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RF-08-614 (2) Inspection Worksheet Miami Shores Village t:j YIb --- M-- . f 10050 N.E.2nd Avenue Miami Shores, FL �•�•._- ;� Phone: (305)795-2204 Fax: (305)756-8972 ------------ -��-�:: .--------------------- . . . ­--­----------- wlmw : :: :. ::. Inspection Date: February 03,2009 Permit Type: Roof Inspector: Rodriguez,Jorge FEB 0 9 Inspection Type: Nailing Affidavit 20�� Owner: LUBETSKY, CARYN Work Classification: New Roof Job Address:9953 NE 4 Avenue Road Miami Shores,FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Contractor: CONSTRUCTION MASTERS OF SOUTHERN FLORIDA INC Phone: (305)256-1370 Building Department Comments O9 Inspector Comments Passed El 07 Failed Correction Needed ❑ Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 02, 2009 Page 1 of 1 ✓r1 Miami Shores Village 10050 N.E.2nd Avenue ~'• Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: 10/11/200 LMI Project Address Parcel Number Applicant 9953 NE 4 Avenue Road 1132060171250 CARYN LUBETSKY Miami Shores, Fl- 33138- Block: Lot* Owner Information Address Phone Cell CARYN LUBETSKY 9953 NE 4 Avenue Road (305)756-6373 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,500.00 CONSTRUCTION MASTERS OF SOUT (305)256-1370 Total Sq Feet: 1000 Type of Work:Re Roof Available Inspections: Additional Info:NEW ROOF COLOR THRU Inspection Type: Classification:Residential Tile In Progress Tin Cap THIS MUST BE ON Final Roof Hot Mop Up Lift Report JOB AT TIME OF Nailing Affidavit INSPECTION Fees Due jAn Total Amt Paid Amt Due CCF Education Surcharge $0.00 $0.00 $ 0.00 Permit Fee-New Roof Scanning Fee Payment Type: Technology Fee Total: 1 CAA V&Vpt, OR 15 PAID Applicant Copy For Inspections, Call (305) 795-2204. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. Monday,April 14,2008 2 Miami Shores Village 10050 N.E.2nd Avenue oiftaw i .... Miami Shores,FL 33138-0000 S Phone: (305)795-2204 res Expiration: 1 /11/2008 � �� . Z 41141 $.. Project Address Parcel Number Applicant 9953 NE 4 Avenue Road 1132060171250 Miami Shores, FL 33138- Block: Lox CARYN LUBETSKY Owner information Address Phone Cell CARYN LUBETSKY 9953 NE 4 Avenue Road (305)756-6373 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,500.00 CONSTRUCTION MASTERS OF SOOT (305)256-1370 Total Sq Feet: 1000 Type of Work:Re Roof Available inspections: Additional Info:NEW ROOF COLOR THRU Inspection Type: Classification:Residential Tile In Progress Tin Cap Final Roof Hot Mop Up Lift Report Nailing Affidavit Fees Due Amount Total Amt Paid Amt Due CCF $4.20 Education Surcharge $1.40 $0,00 $0,00 $ 0,00 Permit Fee-New Roof $250.00 Scanning Fee $12.00 Payment Type: Technology Fee $6.25 Total: $273.85 ca g- 15 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-named contractor to do the work stated. April 14,2008 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy Monday,April 14,2008 1 SECTION 1524 �*e� -------- HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING-- - CONSIDERATIONS 1524.1 As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section..The provisions of Chapter 15 of the Florida Budding Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following Items should be addressed as part of the agreement between the X d the contractor.The owner's initial in the adjacent box indicates that the Item has been explained.Aesthetics-Workmanship:The workmanship provisions of Chapter 15(High Velocity Hurricane Zone) h rpose of providing that the roofing system meets the wind resistance and water Intrusion i ce tarxiards. Aesthetics (appearance) issues are not a consideration with respect to workmanship vi tiissues such as color or architectural appearance,that are not part of a zoning code,should dyes as part of the agreement between the owner and the contractor. 2.Renatiing Wood Decks:When replacing roofing,the existing wood roof clack may have to be renailed in accwlance with the current provisions of Chapter 16 (High Velocity Hurricane Zones)of the Florida Building e roof deck is usually concealed prior to removing the existing roof system). . Common Roofs: Common roofs are those which have no visible delineation between neighboring units .e.townhouses, condominiums,etc.). in buildings with common roofs,the roofing contractor and/or owner drip1tify the occupants of adjacent units of roofing work to be performed. _4.Exposed Ceilings:Exposed,open beam callings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architecture! appearance, therefore, r nail penetrations of the underside of the decking may not be acceptable. The Florida Buf irr Code pro es the•••.:• option of maintaining this appearance. . 2A5. Ponding Water. The current roof system and/or deck of the building may,net•drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be ark tion pf stWurai• • distress and may require the review of a professionl structural engineer. Ponding inay shorten•the life••:•• expectancy and performance of the new roofing system. Ponding conditions may not be e1kIW until,dltr3�en'ginaI••••• fl tem is renoved.Ponding conditions should be corrected. •• •• •• •••••• 6. Overflow scuppers (wall outlets): it is required that rainwater flow off so thlrt the�roaf*lp not••••�• overloaded from a build up of water. Perimeter/edge waits or other roof extensions mqr bM this dtsuturge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers In pmptqance• • with lFlorida Building Code,Plumbing. '' .Ventilation:Most roof structures should have some ability to vent natural airflow through the interior of e structural assembly(the building itself).The existing amount of attic ventilation shall not be reduced.It may be beneficial to consider additional venting which can result in extending the service life of the roof. _q -3/C - Agent's rg re Date Contractor's Signt q \� /J ce'00, 0 4 PERMIT #: Property Address Permit Number Miami hores Village APPROVED BY DATE ' 1R?ev.112(VDW8d W# ZONING DEPT BLDG DEPT j j Dg COPY SUBJECT TO COMPLIANIVWITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 77, JT. ,cr �iMnEn�Ei��MMni�'r ►v■��■MEi�n�E�nnnnooft"(1Fulgoni MR&S. ■■■■■■■■■■■■■■■■!'.�■ 1D,ISES■E►, ,I 1_`■■■MOMEOEM■SE mKrOX17OE■SERAN ■■■■■■■■■■■■■■■■?'�/■■ 1■►\■■■�' ./1 ■\.'\■■■■■■■■■■■■SPY\Y■■S��IiNr! ■■■■■■■■■■■■■■►i i■■■■ 1MM►'MWr A■■■ I■■�.�■■■■EEE■EEEs�L7�L7■■■■■v■■I ■■■■■■■■■■; �■■ ■E■■■■EM1 ,■■■■■■■■■■■■■��- � ■■■■>■■■>t■■■■■■■■■■■ ■■■■■■■■■■EEE! ■EE■■EMEI ■ME■O■tiiiiiiiiii- ■■■■■■■■■■■■■■■■■■!I]■■OEMESSEE■■E■E■O■ ■■■■■■■■■r�E■i. ■EEE■■■■1 ■E■EEE■ ■■■■■■�^� .�■■� ■■■■■■■■INE■■E■■ �EEE■sEEE■EE■■E■■EEE■E■■EEEESol IMME■■■L. 1 111'■■1 ■■■PROM■1 ■■■■■! �11■■■■■■■■■■■■■■■■■■■■■■■■■■■■< 1.■!■■■■r s' ' 101 ■M■EM000I NEEEEE■ iE■■EEEEMMEEEE■■■■E■EEE■EEEE■■i ■■■■■E!!, �■MOI ■■EEEM■EI I■■EM■■. 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Section D(Step Sloaed Roof System) Roof System Manufacturer: 4 IPAO W&I , n Notice of Acceptance Number: s Minimum Design Wind Pressures, if Applicable(From RAS 127 or Calculations)i• -"'f S- 1 "P2: 5• P3• 9S ' Maximum Design Pressure (From the Product Approval Specific System): • fO O.Gt Steep Siooed Roof System Descri tQ ion . . . .... ...... \ s i9 a. :....: ti\ Deck Type: a N1 wood • :� ..••.• Type Undedayment: _�S ��Z ^� • t• Insulation: • Fire Barrier: .• • •• • • • • :....: • •t • Ridge Venti avan. Fastener Type&Spacing: �^ /.S 74,r \ti\� Adhesive'fype: S7"FE • ., ,a"' \ Type Cap Suet: Mean Roof( eight; I Roof Covering: \ Type&Size Drip Edge: y' 'a Florida Building Code Edition 2004=7�-- Htglt-Vebdty Hurrbcane Zane UrAM Penmit AWWation Form. Section E(]Ile Calculations) For Mor eat based file systems,chow eidxr MetAod 1 a2.CaMove the values for Mr with the Talars frac M,If the MI valves am greater dam or equal to the Mr value,for tab arca of the mut.then the rile metbW is acceptable. -,-�S-1 ����jMzdwd I"Vionew Baasedd Tole camel- s ft RAs 127' �i /� 1� Px'.y�ar ••�1-MB(,fit S m Mrt�� Prod-Approval Mt r�O P/ 1% ✓' =M �53 PnW= fbn•Y' (P2: x aQ !•JV) MB: d APPrwal! �----! -L8) M&w• /�a r3 Ap{eovel MI Method 2"Sing Wmd Tile Calculations Pa lbldo ScIW Required Monett of Resistance(Mr)Frog Table.Babw Product AAmwW b!t Ale required AAomel t Resistance Mean loo/Heigh-1 how sj 1 15' w 2s 30' 40' 2:12 34.4 36.5 3&2 39.7' 422 3.12 32.2 34A 38.0 37.4 39.6 4:12 30.4 322.2 33A 35.1 37.3 5:12 26.4 30.1 31.6 32.8 349 6:12 • 26.4 28.0 29.4. 