••i>1wu1umm um►-∎1 11- 11.11M11.11.it1.lil.11.r.-. t1 ■■1■ ■111111 ■1 ■■1■ ■1■a.:! ■llNIl1 ■11111�11.11'11■t111.� .1:11.11.11.11.11.11.11.7.11 ,..1.11.1,. r.r.11.11.11..1 °r X11.11.11. ■1.11.11111.11.■ MINI.n�•ZI11 X11 •1•1,.111•1•111.•1.•1.•/�r.,_ �7i1r111n.n1O111 ■11■ ■1111.11111■ 11111 ■:! \11 •1111•111111111.11111111.... A.11.11.11. / 1. 11. 11. 11. 11. 11. 11. 1. 11. 11. 11. 11:.! 1J •'11'.'11.11.11.11.11.11.11i._ X11■ 11.11.11.11.11.11.11.11.11.11.■ ■■ 1.111. ■1111.■{.■.<11.1111111.11.11.11 ■11111 ■11., .111111111■ 11111111111111111. 11111. 11111. 111111 / ■1/11111III•05 ■11,111 111111111111111.1 ■ ■s. ■ psi =i��iii ■u11� ∎• =10 m ias�iii�i�i�i•�i•�i�.mioii •mismioromm1�w �m.��°��° •∎1 ••.1•�1 =- � •Mii r►_. N SOUTH WALL FLOOR PLAN SCALE: 3/18" -1'-0" ./'' GA AGE NORTH WALL FLOOR PLAN SCALE: 3/18"-V-4' ism siiiirfr11',' r,1111111111 IRPI'EEPPI ildsliIT',''�1 ;r II111!Rlielsr"mlgq !! wg 1.k OSECTION SCALE: 1/4 " •1'-O" COLUMNS ® I8" avMN. GWOR w_ 1,faL�AI i i , ��. «_. , . "r4 ?q it ..L CONCRETE FOOTING <INIk 12-0721 M EXIST. CONC. COLUMN 6.98 033 9LL PARAPET OSOUT3 H EL VATION SCALE: 3/32' -1'-0" f • .. 0 g 0 C co a 0 -/ 141 gr !hi ICJ ' z 0 ui m 0 vi Z 0 F U 0 -J 102 Street LJ 0 LC) SHEET TITLE: STRUCTURAL EXTERIOR WALSS DETAILS DRAWING No. soy PAGE No. 6/6 Alberto P.Z. LI"., TYPICAL WINDOWS ELEVATION SCALE: N.T.S. 11 P.T. BACK WOOD TERRACE 30' -8" - 0221.0 :1i'i Vii;is - - ---I ii7 ^ri,r COLUMN \ NOA: 12- 0402.03 16 "1 6 LIVING ROOM NOA: 12 11221 15 (E)(2)2 "x6" P.T. OLUMN Wei .,;,,; t,.:� _ um' i NOA: 12- 0402.03 / / / I CV SOUTH WALL FLOOR PLAN SCALE: 3/18 " -1'-0" /// GARBAGE / 2 "x6" P.T. (2)2 "x6" 6 WD. STUDS P.T. WD.COLUMNS V ?i!i i!Pc% TYPICAL ANCHORS SEE ELEV. FOR SPACING ND00 BUCK TYPICAL WINDOWS INSTALLATION SECTION SCALE: N.T.S. OSECTION SCALE: 1/4 -1'-0" ®SEC11ON SCALE: 1/4` -1' -0" \ 6' -0" 4' -10" " 4' -10" A:- T2 - 0221:05- 3' -9" TYPICAL ANCHORS; S E EI.EV. FOR SPACING 1/4" DIAL TAPCON BY ITV, (Fu =120 KSI, Fyp92 KS!J 1 /4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSl, Fy! 18 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY / I / I / 1 / NORTH WALL FLOOR PLAN SCALE: 3/18".1' -0" 01 Miami Shares ViiWage PPOaa"E) BY ! DATE 70+P'I° a DEPT D ;DFPT ;! IHJECT TO COMPLIANCE WITH ALL FEDERAL • AND COUNTY RULES AND REGULATIONS .t!n.u!n.7..I1211N 11•1111•1i1•11'•111N1II111116.- �1•Nosoi'liiummiI•ii1i� Y:iui �i�'�N 11 •� i�Niii■. ./x11!11!11!11!11111111!11!11 .'1 •111�11 1111111111 •111IN11NN11111.._ >. ~ �... �11l 11l 111 11l 11l 11l 11l 11l Ill 11l11l11l11l11lIIC.1l11N111�'11 N111 N11111118IN111� ■! ■MIINI■NIIMIII■IIIII1IM1 ■ ■II ■II.11 1■■ II. ONIII.1■■ II■■ IN1M■■ 1 \IINNII.NIINNI01111NN11Nl1N'!1� \s ._�:��•I Pa:RS:1�: �•I- �: �:��:1 11 �i��: �1lUl11l11l =� -:t1 1l i1Z •1�11A♦''111111111EnOMME11 .111h1 •lillii1ir r :111■! 1 -,ritMIT1 Q ill r all1SI1!"'I161iT'Sr 1p011191'1115 ' Tn I- 0 w O cc 0 2 z 0 W 0 O 7 LOCATION: 6 to 4) c L CV LJ Z O N SHEET TITLE: STRUCTURAL EXTERIOR WALSS DETAILS 11,04.16110911MAL.1111 11.111,11.6.101.7719M !MEM mommemmaimillilVaNMPrINKU1111 - 24 CONCRETE FOOTING / DRAWING No. :,. EXIST. CONC. )SOUTH ELEVATION SCALE: 3/32" -1'-0" Z CO O PA No. 6/6 Ho CDC !ice! - --- -_`_ --- + � 8 _ li li i� X17,11 ...+.0.+=. 111=111 1! I. __,i_ II i. . 11 '1 'i 111 17, I ©�I _-4L.: IT "I =-___ #_ _ FALSE WNUNS' (SURTCEdf& 31 we 34 3/4« ES ICU O.L. OPG. 38 3/8° DA. CPR TYPICAL WINDOWS ELEVATION SCALE: N.T.S. 11 P.T. BACK WOOD TERRACE 30' -8" - 0221.0 :1i'i Vii;is - - ---I ii7 ^ri,r COLUMN \ NOA: 12- 0402.03 16 "1 6 LIVING ROOM NOA: 12 11221 15 (E)(2)2 "x6" P.T. OLUMN Wei .,;,,; t,.:� _ um' i NOA: 12- 0402.03 / / / I CV SOUTH WALL FLOOR PLAN SCALE: 3/18 " -1'-0" /// GARBAGE / 2 "x6" P.T. (2)2 "x6" 6 WD. STUDS P.T. WD.COLUMNS V ?i!i i!Pc% TYPICAL ANCHORS SEE ELEV. FOR SPACING ND00 BUCK TYPICAL WINDOWS INSTALLATION SECTION SCALE: N.T.S. OSECTION SCALE: 1/4 -1'-0" ®SEC11ON SCALE: 1/4` -1' -0" \ 6' -0" 4' -10" " 4' -10" A:- T2 - 0221:05- 3' -9" TYPICAL ANCHORS; S E EI.EV. FOR SPACING 1/4" DIAL TAPCON BY ITV, (Fu =120 KSI, Fyp92 KS!J 1 /4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSl, Fy! 18 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY / I / I / 1 / NORTH WALL FLOOR PLAN SCALE: 3/18".1' -0" 01 Miami Shares ViiWage PPOaa"E) BY ! DATE 70+P'I° a DEPT D ;DFPT ;! IHJECT TO COMPLIANCE WITH ALL FEDERAL • AND COUNTY RULES AND REGULATIONS .t!n.u!n.7..I1211N 11•1111•1i1•11'•111N1II111116.- �1•Nosoi'liiummiI•ii1i� Y:iui �i�'�N 11 •� i�Niii■. ./x11!11!11!11!11111111!11!11 .'1 •111�11 1111111111 •111IN11NN11111.._ >. ~ �... �11l 11l 111 11l 11l 11l 11l 11l Ill 11l11l11l11l11lIIC.1l11N111�'11 N111 N11111118IN111� ■! ■MIINI■NIIMIII■IIIII1IM1 ■ ■II ■II.11 1■■ II. ONIII.1■■ II■■ IN1M■■ 1 \IINNII.NIINNI01111NN11Nl1N'!1� \s ._�:��•I Pa:RS:1�: �•I- �: �:��:1 11 �i��: �1lUl11l11l =� -:t1 1l i1Z •1�11A♦''111111111EnOMME11 .111h1 •lillii1ir r :111■! 1 -,ritMIT1 Q ill r all1SI1!"'I161iT'Sr 1p011191'1115 ' Tn I- 0 w O cc 0 2 z 0 W 0 O 7 LOCATION: 6 to 4) c L CV LJ Z O N SHEET TITLE: STRUCTURAL EXTERIOR WALSS DETAILS 11,04.16110911MAL.1111 11.111,11.6.101.7719M !MEM mommemmaimillilVaNMPrINKU1111 - 24 CONCRETE FOOTING / DRAWING No. :,. EXIST. CONC. )SOUTH ELEVATION SCALE: 3/32" -1'-0" Z CO O PA No. 6/6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 199715 Permit Number: WS -9 -13 -2153 Inspection Date: June 23, 2014 Inspector: Rodriguez, Jorge Owner: BONAU, JOSE AND MARIA Job Address: 1250 NE 102 Street Miami Shores, FL 33138 -2618 Project: <NONE> Contractor: ALL CONSTRUCTION SYSTEMS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050250030 Phone: (954)663 -2078 Building Department Comments REPLACING 20 WINDOWS WITH IMPACT WINDOWS STOP WORK ORDER PLACED AS PER BLDG INSPECTOR JORGE 11/6/13 Infractio Passed Comments INSPECTOR COMMENTS True Passed Inspector Comments ra Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 23, 2014 Page 1 of 1 ALBERTO CARDONA P.E.P.A. Consulting Engineers ENGINEERING STATEMENT OF WINDOWS INSPECTION October 30/2013 BUILDING OFFICIAL City of MIAMI SHORES Building Department 10050 NE 2Nd. Ave Miami Shores, Fl. 33138 RE: Project Address: 1250 NE 102nd. Street, Miami Shores, FL 33138 Owner: Jose Bonau Project: Permit: Windows replacement WS -9 -13 -2153 Contractor: All Construction Systems Dear Building Official: As the requested as the contractor, I, Alberto Cardona, inspected the windows and front doors Installation, and I observed the following: 1. The Aluminum Frames came from the manufacturer with open holes to insert the screws as per the NOAs specified in the plans specifically plan No. A- 02(12- 0221.05 for Windows and 12- 0402.03 for Doors) 2. The sill of the windows were done with CBS walls as per the detail shown in page A- 02 NEW H/R WINDOW VERTICAL #5 REINF BAR ®24" O.C. EMBEDDED 6" W /EPDXY 0 CONC. BOTTOM BEAM EXISTING W NEW CONCRETE 3000 psi & 1#5 REINE. BAR NEW CBS EXISTING CBS WAL EXISTING CONC. FOOTING • 5 SCALE: 1 /4" =1' -0" 2500 Parkview Dr. Apt. 1221, Hallandale Beach, Fl. 33009 Ph: (786) 252 2131 albertocardonape@gmail.com SECTION DETAIL ALBERTO CARDONA P.E.P.A. Consulting Engineers 3. The bars inside the CBS blocks were No. 5 inserted in the concrete footing with epoxy VerticalBars No. 5 Embedded 6" Into Concrete Footing @ 24" Epoxy Filling holes 4. The top of the CBS was done in concrete 3000 psi with a bar #5 as a concrete sill beam Bar No. 5 reinfor5cing the ne Conc. Sill Beam 3000 psi 5. The Bottom screws to the sill of the windows, were installed 1 by wood buck and embedded into concrete 1 -1/4 ".The concrete base beams and seal are f'c= 3000 psi Type "A" 1/4" Tapcon (fu= 120 ksi, fy =92 ksi) 2500 Parkview Dr. Apt. 1221, Hallandale Beach, Fl. 33009 Ph: (786) 252 2131 albertocardonape@gmail.com ALBERTO CARDONA P.E.P.A. Consulting Engineers 6. The top screws and the Lateral at the Existing Wood Beam and wood columns, were 14» Dia. By "Elco" (fu =177, Ksi =155) into Wood Structure with a Min., Penetrationof 1 3/8" t(p 72" 3 1/2" MAX. HEAD /SILL CORNERS r WINDOW WIDTH 14"r T I I I I 1 A It I _ - = = I' II 11 I I =_ ;= I I I 1I I I _ Ti= __= = 1 1 II II II _ - �I _ ^jl '� II I _ 11 I - - II - B I /. 1 i 1 _ I - -f� �li / _ II G iI / ,, /, :::-..2-_, i .� i lI II 11 II i I it it ___ =_s_ II II FALSE MUNTINS (SURFACE APPLIED) MAY BE USED I 1 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH 32 3/4" D.L. OPG. 2500 Parkview Dr. Apt. 1221, Hallandale Beach, FL 33009 Ph: (786) 252 2131 aibertocardonapeagmaiLcom ALBERTO CARDONA P.E.P.A. Consulting Engineers 7. The Frame was Shimmed as shown below: 8. The glasses Installed are type "B" with a load capacity of +80.0, -90.0 9. These windows are rated for large & small missiles impact, Shutters are Not required. 