30.5 32.4 •••• 7.12 24.4 259 27.1 28.2 • 30 2222410.9 • •• • 2222 • 'Most be m ed in conjunction with a list of int based the systema endorsed by the Bmr►ard p•��� County Board or and • • •7�•i'• 2222 2222 For Uplift based ole systemuse Method 3.Canpared the values for F with the valor .fw Fr.irthe F vabm ariveita than a ogrpli•Wt�r valoea • • for each amu of the root then the file atadmim metbod is2222 •••• 2222 • • • • • Method 3"MarmM Based Tile CakuWtiaa Per RAS 127" 0009 •••• 000 • • (Pt: x L = x w:= )-W: x e05 9 ++Fut Pnxlm Appmval F 00000• 000 (PZ: x L = x w:__..._J-W: x las 8 =F,2 Product Approval F,y,e•••• • •• (P3: x L = x w:_ )-W: x ca 0 =Fry Prodoct Appmvbl F i • i 0000 ••i• • Where to Obtain Information .00 •••• ••• Description Symbol Where to find ••••• Desi PI or P2 at P3 RAS 127 Table I or by as eagitring analysispreparN by PE based an ASCE 7 Menu Roof Height H Job Sic hoof B Job Site Aerady ' U.Idpli 1 ProductAppmvd. '6 Restaing_Monco due to Me pry Approval d. '! Gravity •f ,wi Attachment Resistance Mt Iftdoct Approval Regnttat Moment Rnisaunce Cab:oWW Miniuman An F Product Appmoal Resistance Acquired Uplift Acsists6 Fr Calculacd Average Tule R'e' W hoduct Approval TeleW_width Prodoa Approval AlIcalculations rarest be solus sed to tux building official a the two of permit nppkeaeiat. 15.35 MIAM MLAMI-DADE COUNTY,FLONDA J%rM DADS FLAG=BUII.DM BUILMM CODS MMIANCE OFFICE(BCCO) 198 WEST FLAGI,EB SrRRLT,l41JrtE 1603 PEODUM(XNTROL DIYEION MIAMI.F1ORmA 33130.1553 (305)375-2901 FAX(303)375-2908 NOMM OF ACCEPTANCE(NOA) — Enbegra Sam,fnc- 3"N.FeMai sway,Suite 300 S1Wr4 FL.349914 SCOPIC This NOA is being issued under the applicable rales and regulations governing the use of Cott materials. The docmom- -ation submitted has been wNiewed by Miami-Dade,Cir Pwduct Cool Division and accepted by the Board of Roles and Appeals(BORA)to be used in Monti Dade County and oiber areas where allowed by the Authority Having Jurisdiction(AM- This NOA shall net be valid after the expiration date stated,below. The Mianni Dade Ccwuty Product Control Division(In Miami Dade County)anUor the AHD Cm areas other than Miami Dade County)reserve the right to have this product our nwbn i testi for quality assurance,proposes.If this product or material fails to perform m the accepted mamma, the mannficturer will incur the expense of such testing and the ANJ may i nmediately revoke,modify,or suspend the use of such product or mesial within their jurisdiction. BORA rues the right to:evoke this awe,H it is determined by brunn,Daft City Product Control Division that this. or dial fps to meet do req lu of the a� ble ceding code. 0 •••• •••••• •• • 0000 • This product is approved as described herein,and has been designed too comply with the F �iu7dinjL1ode, :00**: including the High Velocity Hu a Zone •••••• 0000.. 0000 0000 . . DESCRWTION:Barmuda Concrete Flat Rod TBe 0 • 0000 0000 00009 LABxjNG:Eat unit shall bear a permanent label with the ms's name ar logoLc�a'���e�•�• •••0•• following statement 11 omi DadeCountyProduct Control Approved",'edp,unlessoft ise'.W h*ein. 0 0 0 0 0000:9 RENEWAL of this NOA shall be considered dkeralanewal application has been filed ani thjm beaaw e* 0000... • change in the applicable burg code negatively dWting the of this product.•• • .011.0* • TftWU ITON of this NOA will occur after tate date or if there has been a revision or c}taage ion the materials,use,and/or mautdacture,of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising a any adter purposes shell automatically tin mete dus NOA.Fatiar+e to comply with any section of this NOA shall be cause for toraminatimt and remval of NOA. ADvER'TL4 :7be,NOA nubiber preceded by the words Aiumn-Dade County,Florida,and followed by the expiration dalie macy be displayed in adverbsnng literature H any portion of the NOA is displayed,then tt shall be done in its gntirelp. INSPEMOM.AL copy of this eattiune NOA shall be provided to the user by the honer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This replaces NOA#06-061006 and consists of pages 1 timmigh 6 The submitted docamaentation was reviewed by Alex Trgera. d (;NOAENo. �000G.OS0fiW 1107IMM P1s�e 1 of 6 ROOFING ASSEMBLY APPROVAL Cattery: Roofing Sub CateM: Roofing Tiles Matetrnl: Com 1. SCOPE Tlikl wises a roofing system asi F.nUWa Plat Comae Rod Tile,as wed F.ntiegra Roof Ti's Corportion wed in Secdon 2 of this Notice of Ac moe,designed to comply with the Florida Building Code,2004 Edition for High Velocity Hurricane Zorn For the laWons where the -• pnaa:tne�requirioil nents;as did by appl c*b Building Code, does not exceed the design pressaw valves obtain by cdicalati m in co�liance with RAS 127 wing die valuers listed in se don 4 herein. The attachment calculations shall be dog as a moment based system. 2. PRODUCT DESCRIPTION M0 :ft ed by Ted Product mm3 Entegm Plat Tmle 1=16" TAS 112 Flat pssoM%inte docking,high presNre W=10" extruded ca»Crete roof file equipped with 1-W two nail holes. Far direct decd or baw•••• nail on,mortar or adhesivdset0ml lic idEfm'0 66006 .. •••• Trim Fieca 1=varies TAS 112 .„,, • . Air trim,concrete•i'�•p fa;usF 0000. w=VamM at hips,mess ridges and veft. *000 i••••9 varying Mickness terolinations• hbnufRC1,1AdAosAewhdW•••6 0 0.•0 6 • Profile. 66660• 000000 6666• •• •• •• • 6666•• 2.1 CObDONBNTS OR PRODUCTS MANUFACTURED BY CMvW 0 0 0 . • 00000* .0000• Ted product0000 • . . 0000.. Rainproof H 30"x 75'roD TAS 104 Single Ply,nail-on Protect-p..Wrap, 36"x 75'roll undue with 'Inc. or 2"wlf-ming top (with carrat NOA) 60"x 750•troll edge. Ice and-Water-- ,n •36"x 75'roll TAS 103 Self adbe;ing W.R.Grace Co. Shield undedaymgm (witb current NOA) NOA No. .Appraval D 07/mo6 Pfte206 Test Proms 3ned0 atm- pewftton Manama wood Battens Vomica' 1 wood Preservers Salt pressure treated generic Mia 1"x 4" Iistitute LP—2 or decay resistant Horizontal Min.1"x 4"for use with vertical>mtbms or W=I"x 2"for use alone Tile Nails Mia 10dx 3" TAS 114 Corrosion resistant generic Appendix E sccreew�b or smooth : h sLii�nails Ive Screws #8x 2 W long TAS 114 Canvsion resistant, generic 0335"head dUL Appendix E coated,square 0.131".shank dia. drive,galvanized, 0.175"screw thread coarse thread wood dia. screws Roof Tile Mortar N/A TAS 123 Prepared mortar Berrraxda Roof (`7'0eTte"e') mix designed for Company,Inc.with mar set roof the current PCA-•• . . . .... ...... . ... ...... Roof Tile Mortar N/A TAS 123 Prepared mortar ' . C`Qgt te® Roof � for •... • ••• to i•• i..e. Tile Mortar mortar set roof the •**c uc is vurj :- •...• #1140") applications. ..spent PCA. .00 00 0 ..:..' Roof Tile Mortar N/A TAS 123 marta< W,R„Bpm Co .• ("BONSAL® mix designed for with c 6 ent FCA• ••••:• Roof 7HaMortar ur"ah ar set roof tale •••• ;....: OPPlications. .. .. . Roof ne Adhesive MA See PCA Two component Polyfbam Products, ("Pob ro® polyurethane Inc. AH160") adhesive designed focr adhesive set a roof file r application& Roof TUC Adhesive 'Factory premixed See PCA Single component Flexible Products TdeBond canisters pobwethane foam (with current NOA) roof tyle adhesive a. NOA Na.A64)SKM i�lratl�a nate: o(kWn1 Approval nate:67/WM Page 3 of 6 F . • j Tat Pmduct �nnfacin�er Hurricaua;(lip& Clips TAS-114 Calfrosion resistant Genic Fasteners Mm.W width Appendix E clips with cin Wn.0.06(r thick resistant nails. Clip Fasteners Mm.8d x I W 3. LIIVIITATIOATS 3.1 Fire classifi ss icn is not part of this , 3.2 For nmortar or adhesive set tile,applications,a static field uplift gest shall be performed in accordance with RAS 106. 3.3 Applicant sW retain the services of a Mand-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appenft `N.Such testing shall be submitted to the Build n Code Compliance Of ficc for review. 3.4 U. tncde.1 shall be in compliance with the applicable Roofing Apps Standards listed section 4.1 herein. - 3.5 30190 hot mopped unde day�it applications may be installed perpendicular to the roof slope unless stated otherwise by the uaderlayment mould manu6 published literature. 3.6 This acceptasm a for wood deck applications. Minuamn deck requirements shall be m compliance with applicable Building Code. •••• . . .... ...... .. .. . . .... . 4. EWrALLAUON • ...... .... ...... 4.1.1 F.ntegra The Concrete Roof Tile and its its shall be•tdMed•in stfiet :....; compliance with Amami Dade County Roofing Application Standard R I18,RAS 119, ' and RAS 120. •••• •••• ••••• ...... .. . ..... 4.2 Data For Aunt Calculations •• •• •• •••• • . . .... ...... Table 1: Aver Wehjht(V)and Dirnow oris Q x w) .• •••• ....: THO Profile. WOW-W OM 'Lengfh4(it) Wit ty(fh • Enteam Flat Mb _ 9.7 1.33 Tate 2: Aerodymn llers-x fi -;tee eater,AppRoation Direct Dadeftolleaffim Entegra Flat-Tile 0.189 0.205 a y NOA No.064606Date OGWA�tt/u Approval DaW 071 Flop 4of6 7 TOWS 3: ROSON duo to Gravit r N6(ft4bn - Too 3":12" 4":12" 5":12" x:12° 7':12"or Prof lie Entegra Flat Battens Direct Bator Direr 'Battens Direct BatbM Direct Bans I Direct Tile asek Deck Deck Deck Deck 6.53 6.43 6.86 6.29 6.71 6.14 6.54 5.97 1 N/A Tatham 4c Athwhm ant Redstarice Expressed as a Momerit-14(Mbf) MIS Festenor TV Direct Deck Direa Deck Battens <A Proms - (min 15W plyharood) (ni 19132"ply Entegra 2-10d Fdro Shank Ibis 30.9 38.1 17.2 Flat Tile 1-10d Smit or Screw 7.3 9.8 4.9 Sunk Nap u 210d Smooth or Screw 14.0 18.8 7.4 Shark Nam 1 #8 Screw 30.8 30.8 182 2 48 Screw 51.7 51.7. 24.4 1-10d Smooth or Screw 24.3 24.3 242 Shank Nap(Reld Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shartc Nap(Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8.... SankN . • . .... ...... 2-10d Smooth or Screw 3 :.9 31.9 . .32.2 ... .• Shank Naps • .. ... .... ...... 2-10d RM Shenk#laits 1 50.3 65.5 -*4** 48, .•.. :••••0 1 Mian WM a r 20 tMdW and U$WM s are i=W a nth.of 2W horn head of t1b. •.•• 0009 *I e• • • • • • • Go Tabes 5: Attachmerd Reese Expressed as a Momerht 1116(k4-W;'; .. .. ....:. for Two Adlosiee Set Tile Too AppUcadm MWmton AttacdApptit :••••: Pruffie • •• • Entegra Flat Tile Adhesive 31 2 see n mdack es approval for 3 Flexes Pmd Company Tp gww Average vaW per patty 13.9 grams. MOO= Inc Awage mmW per pa#y 8'wom Al NOA Ne.0641b06 M EqArudw Doe: 06MM Apprumd Date:07INM P • W 'rabb 5A: Attachltn M Reebbw a E3qwoned as aNWnwd-14(it-bl) for Emle Pafty Adhmdw Set Watem T� a Nbdmwn,AttwJnnent PMft Redbtance Entegra Fiat POIYPFDTN Too Pd^TM 40.4 4 of 45 of P TM. 5 . Medium paftOMOMMft of 249MM of PoWwM. S. LABELING All tiles shall bear the i or ideniflable maddug of the m's p.atm or logo; or following statement:" -Dade County Product Coubd Approvei". 6. BUILDING PERNIIT RMU NTS 6.1 Application for ceding permit shall be accompanied by copies of the following: 61.1 This Notim of Accepts= 61.2 Any other documents required by the Building Official or applicable Building Code m order to properly evaluate the installation of this system. PBOFHX DRAWING ENT UMA"FLAT"CONC UTE ROOF TUX r 16' � •0000• • • 0000 0000.• 0000.• 0000 •0000• • 0000.• • • . • 0000 0000 •••0090• 0000 .9W• •••••. 30' 9.•..• 09 9 00000 0000.• . • 9 • • 0900 X99..• 16' • • 9 • . 0000 0*000 0000.• •0 • v 10' END OF TffiS ACCEPTANCE a NOA No.064)606A5 ' _ ER&adw Date: 06 Ill Appmval Data 87IQ M Page 6 of6 ,Miami Shores Village Fyr Buildin De artment OR ® 8 g l� �/j , 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 B Y Tel:(305)795.2204 Fag:(305)756.8972 .."""" BUILDING d_' Permit No. PERMIT APPLICATION Master Permit No.Ka—ZC)J . FBC 2004 Permit Type(circle): Building Electrical Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) efoowv [:'Pim x Phone# Owner's Address ,.� City State Zip Tenant/I.essee Name Phone# Job Address(where the work is being done) ��J.>? /�,� a=te City Miami Shores Village County Miami-Dade Zip' FOLIO/PARCEL# Is Building Historically Designated YES N0— Contractor's Company Name ? Phone# Cq Jam- &/o? 67 70 Contractor's Address' , I/P f. city �/�/�%/ State Zip - P Qualifier Name ZL Phone# M5_ &,1a —49 7V State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# i Value of Work For this Permit$ �� ( S!ujareLinear Footage Of Work: V�� Type of Work: ['tion Alteration � ❑ Repair/Replace ❑Demolition Describe work: 'IAr 04 /✓1 Submittal Fee$ Permit Fee$ O CCF$ AX CO/CC Notary$ TraininglEdacation Fee$ I• Technology Fee$ f Scanning$ Radon$ DPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ _ Structural Review.$ Total Fee Now Due$ • See Reverse side-a Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do.the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 werk 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 ommencement and construction lien law brochure will be delivered to the person whose property is subject to A , aVed copyo the recorded notice of commencement must be posted at the job site for the first ' tion whit s s (7) d ae building permit is issued. In the absence of such posted notice, the inspection 'I no a appr a e' nee will be charged. Si Signature or kient Con for The foregoing instrument was kni ledged before _ The foregoing instrument was acknowledged before me this day oQtW94,-2040 by day of 4,2A* 20 ,by 7yJg44t'aI who is personally known to me or who has produced who is petsown to qr*% has produced As identification and who did take an oath. rdlo did take an oath. www .aom NOTARY N0 LI �rMr�issioN�oosast>;� Sign: .off°.-''tr'IAE3: MAY20,2011 Sign: .S I Print: I�Q Print:.✓ My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: !6 t/ Plans Examiner Engineer Zoning (Revised o2/ W PIP RE ERE C u�'E MAW A. CAWIBn 1.Y z !2009 1 OWIM 373 N.F. 9M I s rrsYaa StUML " 33138 754.2318 c F 7'S8'7�6 Date: May 19,2009 F,UC-#M 0=74 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores,Florida 33138 Re: Permit#RC06-285 Lubetsky Residence 9953 N.E.4`"Avenue Road Miami Shores,Florida 33138 Folio# 11-3206-017-1250 b*'- Attn: Building Department, I, Mark A. Campbell,having performed and approved the required inspections at the bedroom expansion. I hereby attest to the best of my knowledge,belief and professional judgment,the insulation at the bedroom expansion was installed in compliance with the approved plans and other approved permit documents. Should you have any questions or need any additional information please do not hesitate to contact me. cer ly Mark A. Campbell,Architect f,U State of Florida; #0011074 v Lubetsky C.O.Insulation letter 5-19-09 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... MAN • �•� :•� • �• AN�DAD tJOi�N�'Y,FLORIDA • • • • iViRP;QADEhgA90k BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITS 166 PRODUCT CONTROL DIVISION MMIL FLORIDA 33130-1563 . ; ; NOTICE OF ACCEPTANCE(NOA) �:'. ati&e�v/buiWi>rsaode PGT Industries,lure. • ••• •• 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Div�sibii(In Miami Dade County)and/or the AHI(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted maturer,the manufacturer will incur the expense of such testing and the AHI may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Invision 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. mod v: -'W- "7A s AL APPROVAL DOCUMENT:Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact", sheets 1 through 11 of 11,dated 02128/2006 with the latest revision"C"dated 04/1512007,prepared by PGT Industries,Inc.,dated 08110/2007,signed and sealed by Robert I-Clark,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 Division. 1VIISSILE IMPACT LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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. T.ERNQNATION 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 wiialm Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. ff 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$i request of the Building Official. This NOA revises NOA No.06-0405.E and consists of i atxl evidence pages L-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by el Pe .E. .. .. % .. • PGT Industries,Inc. NOTICE OF ACCEPTANCE:eE'4EN('E SJBML'I 1'SDr . . . . . . . . . . A. DRAWINGS 1. Manufacturer's die drawings and sections. ••• : : •'• V. :•• .•• 2. Drawing No.4127-10,titled"Alum.Horizontal Joliet'Wifldov,bnp wt sheets 1 through 11 of 11,dated 02/28/2006 with the latest recision`V did x/15/2007, prepared by PGT Industries,Inc.,dated 08/1012007, signed and sealed by Robert L. Clark,P.E. B. TESTS I. 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 XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5330,dated.07/1812007,signed and sealed by Carlos S.Rionda,P.E. 2. 