10. The System installed can support a minimum wind load of +80.0, -90.0 (Min. 80.4) psf. And the Calculations have a result of a maximum requirement of +62.99, -68.32 psf. After observing the windows and doors installation of this project, I can certify that, to the best of my knowledge, belief and professional experience, this installation is in compliance with the requirements of the Florida Building Code 2010 edition and all of its amendments, and with the rules and regulations of the City of Miami Shores I, Respectfully, request h t the installation be accepted and the job approved by you. +� Very truly yours ° cf4 M Na Al • erto Car Consulting En Mb *. 4.44L EN+ •� ?, 2500 Parlcview Dr. Apt. 1221, Hallandale Beach, FL 33009 Ph: (788) 252 2131 albertocardonape@gmail.com Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 -FBC BUILDING Permit No PERMIT APPLICATION Master Permit N ; / 3/�3 Permit Type: f BUILDING JOB ADDRESS: 1250 NE 102nd. Street City: Miami Shores Folio/Parcel #: 11 -3205- 025 -0030 Is the Building Historically Designated: Yes County: Miami Dade ROOFING zip: 33138 -2618 (NO) Na Flood Zone: OWNER: Name (Fee Simple Titleholder): Jose Bonau Phone#: 786 360 9779 Address: 1250 NE 102nd. Street City: Miami Shores Tenant/Lessee Name: Phone#: Email: State: Fl. zip: 33138 CONTRACTOR: Company Name: All Consttruction Systems Phone#: 954 663 2078 Address: 845 Vanda Terr City: Weston State: Florida zip: 33327 Qualifier Name: Daniel Acevedo phone#: 954 663 2078 State Certification or Registration #: CGC 1506071 Certificate of Competency #: Contact Phone#: 954 663 2078 Email Address: acs @myacc.net DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 18,500.00 Square/Linear Footage of Work: 2'200 Type of Work: DAddition DAlteration ONew Description of Work: 20 Wfxio tV /OOC /2 y ai// Windows & Doors Replacement [I:Repair/Replace) ODemolition Color thru tile: wwwww **0*0 *0* ****** * * ***** *** *******F ix**** ****a*************** *** *****wax *** * *** ** Permit Fee $ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Structural Review $ Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Technology Fee $ TOTAL FEE NOW DUE $ r Bending Company's Name (if applicable) Bonding Compn'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 Pi FCTRICAL 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 t absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged AllOr i.signattue Owner or Agent The foregoing instrument was acknowledged before me this' day of 09 , 20L, by 'o who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ,,�fINUHI Sign: d`+!!! rs ,e,„, .`. Print: My Commiss •1 My Comm. Expires Jul 18, 2018 .� commission # EE 200580 Bored Through National Notary Assn. APPROVED BY Signature Contractor The fore. • instrument w acknowledged before me is �- day of • ' i , 20 13, by 1P : IQ I (it- who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 0011111 WINN AtelIS So, »,, , Sign: ►= 4,) Print: _ . NOTARY PUBLIC ; - My Commission Expires: go Commission X ' ' 059 �Q. ' %ql•• • .. ��. op Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07110 /07)(Revised 06 /10/2009)(Revised 3/15/09) IVLami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: COPY OF QUALIFIER'S STATE LIC CARD X COPY OF LOCAL BUSINESS TAX RECEIPT X COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) 172_, _ COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: All Construction Systems BUSINESS ADDRESS: 845 Vanda terr CITY Weston STATE Fl. ZIP CODE 33327 BUSINESS PHONE: (j FAX NUMBER PHONE ( 954 ) 663 2078 QUALIFIER'S NAME: Daniel Acevedo QUALIFIER'S LIC NUMBER: CGC 1506071 E -MAIL ADDRESS (IF APPUCABLE): acs@myaccnet Created on 3119109 BY MLDV 1 RV 3126109 MLDV ACCT r) ® CERTIFICATE OF LIABILITY INSURANCE DATE 09/04/13 'Y) THIS CERT "TE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pottcyges) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER E & L insurance Services 1241 SW 27th Ave. Miami, FL 33135 Phone (305) 541-1002 INSURED ALL CONSTRUCTION SYSTEMS INC 845 VANDA TERRACE WESTON, FL 33327 Fax (305) 541 -0250 CONTACT ENRIQUE RUIZ NEo. Exn: (305) 541 -1002 ADORESS: FAR t rc. No): (305) 541.0250 eruiz@eandIinsuranas.com INSURER(S) AFFORDING COVERAGE NAIC S INSURER A • CNA ( CONTINENTAL CASUALTY COMPANY INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : ENDURANCE AMERICAN SPECILATY INS CO COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. i TR TYPE OF INSURANCE ADDL SWYD POLICY NUMBER (MMIDIDIVYYYYL (MM(DDIYYYYI • LIMITS B GENERAL LIABILITY COMMERCIAL GENERAL UABILT(Y ❑ ❑ CLAIMS -MADE ® OCCUR DI GENT. AGGREGATE LIMIT APPLIES PER: POLICY ❑ , ❑ LOC AUTOMOBILE LIABILITY El ANY AUTO _ ❑ AIIf ED ❑ AUTOS ❑ AUTOS ❑ ❑ A ❑ HIRED AUTOS ❑ UMBRELLA LIAB UOCcuR ❑ EXCESS IJAB ❑ CLAIMS -MAD N N CBC10001237401 09/07/2013 08/07/2014 L.,_I DED Q RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIErORIPARTN£RIEXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) tyes, describe under DESCR)PTION OF OPERATIONS below NIA EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED 100,000,00 PREMISES (Ea occurrence) $ MED EXP (Any one person) 5 5,000.00 PERSONAL & ADV INJURY $ 1,000,00900 GENERAL AGGREGATE $ 2,000,000.00 PRODUCTS COMP/OP AGO $ 1,000,000.00 GONIDSINGLE LIMIT ttE�a acox��dee BODILY INJURY (Per person) $ BODILY INJURY (Per accident) S PROPERTY DAMAGE Per accident) EACH OCCURRENCE AGGREGATE S S 4 31132669 11/01/2012 11/01/2013 ❑ OR YT ER TL S ❑ E.L EACH ACCIDENT $ 1,000,000.00 EL DISEASE - EA EMPLOYE' $ 1,000,000.00 EL DISEASE- POUCY LIMIT $ 1,000,000.00 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) CERTIFICATE HOLDER Miami Shores Village Building Department 10050 NE 2nd. Avenue Miami Shores, Fl. 33138 Fax: 305 -756 8972 CANCELLATION ACORD 25 (2010105) QF SHOULD ANY OF THE THE EXPIRATION DATE ACCORD AI WITH TH DESCRIBED POLICIES BE CANCELLED BEFORE T OF, NOTICE = B,DELIVEREDIN POLICY PROVISIO 1 1988-2010 AC • • ORATION. AU rights reserved. and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTE MONROE STREET TALLAHASSEE FL 32399 -0783 ACEVEDO, DANIEL FERNANDO ALL CONSTRUCTION SYSTEMS INC WESTON TERRACE FL 33327 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our barb�reerestabusinesses uraar� and they keep Florida's economy brokers, from Every day we work to Improve the way we do business in order to serve you batten For information about our services, please log onto wln myfloridallcense.com. There you can Ind more Information about our divisions and the regulations that Impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you betterso that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! a AC# 6271665 DETACH HERE (850 487 -1395 STATE OF FLORIDA $ 2 ? & GI & 5 '. DEPARTMENT OP BUSINESS AND PROPESSI3 Z REGULATION CCC1326888 113/18/12 110426475 CERTIFI ODF Q1NTRACTOR ACEVEDO, I�EF DO ALL CONSTRUCTION: SYSTEMS INC IS CEBTIFIffii under the provisions of Ch. 489 Fe ✓zspiratsoa date, AUG. 31, 2014 L12081501982 i THIS DOCUMENT HAS A COLORED BACK:GROQND Jd11GRQPRIN I ING'° UNEMAi.3,K!°f.PATENTED PAPER STATE OF FLORIDA g 17EE'�f RTVa5 tuG'TZO IiQDU3TRY L 3 B TioN SEO #L3.2081901982 DATE BATCH NUMBER LICiE 08)15/2012 110426475 _ :CCC13268 The ROOFING CONTRACTOR Nastiad below IS CERTIFIED Under the provisions of Chapter Expiration date: AUG 31, 2014 ACEVEDO,' DANIEL FERNANDO ALL OSTRUCTION SYSTEMS INC 845 A 'IEi;;RACP WEOTON. FL 33327 SCOTT VERNOR DISFaIAY AS REQUIRED BY LAW KEN !LAWSON SECRETARY g ter,-- .v7 k 115)S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301 -1895 — 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 Business Na me: ALL CONSTRUCTION SYSTEMS INC ReCelpt#:132-2FI2N2G6AHEET METAL CO Business Type: (ROOFFING) Owner Name: DANIEL FERNANDO ACEVEDO SR BusinessOpened:08 /25 /2009 Business Location: 845 VANDA TERR StatelCounty /Cert/Reg:CCC1326888 WESTON Exemption Code: Business Phone: 954 -663 -2078 Rooms Seats Employees 2 Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ALL CONSTRUCTION SYSTEMS INC 845 VANDA TERR WESTON, FL 33327 2013 - 2014 Receipt s10A -12- 00001632 Paid 07/11/2013 27.00 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, F L 33301 -1895 — 954- 831 -4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA:ALL CONSTRUCTION SYSTEMS INC Business Name: Receipt #:1 Business Type: G80- 226989 ENERAL CONTRACTOR Owner Name: DANIEL FERNANDO ACEVEDO SR Business Opened:oe /25/2009 Business Location: 845 VANDA TERR State /County /Cert/Reg:CGC1506071 WESTON Exemption Code: Business Phone:954- 663 -2078 Rooms Seats Employees 2 Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business Is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ALL CONSTRUCTION SYSTEMS INC 845 VANDA TERR WESTON, FL 33327 2013 - 2014 Receipt #033 -12- 00001209 Paid 07/12/2013 27.00 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ACEVEDO' DANIEL FERNANDO ALL CONSTRUCTION SYSTEMS INC 845 VANDA TERRACE WESTON FL 33327 Congratulations, . With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business In order to serve you better�i For information about our services, please log onto attcense,com. There you can find more information about our divisions and the dregulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is; license Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! D' AHHE (850) 487 -1395 STATE OF FLORIDA AC# 62 ?&8& EPARTIKENT IISINE88 141 PROFEBS.IQNA REGULATION CGC1506071 0815/12 110426479 CERTIFIEDACTOR ACE'#DO ALL CONST`Af Sit ' �+ INC IS CIERTXYZED under tha paovieioae of ch.489 FS fosisalioa date, AUG 31r 1014 L12081502133 TH!S DOCUMENT HAS A COLORED 'BACKGPOL Nfl •`NiIGRDPRLNING • LINEMABK' PATENTED - PAPER 718 STATE OF FLORIDA D8 '1 S"IR'QCTfi�i' ti II RFITE B TXO NUM ER LICENSE NBR DATE BATCH 08115/2012 110426479 CGC1506071 Tit . GENERAL CONTRACTOR Named. holey IS CERTIFIED Under the provision of Expiration date: AUG 31, 20 C 4, 1,3.2011115-02 3 ACEVEDO,. DANIEL :FERNANDO 84 5 V AA TERRACCE8 SANS INC WESTOIt FL 33327 ° DISPLAY AS REQUIRED BY LAW SAL D.L.T Window and Door Corp. 11500 Sw 181 Terr Miami FL 33157 786 230 4038 Fax [000 - 000 -0000] Jorgitocuban42@yahoo.com DESCRIMON Date: September 24, 20131 Sr: Jose 1250 Ne 102 Stree 786 360 9779 2 70 x 80 French /Door(XX) White/Grey Full/View Impact (Right) (Terraza) 3 70 x 63 H/R (2 -XO y 1- OX) White/Grey Full/View Impact 2 58 V2 x 63 H/R (XO -OX) White/Grey Full/View Impact 1 i 53 1/8 x 19 V2 Projected/Window White%Interlayer Full/View Impact 1 74 x 50 5/8 H/R (XO) White/Grey Full/View Impact 4 74 x 38 3/8 H/R (XO) White/Grey Full/View Impact 2 53 1/8 x 38 3/8 H/R (XO) White /Grey Full/View Impact 37 x 38 3/8 H/R (X0) White/Grey Full//View Impact 1 37 x 38 3/8 H/R (XO)White/Interiayer Full/View Impact 19 1/8 x 38 3/8 S/H White/Interlayer Full/View Impact 1 111 x 38 3/8 H/R (XOX)(1/4- 1/2 -1/4) White /Grey Full/View Impact 33 x 82 French /Door White/Grey Full/View Impact (Right) Lend time: 4 — 5 Weeks Nota : :La instalacion se paga al final, con el visto Sub bueno del cliente.y pasada la inspeccion. Total Tax sales Depos to:$6158.61 Total Instalat THANK YOU FOR YOUR BUSINESS! $11511.42 $805.80 $12317.22 $3370.00 613171,-z-. �VCTION S O4g Ci All Construction Systems, inc. Estimate - 845 Vanda. Terrace Cl Weston, Fl. 33327 Licenses: CGC. 1506071 CCC. 1326888 Phone: (954) 385 8504 Cell: (954) 663 2078 Fax: (954) 385 7261 e- mail: dnlacevedo@bellsouth.net Date Estimate # 8/14/2013 13 -307 Hamel Address Jose Bonau 1250 NE 102 Street Miami Shores, Fl. 33138 -2618 Project: Windows Replacement Owner 786 360 9779 Description tty Units Rate Total Building Permit Application 1 Un 400.00 400.00 Windows Location Plans and New Openings Walls 1 Un 450.00 450.00 Engineering Wind Load Calculations 1 Un 250.00 250.00 Runner - Expediter 1 Un 200.00 200.00 Windows Replacement Inspections- construction process 15,687 Un 0.10 1,568.70 Note it is not included the FEE required by the Building Department to issue the Permit - - Florida Homeowners' Construction Recovery Fund Payment may be available from the Florida homeowners' construction recovery fund if you lose money on a project performed under contract; where the loss results from specified violations of Florida law by a licensed contractor. For information about the recovery fund and filing a claim, contact the Florida construction industry licensing board at the following telephone number and Address: construction industry licensing board, 1.940 North Monroe Street, Tallahassee, Fl. 32399 We hereby propose to furnish all labor and materials , complete in accordance with the above specifications. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs be become Total $2,868.70 will executed only upon written orders, and will an extra charge over and above estimate. All agreements are contingent upon strikes, accidents, or CUSTOM txe tance P delays beyond our control. This proposal subject to acceptance within 30__ days and is void thereafter at the option of the undersigned. • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: [� 0 / 2/51- DATE: /0 /a 1r_ )kW /b1 ontractor ner Architect Picked up 2 sets of plans and (other) --- Address: /250 4/6 /02 Ace From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to c �, ue permitting process. Acknowledged by: PERMIT CLERK INITIAL. RESUBMITTED DATE: 10 I I g I PERMIT CLERK INITIAL: 06--' Iarni Ohores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit o: 1/S ! 3 - 2ts-3 Structural Critique Sheet Page 1 of 1 Nor 14-v IdWtD WnIJ1, ug.6 3 1t� use V [ -a cu,J g `' �ve_ W a KID t sP t f 7-c J yg 3 ( -p V e e y 2, S — w (ND r-/- c tkol STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mehdi Asraf 4 MecaWind Std v2.2.2.8 per ASCE 7- 10,x1 OCT 15 2Eb3 • Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 10/15/2013 Project No. :495 -32 -2013 Company Name :All Construction Systems Designed By :DANIEL ACEVEDO Address :845 Venda terr Description :Windows & Doors Replacement City :Weston Customer Name :JOSE BONAU State :Florida Proj Location :1250 NE 102 St. Miami Shores,F1 File Location: D: \All Construction Systems- ACS \ACS- Actives \Jose Bonau \BONAU Plans \BONAU MECA WIND LOADS.wnd Input Parameters: Directional Procedure All = 170.00 mph = III = N/A • 1.00 • 0.01 = 9.50 • 0.11 = 0.15 • 0.20 = 0.20 = 3.345 : 12 Ht = 14.55 ft = 19.10 ft Eave= 2.00 ft = 58.10 ft = 25.00 ft Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof RHt: Ridge Ht OH: Roof Overhang at Bldg Length Along Ridge Length of Hipped Ridge Heights Building (Ch 27 Part Exposure Category Flexible Structure Kd Directional Factor 1) C No 0.85 Zg = 900.00 ft Bt = 1.00 Bra = 0.65 1 = 500.00 Zmin = 15.00 Slope of Roof(Theta) = 15.58 Type of Roof = HIPPED Eht: Eave Height = 10.00 ft Overhead Type = Overhang Bldg Width Across Ridge= 65.30 ft Roof Slope on Hip End = 28.81 Deg ft ft Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zan 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B+Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.91 = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4 -1 Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area = 0.85 = 1.00 = 53.38 psf = 0.80 = 4074.61 ft ^2 = 0.80 MWFRS -Wall Pressures for Wind Normal to 58.1 ft Wall (Normal to Ridge) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Wall Leeward Wall Side Walls Cp Pressure Pressure +GCpi (psf) -GCpi (psf) -0.48 -0.70 -31.17 -11.95 -41.37 -22.15 Wall Kiev Km Kzt Cp ft qz psf Press Press +GCpi -GCpi Total + / -GCpi Windward 10.00 0.85 1.00 0.80 53.38 26.69 45.91 57.86 Roof Location Cp Pressure Pressure +GCpi(paf)-GCpi(psf) Windward - Min Cp Windward - Max Cp Leeward Norm to Ridge -0.48 0.02 -0.51 -31.39 -8.70 -32.75 -12.17 10.52 -13.53 )1 Hipped End (.00 to 7.28 ft) Hipped End (7.28 to 14.55 ft) Hipped End (14.55 to 29.10 ft) Hipped End (29.10 to 69.30 ft) Overhang Top (Windward) Overhang Top (Leeward) Overhang Top (Side Wall)(.00 to 7.28 ft) Overhang Top (Side Wall)(7.28 to 14.55 ft) Overhang Top (Side Wall)(14.55 to 29.10 ft) Overhang Top (29.10 to 65.30 ft) Overhang Bottom Side (Windward only) -0.90 - 0.90 -0.50 - 0.30 -0.48 -0.51 - 0.90 - 0.90 - 0.50 - 0.30 0.80 -50.45 -50.45 -32.30 -23.22 -21.78 -23.14 -40.84 -40.84 -22.69 -13.61 36.30 - 31.23 -31.23 - 13.08 -4.00 - 21.78 - 23.14 -40.84 -40.84 -22.69 -13.61 36.30 Notes - Normal to Ridge Note (1) Per Fig 27.4 -1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh *(G *Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Hipped ends considered as parallel to ridge for all theta. Note (6) Ref Fig 27.4 -1, Normal to Ridge (Theta> =10), Theta= 15.6 Deg, h /l= 0.25 Note (7) No internal pressure considered (GCpi = 0) for Overhang Note (8) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS -Wall Pressures for Wind Normal to 65.3 ft wall (Along Ridge) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Wall Leeward Wall Side Walls Cp Pressure Pressure +GCpi (psf) -GCpi (psf) -0.50 -32.30 -13.08 -0.70 -41.37 -22.15 Wall Elev Et Est Cp qz Press Press Total ft paf +GCpi -GCpi + / -GCpi Windward Windward 19.10 0.89 1.00 0.80 56.17 28.59 47.80 60.88 10.00 0.85 1.00 0.80 53.38 26.69 45.91 58.99 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(paf) Roof: 0.0 ft to 7.3 ft Roof: 7.3 ft to 14.6 ft Roof: 14.6 ft to 29.1 ft Roof: 29.1 ft to 62.1 ft OH Top : 0.0 ft to 7.3 ft OH Top : 7.3 ft to 14.6 ft OH Top : 14.6 ft to 29.1 ft OH Top : 29.1 ft to 62.1 ft - 0.90 -50.45 -31.23 - 0.90 -50.45 -31.23 -0.50 -32.30 -13.08 - 0.30 -23.22 -4.00 -0.90 -60.06 -60.06 - 0.90 -60.06 -60.06 - 0.50 -41.91 -41.91 - 0.30 -32.83 -32.83 Notes - Along Ridge Note (1) OH = Overhang, no internal pressure considered for Overhang (GCpi =0) Note (2) Ref Fig 27.4 -1, Parallel to Ridge (A11), h /1= 0.25 Wind Pressure on Components and Cladding (Ch 30 Part,l) All pressures shown are based upon STRENGTH Design, wit &- ±oad_Factor._0f 1 Width of Pressure Coefficient Zone "a" = = 5.81 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GOp psf psf WINDOW A WINDOW B DOOR 01 WINDOW C WINDOW D WINDOW E DOOR 02 WINDOW F WINDOW G WINDOW H WINDOW I 3.16 3.17 10.0 5 1.00 -1.40 62.99 -84.33 3.16 3.17 10.0 4 1.00 -1.10 62.99 -68.32 2.11 7.00 16.3 4 0.96 -1.06 60.98 -66.32 3.16 3.17 10.0 4 1.00 -1.10 62.99 -68.32 3.16 3.17 10.0 4 1.00 -1.10 62.99 -68.32 3.16 3.17 10.0 4 1.00 -1.10 62.99 -68.32 2.90 6.10 17.7 4 0.96 -1.06 60.66 -66.00 3.16 3.17 10.0 4 1.00 -1.10 62.99 -68.32 3.16 3.17 10.0 5 1.00 -1.40 62.99 -84.33 3.16 3.17 10.0 4 1.00 -1.10 62.99 -68.32 3.16 3.17 10.0 4 1.00 -1.10 62.99 -68.32 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd Alberto Cardona P.E. 17138 = 0.85 = 53.38 psf 1. DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) lEco Window, LtC 7-935-14W 7i Avetue Medley, FL 33166 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 PBRA - 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. PERA 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, arid has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ward - 20' Atuminurm Ilorinarital Rolling Window -1 L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Fca -Guard Series 200 Alum. Boris. Rolling Wdw. (L.M.Lr sheets 1 through 7 of 7, dated 02/24/09, with revision B dated 01/31/I2, prepared by Al- Faroroq Corporation, signed and sealed by Saved Ahmed, P.E., bearing the Hami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING•tLaarge and Small Pan& Impact ant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number precedal 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 hi 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 # 09- 0312.05 and consists of this page 1 and evidence pages E-1 E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sf Room 208 ', Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 /APPROVED! Vim NOANo, 12- 0221.05 Expiration Data May 27, 2014 Approval Data April 26, 2012 Page 1 S Ed) Windows *stems, MC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco-Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.L)" sheens 1 through 7 of 7, dated 02/24/09, with revision B dated 01/31/12, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1, Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- OS-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted wider previous NOA #09- 0312.08) 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane e Engineering & Testing, Inc., Test Report No. HETI- OS- 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.R. (Submitted under previous NOA #49- 0312.08) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. MIT-OS -2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- 031288) 4. Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- O8 -2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- 0312 08) E -1 NOA No. 12. 0221.05 Expiration Date: May 27, 2014 Approval Date: April26, 2012 Elm Windows Systems. LW, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTS (CONTINUED) 5. Test reports on:1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- 0312.08) 6. Test reports on: l) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared. by Hurricane Engineering & Testing, Inc., Test Report No. HETI -OS-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. • (Submitted under previous NOA # 0 9- 0312.08) 7. Test reports on:1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum ' horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- 0312.08) & Test reports on: l) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted wider previous NOA#09-0312.08) i TIONN- 1. Anchor verification calculations and structural and comparative analysis prepared by Al-Farooq Corporation, complying with. FBC=2a10, dated 01/27112, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Mimi-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel P Product Control E .,: °•a` NOA No. ; y 1- Expiration Dates May 27, 2014 Approval Date: April 26, 2012 E -2 Ego Windows Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemonrs & Co., Inc. for their `DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14117. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their *DuPont Buttacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under preview NOA#09 0312.O8) C. OTHER 1. Notice of Acceptance No. 09- 0312.08, issued to Eco Window Systems, LLC. for their ` Eco -Guard Series-200" Aluminum Horizontal Rolling Window.- L.M.I., approved on 05/27 /09 and expiring on 05/27/14. -3 Manuel Product Control NOA No. Expiration Data May 27, 2014 Approval Date: April 26, 2012 4' 111' WINDOW WIDTH 3 1/2° MAX. 3 t/2' MAX. HEAD/SILL O to 8/V Max. CORN RS 1 mA FALSE pMpNp�TINpS) :BtI1 L USED ECO —GUARD SERIES -20Q ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLUNO WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREM R EEN ({HE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LOADS TO YTRI Sk BE ANCHORED PROPERLY TO TRANSFER ANCHORS SHALL BE AS LISTED, !PACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEM/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.0.4. FALSE MU RIMS / MAY &I TYPICAL ELEVATIONS Or HEAT STREN'D. GLASS .050° I TERIAYER BUTACITE Pia BY 'DUPONT' I /B° HEAT STREN'D. GLASS 32 3/4° D.L. OPO. 38 7/B° VENT WIDTH I /B' HEAT STRE?N'S. GLASS .OSO° WTERIAYER SENTR GIAS BY `DUPONT' I/8' HEAT STREWS. GLASS 1 I 1 32 3/4° D,L CPO. SILICONE ¢¢ SILICONE COW SCS NCO F M OE DOW � d GLASS TYPE 'A' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT, REQUIRED. .• p rtOtLQe NO Date GLASS TYPE 'B' GLAZING OPTIONS • DEMON )AAD CAPACITY - PRP (110, ox 0R s BECK) WINDOW DID. A 5/0 AMP. CNN 0530'. 04!08 Typo 'A' ULAN TYPE '8' %M H 10a0NT EXT.( +) UL( +) INT.(..) m1r.( +) 84T.(-) 88 -1/' 9 4 70.0 80.0 NO 90.0 37° 28° 4 70.0 80.0 80.0 90.0 83 -1/0° (3) 5 70.0 00.0 80.0 80.0 74' 9 8 70.0 80.0 80.0 90,0 28 -1/2° 12 4 70.0 80.0 80.0 90.0 37' 38 -3/7* 4 70.0 80.0 80.0 NO 83 -1/8° (3) a 70.0 -180.0 80.0 90.0 74° 12 8 70.0 00.0 80.0 80.0 28 -1/2° 12 4 70.0 80.0 80.0 90,0 37' 80 -8/8° 4 70.0 80.0 80.0 90.0 23 -1/8' (4) 6 70.0 no 80.0 00,0 74° 12 8 70.0 NA 80.0 80.0 20 -1/2" " 4 70.0 80.0 80.0 90.0 37' 8 4 88.0 774 80.0 90.0 93 -1J8" 03) 8 70.0 70.0 80.0 00.0 74° 12 8 70.0 70.0 80.0 80.4 24° 9 4 70.0 60.0 80.0 NO 38° 9 4 70.0 80.0 80.0 90.0 48° 12 8 70.0 80.0 80.0 90.0 80' 12 8 70.0 80.0 80.0 90.0 7• 9 8 70.0 80.0 80.0 N.0 24" 9 4 70.0 80A 80.0 N.0 38° 12 4 70.0 80.0 N.0 90A 48" 12 0 70.0 no no 90.0 80' 9 "-0-- --70.0 -'-8O0 - 80.0 80.0 0 -. 0 . -8 70.0 80.0 I 80.0 90.0 24° 12 4 70.0 80.0 80.0 80.0 38' 12 4 70.0 80.0 80.0 80.0 48° 8 70.0 80.0 80.0 90.0 80" 8 70.0 80.0 80.0 80.0 72° 8 70.0 80.0 80,0 80.0 24° 4 70.0 80.0 80.0 80.0 38° 4 70.0 80.0 80.0 90.0 48° 8 70.0 70.0 80.0 NO 80' 8 70.0 70.0 80.0 80.0 72' 8 70.0 70.0 80.0 87.8 A - NO. OF ANCHORS PER HEAD & SILL () ■ NO. OF ANCHORS PER JAMB EFT 04 .RIGHT VIDDI �TO ==SE O SALA0.61W - -01AT WIDTHS ',XO OR 0X°1 DERION LOAD CAPACITY - pop (XDX B1 ) MOM DIAOI. A W/0 RRBhP. WIN SETNP. WAS TYPO °A' MOMS '8' WAN HBWIT EXT.( +) Ow.( -) EIR.(+) INT.( -) 74° se 9 70.0 00.0 80.0 90.0 12 70.0 80.0 80.0 90.0 108 -1/4' W) 111° 11I• 18 70.0 90.0 80.0 90.0 74° 30 -3/8° 9 70.0 80.0 80.0 90.0 108 -1/4° 108 -1/7* 12 70.0 NO 80.0 90.0 111° 111° 12 70.0 80.0 80.0 90.0 74° �° 9 70,0 60.0 90.0 90.0 100 -1/4° (4) 12 70.0 80.0 80.0 80.0 111° 74' 12 70.0 60.0 90.0 90.0 74° 9 70.0 70.0 no 90.0 108 -1/4° �) 12 70.0 70.0 50.0 82,8 111° 84° 12 70.0 70.0 80.0 80.4 77* 98° 9 70.0 80.0 80.0 90.0 84° 24° 0 70.0 80.0 80.0 80.0 9e (2) 12 70.0 80.0 80.0 no 108° 84° 12 70.0 90.0 80.0 90.0 72° 98' 9 70.0 80.0 80.0 80.0 84° 38° 9 70.0 80.0 80.0 90.0 80' (3) 12 70.0 80.0 80.0 90.0 100' 84° 12 70.0 80.0 90.0 90.0 72° 98° 9 70.0 60.0 90.0 90.0 84" 48° 9 70.0 80.0 80.0 90.0 98' (4) 12 70.0 as no 80.0 107* 12 70.0 80.0 80.0 80.0 72' 9 70.0 70.0 80.0 80.0 84° 804 0 70.0 70.0 80.0 00.0 90° CO 12 70.0 70,0 80.0 00.0 108° 12 70.0 70.0 80.0 87,8 A - NO. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JAMB (1/3W) 4 (1/6) 4 a (1/3W) 4. OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xOx' DESIGN LOAD CAPACITY - PEP (XOX - ) WINDOW DIM A W/0 REM ENE 001107, OUST TIPS 'A' 07AIN TYPE 'B' WIDTH OUT OIT.( +) INT.( -) E%T,( +) INT -) 74" ° O 70.0 80.0 80.0 00.0 108 -1/4° (3 12 70.0 80.0 80.0 90.0 11I• 12 70.0 80.0 6.0 80.0 74° 38 -3/8° 9 70.0 80.0 80.0 90.0 108 -1/7* 0) 12 - - 80.0 90.0 111° 12 - - 80.0 90.0 74• 89 -8/7* 9 70.0 .80A 80.0 00.0 (4) 74' 83' 9 70.0 70.0 80.0 90.0 CO 72' 9 70.0 80.0 80.0 90.0 84° 24° 9 70.0 80.0 80.0 90.0 98° (2) 12 70.0 80.0 no 20.0 108° 12 79.0 80.0 80.0 90.0 72° 9 70.0 80A 80.0 80.0 84° 47 9 70.0 80.0 80.0 90.0 98' (3)" --'-12 7100 -80.0 50.0 90.0 ow-) - - 80.0 90.0 72° 9 70.0 80.0 80.0 90.0 84° 9 70.0 70.0 80.0 00.0 98° 12 70.0 70.0 60.0 90.0 72° 80' 9 70.0 70.0 80.0 90.0 (8) A - NO. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JAMS (1/40) 4 (1 /2TO (1 /4N) TDN0 VENTS TO DE tj4 OF THE EGEXPEINIDTH 'xOx' AU. EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 87.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOB -DEC -219 &WM • ANCHORS METAL 315U US ELEV. FOR SPACOM .4... SEALANT( ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS-rim-2m - roll SPACING 1/4" DIA. TAN:ON JY 'IW' tsm KM, 0.22 151) 1/4` O1A. ULTRACON BY 'ELCO' (Fn •177 Eel, Fy.I68 KN) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8` MIN. PENETRATION INTO WOOD THRU 18Y BUCKS two CONC. OR MASONRY 1 —T /4` MIN. EMBED INTO CONC: OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ,£14 RMK ell S R ORI INO SCREWS (WRA08 2 CR8) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 38 KSI MIN. ALUMINUM : I/8" THK. MW. (8083 —T8 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) X414 RMrs eR 861.E RAIWMA RcREWR (GRADE 2 WR3) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") (NO SHIM SPACE) TYPICAL EDGE fIRTANf:Q " 81'TO CO_ _2 -1/2n CAIN= INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. (=CRETE AT HEAD.-SIU.OR JAh108 Y4 3000- PBLMCif. -, C -80 NOLLOW/RLLED BLOpCR AT JAMS I'm - 2000 PSI MIN. RIODUOT TOWED WI ma or . ¶I5T tbcd0 RDo1Wa D� C'.CLUA •i dta•lno no. W09 -12 Aas TYPICAL SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER p no W09 -12 shed of drawing Q MEAT TOP/BOTTOM RAIL 0 JAMB STILE STEEI. REINFORCING 618 716 _ 1.047 1 10 GLAZING BEAD ITEM PART / FY201 FY202 QUANLIOY 4 8 FY101 6 8 F1104 FY108 P1208 AS RECD. AS 2000. 1/ VENT 8 10 11 12 13 PY107 PY108 FY204 14 18 18 17 FY208 FY210 FM X1° 1/ VENT 1/ VDIT 2/ VENT AS RSA. AS RECD. AS 8600. AS 07608, 4/ VENT 18 10 20 21 22 23 24 26 28 27 28 /8 X 3° W23181 03t0T180 0207 1203 FLB-611 08 X 1/8° SUL P1120 AB 0600. 2/ VENT AS RECD. AS M0D. OB60RIPT10N FRAM NEED FRAM SILL SILL 1RA0K INSERT MD9 FRPME JAMB FIXED FRAM JAMB FOXED MTG. RAIL VENT 2026008 JAMB STILE MATERIAL TOP AND BOTTOM FAL t6AE80 BRAD REINFORCING BAR R2NPOR0020 BAR ADD-ON DLL RISM4 8083 -TO 6083 -78 6061 ■TB ROLLER MOD a GUIDE ROLLER PBi P161M/VENT 'BMW SOWS 6061 -TB 6063 -T6 6081 -T6 8003-70 8006 -T6 0083 -T6 8083 -f0 8083 -T8 CELCON W. B16BL ORS AS RECD. AS RICA. AS R1R0. 2/ VENT 2/ LATCH 2/ WOW. 1/ VENT FOX. RAIL ELL 802385 (SBb END) PIN BEAL W° PING BULB BEN. 8111.9 BRA. DAZING BEAD BULB GLASS DA RR SWEEP LATON LATCH tter. 80208 WEEP VALVE 6/18° BOX SCREEN PLUSH FRAME ADAPTER CRS 0 ■LON SANTOPRENE SPNTOPRENE SILICONE ST. 3160. 6083 -T6 USE AS 06X00. P.N. 608 P.1L SMS ULTR#FAD 808006. ULTRAFAB. INNER MAD ULR AFAR. OUP 6803 FRANK LOU SALAD a ASSOC. ON SM8 PRA 6140. PRODUCTS OPTIONAL OFTIONAL O FRAME SILL O MEETING RAIL pM SILL TRACK Q FIND MTG. RAIL COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS OPERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamIdadt.govinera/ 7955 NW '7 Awe Miami, FL33166 .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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). 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 Au (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material falls 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 Iligh Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminuml-Outswing Doois-L.M.L APPROVAL DOCUMENT: Drawing No. W12 -(I8; titled "Series 60$ Alum Outswing Entrance Door sheets 1 through 9 of 9, prepared by AL -Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types G1 and G2 are limited to . 090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Saluda interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami-Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. l OA No 12- 040203 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECO Windows Ste, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Mans die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (LM.Ly, sheets l through 9 of 9, prepared by AL - Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI -12 -3358, HETI - 12-4003, HETI 12-4003 and HETI 12-4027dated 03/16 - 26/12, all signed and sealed by Rafael E. Droz -Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by H urric ane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. C. CA CULATIONS 1. Anchor verification calculations and structural analysis, complying wit$FBC 2010x_ prepared by Al Farooq Corporation, dated 03/30/12 and last revised on Time 211,2012; signed and sealed by Javad Abmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for 'their "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IC. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30 /12, signed and sealed by Javad Ahmed, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02 -21 -12 approved bv PERA. &tell • t�i4 - Iahaq L Chanda, P.E. Product Control Examiner NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Data July 19, 2012 E -1 SERIES 60Q AWMINVM OUTSWING ENTRANCE DORM SINGLE (K) AND DOUBLE (KK) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED, THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMECANE TTSS OF tHEZFLORIDA BUILDING CODE INCLUDING NIGH VELOCITY WY OR 20Y MOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2009.5.4. IN HEAT STREN'D. GLASS 010' INTERLAYER BUTAMTE PVS Plum' /8" HEAT STREN'D. GLASS SILICONE COMM 800 3/18' HEAT MENU GLASS 000 INT RLAYER BUTACITE PVB BY 'DUPONT' 3/10" HEAT STREN'D, GLASS SILICONE DOW KERNING 800 SETTING BLACKS AT LAM. OLASS NOTCH t0dONG BEAD 38' OKIY. CLEAR BLOCKS • MASS TYPE '11.1' b 1/S° TEMP. GLASS /1111" AIR SPACE 1/8" HEAT STREWD. GLASS GLASS TYPE 'OS' 090" INTERLAVER SAFLEX MO BY '80IUTIA' 1/S' HEAT STREET& GLASS SILICONE OM CORNING 898 GLASS TYPE 'GS' SETTING BLOCKS AT INSUL, LAM. CLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 39 3/4• MAIL ITIAMEEIN 6'' MAX. I I 28 16/18° D.4T?O. 37• MAX. NOTEI EGRESS REQUIREMENTS TO 8E RENEWED BY BUILDING OFFICIAL. DOOM LOAD CAPACITY - P9P SINGLE DOORS (X) DOOR LAMINATED GLASS FRAME LEAF PRAMS pg,( +i - pYT•( -). xr�H rMt .NOWT DOORS LOAD CAPACITY - P8F DOME (7Q) DOOR DIMS. LAMDGTED GLASS PRAMS LEAF FRAME,(+)- • - -- - W1Dni WIDTx M8GHT 79° 70.0 79.D tM_AS8 D.L0. DIMS. D.LO. HEIGHT - FRAME HEIQHT - 11.126° O.LO. WIDTH X DOORS) - FRAME WIDTH - 12.813° D.LO. WIDTH 701 DOORS) - (FRAME WIDTH - 22.126°)/2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA08 -DEC -219 drawing no. W12 -08 ===== __ is,:. . , i.g . 1 1 ..... ... Ni_ I I 28 16/18° D.4T?O. 37• MAX. NOTEI EGRESS REQUIREMENTS TO 8E RENEWED BY BUILDING OFFICIAL. DOOM LOAD CAPACITY - P9P SINGLE DOORS (X) DOOR LAMINATED GLASS FRAME LEAF PRAMS pg,( +i - pYT•( -). xr�H rMt .NOWT DOORS LOAD CAPACITY - P8F DOME (7Q) DOOR DIMS. LAMDGTED GLASS PRAMS LEAF FRAME,(+)- • - -- - W1Dni WIDTx M8GHT 79° 70.0 79.D tM_AS8 D.L0. DIMS. D.LO. HEIGHT - FRAME HEIQHT - 11.126° O.LO. WIDTH X DOORS) - FRAME WIDTH - 12.813° D.LO. WIDTH 701 DOORS) - (FRAME WIDTH - 22.126°)/2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA08 -DEC -219 drawing no. W12 -08 DESIGN WAD CAPACITY - POP smarms wmi�0 LEAF DOORS NOTE BLOTS FRAME FRAME fl1RR0UT 717P8 WIDTH MOST SEINPORCENO DEINPORCINO I I IN04180 MOM Q{'j][TMi f ,}ilEZQIll \\ \ S // / as (--- 70.0 76.0 70.0 70.0 70.0 710 70,0 70.0 11 II 11 II © _.0 -- _m.0' 70.0 no 37 • 70.0 78.0 70.0 760 42 81.7 00.1 61.7 663 24 70.0 710 70.0 78.0 30 76.0 760 70.0 78.0 38 65 70.0 76.0 70.0 70.0 37 70.0 710 70.0 78.0 42 01.7 611 01.7 611 24 70.0 76.0 70.0 75.0 30 69.8 60.8 70.0 710 38 04.1 64.1 70.0 710 37 63.3 613 70.0 710 24 63.3 63.3 70.0 75.0 30 57.8 87.8 70.0 78.0 30 53.1 63.1 70.0 760 37 62.4 62.4 70.0 76.0 f03NFORCNO AS RECID. SEE WART NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.LO. DIMS, D.LO. HEIGHT (SIDEUTE) ■ FRAME HEIGHT - 11.000' D.LO. WIDTH (SIDEUTE) - FRAME WIDTH - 4.438' 1488 DTH ATTSSTSB ENOS (4) AT 3' O.C. CLUSTER OF A4� HEAD/EILL 12' 6" MAX. N00 SURFACE APPUED FALSE ORA7VE OR l MAY BE USED II i 32 3/4' 26 18/16" DA. GPO. 28 18/16" D L. CPO. 37' 70' MAX =MX DOOR FRAME V9D1H (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 IAua,,s slot ' fshoet 3 of Sj _ II 'i't I I \\ \ S // / ' / / 7 / II / / II / ,.e \L-.L...".:::1 \ \ /� \'JI II - -- ' U \ II 1I \ \\ \ I71 1 't .