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 Pmssure 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 XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTI.4858,dated 03/0812006,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA#060405.11) 3. 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)Waxer 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 XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL4859,dated 03/08/2006,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA#060405.06) kU7ttUjFj ah Manuel P Product Control NOA No 07 .09 Expiration Date: Member 21,2011 Approval Date: January 03,21108 E-1 % .. % .. • • • ••• • • • • ••• PGT Industries,Inc. NOTICE OF ACCEPTANCEtEN SBMiaTTD. . . . . . . . . .. . . . . . . . . . . .•• • •• C. CALCULATIONS 1. Anchor Calculations and structural analysis,coypl T2GMW,'prepared by PGT Engineering,dated 10/26/06,signed and"eO by�.�L.;harf;P.E. Complies with ASTM E1300-98 and 02 •• ••• •• D. QUALITY ASSURANCE 1. Miami Dade Building Cock Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05-1208.02 issued to E.I.DuPont DeNemours for"DuPont Butecite PVB Interlayer"dated 01105/2006,expiring on 12/11/2010. 2. Notice of Acceptance No.034421.01 issued to Solutia Inc.for their"Saflex HP a polyvinyl butryal interlayer for lamination of glans"dated 05/22/2003,expiring on 04/14/2008. F. STATEMENTS I. Statement letter of compliance,and no financial interest,dated 08/10/2007,signed and sealed by Robert L.Clark,P.E. 2. Laboratory compliance letter for Test Report No.FTL-5330,issued by Fenestration Testing Laboratory,Inc.,dated 07/1812007,signed and sealed by Carlos S.Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory,Inc.,dated 03/08/2006,signed and sealed by Edmundo I.argaespada,P.E. (Submu'ted under NOA#0fr0405.06) G. OTHER 1. Notice of Acceptance No.064405.09,issued to PGT Industries,Inc.for their Series "Alum Horizontal Roller Window,Impact",approved on 12/21/2006 and expiring on 12121/2011. Manuel P6rer, Product Control ExasnkmW NOA No 07-0815.09 Expiration Date: December 21,2011 Approval Date: January 03,2008 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW I.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5118'LAN CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A.080 DUPONT BUTACITE OR SAFLEEXIMEPSAFE MAXIMUM PVB INTERLAYER. •••• B.518'LAMI CONSISTING OF(1)LITE OF 1e'ANNEALED GLASS AND(1)LITE OF 11W HEAT STRENGTHENED GLASS WITH A AW DUPONT BUTACITE OR sAFLExtKEEPsAFE • • • MAXIMUM PVB INTERLAYER. • • •••• • •C.6M8'LAMI CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT SUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. • • • •D.7118'LAMI CONSISTING OF(2)UTES OF 3118'ANNEALED GLASS WITH AN.080 DUPONT BUTACITE OR SAFLmuKEEPSAFE MAXIMUM PVB INTERLAYER •i•••• • •• ••• E.7/18'LAN CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH AN.M DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP •••••• • • MAXIMUM PVB INTERLAYER ••••• • • •• ••• SHEET • • •••• • •• F.7118'LAW CONSISTING OF(2)LTTE$OF 311W HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV13 INTERLAYER GENERAL NOTES.............1 GLAZING DETAILS............2 • • •••••• •• ••• G 13/18°LAMI IG:(1)LITE OF 1B'OR 3118'ANNEALED(MIN.)GLASS,6118'OR 3/8°AIRSPACE AND 5118'LAMI CONSISTING OF(2)LITER OF 1l8'ANNEALED GLASS WITH A DESIGN PRESSURES 3 •••••• • • • •• ••• .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER ELEVATIONS...................4 VERT.SECTIONS..........._5 •••••• • •• •• ••• H.13M8'LAMI IG:(1)LITE OF 118'OR 3118'ANNEALED(MIN.)GLASS,611W OR 3V AIR SPACE AND 6118'LAMI CONSISTING OF(1)LITE OF 10 ANNEALED GLASS AND(1)LTTE HORIZ.SECTIONS.........._5 • • • • OF118'HEAT STRENGTHENED GLASS WITH A=DUPONT BUTACTTE OR SF.�MAXIMUM PVS INTERLAYER PARTS UST........._............6 • ••• • • •• EXTRUSIONS......._..........7 • •••••• •••• •• i 1.13118'LAM IG:(1)LITE OF 118'OR 311 B'ANNEALED(MIN.)GLASS.SM8'OR 3!8'AIR SPACE AND 5118'LAMI CONSISTING�(2)LITES OF 118"HEAT STRENGTHENED GLASS CORNER DETAIL_............S • • WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE.... .8.11 •• J.13118'LAMI IG:(1)LTTE OF 118'OR 3M6'ANNEALED(MIN.)GLASS,3118'OR 114'AIR SPACE AND 7118'LAMI CONSISTING OF(2)LITES OF W18'ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLIDUKEEPSAFE MAXIMUM PVS INTERLAYER K.13118'LAN IG:(1)LTTE OF 1181 OR 3118'ANNEALED(MIN.)GLASS,3118'OR 114"AIR SPACE AND 718"LAMI CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LTTE OF 3M8"HEAT STRENGTHENED GLASS WITH AN=DUPONT BUTACITE OR RAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L 13118'LAMI IG:(1)LITE OF 118'OR 3118"ANNEALED(MIN.).GLASS,3118'OR 114'AIR SPACE AND 7M8'LAMI CONSISTING OF(2)LITES OF 3M8'HEAT STRENGTHENED GLASS WITH AN.080 DUPONT BUTACITE OR SAFLIDUKEEPSAFE MAXIMUM PVB INTERLAYER 2.CONFIGURATIONS:O_XILO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-M 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. as 7T B.SHUTTERS ARE NOT REQUIRED. Ha96lag Curio4:w 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL-4858,FTL-4W9 AND FTL-8330. -072 ELOO TEXTRON NOA:041.01.79-0228.05 ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2008 ALUMINUM DESIGN MANUAL ®S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CL"WffiI?9PWNQWAWG THE HIGH VELOCITY HURRICANE ZONE(HVHZ)• FIG 7 C ArmFTG4i.40TONOTES 7JICffa NOTE8TOCLOV E'NTEDIT. NERf{L ��'d.-, i//. �o7oTEc\moorormrAK 10/17/78 8 CHANGETOA87ME13W42 NOKOWS.FL34276 � —ALUM.HORIZONTAL ROLLER MNDOW,IMPACTF.K b/f3/QB ST — A ADDAIR SPACE DBk NOTE 1.TECFG♦ NOTE 78 MOTE B. NOK4MI8 R1 34274 W/kJbly Better e.a.wes saw o"am� me PEP E FX 2tww*M J.J 3/lsme rra7w NTS 1 a 11 4127-10 C ssumwa g s21 50 21 y 000 0 00 00:0,5 50_JU • • C] f�ERI_R INTERIOR[> •••••• *:00 : : 11?NOM. 1!Y NOM. (ALL SECTIONS) •• •• ••• GLASS BITE GLASS BITE • ••••s• • • •••••• • ••• ••••• • • •• ••• • • 51 , , 51 •• 63,64,85 ••• •••• • •• 606162 • s s••• • s• V8'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS • • • •• ••• 090 SOLUIUI OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER •••••• • •• •• ••• 11S'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS • • • • 5118'NOM 7118'LAMINATED • ••. • • •• 51 LANBIVATEE}GF ASS 7/160 LAMINATED GLASS 21 50 21 50 59 S� hGLB59 GtWE 52 52 68,87,88,69,70,71PRODUCT'REVLEED 72,73,74,75,76, ,� �„•,„�,� , 11S'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS Ao ae' OSO SOLUTW OR DUPONT PVS INTERLAYER 0W SOLUTK OR DUPONT PVB INTERLAYER 1fi'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS 5118'LAMINATED7118'LAMINATED MbwuwopmdL',d'r 8118.OR 318"AIR SPACE 3MW OR 114"AIR SPACE IV OR 3118'ANNEALED(MIN.)GLASS 1fi'or 3118"ANNEALED(MIN.)GLASS 13118'NOM. 13118'NOM. 13116°LAMI IG GLASS W/5118°LAMI 13/16°LAMI IG GLASS W/7/160 LAMI FX 40W C NOC 6VMTMS SNEEr ,�,•�a,,�.�� GLAZINGOETA/LS 91 l� F.lG � 10/tTRIB S NDCFWVOETNf38HEE1' Noxa�es,m.sezrs m" ALUM.HORIZONTAL ROLLER WINDOW,IMPACT FX 8179!08 A ADD AIR SPACE DIU TD LAM!l0 067A0.8P.0.9oX lm LQ ork P.E. mu: ass NOKOMS,FLUM Vk161yBetter as�mae °mYpT°' "'" PEOW12 FK 22 1J 3144/08 t�T/o Full 2 14 4171-10 (, sbuck m TABLE 1. XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" I 50 8/8" 54" 60" 63" •••i•• 84" A,B,G,H +80.0 -80.0 +60.0 -80.0 +60.0 -60.0 +60.0 -80.0 +W,O -60.0 +80.0 -60.0 +60.0 -80.0 +60.0 1 -80.0 00 0•••••• . A B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 $0,0 +58.8 -58.8 +56.2 -66.2 •••••• •••• . A B,G,H +60.0 -6D.0 +60.0 -00.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -523 • • O" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +6Q.0 -00.0 +50,0 -60.0 +54.6 -54.6 +51.7 -51.7 •i•••• • •gD, G,H +80.0 -60.0 +80.0 60.0 +�.0 80.0 +80.