-/1 - 11 II 11 II © 1 1 I 1 INACTIVE f • • SURFACE APPUED FALSE ORA7VE OR l MAY BE USED II i 32 3/4' 26 18/16" DA. GPO. 28 18/16" D L. CPO. 37' 70' MAX =MX DOOR FRAME V9D1H (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 IAua,,s slot ' fshoet 3 of Sj cMiCT ;:.r :say WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. / TYPICAL ANCHORSt SEE ELEV. FOR WADING i /4" 014. ULTRACON 8Y 'ELM, - (Fu■ t77 KS, P120 It81) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /a° MIN. PENETRATION INTO WOOD [THRU- 121Y'BUCKS'INTO CONC. CR MASONRY 1 -l/4" MBi -8412112-14TO-CONC: OW MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY X114 S OR ELF DRILW!NA SORE LS (GRADE 2 DRS) INTO MIAMI -DADE COUNTY APPROVED MUUJONS (MIN. THK. - 1/8") INTO METAL STRUCTURES STEEL c 1/8" THK. MIN. (Fy ■ 38 KS1 MIN) ALUMINUM ; 1/8" THK. MW. (8083 -T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -Mkr.AL--E21012. - DISTAt 1N10_CONCRIME _ANA _ • ai12 -M N.- INTO WOOD STRUCTURE - 1 P MIN, INTO METAL STRUCTURE m 3/4" MIN. r-CESICIRETE AY HEAD, SILT. OR JAMBS f t .1 3004PSLAHIL -C- S0-440LtOW/FILLEO-BLOCK AY JAMBS rm m 2000 PSI MK SWRUUCniRE off EzvATION8 Fan MONO TYPICAL ANCHORS CNS FOR SPANG 1 DOOR DETAILS C. drowIng no. W1 2-08 1/4- MM. 1/4" MAIL 5 iM EXTERIOR OPTIONS BINDLE DOOR FRAME TOTN � SHEET 7 1/4' MAN.•. CONCEALED FLUSH BOLTS CONCEALED ELM BOLTS LEVERS AT BODE FACE OF STILE LEVERS AT STUB FACE EXTERIOR DOOR DETAILS SIDELITE DETAILS 1eD�: =%11. 4 POINT LOCK ASSEMBLY DL01 -6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2° MA, THROW BOLTS AT TOP AND BOTTOM ENCACINO FRAME AT HEAD AND SILL THROW BOLTS ATTACKED TO LOCK BY 3/1° CONNECTING RODS LOCK LOCATED AT 42 -1/2° FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2° CIA, THROW CULTS AT TOP ANO BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/e° CONNECTING REDS LOCK LOCATED AT 42 -1/2° FROM BOTTOM nelOBLIM A r 1 = CONVENTIONAL DOOR LOCKSET MTH HANDLE DELTA 000 BY ' KYINSET LOCATED AT 39-1/4° FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4° FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULUYAN & A6000.' 1/2° X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10 -5%0° FROM TOP AND BOTTOM LOOK FASTENED TO STILE YATH (2) #6-32 X 1/2° FAT MS 16161126.166E CONCEALED FLUSH BOLTS BY'SUWVAN & ASSOC.' 1/2° X 2' THROW BOLTS IMAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT t0-5/8° FROM TOP AND BOTTOM LOCK FASTENED TO STILE EDT (2) 08-32 X 1/2° RI MS NOTE; LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 7TDK / PAST / ROOD, DEROMPTION MATILIMAL 0001 DOOR FRAME HEAD/SILL 01!03 -TO MARPL/ODPPUEVE RISTS 2 6002 FRAME COVER 053-TO 3 6503 DOOR FRAME JAMS 042113-TI 4 6004 SIDEUTE TOP IT BOTTOM FRAME 8083-te 4A 5 e 7 7A a a 10 11 12 6120 13 13A 14 14A 15 Spann 0° BOTTOM FRIAR 0003 -T0 6000 6000 6607 Ewa 6509 1010 5011 6012 6013 SWIM FRAME JAMB SIDELR6 SUP ON JAMS LW TOP it BOTTOM RAR LEAF 0° BOTTOM RAIL 6013 6014 6109 6016 is 17 18 10 6510 6013 PD-107 AS REGAL 3/ L LEAP O'BIRIP ADAPTER LEAF HINE ST0E LEAF LOOK MIS LEAF ASTRAGAL STILE LEAF ALDNMENT BRACKET LEAF CAMP HINGE BACK -UP PLATE GLAZING BEAD (0/10" LAM. GLASS) GLAZING BEAD (7/18° LAM. GLASS) GLAZING MO BOLL, GLASS) -SNAP COVER SOLT SUPPORT SIDSIJTE MULLION REINFORCING BUTT HINGES W03-TO 8063-TO 0060-T0 6003-TO 6003-TO 8083 -TO 5003 -TO s 03-To 0003 -Te 0083 -T0 6005 -T0 6003-TO 0083 -TO 9083 --T0 0083 -15 8003 -TO 0083 -TO AWIONUM 4-1/4° LONG 20 21 22 23 24 25 26 27 F81202 P1 1455 #12 OMB /12 X 3/4' W11323 E2001O -KN -3020 CODS AS EOM FLUSH BOLT LEVSIR CONCEALED FLUSH BOLT ROD FRAME ASSEMBLY SCREWS HINSE INSTALLATION FASTENERS 3/8° DA THREADED ROD PIE WSTRIPPWG BAS W' PING GLAZING BEAD BULB ST STEM. STEEL SMNTOR I NE SANTOP3ENIT 20 20 30 31 33 34 35 I UNGERT 3-1/2° X 7 -6/B° X .122° TM. EXTRUDED ALUM HINGE PART 90 -107 BY SUWVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10 -1/4° FROM BOTTOM TOP RINSE AT 11 -3/4° FROM TOP CENTER HINGE AT MIDS+AN (3B° 0.0. MAX) HINGES FASTENED WITH [210 X 1° FH so (8) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB 6022 DLOIRC 01.0108 /10 X 3/4" 2/ ADAPTER 2/ IRE 2/ UTE GLASS SNND6R FLUSH BOLT CUP BLACK BOLT SUPPORT BLOCK WHITE BOLT SUPPORT BLOCK PH SELF DRRUNO SCREWS SETTING BLBOK, 1/4° X I/O' X 4° LONG SETTING BLOCK, 1/4° X 3/4° X 4° LONG ngAnal SILICONE NYLON FDLY6Dfl7dHR POLYETHYLENE EPOS EPOM 12' LONG NOT SHOWN SULLIVAN & ASSOC. OULLNAN A ASSOC. SULLIVAN & A98BO. FH SMS ULITOVAB SPOM ULTRAFAB FRANK LOBE RUBEIER CO. BITERLOOK ACME PLASTIC AT 0° FROM EACH END, DURO ETER 86+60 AT 0° FROM 0MC4 END, DA TER 0580 ALL JOINTS AND FRAME CONNECTIONS SEALED %MTH SCHNEE MOREHEAD 4M5804 SEALANT. Env 1414' ' 1 J.._ U r- (') 4.6410 -.078 l".- - 2.062 DOOR FRAME HEAD /SILL 1.0110 1 J - .760 .603 14 ! G 819 .046 1.047 .803 37.m L_ .e03 130 .040 1.172 BEAD GLASS 411 11 I EE 1 411 11111 A 4.750 p 14i GLA 1.047 1b MASS to GLAZING IPAIL C) - LEAF 7.- .1 1.807 076 1.507 TOP /BOTTOM RAIL 4.781 O SIDELITE 1.507 1,.7875 0 TOP 4.000 _.- -- .078 & BOTTOM FRAME 1.626 1• 4M9 0� i•i' - 1.607 .082 a LEAF O W'STRIP .312 ADAPTER - : 1 ' irrr ;raL• a _ ( '�Ty� T - ,_ 1 1 i g S'q 5 14 Z r w gl (9) A000 LEAF HINGE STILE 40 AO .0i4.0110 .004 2.061 8 1.780 I �7 i 73 . Y_w7 111 IW (l .442 () FRAME .326 078 12!12 COVER 1.730 9° BOTTOM RAH. 1.584 ,078 LEAF LOCK STILE LEAF ALKiNMENT BRACKET 1.607 760 Si ; 6344 3781 1.607 o7a 1.750 - 2,081 3716 376 126 L26 887 ,080 117 -1 164 to SNAP COVER o7e A 1.6j4 ' L. i1. 13 LEAF CLAMP HINGE BACK -UP PLATE 1 t LEAF 4.000 ASTRAGAL STILE t8 SIDEUTE MUWON REINFORCING s1 I- 1.1180 1 - • 628 2.097 1.500 719 1607 .719 Ai88 076 a * 2 4.000 .078 - - -" 3000 07e 1, , , I .626 r 1 'brGG° . t �`' lam ; 2D42 .. 4600 dro no. W12 -08 O SIDELITE 9° BOTTOM FRAME - - -I 1�)' 41V1 •- r •` L• '1; --d. (it) SIDELITE FRAME JAMS () DOOR FRAME JAMB (i) SIDEUTE SLIP ON JAMB ° COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PIRA) BARD AND CODE ADMINISTRATION DIVISION NOTICE -OF ACCEPTANCE (NOA) Eeo Vrandew_Systems, LL C. 7955 NW 77th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The doc u entation submittad has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority MIAMI- -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Ran 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 smiimlers 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 (n 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. PERA 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: Series "100 ECO- Guard" Aluminum Single Hung Window -- L.M.L APPROVAL DOCUMENT: Drawing No. W09-08, titled "ECO- Guard Series -100 Alum. S.H. Wdw. (L.MI)' , sheets 1 through 6 of 6, dated 02/12/09, with revision A dated 02/15/12, prepared by Al-Farooq Corporation, signed and sear by Javad Ahmed, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Lame and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state, model/series, and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AD • 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 # 09- 0224.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submittal documentation was reviewed by Manuel Perez, P.E. NOA No 12- 022324 Expiration Date: April 08, 2014 Approval Data May 03, 2012 Page 1 co P Widow Svstems. LLC. - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Z. Drawing No W09 -08, titled "ECO- Guard Series -100 Alum. S.H. Wdw. (L.M.L) ", sheets 1 through 6 of 6, dated 02/12/09, with revision A dated 02/15/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS L Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 48 -2166A, dated 12115/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09 0224.)) 2. Test reports on: 1) Large Agile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test art No. HETI- 98- 2166C, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- 9224.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-OS-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E: (Submitted under previous NOA#09- 0224.07) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 53 -1/4" wide x 76 -=1 /4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08- 2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- )224.07) E -1 Man Pe Product Control E NOA No. 12-0223.24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 *cs Wi�d�t She. IA,C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1— Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/30/12, prepared by Al- Farooq Corporation, signed and sealed-by Javad Abroad, F.E. 2. Glace complies with.ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Iuc for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0224.07, issued to ECO Window Systems. LLC for their "ECO-Guard Series -100 Aluminum Single Hung Window — L.M.I.", approved on 04/08/09 and expiring on 04/08/14. E -2 Manuel P Product Control NOA No.1 Expiration Date: April 48, 2014 Approval Date: May 03, 2812 ECO -GUARD SERIES -10Q ALUMINUM SINGLE RUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUUJONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIONED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCIS BY OTHERS, MUST SE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. taker THE REQUIREMENTS OF THE FLORIDA 9100. CODE SECTION 2003.8.4. DL IS" MAX. A da,�Jaaa I II ' 1 ma=aq�I'Leas I, C II• „ NOANAT>L 47 J/6 THESE WIN SHUTTERS 83 1/8" FALSE NUNTIRS (SURFACE APPLIED) OPTIONAL iferaLELLEMME TESTED UNITS DOWS ARE RATED FOR LARGE MISSILE IMPACT. ARE NOT REQUIRED. H UNEQUAL U FES (OREL TYPE) raoDuvrasvmea omprokeivathatooll No Ode HEAD H UNEQUAL U FES (OREL TYPE) raoDuvrasvmea omprokeivathatooll No Ode EQUAL LITSS WINDOWS DE81ON LOAD CAPACITY ■ PEP FIANCE DDCI. OLIN TYPE 'A' CLAN TYPE 'E' 1-01001--11210H7 HOSE? IN.