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 •63.6 +50.9 -660.9 ,I +60.0 80.0,F,L TABLE 2. •••••• • •• •• XQK(113,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W!SAME DLO ARE 1"SMALLER) • • ••• • i VINDOW GLASS WINDOW HEIGHT •••••• **09 • 'MOTH TYPE ALL HEIGHTS LIP TO 63" •••• A,BC, TO 86 7M8" G,H,I TO Be 7/18"ID,E F ' J,K,L +78.0 76.0 TABLE& OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38 3/B" I I: 84" 80" 83" 60" A,B,G,H +75.0 -75.0 +75,0 75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 66" A B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +74.2 -74.2 +70.2 70.2 72" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75,0 _75,0 +75.0 -75.0 +88.6 -89.6 +85.2 -65.2 ��R B,G,H +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 + +750 -750 +581 X81 +63,8 $i3.8 PM ""r�SED D E,F, a car.;.Y;:: with mo Flod awo AK,L +75.0 75.0 AmpliaC N Rglh �callo 19 .O T>mc GLASS TYPES:TEST REPORT FTL4858(XO)g,FTL-4859(OX&)(0)AND F11-5330 511 th-.64 G.13116"LAW IG-1/8"OR 3J16"A,5/16"OR 3/8°AIR SPACE,6/16"LAMI-(1/8"A,.090,1/8"A) B.5118"LAMI-(1/8"A,.090,118"HS) H.13/16"LAMI IG-1/Ir OR 3/15"A,5/18"OR 3/8"AIR SPACE,6(18"LAMI-(1/8"A,.90,1/8"HS) C.5118"LAMI-(1/8"HS,.090,1/8"HS) L 13/16"LAMI IG-1/8"OR 3/18"A 5/18"OR 318"A1R SPACE,5/18"LAMI-(1/8"HS,.090,1/("HS) D.7/18"LAMI-(3/1("A,.090,3(16"A) J.13/16"LAMI IG-1/8"OR 3/16"A,3118"OR 1/4"SPACE,7/18"LAMI-(3/1("A,.090,31167A) E.7/16"LAMI-(3116"A,.090,311("HS) K.13/16"LAMI IG-1/8"OR 3/16"A,3118"OR 1/4"SPACE,7/16"LAMI-(3/18"A,.090,3i1(rHS) F.7116"LAMI-(3/1("HS,.090,3/16"HS) L.13/18"LAMI 1G-1/8"OR 3/18"A,3118"OR 1/4"SPACE,7/16"LAMI-(311("HS,.090,3/16"HS) FA 411MY C ADD MTEGR4LANOPTION&LM47EASTUEW-ODPS Oen 1070mcCHNFL3 DESIGN PRESSURES a 7 FJC fO/17MB 8 RE{?SEDPTAELE3TOA9TbfEf300-0T Nq(OMIg,Fl.g6Tlg *� F C W300 A ADDAARSPACE062MMOL6STYPES0TNRUL PA.90X,E7B ALUM.HORIZONTAL ROLLER MNDOW,IMPACT id�miL Onek,P,E, ' as.Rt xaT4 Vwl*aette. lu"W& PE#39712 FJC amm J.J. 329/QB rptTfo NTS 3 a 11 4127-10 C` I Sbvchff l 27 34r 27 318° 27 318° MAX.DLO 54 5118°MAX.DLO FDMDD MAX.DLO MAX.DLO VENT VENT FIXED D D • • •• • • •s e g g • • •••• • •••�•• • • •• •• X 0 X X O X ••••• •••• • •• • • • • •i•••• 000* •• i P 110°MAX.WIDTH I.F.FRAME _- —05 7118'MAX.WIDTH LF.FRAIL—�j • • 111'MAX WIDTH FLANGE FRAME I® f`�—> 7118'MAX WIDTH FLANGE FRAME •••• DETAIL B-XOX(1/4-1/P-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33$118°MAX. 33 WlS'MAX 1.SEE SHEET 5 FOR VERTICAL.AND HORIZONTAL SECTION DETAILS. DLO FIXED � DLO VENT — — — S3°MAX SEALANT OR GASKET GE AT HEAD AND SILL A I A FRAMEALL 15 57 3!8° I 56. CONFIG. MAX MAX. DLO ALL / DLOALL15 I.F.FRAME iY.7?i6'CRHS7SBD FIXED 82°MAX. ub me Ftmida LAS , I.F.FRAME X ALL1� CONFIG. BY ® Df 1 13 FLANGE FRAME C r' 73°MAX WIDTH I.F.FRAME ® VIEW D-D 70 MAX WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION)fYWOWAWCOMVM --- //// �,-i- AK 4MSM C C WTMXTM0ETA& .& a FL 475 ELEVATIONS LL.E. FJG !0/17A)B 8 NOCtUW(dE'71I/3�fE'Ei' NW(OM18,PL36276Or 7siowALUM ROLLER WINDOW,IMPACTFK NM A NC aMW 7W&fiMT P.O.aOR IUD . tmmtm� NOKOpLiS.FL UM Vlrlbip Better emee,me sak awe C Etre K Z J.J. 323/ M710Tfo NTS 4 11 4127-10 F. INTERIOR 37 32 35 22 1 22 , _ 39 16 •••••� •• • • , 2 • • .••• • • • EXTERIOR INTERIOR 13 JUL— •��• • 21 • • 0904 • Max VENT DLO I-- MAX My;.T MAX.VENT DLO J •••• 00080 MAX.WIDTH(FLANGE FRAM ��•�•• • • � • EXTERIOR 0000 • •• •••• . 19 SECTION B-B ® 17 •" (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) •o: •, :0.. ••• ••i• • MAX. INTERIOR 17 •••: HEIGHT 35 32 37 •••••• • • ,FLANGE 39 ••••• • •FRAME • ® MAX 0000 VEM. DLO Q 16 MAX. FUND DLO MAX FU( D DLO MAX.VENT DLO -4I 43 MAX.WIDTH(IF.FRAME) A 21 EXTERIOR SECTION A A 24 (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIVRAME) 8 21 ®41 � 2 exonvcrRavrsFn 12 8 as�oamtvmewtcnureFl 7 12 24 EXTERIOR INTERIOR 7 21 EXTERIOR INTERIOR 6 10 10 SECTION C-C A ®42 SILL HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME)& (VERTICAL SECTION,I.F.FRAME)& FJC 4H847 C AWWEWMFIN IT61934f.aAND43ANDYIEW. ` Fr 10117AN B NOCHAIYQErt888H9E7 tOmreciaaooroaav��,^„T' SECTIONS wRzobmtL F.K W3&18 A NOCHA✓1GETHISallSEr � --•� ALUM.HORIZONTAL ROLLER WINDOW,IMPACMikP� FJ4 7/28/08 JJ 3 NOlt ,R3C27a V/stbliBeaer �' w.eoaa C tnx7fo Hell 5 s 11 4127-10Shmmw DWGDFBCRBYMN MAIL PGD i EM DWG#MW DESCRB'TYON MATL pm 4102 A FLANGEFRAMEHFAD 6063-T6 AL 612237 66 13/16"LAMIIGI/8"A 3/8"AIRSPA 5/16"LAMI 118" MPM U8"A 2 4025 SASH STOP STD. ANTI LIFT 6063-TS AL 61M 67 13116"LAW ICTUS"A,Yr AIR RA 5/16"LAW U8"A,.090 PVB,ll8" 3 #8X3/4PFLPANHEAD 7834AA 68 " 13/16"IAMIIGVrA,3WAIRSPA 5/16"L4MI1/8" 090 PVA 1 mm 4 4053 SASH STOP COVER SASH STOP) 6063-T5 AL 69 13/16"LAMI IG3/16"A,5/16"AIR SPACE 5116"LAMI 1/8"A,.090 M US"A • ••:•• 6 4136 FIANGEFRAME SIIL 6063-T6 AL 64136 70 " 13/16"LAMI IG3/16"A,5/16"AIR SPACE,5/16"LAW U8" .090 ll8" • ' 7 4137 SIILADAPrM 6063-TEAL 64137 71 13/16"LAMJIG3/16" 5/16"AIR SPA 5/16"IAMI U8" .090 U8" •••••• •• ' � � • 4131 ROLLERTRACK " • 6063 T6AL 64131 72 13/16"LAMIIGI/8"A Mr AIR SPA 7116"JAMI 16" .090 3/16"A •••••• • • • 40 71298 WEEP HOLECOVPR POLYPROP. 71298 73 13/16"LAW IG-VrA U4"AIRSPA 7/16"LAND 16"A .090 3J16"HS 0000 • i2 1626 ADMrVEOPFN CELL FOAM PAD 7PAD1626 74 13116"LAMI K)-l/8"A,U4"AIR SPA($7/16"LAMI 16"HS,.090 3116" • o•i• 3 4002 A FLANGEFRAMEJAMB 6063-TY AL 612225 75 13/16"LAMI IG3/16"A 3116"AIRSPA 7/16"LAMI 16"A .090PVA 3/16"A •••••• 4 4134 GASKET FORMAIN FRAME SIIL JOINT •��• •• 74134W/K 76 13/16"LAMI IG3/16" 3/16"AIR SPA 7116"LAMI 3/16A,.090 PVB,3118" • •�'• •••••• 15 1155 #8X1.000 UADPN.SMS781 A 77 " 13✓16"LAMI ICr3/16" 3/16"AIRSPACE,7/16"LAMI 16"HS .090 3/!6"16 4110 G SCREENADAPTOR 6063-T5AL 641100 90 1014 SCREENFRAME &VEIL 3105H14AL • :::: ••• 17 4054 B F1ICEDME13 T 0RAIL 6063RD-TEAL 64054A 91 1630 SCIUMC IRNEFLU W/RE�OS POLYPROP. • • 19 4066 WSTP,187X FIN SEAL 640660 92 1631 SC REENCORNFRKEYW/OUTRINOS POLYPROP. • •••• •21 4105 SASHTOP&BOTPOM RAIL •••••• 6063-TS AL 612240 93 1073 SCREEN SPRING ST.ST. • •••• essof•22 1683 WSTP.,.250 X.270 HA FIN SEAL 616MG 94 1624 SC REIN SPLINE-.135 DIA.FOAM ' •••i EM PVC • • • 23 225.1 ROUERHOUSING&GUIDE 42112HD 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC •••••• •••• �' 24 226 BRASS ROLLER WRESTS MASS 7ERWW2 96 SCREEN (2(71 H ••••• 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441M 32 4006 D SASHMi TINGRAIL 603HS-T6 AL 64006 2710 33 1235 WSTP 17OX 270AAm FIN SEAL 67S160 35 1096 SWEEPLATCH DIB-CAST 71096 36 1016 #8X.625 PH.FL SMS 7858 37 4126 ISASHSIDERAIL 6063-TSAL 641M 38 1683 IWSTP,2MX27044 FIN SEAL 61683E 2 39 7070 BULBWEATHE1WMIP.187X275 670W .062 40 LTrRAIL COVERCAP 74078"C"LORR 41 4139 ILF.FRAMEMAD 6063-T6 AL 64139 42 4140 ILF.FRAMESILL 6063-TEAL 64140 ® 41®I.F.FRAME HEAD 43 4141 LF.FRAMEJAMB 1063-T6 AL 64141 ® #4139.6018346 50 I GAZING SUJODNK DOW 899,9M95 OR UIVAU NT 51 1224 VINYLCLUMBEADMAB frP247y 52 1225 I VINYL GLAZING BEADBUL13gTp?ggK PRODUCrRe4M 53 4039 B CH.AZINGBEAD-5/16" 6063-T5 AL 6403913 2.784 y ,,yv,y"pR,i,le 54 4044 B GLAZINGBEAD-5/16"W/GRIILI IT 6063-T5 AL 644703 55 4222 A CBAZENOBEAD-7/16" 6063-T5 AL 64222 2182 56 985 C GLAZINGBBAD-7116"W/CRULK1T 6063-TSAL 6995 .062 59 4067 GLAZINCIBEAD-13116" 6063-T5 AL 64W7 L77E4 60 ELAS 5/16"IANI 118" 090 US"A 43 I.F.FRAME JAMB 61 5/16"LAMI 1/8" .090 1/8" ® 04141,6063-TO 62 " 5116"LAM! US"HS,.090 1/8"H$ L . 63 n 7/16"1" 3116"A .090 3/16"A 710--►I 64 7/16"LANG 16 A,A90 PVB,3116" I.F.FRAME SILL 65 " 7/16"LAW 16"HS,.090 PVH,3/16^ 42 Row or. 04140,8N3 T6 FX !41IW7 C ADDIIEM341,42849F1G 171MNO CHANGE7� &V&Er 1070T�«OGYMM PARSUST A AD WACE�n5W06Thm77. ao.egx,� ALUM.HORIZONTAL ROLLER KINDOW,IMPACT4 Clark P�aoxont�.a ssn4 VbA*Samy aa"�u,e edr "ac w."�w a.: PE#39712 ,.J. NR710 NTS 8 d 11 4127-10 (�` g .062 -+� 1.187 - .738 3.62 040 O SASHSTOP COVER ' 3' 4 84053%3-Ts • ...• • .082� • • :•:•.: 271 ..•... .... �--2.71 ""' ••••' :.•: . O FLAN#4102A.FRAME-T6 O FLANGE FRAME SILL O FRAME SILL ADAPTER TI —�z 7ea� '•••• •• •• •.• 04136,6083-TO X4137,8083-T8 �...•i ' • • '•.• ' 11 .082 • •••• •.••.• •....•. . '••••'• '• O �iII. 437 �-1st61� O .061 .082 FLANGE FRAME J AMB 04002A,883J8 •..•' �.403�A SASH STOP HORIZRO R TRACK FIXED MEETING RAIL 6 .062 428 ow 1.83 1 •�07 2 1. —L mg-41E 1.081 f .678 N— 1.090 E� " 21 SASH TOP&BOTTOM RAIL 3Y SASH MTG.RAIL 37 SASH SIDE RAIL GL QNG .5f18" 8414 8083-T6 D,6083HS-T6 84126,8083-T60 #4039%8063-T5 rmwuCT�� as camplyirswhh lbo PWrwa Q& =tm"wq .0m--" .676 � 476 .883 � Pmduot 1.00 1 +�-T ,.086-�—SI T 1.115 .1 T16--�-�� I—F•—=;•-1.�7 O GLAZIINGB 5116" O GLAZINNGABEA 7/16` O GLAZING .71160 O GLAZING BEAD,13116- � 808345 (USED W!GMLL KIT) MM W!MUM #4087 X83 T6 FX 4Jl8RT/ C 010CHA�KiETF! SHEET Fx fOF77a1B s NO CHAN[iETi9►ET +moTeaaaorowve EXTRUSIONS 7 » FX sne a l�f3iMK#TF3flEh7 ro Fly HORIZONTAL ROLLER VVIN�W,lA9PACTMOM Lcxx.rt.P� FK�?/�AB JJ 3 Vtrlbh Beal' t�7t0 HB(I 7 s!! 4127-}0 C g ANCHOR CONJ XOX 113.11134A WMIDCW S TABLE$ NOTES.G ASS TYPES A,B,G H MASS TYPES C,D,E,F.kAK,L ANCHORTYPE3 2,3,WOOD $CXNNC i 1.CONC 2,3.WOOD $;ANC 1,CONC 1.1��� &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZDNES CO TAPCONS 2-114'ELCO 384 CRETE-FLEX 3 412 STEEL SCREWS(GS) 2.GLASS TYPES: WINDOW SIZE HEAD&SILL HEAD&SILL. HEAD&SILL HEAD&SILL HEAD&SILL = HEAD&SILL A.5113'LAN-(113'A,020,IV A) Y S.511W LAMI-(113'A,.�,118'HS) •••• • • • 48.000x 36.375 1112+1+(2+•1 2 1+{2+1+02+1 2 1+02+1+C2+1 2 1+02+1+02+1 2 1KH 2+ C2+1 2 1KC.6118'LAMI- 2+1+02+1 2 (1A°113,.090,118°113) i••••i •• • • 4&000 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C2+•1+C1+1 3 1+42+1+CZ+1 3 1+(2+1+C2+1 3 I+C2+1+C2+1 S D.7118"W1g1'(3118'A 0!�SHB'A • • • • E 7118'LAM!-(3116'A..090,3116'HS • ) •••• • 50.825 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+(2+1+C2+1 3 1+C2+1+0+1 3 1K�+1+C2+1 3 1+�CZ+1+(2+1 3 •••••• • • • • F.7118'LAMI-(3118'118„090,3118'HS) • •••• 54.OW 1+02+•1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 S 1+C2+1+C2+1 3 1+t2+1+C2+1 3 1+t2+1+C2+1 3 G.13118'LAMI IG-118'OR 3118'A,6/18'OR 318'SPACE,6/18'LAM.(1fi'A�,1$'A) • • i • BO OOD 1+C2+t+t2+1 3 1+Cd+i+C2+1 9 1+t2+1+02+1 3 1+02+1+02+1 3 1+C2!1K2+1 3 1+02+1+(2+1 3 H.13118'LAMI IG-118'OR 3118'A 5/18'OR 3N°SPACE 6/18'LAMI-(1A'A,090 1B'HS) • .... . 1. 13118'LAMI IG-113'OR 3118'A,5118.OR 3Nr SPACE,6118'LAMI-(113'HS,090,lAr HS •••••• SUM t+02+1K2F1 3 1+C2+1+{2+1 3 1+02+1+02+1 3 1+4:!+1+02+1 3 1+CZ+I+t2+1 3 1+C3+1+c3+1 S J.13H8•LAMI IG-1/B•OR 3118°A 3/18'OR 1/4'SPACE,TH8'LAN- ••••• •••• ••• 126x 3&376 1+C2►1+C2+•1 2 1+C2+1+2+1 2 1+C2+1+C2+1 2 1+C1+•1+C1+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.1311 V LAMI IG-1A'OR 3118'A,3118.OR 114-SPACE.7118'LAMI-(3/18'A JM,3H8'AHS) • • • ••••• •••i • 48.0W 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+•1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 L 1311 S'LAMI IG-118.OR 3118-A,3118.OR IW SPACE,711frLAMI-(3118'H8,.090,3118'HS) ••••• •• •• 50.825 1•K2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+42+1+C2+1 3 1+t2+1+C2+1 3 • : • • •••• • 54.000 1K2+1+02+1 S 1+02+1+12+t 3 1+t2+1+C2+1 3 1K2►1+01+1 3 1+02+1+02+1 3 1+02+1+02+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING •••••i • ••• 09+IENSIONS. FOR WINDOW SIZES NOT SHOWN.CIO TO NEXT LARGER WINDOW IN TABLE. • • 60.000 1+12+1+C.2+1 31+C2+1+C2+1 31+C2+1+C2+1 31+{2+1+42+1 31+t2+•1+C2+1 31+C3+1+C3+1 3 • •••• • HEAD&SILL 10112°MAX ON EACH SIDE OF MEETING RAIL CENTERLINE •••••• • 83.000 1•K2►1+02+1 3 1+0:2+1+02+1 3 1+02+1+C2+1 3 1+•C2+1+{2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 •• •:•• •••s 4 0.000x 311.375 1+C2+/+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+•1 2 1+C2+1+12+1 225 JgMBg; g-MAX.FROM FROM CORNERS AND 112'MAX O.C. • •••• • 4&000 1+02+1+02+1 3 1+C2+1+4�+1 3 1+42+1+0+1 3 1+02+1+C.2+1 3 1+t2+1+C2+1 3 1+C 2+1+C 2+•1 3 TABLE KEY. •••••• •••• • •• • KM 1+02+1+(2+1 3 1+C2+1+C2+1 3 1+C7+1+C2+1 3 1+C2+1+C2+•1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 X O ••••• 64.000 1+C2+1+C2+1 3 1+C2+1+G2►1 S 1+C1+1+C2+1 3 1+C 2+1+CZ+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 QUANTITY PER JAMB MOM 1+C2+1+C2+•1 3 1+C1+•1+C2+1 3 1+(24-1+C2+1 3 1+C2+1+C2+t 3 1+C.1+1+C2+1 3 1+C3+1+C3+1 3 SURD 1+C.1+1+C2+1 3 1+12+1+{2+1 3 1+CZ+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SUANCHOR QUANTYMS S&OW x 3&375 1+C2+•1+C2+1 2 1+C2+1+t2+1 2 1+C2+1+C2+•1 2 1+(2+1+C2+1 2 1+C2+1+C2+1 2 1+C1+1+CZ+1 2 A CLUSTER ANCHORS CENTERED ON EACH MEEE TINN G RAO.PLUS(1) 48.000 1+C2+1+01+1 3 1+•C2+1+C2+1 3 1+C2+•1+02+1 3 1+2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+M+1 3 ANCHOR AT EACH OPERABLE VENT 50.828 OI+MC2+1+#IC2+lI+C2+1+C2+•1 31+C2+1+01+1 3i+2+•1+•C2+1 3 1+C2+1+CZ+1 31+CS+1+C3+13 PLUS(1)ANCHORS AT FDCED SECTION. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+go-l+t2+1 3 1+(2+1+C2+1 3 1+C3+1+C3+l 3 (9)ANCHORS TOTAL AT HEAD AND SILL 80.000 1+(2+1+C2+1 3 1+d2+1+C2+•1 3 1+C3+•1+C3+1 3 1+C2+1+12+1 3 t+C3+1+p+1 363.000 1+02+1+02+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+02+1+C2+1 3 1+C3+1+C3+•1 3 O.C.ANCHOR SPACING) 74.WDx 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+f2N+C2+1 2 1+2+1+C2+1 2 1+C2+1+C2+1 2 I+2+1+(2+1 2 )--[-25 3/4•MAX, 4&OW 1+C.2+1+C2+1 S 1+C2+1+2+1 S /+C2+•1+C2+1 3 1+C2+1+42+1 3 1+C2+1+C2+1 3 1+•03+1+03+1 3 j I I '---' I--3'MIN. 80.825 1+C2+1+C2+•1 31+(2+1+{2+1 31+(2+1+02+1 31+C2+1+C2+1 31.112+1+12+1 31+C3+1+CS+1 3 L 5401+02+1+2+1 3 1+C2+1H2+1 3 1+C2+1+C2+1 S 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 00 X O x .'1100 1+C2+•1+C2+1 3 1+C2+1+t2+•1 3 1+C3+1+CS+1 S 1+C3+1+C3+1 3 t+C2+t+C2+1 3 1+03+1+03+1 S S&= 1+C Z+1+42+1 3 1+C2+1+•t2+1 3 1+C2+1+C3+1 3 1+C3+1+C3+1 3 1+C2+t+C2+1 3 1+•C3+1+CS+1 3 PRODUCTRHVLRBD av cm pty ogvritl++taPlo+Ma 64.000x 3&375 1+{2+1K2+1 2 1+t2+•1K •22+1 1+{2+1K2+1 2 1+C2+1+C2+1 3 MTG.RAIL,TYP. 1+C2r1+CZ+1 2 1+CZ+4+(2+1 2 &dtd�egCmta 48,000 1+C2+1+C2+•1 3 1+C2+1+C2+1 3 1+12+•1+C2+1 3 1+02+1+2+1 3 1+C2+1+C2+1 3 1+C2+1+C3►1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS A S•O4 80.825 1+C2+1+(2+1 3 1K2+1+•C2+•1 3 1+C2+1+t2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) Dw 54.000 1+12+1+42+1 3 1+02+1+(2+1 3 1+C3+•1+C3+1 3 1+C3+1+C3+1 3 1+C1+1+C2+1 3 1+C3+1+C3+1 3 80.000 1+C2+•1+C2+1 3 1+C2+1+12+1 3 1+C2+1+C3+1 3 1+C3+1+C2+1 4 1+C3+1+03+1 3 1+C3+t+C3+1 9 253W MAX 83000 1+03+1+03+1 31+C2+1+(2+1 S 1+03+1+C3+1 3 1+CS+t+C2+•1 4 1+C3+1+C3+1 311+04+1+04+1 4 1J2'T ' 88.437 x 311.375 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+(2+1 2 F —3'MIN' 41000 1+C2+1+C2+1 3 1+t2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+t2+1 S 1+C2+1+C2+1 3 1+03+1+03+1 3 g-� X O X 5A625 1+C2+1+C2+1 S 1+C2+1+C2+1 3 1+(2+1+02+1 3 1+02+•1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+01+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 S 1+2+1.112+1 3 1+03+1+03+1 3 MAU) t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CS+1+C3+1 3 1+C3+1+C3+1 4 1+CS+1+C3+1 3 1+C4+1+C4+1 4 MTd•�L TYP• S&WO 1+C3►1+C3+1 3 1+C2+1K2+11311+C3+t+C2+1 S 1•+12+1+C3+1 4 1+CS+t+C3+l 3 1+04+1+04+1 4 SLE CLUSTER W/ QTY.OF(4)ANCHORS FA' 4/15V 1 c 1UPDATE TABLES,SELFcruAUIESDUE 7ca CAP.ADJ.1=Tmm=wmw ANCHORAGE SPACING XOX 1/3-1/3-113 FA 10/17A7B S REVISFANgLOtlPA[dE FORMAT,I/f:AD&slu cL 1S7ER8 NOCAWFL3aM *� FA &l3W A ADDSAACEDRAEAWNUGLASSTYPESGINWL as eaoc tms ALUM.HORIZONTAL ROLLER WWWW,IMPACT Rmme L cw,P.S. ttlKmB$.1R 874 11 y at RW amrtew mw PE#W12 FA 2! L1 3C= 1wr+o NTS 9 e 11 4127-10 C axe a + ANCHOR XOX 1m4l'i 114 WAYS$ MANTYM A,B,C AKI GLASS TYPES D E F,J,K,L TABLE a NOTES: lzl�:im 83.WOCXI $CXR 1.LX>NC $3,WOOD 1.ATYPEB ' 2CX71NG t, 1/4'ELCX1 T2-1/4•ELCO894CRETE.FLEX 3-#12 STEEL SCREWS(GM HEAP 8881 HEADS 681 18eA08 8Z1 HEAD 8 SILL HEAD 8 881 HEAD&SBL L A& L PE& 18• , W v ( A,.0B0,18•A) •••• 831ZBx 36578 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C +1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2►1+C2+1 2 8.BHS•LAAO-(Sir ,it HB) • • • • C.8118'LAAO- •••••i LM. 1+C +1+{A2+1 9 i+C2►1+(�1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 __ D.7118°LAW-(3M•A„W0,3H8•A) • • ••••• •••• 1K:2+1+Ca+1 3 1+C2+1+C 2+1 3 1+C2►1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C2*1 3 1+C 2+1+02+1 9 F.7118•L W-�8•HS,8119• ) • F.7118"LAAO. •••••• ••••• 1+C2+1+C2+1 3 1+C2+1*Mi 3 1+C.2+1+C2►9 3 1+02+1+02+1 3 t+Ca+1+02+1 3 1+C2+1+C2+1 3 11G.13(lir.13119'�IG-1W OR 3118° • • 38 SPACE,8118'LAM-(11B'A,W0 1Ai Aj • • • • 1+C2+1�1 3 1'►C2+1+C2+1 3 1+Ga+1+C3+1 91+02+1+CZ+1 3 1+C2+1+C2+1 3 1+ +1+Ca+ 3 LAAOfti-118` r� .6�OR 3W� �LAAG'( ��� "HS)•••• L 13H8'LAAOi(i-i!8.ORSHB•A BHS'X318'SPAC ,8118°LAAQ•(1�•H8„ 1�HS)1+C�+1+C2+1 3 1+C2►1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(:2+1 3 1+03+1+08+1 S J'13118•LAAO�-18' R3118'A 3MO-CR 1/4•8p•• 1+C 2+1+C2+1 2 1+C2+'i+tffi+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 I+Cl+q+i:2+1 2 1+C2+2+C2+1 2 •7118°LAAO- • • •••• •••• L 13119°LA80to-1WOR3MWA,3H8'ot1/4• 7H8•LAAS-�8'AAW,�8•MS) ••••• • 4&000 1+Ca+1+C2+t 3 1+02+1+02+1 3 1+Ca►1+C2+1 8 1+tx+1+C2+1 S 1+C2+iH�+1 S 1+02+2+02+1 S 3.YYWppyy ANt;}{OR Ate,T118•LAAO-(3118.Mae. WIS. NO) •• •• • • • • • •••• 8&88 1+02►l+C2+1 3 1+C2+1+Cat QUANTITIES ARE PER ADJ�IT TABLE AND BASED ONTHE •••••• • • s•• • 3 1+02+1+CT+1 3 1+CZ+1K8+1 3 1+02+1+02+1 3 1+C2+2KN+1 3 �•FOR WINDOW Sl2E81�T81iOVYN,00 TO NEXT LARGER Y FOLLVAM IN • • • IKOW /+CZ+1+ta+1 3 1+02+1+02+1 8 1+C2+1+M' 3 1+C.2+t+CZ+1 9 t+C 2+1K:3►1 3 1+C2+2+(x+1 3 TABLE •••• • HEAD&SILL: 