( +) 1NT.( -) IN,( +) turd -) 19■1/8°- - - 78.0 00.0 784 90.0 24" 75.0 004 75.0 00.0 28 -1/2' 78.0 00.0 75.0 90.0 32° 2Y 75.0 90.0 75.0 90.0 37° (3) 75.0 90.0 784 90.0 40" 75.0 90.0 75.0 90.0 48° 75.0 00.0 75.0 00.0 83-1 75.0 00.0 784 00.0 19 .-t/8° 780 00.0 75.0 00.0 24° 76.0 00.0 75.0 90.0 20 -1/2°( ,,`76,0 78.0 904 75.0 904 32" `30 -3/8" ` -.7M D !M0 764 90,0 37' (3) 78A 004 784 90.0 40° 70.0 00.0 7.0 00.0 48" 75.0 00.0 75.0 90.0 83 -1/8' 76.0 00.0 75.0 90.0 19 -1/8' 78.0 90.0 78.0 90.0 24' 750 00.0 75.0 90.0 28 -1/2° 784 00.0 78.0 , 90,0 32' 60 ■8/8° 78.0 90.0 740 00,0 37' (4) 75.0 90.0 78.0 00.0 or 78.0 90.0 75.0 90.0 48' 78.0 90.0 75.0 90.0 5.3 -1/8' 75.0 90.0 75.0 90.0 19 -1/8' 780 00.0 75.0 90.0 24' 75.0 00.0 75.0 90.0 28 -1/2' 76.0 90.0 78.0 90.0 32° 93° 75.0 00,0 75.0 00.0 37° (6) 78.0 90.0 78.0 00.0 40° 75.0 00.0 780 90.0 48" 75.0 00.0 75.0 20.0 5.3 -1/8" 70.0 90.0 70.0 00.0 10 -1/0' 75.0 90.0 75.0 904 24° 75.0 90.0 75.0 00.0 26 -1/2° 75.0 90.0 75.0 ODA 32' 70° 780 90.0 70.0 904 37' (8) 78.0. 00.0 78.0 90.0 40' 76.0 00.0 75.0 90.0 46' 70.0 00.0 75.0 004 83 -1/8" 784 004 75.0 90.0 1 B f L{4 EQUICIZITF __ UNEQUAL urns WINDOWS , _ DI MON LOAD CAPACITY - PEP PIANOS DM. GLADE TYPE 'A° OIASS TYPE '8' MTH HOSE? 0R.( +) INT.( -) I .(+) 11E4 -) 10 -1/0° 75.0 00.0 75,0 20.0 24' 784 90.0 784 00.0 28 •1/2° 78.0 00.0 75.0 00.0 32° 60 -8/8' 78.0 90.0 784 90.0 37' (4) 75.0 50.0 78.0 004 40° 75.0 00.0 784 90.0 40° 78.0 90,0 75.0 904 83-1 75.0 90.0 75.0 90,0 19-1/5" 78.0 50.0 784 00.0 24° 75.0 00.0 75.0 00.0 20 -1/2° 78.0 00.0 75.0 904 32° 03' 75.0 80.0 75.0 90.0 37" (8) 75.0 90.0 780 90.0 40' 78.0 004 '784 00.0 48' - - 78.0 90.0 83 -1/8° - - 75.0 00.0 10 -1/8' 78.0 20.0 75.0 90.0 24° 75.0 90.0 75.0 00.0 28 -1/9° 75.0 90.0 78.0 00,0 32° 70' 75.0 00.0 75.0 90.0 37° (8) - - 75.0 90.0 40' - - 78.0 90.0 48' - - 75.0 90.0 83 -1/8' - - 75.0 00,0 UNEQUAL LJTES (ORIEL TYPE) NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 ti tih�li :�,1 18Y WOOD SUP ,f TYPICAL ANCHORS SEE ELEV. FOR MONO I, 0 g iii c i 0 0 0 • TYPICN. MOWS t ELEY FOR PACING AU. J01 JOINT S MWII•DAOE COUNTY APPROVED MULLION 1 � NOA ANCHORS 1ME ®ffi1 FOR SPAM TYPICAL ANPORS SE BIN FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 95TPICAL f NC$QRS; 6EE an FOR SPACING 173` fIA. TAPCON BY 41W` (Fa.120 ICfm. 4y42 KB) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN- EMBED- INTO -CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/2° MIN. EMBED INTO CONC. OR MASONRY " (GRADE 0 CM) INTO METAL STRUCTURES STEEL 1 1/8° THK. MIN. (Fy - 38 KSI MIN. ALUMINUM : 1/8° THK. MIN. (8083 —T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0I4 EMS CR SELC O RILLIMC SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. ■ .090°) (NO SHIM SPACE) YYPICAI _FIxTF RI4TANI"! INTO CONCRETE AND MASONRY . 2-1/2" MIN. i -- -1NTO -WOOD STRUCTURE- 0- -1-" -M11(.- - -- INTO METAL STRUCTURE a Ate MIN. I COMM Fe • 3008 PPM* MUM fm . 21100 I ' °Piga' No AND FRAME CONNECTIONS SEALED WITH 7.40 d i drawing no. W09 -08 WPICAL ANCHORS SEE ELBY. FOR SPAWNS 1/4° MAIL YEW WIDTH MEM # PAR BERL. DIRGIMP'10N MAUNA!. MARIVIRITWIJERAIMEABMT FY1o1 FRAME HEAD MM-T6 2 3 PY118 PY103 FRAME SMt 2 FRAME JAMB ece3 -T6 6063.16 4 FTnBA 1 FIXED MM. RAIL 8083 -TB ' 8 P1105 1 VENT TOP RAIL 0053 -T8 8 FYI 14 1 VENT BOTTOM RAIL 8083 -T8 7 FY107 2 VENT SM E RAIL 6083 -T8 S FY105 AS RIM, GLAZINO BEAD (8/18° LIMA. MASS) 6063 -T8 BA FY102 AS ROD. OIA2ING BEAD (7/161' LAM. WASS) 6083 -T6 0 PY1111 2/VENT SASH STOP . 6003 -T6 12 SL203P ?/VENT SWEEP LATCH, AT 12 -i/2° FROM ENDS EAMAK SULLIVAN A ASSOC. 12A #11 X 6/e° 2/ LATCH LATCH MST. SCREWS ST. STEEL PH SMS 14 /6x1• �6 X AS RECO. PRAMS b MR A BJN81.Y ODRESS ORS PH MO IAA we 2/ VENT BOTTOM RAM. POSEMB.Y SCREWS ORS PH 6M8 18 AS RECD. BOTTOM RAM. SEAL - SERIES 101 NEOPRENE ILTRAFAB 18 1203 AS REOD. GLAZING BEAD BULB SMITOPRENE %TRAFMS 18 273181 AS ROD. FIN SEAL VSTRIPPWO LILTRAFAB 10 FY117 4/ VENT SASH WADE 081OON MMA PLASTES ISA Il8 M 3/0° 1/ GUIDE SASH WIDE 00,11 SCREW ORB OH SUS TYPE B 20 P210 SASH BALANCE SLBT BY BSI 20A ¢8 X 5/8° 1/ BALANCE BALANCE 1NST, SOME P PH 5MB 21 AS ROOD. GLASS SPACER SILICONE PRANK LIE 22 6/IC BOX SOR0TF1 OPTIOW+L 23 PY120 PWSH FRAME ADMIER 6063 -T6 OPTIONAL 1/4° MAX, SHIMS TYPICAL ANCHORS BEE ELEV. FOR SPACING IBY WOOD BUSED ridourtibdinothip „ ?]P?Mvii4'1i' drawing no. W09 -08 • •■■ MIAMIODE COUNTY APPROVED MULLION & MULLION ANCHORS SEE UPARATE NOA TYPICAL ANCHORS SEE ELEV. P'OR SPA= INSTALLATION DETAILS WITH PLUSH FRAME ADAPTED guithinCIDUCToompiyareNWN6 No • • ' I V 4 drawing no. W09-08 Lehest 8of 8 • . 1.140 VENT TOP RAIL 2.027 a. 2.081 3.074 FRAME JAMB -.610 1.047 I+- -.I 1.047 GLAZING BEADS 1.434 1.087 .082 .821 VENT 310E RAIL 1.140 2.773 1.140 VENT BOTTOM RAIL ® FLUSH FRAME ADAPTER VENT CORNER OEM, DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMJNISTRATION DIVISION rNOTICE__OF ACCEPTANCE (NOA) Eea-Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 Mimi 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: Series "Eco -Guard 30e Aluminum Fixed- Window— 'L.MJ APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco -Guard Series -300 Alum Fixed Wdw. sheets I through 5 of 5, dated 03/23/09, with revision C dated 01 /11/13, prepared by Al-Farooq Corporation, signed and sealed by Jived Ahmed, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 -2590 F (786) 315-2599 www.mhuuldade.eov /economy MISSILE IMPACT RATING:` Large and Small Missile Impact - Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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# 12- 0223.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Noc i3- 0206.05■ Expiration Date: June27, 2014 1 Approval Date: May 02, 2013 Page 1 r 'Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23 /09, with revision C dated 01/11/13, prepared by AI- Farooq Corporation, signed and sealed by laved Ahmed, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 97 1/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09- 0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2). Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 08- 2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09- 0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco - Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 -2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) E -1 Manse Pe E. Product Control a er NOA No. 13-0 06.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 `Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 50 518" wide x 63 114" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 041108) C. trALC LA NS- 1. Anchor verification calculations and structural analysis, complying with MC2(f10,_ / dated 01/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.25) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.25) G. OTHER 1. Notice of Acceptance No. 12-0223.25, issued to Eco Window Systems, LLC for their Series "300 ECO- Guard" Aluminum Fixed Window --- L.M.I., approved on 05/03/12 and expiring on 06117/14. Manuel ' erez, Product Control Exa NOA No. 13 -020 .i 5 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E -2 FRAME HEAD /SILL/JAMB OLAZINO BEAD .3 ANCHOR COVER FLUSH FRAME ADAPTER ECO- -GUARA SERIES -30Q ALMC UM FIXED ti4INIM DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FOL OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI --4AOE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Nor PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT ;WM TO S METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT S SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003,8.4. FALSE (SURFACE f =OM* t� ►� I I1 11 t1 tl 11 - li t:Hr V Ill Ii II :ptT n i n I Er MAX. I� 12° MAX. CLASS n 1 0. DIMS D.LO. HEIGHT = WINDOW HEIGHT — 3.825" 0.1.0. 'MOTH m WINDOW WIDTH — 3.625" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 3/18" ANN. OIAS4 090° INTER41YER BUTACLTE PV4 BY DUPONT '' 3/18" ANN. (LASS 401 aim�Hl�' +� )I■url . yr, k8 A4- 'ae SAIS 12 R AT.3 -1.1 -F WAS. _.ilk 10 OZ. W'7" SILICONE CORNING 899 GE SGS 2000 GLASS TYPE •C` WINDOW WIDTH m 3/16" 5Pg7 STREN'D. GLASS Ago' INTERLAYER SENTRYGLAS BY 'DUPONT' ' 3/18" HEAT STREN'D. GLASS SUCONE DOW CORNING 899 GE SCS 2000 u.ur!rt' thrarrf TENDON WIDU1 #8 X 1 -1/4" SIBS AT 3 -1/2 FROM ENDS AND 10 0.0. MAX. WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR S59LAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. uI WIDTH (W) 24" 30• 38" 42" 80" 00" 72" DNNOGTN LOAD CAPACITY - P5P IfDO>I DIMS. GLASS TYPE LENGTH (L) EST.