10 W MAX.ON EACH SWE OF MEETING RAL CENTERLINE •••••• • 8x000 1 K t1+C3+1 3 1+t�►1+CN+1 3 1+C2+1K�+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+CS+2+C3+1 3 25 3W MAX.FROM CORNM • •••• •••• • • • 86Oq 1+{:a+1+Ga+1 3 1+Ca+1+C2+1 3 1+C2+1+C2+1 3 1'k2+1+C2+1 3 1+C2+1+C,3+1 3 1+C3+ JAMBS: 9•MAX.FROM AND 22 lW • •••• MNCO.0 •••••• i ••• 74J10px 3638 1+02+2+02+1 2 1+1�+t+C2+1 2 1+C2+2+C2►1 2 1+C 2+2+CZ+1 2 1+C2+2+C2+1 2 1+Ca+2+C2+1 2 TABLE KEY; • • s 46000 1+4:ar +1 3 1+Ml4C2+1 a I+C2+2+Q+1 3 1+C3+4+C3+1 3 •••• 1*C2+2►C2+1 8 i+C2+2+C2+1 3 1+�+2+Ca+1 S IU4CdiOR QUANTITY PER JAIL 80.826 4+C2+2+C2+1 3 1+C2+1+C2►1 3 1+C 2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2K:2+1 3 84A00 1+02+2+02+1 3 1+C2►1+C2+1 S 1+C2+2+C2+1 8 1+{�+2+C2►1 3 1+{�+2+C2+1 3 1+C3+2+C3+1 8 � NT RSCENTERM WAN1+02+2+01+1 3 i+C2+1+Ca+1 3 1+CZ+2+C2+1 3 1+C2+2►C2+1 31 3 1+03+2+03+1 9 MEET�) AT EACH MEETING RAL PLUS(1) 88000 1+01+2+02+1 3 1+02►1Kx+1 3 1+08+2+03+1 S 1+03+2+03+1 3 1+02+2+02+1 3 1+C3+2+C3►1 8 ANCHOR AT SAM OPERABLE VENT PLUS 8t=x3&378 1+CZ+2+C2+1 2 i+CZ+2+C2+1 2 1+12+2+02+1 2 1+C2t2+(g+1 2 1+C2+2+C2+1 2 1+C2+3►C2+q g (12)Ai4)AN TOTORS ATFOCEDSECTION 4MCa10 1+C�+2+C2+1 3 1+03+2►Ca+1 3 1+02+2+02+1 3 1+tx+2+C2+1 8 1+C2+2+C2+1 3 1+C3+3+Ci►1 8 (12)ANt2iOR8 TOTALAT HEAD N�8 80.88 i+C2+2+CZ+1 8 1+C2+2+CZ+1 3 1+0x+2+02+1 3 1+C2+2+C2+1 3 (3-1+C2+2+t +1 8 1+C3+3+C3►1 3 •O.C.Arm SPACING) 8cumm 1+01+2+Ca+1 8 1+�C2►2+Ca+1 3 1+03+2+02+1 8 1+Ca+2+Ca+1 3 t+C2+2+02+1 8 1+C4+gtCq+1 3 (( 26 3f4*am 86000 t+4:2+2K12+1 3 1+02+2+02+1 8 1+C3+Z+C8► MK 1 3 1+05+2+03+1 3 1+Ca+2+C2+1 3 1+C4+3WA+1 3 L_ ��' 88A00 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C8+q 3 1+03+2+08+1 S 1+C2+Z+C2+1 S 1+C4+8►C4+1 3 REF. 106578x 38.378 1+tl+2+C2+1 2 1+{ST►2K 2►1 2 1+Ca+3+Ca►1 Z 1+C2+3 C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 46000 9+C2►B+C2+1 3 1+C2+2+CZ+1 3 1+C3►3+CS+1 3 1+C3+3+C3+1 3 11 3 1+C3+4►C3►1 8 608ffi 1+02+3+0x+1 8 1+C2+2+t�+1 3 1+03+3+03+1 3 1+C3+3+C3+1 3 1+C3►3+CS+1 3 1+C3+4+C3+q g RAIL,1YF PIt01>U4'fP.WMam EXAMPLE CLUSTER f QTY.OF(3) ma as I kwft 64.000 1+C3+3+C3►1 3 1+C2+2+C2►1 3 i+C3+8K�+1 3 1+03+8+03+1 8 1+C3+3►C3+1 3 l+C4►4+C4N S BuQ✓Arvab fUNCHOR$ Acogwxoxo .oq 80.000 t+CS►3+08►1 3 1+C2+2+CZ+1 3 11+003+040-3 1+C4+8+Cy+1 4 1+03+8+03+1 8 1+C4+4+C4►1 3 (SHOWN IN TABLE KEY ABOVE) mm 88.000 1+C3+8+C3+1 8 1+CZ+2+CT+1 3 1+C4►3MM1 3 1+C4►S+Cr{►1 4 9+C4+8MM1 8 1+C6wy►CS►1 3 3!4'MAX 111.00Dx 38.876 1+t`Z+3+C2+1 2 1+Ca+2+C2+1 2 1+Ca+3Kaa+1 2 1+C2+3►C2+1 3 1+C2+3►C Z+1 2 1+Ca+4+(�+1 2 48000 1+02+3+02+1 3 1+C2+2+C2+1 3 1+C8+3+C3+1 S 1+C3+3+Mi 3 1+t2+3+02+1 3 1+C3+4+C"iw►1 3 3'MIN' 8088 t+0x+3►C2N S 1+tx+2+Cat1 S 4+C8+S+C3+1 3 1+C3+3+C3+1 3 1+C3+3+CS+1 3 1+03+4+03►1 3 84000 1+CS►3+C3+1 3 1 3 1+C8*43+1 3 1+CS+S+CS+1 3 1+C3►8►C3 1 3 1+C4►4+C4+1 3 86000 1+C8+8+C3+1 3 1+C2+2+C2+1 3 1+00SPO+1 3 1+04+3+CA+1 4 1+C3+3+CSt1 3 1+C4►MC4+1 3 MM RAIL.TM SM 1+C3+3►C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+8►C4+1 4 1+C4►3►Gk1 3 1+LaS+4+tb►1 4 EXAMPLE CLUSTER W/QTY OF(¢}ANCHORS FJc c r, etErnmEacrVALUES oW7vaxciwADA a.a.. �K a r ur► nD&UL imam" ,L � ANCHORAOESPAC/NQ XOX 4'A 112-1/4 Fx snsroe a 3P+iux: alneatr�o7raax. rtamlol+sm LLrM.HCM?(ZONTAL x A Jd S8 w aaa+ y, ,g ROLLER WWDOW,IMPAG7 Rim LClwkp.L +� A1T3 8 d 41 4427-40 C PEWM2 ANCHOR QUANTITIES XO S OX WINDOWS TABLE 6 COTES: -G ASB-'tYPESAA0.14____ GLASS TYPES C,D,E,F,IAK,L i.ANC110R'LYPE& l ANCHOR TYPE 2,3,WOOD 2,CORK: 1,CONC 2,3,WOOD I 2,CONC 1,CONC l-114'ELC07APCONS 2-iW ELCO SS4 CRETE-FLEX 3-#12 STEER-sCREws(Gs) 8 SU38TRATE ZONES ZONES ZONES ZONES ZONES ZDNES2 id - m 2-.GLASSTYPES. NDOIN `� A:ST16'LAAdI-(12'A„0W.4) '- • s•�. • W 809g g �y S.BMW LAMI-(1/8°&.090.lir HS) ss[[ < C.SMB'LANA-(118'HS,.090,1)'HS) •"••i • • •37.000 x 38.375 1+C2+1 2 1+(x+1 2 1+(x+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.711W LAMI-(3 MW A,.08%3118°A) • • • •s • • • E 7118"LAMI-(3MWA,.080,3MW HS) •••• • • • • 48.000 1+C2+1 3 1+C2+1 3 1+(2+1 3 1+t2+1 3 1+(2+1 3 1+02+1 3 F.7118'LAMI-(3M8'HS,A%X18'HS) • "'• • • 50.825 1+C2+1 3 1+(2+1 3 1+C2+1 3 l+(2+1 3 1+C2+1 3 1+C2+1 3 G•1311W LAMI IG-iB'OR 3118•A,SMB•OR 3W SPACE,8118°LANA-(1B'A,.090,1/r A) • • • e H.13/18•LAMI IG-12.OR 3MW A,BM6'OR 3B'SPACE,5116'LAMI-(1f8'A,.080,118°HS •i•• • • •• 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 '3 1+C2+1 3 1. 13116'LAMI IG-1/8'OR 3MW A,5M6'OR 318'SPACE,8118'LAMI-(1/8°HS,090,1f8'HS) ••'•• • 80.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13M8'LAN IG-116'OR 3M8'A,3118'OR 114'SPACE,7116'LAMI-(3118'A,.O80,3MW A) K 13118'LAMIKi-U8'OR3MWA,3118'ORIWSPACE,7116'LAN-(3MWA,=,3tIWHS) • •i�• •'•• ***v.UL_83.000 1+C2+1 3 1+(.2+1 3 1+p+1 3 1+02+1 3 t+CZ+1 3 1+p+1 3 L 13M6'LAM11G-IW OR 3V18-A,3116'OR 1/4'SPACE,7116'LANA-(3116'113,.080,3MW HS) 00000 •• •• • • 48.000 x 38.375 1+C2+1 2 1+(2+1 2 1+C2+1 2 1+C2+1 2 1+t2+1 2 I+C2+11 2 • • • s i WI 3. NDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING••• i • • • • • 45.000 1+C2+1 3 1+C2+1 3 1+(x+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE • • • 50.825 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+t2+1 3 1+C3+1 3 •••• • •••• • HEAD 8 SIL 1012°MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. • ••'• ••i• 64.000 1 Kx+1 3 1+C2+1 3 1+03+1 3 1+(x+1 3 1+(x+1 3 1+03+1 3 18 314-MAX FROM CORNERS. • • i • •• 80.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+(2+1 3 1+C3+1 3 JAMBS: 8'MAX.FROM CORNERS AND 22 lj7 MAX O.C. •i•.•, •••• • e 83.0001+C3+1. 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+t2+1 3 1+C3+1 3 TABLE KEY: O 3 • • 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+(x+1 2 1+0.1+1, 2 1+(2+1 2 •"•• 2+03+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+132+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.825 1+02+1 3 9+t2+1 3 1+03+1 3 1+02+1 3 1+t2+1 3 1+C3+1 3 HEAD Arm 81LL ANCHOR QUANTITIES 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CLUSTER ONTI M CENTERED ON THE MEETING RAIL 60.000 1+CB+1 4 1+t2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 83.000 1+C3+1 4 1+C3+1 3 1 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND MMSECTION.(7) 8D.000x 38.375 1+02+1 3 4+(2+9 2 2+02+2 2 1+(2+1 3 1+(2+1 2 2+(2+2 2 ANCHORS TOTAL AT HEAD AND SILL 48.000 1+C2+1 3 1+(2+1 3 2+03+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3-MIN.O.C.ANCHOR SPACING) 50.826 1+C3+1 3 1•K2+1 3 2+C3+2 3 1+C3+1 3 1+t2+1 3 2+03+2 3 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 eWMAX 80.000 1+03+1 4 i+C3+1 3 2+C4+2 4 1+C3+1 4 1+p+1 3 2+C4+2 4 8,REP 63.000 1+C3+1 4 1+C3+1 3 2+04+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 X O 88.000 x 36.375 2+01+2 3 1+C2+1 2 2+(2+2 3 2+(2+2 3 1+C2+1 2 2+C2+2 3 48.000 2+t2+2 4 1+(2+1 3 2+C3+2 3 2+(2+2 4 1+C2+1 3 2+CS+2 3 MTG.RAIL e� 50.825 2+C3+2 4 1+(2+1 3 2+p+2 3 2+03+2 4 1+t2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Ewdincoft - -`+•�� 54.000 2+C3+2 4 1+(2+1 3 2+C3+2 4 2+C3+2 4 1+02+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 80.000 2+C3+2 4 1+C3+1 3 2+04+2 4 2+03+2 4 1+C3+1 3 2+04+2 4 83.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+03+2 4 1+C3+1 3 2+04+2 48 3W MAX -74=x-218.376.378 2+C2+2 3 2+t2+2 2 2•K2+2 3 2+(2+2 3 2+(2+2 2 2+(2+2 3 j IW .-r L_ �-'3'MIN. 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 9,REF 4 +2 2+03+2 4 2+02+2 3 2+q+2 4 X O 54.000 2+03+2 4 2+C3+2 3 2+04+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 80.000 2+03+2 4 1+03+1 3 2+04+2 4 2+03+2 5 2+03+2 3 2+04+2 4 TG'�L 83.000 2+C3+2 4 1+C3+1 3 2+04+2 4 2+04+2 5 2+C3+2 4 2+04+2 S EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 'PA �/% FX ata�r c c3rornerFsroassr crvaumowroa cap � ' ANCHORAGESPACIW OXANDXOWWNDOWS 011d " RK tOMTA76 B )tffMEANCHOWaEF0WT,NEAG 8 S8L C USMW t MUM R UM mr Fx 3da9 A �BPACED TOl,YA83fyP�Q7t 1L N PL2�74 ALUM.W10141Z�11TALROLLER VNIN�W IMPACT Lcbx,P.E. a er. o�Wiu RK 7/1BAS J 1 37Jp8 °' ttR7tp Ail$ t0 m 11 4127-10 C SbUM&lw ® ® 13/4"MIN.ED.TYP. v BUCK, NOTES: MM.3A KSI + NOTE 3 1.FOR CONCRETE APPLICATIONS IN MIAM40ADE COUNTY.USE ONLY MLW41WE CC NTY APPROVED 1W ELCO CONCRETE •' 1 . © TAPCONS EMBEDE013Ar MIN-OR 114•SS4 CRETE+M EMBEDED 1314°MIN..MINIMUM DISTANCE FROM �° ;: NOTE 1® MIN. ANCHOR TO CONCRETE EDGE IS 13/4•. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. 