( +) :Ng-) EXT.( +) 75.0 50.0 80.0 .o. DESIGN LOAD CAPACITY - PRP GLASS TYPE '0' WINDOW DIMS. GLASS TYPE ' 75.0 80.0 80.0 75.0 75.0 80.0 803 59.0 l_�g_ 75.0 80.0 809 78.0 80.0 80.0 75.0 80.0 80.0 75.0 803 80.0 75.0 80.0 809 24" 30" 30• 42• 48" 54" 80" 68" � 24" 30" 36' 42" 48° 54° 80" 86" 72" 48" 80.0 759 809 80.0 75.0 80.0 80.0 75.0 80.0 803 75.0 804 75.0 80.0 80.0 754 803 804 75.0 804 00.0 759 70.8 80.0 60" 75.0 80.0 80.0 75.0 80.0 80.0 759 80.0 80.0 75.0 80.0 80.0 75.0 80.0 80.0 88.8 71.3 80.0 80.2 84.2 80.0 802 84.2 80.0 80.2 842 80.0 24" 30' 38° 42" 48' 54" 60" 72" 75.0 809 75.0 80.0 609 75.0 80.0 80.0 75.0 80.0 80.0 759 76.8 80.0 889 71.3 809 802 842 80.0 24" 30" 38° 42" 48" 84' 84" 75.0 80.0 809 75.0 80.0 80.0 75.0 80.0 80.0 70.0 70.0 80.0 85.0 85.8 80.0 84.3 84.3 80.0 24" 30" 36" 42" 48° 98° 75.0 804 60.0 75.0 80.0 80.0 75.0 84.8 78.2 84.8 803 80.0 59.9 09.9 809 24' 30° 38° 42° 24" 30" 38" 108' 75.0 80.0 80.0 75.0 803 VOA 74.5 744 80.0 81.5 613 120" 75.0 804 80.0 80.0 75.0 00.0 80.0 74.5 74.5 80.0 INL( -) 80.0 903 909 90.0 90.0 90.0 90.0 909 90.0 909 909 909 90.0 909 90.0 90.0 909 90.0 90.0 909 90A 909 909 90.0 909 900 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 804 909 90.0 90.0 SO4 909 909 . 909 90.0 90.0 90.0 909 90.0 90.0 90.0 90.0 WX9H (04 28 -1/2` 37" 53 -1/8" 74" LENGTH (L) EXL( +) 28 -1/2° 37" 53 -1/8" 74" 28 -1/2" 37" 83 -1/8" 74* 26 -1/2" 37° 53 -1/8" 28 -1/2° 37" 83 -1 /8. 1NT.( -) Gi°Ir TYPE '0' EXTd +) TNT.( -) 90.0 75.0 80.0 809 79.0 80.0 809 759 809 75.0 38 -3/8" - 75.0 75.0 78.0 50 -5/9" 78.0 71.3 71.3 75.0 83° - 75.0 87.9 75.0 78" 759 87.9 80.0 80.0 80.0 80.0 80.0 80.0 70.0 73.1 803 803 72.5 80.0 80.0 899 804 804 804 80.0 80.0 804 80.0 80.0 80.0 80.0 80.0 804 804 804 804 90.0 90.0 80.0 90.0 90.0 909 00.0 90.0 90.0 90.0 90.0 90.0 00.0 90.0 90.0 90.0 909 BE ORIENTED ROM WIDTH AND LENOTH DIMENSIONS VERTICALLY HORIZONTALLY ASSHSHOWN ABOVE. NOTE: GLASS CAPACRiES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). PRODUCTREVISED w1130rBP9mida Aooeptaaoallo .' °lf_.I. t 09pbutke Dale , 7F7' 7 4- droven9 no. W09-20 Ghee 2 of 5 • if II 0 tl!�81..,, ti fame_iii 0 , TYPICAL ANCHORS SEE ELEV. FOR SPACING MINM -OAO£ COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY ECC WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE L-35______ L`AEEK1' SEE ELEY. FOR SPACING 1/4" DID. TMCON BY 'ITW (Fu.12010$. Fy.92 no INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD TF TM' BRICKS INTO CT1NC, OR 6dASONRY 12-1j4" H EMBEDJNTO CONC.-OR-MASONRY- DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DID. TENS OR SELF I I IN $CREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy 36 Kg MIN.) ALUMINUM : 1/8" THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t4 SMS OR SELF ORIWN'O SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) INTO- CONCRETE AND MASONS: 3' x-1/2 BIN INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE c 3/4" MIN, CONCRETE re - 3000 PSI MIN. =9O HOT.LOW " _ BLOCK- F in a 1500 PSI MIN. ALL JOINTS AND FRAME COMMONS SEALED -WTFH JOTNT smug. Id oar Z Vga I (street 3of 5 ) ITEM B PAT 0 8648• DINCRIPTION MATERIAL MANP. /S0PPL16R /103M 1 FY301 2 FRAME WAD/SILL/JAMB 8083 -T8 - 2 FY302 AS RECD. CRAZING BEAD- 7 /IP GLASS 8083 -T8 - 3 FY303 AS RECD. ANONOR COVER 8083-75 - 4 E203 AS RECD. GRAZING BEAD BULB NEOPRENE ULTRAFAB B FLB -80 I GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 8 - 010 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH EMS 7 FY120 - FLUSH FRAME ADAPTER 8083 -T8 OPTIONAL MWMI -DARE OUWGY APPROVED NIALION SEE SEPARATE NGA 0 1 THx. NAM STRAP WELDED JOINTS TYPICAL ANCHORS SEE ELEV. FOR SPACING RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS ASTER CORNERS COEXO DETAIIM TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4' MAX. 1/4" MAX. 1/4° MAX. SHOA SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EXTERIOR P WOOD 8tK2(S PRODIICTREVISBD I comPlYin8 with the Florida BcCdtIg Node AsspaeoWo drawing W09 -20 aheei 401 O ALT. LNIIIYPIGAL SEEL ANFIORS $EE ELEV. FOR SPACING )4r �lIi MIME —DAD€ COUNTY APPROVED MULLION & MULLUNI ANCHORS SEE SEPARATE NOR TIO TYPICAL ANCHORS SEE ELEV. FOR SPACING TSfI:_I_:.. Eepr•. AVM( O R*L D PRODUCT REVISED Building Coda , Florida AaeptaoaeNo I Data • A S 0 drawing no. W09-20 sheet 5 of 5 ) O r Z 1/5) 1 • • otos flint& %%0%4.4 �� P `. �• , • 7 Abl rbatUora oa,L ra . ,� ENGINEERING: ALBERTO ALBERT CARDONA P.B. LTC: 17138 6248 SW 181 AVE PD 3ROXE PINES Cal.: (785) 252 2131 E-MAIL: COM oNINAuGONTRac of All Construction Systems, Inc. COC 1506071 845 WAWA TEAROCE SEM, FL. 33327 CELL: (894) 683 2078 E-111fl: AfS1MYACC.NET PROJECT NAME: WINDOWS & DOORS REPLACEMENT OWNER NAME: JOSE & MARIA BONAU BUILDING DEPARTMENT PROJECT ADDRESS: CITY & ZIP CODE: CITY OF MIAMI SHORES, FL. 1250 NE 102nd. STREET MIAMI SHORES, FL. 33138 TYPE OF CONS1RUCTION: SINGLE FAIRLY RESDENCE OCCUPANCY CLASS: S.F.R. t LOCATION MAP Sam ma • =0• .. • CITY may. S. COPY PAGE No. DRAMS No. CONTENTS: 1 CP COVER PAGE 2 A -01 EXISTING CONDITIONS - DEMOLITION PLANS 3 S -01 PROPOSED FLOOR PLAN AND ELEVATIONS SITE MAP SCALES N.T.S. TO CCMP >.NCE _ STATE ANo OCUNiYRULES AND REGULATIONS Si i n E i W 2 0 m W 0 z O v O 1250 NE 102 Street SHEET TITLE: W a. W 0 0 DRAWING No. CP 1PACE No. • O NORTH ELEVATION WALE: 1/11r0 nini�i.•c'....,.,.�:'� TL T "� S� : "��T:: 7L1� 'L'7 ":�7::• T "� SG WEST ELEVATION SG 1/I Rr-o" OF NATI ON a T 1pe-1'- • • • • • • =0 �I- 6V-3" DEMOLITION FLOOR PLAN SCALE! 3/31".1' -0' O N z 0 U iip.� tizimiiY.� _ a DRAWING No. AOl • ck Z M 0 Pfd I. 2 /5 P ......,. I.. ,..I..I....,...I.r.._ ..ii iM.u.i TE...I.i IWWITI uIuuI..i_ iii ouu.u.u.u...u.u.u.u.u.n u.u.uY._ ..:.......................MMLI RAII ■....t .....■.........,. �i.. 1..../. r. 1.......................I..... ............)..�. /.....Ir /...Ir /../. Y... OA 12- 0221.05 it :FA; JPir 12- 0221.05 O NORTH ELEVATION SCALE: 1/18" -1'-O" iiii ...u.■......■. /u.■./uu..u. ■..�_ riT�r�� .ii/uuru.u.n.uauarnrn.��.uru.. ui u.uurn_ rii. i�tv':.0 uu■ un.■..I. ■i.u.■uu..�.n.■un.u..un.n.u.■u_ . J!: uo.. uu■ n■ u..■ uu ■uu.uu.uuu.u.u..uu.■uu.nu..u�_ •�:`�i��i�-.�-�� -� J 02e tiLeco -111 11 1;11 INN IM 0U15 c%'° 50821 OWEST2 ELEVATION scam 1/18"•1• -O" ru■ un .■u■m.:s ■:n.I.tI ■.I....tl■mUMM r._ ....u... rumor..... rnru� ............. ■....... ■ ■.O�_ ■i :.i....■u.0 ■i.n ■■un. n. u..:■ :T.MIU 1 ■tI ■ ■. ■ ■1..1 ■.I�r.- . i i..... a u.. u. a r: ^_•I.tu. ■.W■.■ ■.t■.t■.t■u.._ ...r.... ..,ar.... . u. u. urururu .n.u.ul..�u.u.u.n.u.n.u.u... .:...............■.. ■..■ .......... ............r....■..■.■n■n ■u■■I MUMU ■._ L ■N pi NEW BAR EMBEDDED W �Aee. • � EXISTING NEW O T1E NEW WS DIMING O SECTION DETAIL SCALE: 1 /4".r -o" WINDOWS & DOORS SCHEDULE MARK A 8 " SIZE ' WIDTH 74" 70" HEIGHT 38. 83" QTY 4 3 TYPE H/R(X0) H/R(X0) MATERIAL AI IM NUU /08Ass AIJA9N9I /811SS NOA 12- 0221.05 12- 0221.05 p.s.f. NOA +80. -90.0 +80. -90.0 WINDp.s.f. LOAD +82.99 -84.33 +82.99 -88.32 NOTES HIGH IMPACT HIGH IMPACT 01 C 70" 53" 80" 38" 2 2 En DM H/R(X0) NJ MIN uI /GOBS NJAOIODUCIASS 12- 0402.03 12- 0221.05 +70.0-75.0 +80. -90.0 +99.98 -88.32 +92.98 -8832 HIGH IMPACT HIGH IMPACT 0 37" 38" 2 E 02 F 19" 33" 53" 38" 82" 63" 1 1 2 0 H 53" 74" 19" 50" 1 H/R(X0) 9961E MNO F 1 DX11 H/R(X0) PICTURE H/R(X0) A LIMIN OVEXASs AUAI011A1/GIASS 01.1919419/GUSS M.91491131/GLASS 12- 0221.05 12- 0223.24 12- 0402.03 12- 0221.08 +80. -90.0 +82.99 -88.32 HIGH IMPACT +75.0 -90.0 +70.0 -75.0 +80. -90.0 +82.99 -88.32 +80.88 -88.00 +82.99 -68.32 HIGH IMPACT HIGH IMPACT HIGH IMPACT 4.I5M$I1.9/08A38 111" 38" 1 H/010x) PLIMEN R1/GUSS 13- 0208.05 12- 0221.05 +99.0 -80.0 +80. -90.0 +82.99 -84.33 82.99-88.32 HIGH IMPACT HIGH IMPACT 12- 0221.08 +80. -90.0 +82.99 -88.32 HIGH IMPACT 65' -3" BACK WOOD TERRACE BACK WOOD TERRACE 70" 4" 70" 25" 70" 25" 70" 63" _ 70" 53" NOA: 12 ...11 )NIA: 1v I' LI• °/ "A' 12 0221.05 NOA: 12- 0402.03 FAMILY ROOM / / / KITCHEN MASTER BATHROOM LAUNDRY b Xa OSOUT3 H ELEVATION SCALE: 1/18"•1' -0" ■�..•••••••...-. r.....rurll. UI.._ t! riu..r.runru.n u.. n.ur_. ..ii.u.uu.u.0 ■u ■a.u.ouu. ►mac-= _- ?��=.-- --- -... -- ! i..a rnr. u. u. a .r.nrnrn.n.u.urur.romrn..unY._ .rr. ■u■u■un..uu. u. n.uuuu. u.0 a uu....■...uuu. u-._ . C': Gi. uu. uuu .■ui ■u.u..uu.uu..u..u.u.u/u... ur.■ru.rr..._ •!iii Uu 1 •iu iu UI.U.i■'u.i U �Ui.UnUiuiuUI.i .i �u� •Ui U0i.1111111Siu 1111. UI. UIiu UVING ROOM / BEDROOM / #3 Li a iR �NOk 12 -081.8 65' -3" SCALE: 1/18" -1' -0" SALC2 12013 kh 2 4C Z O m W 0, 0 H 0 W w 0 O X 0 WsWAIDIN IDYM.1=9 w O Id7 N MIX 1.111 2 5 i DRAWING No. A-02 PACE No. 3/3