1X ° • a. '—T i A2.FOR WAD APPLICATIONS IN MIAMI-DAM COUNTY.USE#12 STEEL SCREWS(QS) 1!4.884 CREfE FLEX WI H NOTE 3 T 1 #12 TRIMFIT HEAD. • • • • • 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS •••••• •• • • • 1 THAN 1112'.1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUR CONCRETE, • • • 000 • • • MAX WOOD BUCKS DEPICTED AS 2x ARE 1 1R'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD • • • SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. •••••• ••••• E MAXWOOO ANCHM • 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM • 000000•• • 90:64: DETAIL A �2 DETAIL B OF tt5'THKX THE ALU'AN IM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE ••••• • • •••• • TYPICAL FLANGE FRAME HEAD SECTIONS WINDOW#12 SHEET�SCREW WrM FULL ENMLAR TO THAT S IN THESE GAGEMEENT INTO DETAILS ALUM FOR 2x WOOD�CRS�SHALL THE A 600:00 • •••• •••• • 00000 •• RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORANCHOR TYPE 2 MAY BE USED. • 00:0 ••••• 114' • • • MAX 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER •••••• •••• SHm LI 1 3/8° 1/4°MAX.SHIM—+I I+— 1 114'MIN. DS R MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING • • • �' I I CODE.CURRENTEDITION.••••• (1.5K8lCMU) • •••••0 OR • •••• • ,•;,'• PER NOTE 1 0:0000 • ••• + (3.4 KSI CONCRETE) •••• • WOOD 1 • NCRETE 0000• ANCHOR _I NOTE 2 ANCHOR i NOTE 1 � J 13W EXTERKbt IRERIOt —`•- •, A MIN.ED 8 SILL DETAN S A B.C,D�&H) TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 - � SEE NAILING � DETAIL E DETAIL F (JAMB DETAILS R F&q TYPICAL FLANGE�FRAME JAMB SECTIONS —���— CONCRETE NOTEI AOR. DETAIL H (HEAD NOTE 2 NAILING .131 DIA MIN.x 21/a'NAIL AT CORNERS AND I.O.C. RZC:?:_ .,7.TM D 1/4' 1w TYPICAL DETAILS 0.H&I. eo::^ s:tL•Ga Florida MAX MAX SHIM SHIM • i SEE �. .• , Id0lE 1® ® NAILING WWMIN 3CRETE �'• SEE NAILING CON 2x WOOD ® DETAIL C BUCK, DETAIL D; NOTE 3 DETAIL G(SILL)® DETAIL I(JAMB) TYPICAL FLANGE FRAME SILL SECTIONS ®TYPICAL INTEGRAL FIN FRAME SECTIONS FA4M6i07 C pip. o.ermR �(� FA rmr7ari+ EA MmEwwwT..E vrastir. toro>t oiamrrm I ANCHORAGE DETAILS 7 FX VMS � �s�78 ALUM.HORIZONTAL ROLLER L WNDOW,IMPACT �Lci.r PE. PA.BQX tffia P�XOMIB,PL a�74 1/;gJb/�. a� Q"+eM. C PE712 FX 2> e 929/GB rna HNdf 1f -ell 4127-10 ly, "%P'V N".fq, 4 v ky �j?,41 40 f�2�-.4 aik 14- I::All 11.4 oil .......... ...... MIA111L I TO W-1 x ty Z.W W3 Inspection Worksheet Miami Shores Village m 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date:June 16,2009 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: LUBETSKY,CARYN Work Classification: Addition Job Address:9953 NE 4 Avenue Road Miami Shores, FL 33138- Phone Number Parcel Number 1132060171250 Project: <NONE> Contractor: EFE BUILDERS LLC Phone: (305)807-9217 Bullding Department Comments NEW 2 CAR GARAGE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-115137. Survey does not match site plan and does not show addition. 'zorwif Cot-; Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspectlons please call: (305)762-4948 June 16,2008 Page 1 of 1 t Miami Shores.o � Village Building Department 10050-NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 RECEIPT" PERMIT#: �� 2 �� DATE: Z '� I, rl Arc A. cf o Contractor o Owner -r Architect /Picked up-2 sets of plans and(other) S .► n,,� Address:- From the building department on this date in order to have corrections done to plans And/or get Countyps. I unders d that the plans need to be brought back to Miami Shores Vill a Building Departme c inue permi g proce Acknow ed by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: i PERMIT CLEARK INITIAL: ZROOMIML 62mtaft 'mita m shoot I of 2 Northeast 4th.Avenue Road -------------------------- 111 14 13 12 11 10 9 8 7 6 5 4 17 16 15 ;r 21 22 23 24 25 26 2 29 30 31 32 28 33 34 �' 1920 � ham, Gran Concourse �f=� PROPERTYADDRESS: ELE VA TION INFORMA TION 9953 Northeast 4th Avenue Road ABBREVIATIONS National Flood Insurance Program Miami, Florida 33138 " L -AVENUE FEMA Elev. Reference to NGVD 1929 AVE: MV@11J8 AM-ASPHALT . ^L -AB-BUILDING NER Comm Panel 120652 SURVEYOR NOTES .LAG-nuOCKC CS.-CATCH BASIN Panel # 0093 Ca.-CATCH LINS1N of Lands Shown Hereon were not abstracted for CO -CHAINLINKFENCE g ay `OL -C° Firm Zone: "X" Easement and/or Right ofWay Records.The cot -coLUMN Easoment t Right of Way that are shown on C.U.P. LE . uartP B survey are as per plat of record unless otherwise noted CAS-CONCRIM acoCx Date of Firm: 03-02-1994 #2 Benchmark;Miami-Dade County Public Works Dep. STRUCTURE C.M.& ,u.MArNtmdAxes B/M Loc.3250SW,B/M Name N-603.Elev.7.70'N/A EASEMENT Base Flood Elev. N/A 03 Bearings as Shown hereon arc Based upon D.M -DRAIN Ar F.Floor Elev. 11.91 ' Northeast 4th Avenue Road,N61°31'47"E(Chord) D.M.&-DRAMAOeaMANgrmaAxcE #a Please see AbbreviationsNMC. ENCROACHMENT• � Gara a Elev. NIA #5 Survey is incomplete Without Sheet 2 oft &T.P.-ELECTRIC TRANSPDRMBR PAD g #6 Drawn By:A.Alvarez Date:06-09.2009 F.P.L.-FLORIDA POWER AND LIGHT f�X, it Trt - S Sulilt J #7 Complete Field Survey Date:06-9-2009 F.H.-FIRE HYDRANT F.LP.-FOUND IRON PIPE ' #8 Disc No 2009,Station Surveing Scion F.F.-FINISH FLOOR #9 Last Revised: F.D.H.-FOUND DRILL HOLE FJL-FOUND RERAR #10 Legal Description Fumished by client. PID-POUND DISC #I l This Certification is only for the lands as described. UP-I-RON FFEIN�tCR CERTIFIED ONLY TOO- it is not a certification ofTitic,Zoning,Easements. L -LENGTH L.P. -UGHTPOLB or Freedom of Encumbrances.ABSTRACT NOT MEAL-MEASURED Cary Lubetsky&Caryn Lubetsky REVIEWED. M.H. -MAN HM #12 There may be additional Restrictions not shown an N.G.V.Dr�7OTCALGAWTUM C this survey that may be found in the Public Retards N.TS.-MOTTO SCALR of Miami-Dada County,examination of ABSTRACT O.S.� "� OF TITLE will have to be made to determine record P.C.P.-PERMANELEGAL DESCRIPTION• NTCGNIROLPOINT • instruments,if any affecting this Property. P.C.-POINTOF CURVATURA #t3 ACCURACY:The expected use of the land as classified RES� rre Lots 5 and 6,Block 96 of: MIAMI•SHORES ` in the Minimum Technical Standard(61017.6FA4 is SDWIK�D ALK n "Residential".The Minimum relative distarroe accuracy U E -UTILITY EAsm.ffiNr SECTION 4 .according to the Plat Thereof for this type of boundary survey is I foot in 10.000 feat. WIF -w�PSNCS The accuracy obtained by measurement and calculation wu:P#w as Recorded In Plat Book 15, Page 14 of the a closed geometric figure was found to exceed this n F - � requirement t Public Records of Miami-Dade County, Florida. re +-•..,�- -WOODPmJCE #14 Foundations and/or footings that may cross beyond the OWN0009=0 -Cas WALL• boundary lines of the parcel herein described are not ML.:PC- shown hereon. anus -D 1010M TtONS #I5 Not Valid without one signature and the original raised -aun.on S seal ofa Florida Licensed Surveyor and Mapper. f---+ -DISTANCE Additions or deletions to Survey maps or reports by other than the signing party or parties is prohibited without w work on information. vision&that the survey meets the minimum ritten consent of the signing party or parties. AFA r{ This certifies that the survey of the property #16 Contact the appropriate authority prior to any design U{NIV. descnlW hereon was made under my super- #17 Underground utilities are not depicted hereon,contact the appropriate authority prior to any design work or Cam ✓E111 s Inc. Board technistandards set forth u they Florida construction on the property herein described. P .r Boafd of Professional Land Surveyors& Surveyor shall be notiflod as to any deviation from an Mappers In Chapter 61 G 17-6 of Florida utilities shown hereon. a. Administrative Code,pursuant to Section #18 Ownership Subject to OPINION OF TITLE. 472.027,Florida Statutes. 411b &That the$keteh herd is a clue and nfaacculat�rhpresedon thereof tO'the best g,4 of my knowlnd BeNet,,,ai�hject to notes L aha ariii n. L tigrls sAowR k Professional JOB # 09-282 Surveyors&Mappers LB 7498 13050 S.W. 133rd Court " DATE 06-09-2009 Miami Florida,33186 A,w,,, 1wr Ph, #(305 234-0588 llssae PB 15-14 Fax#(305)234-0423 stoteofFlo,fde Not , tduWas'Slgned,&SImped wh*Nxhe WSeo! eller'19una ry. .survey a 92 a .00,Right of Way Dedicated as per Plat Book 15.14 Mia:Dade Co. 75 ( .n :18.4'Asp .W8�4T20'E . y• d� rtheast 4th Avel 4 35.7T I Asphalt I z 23.67 Parkway R=2224.74 :D/W : I I : Asphait: L-106.20 I w I N : D/W: Tan=53.11 j I2044'07" ` 17.80' : 'i °•..column 43.3'• 1.73'x1.73' 3 ' . ,, + _ ;`:,,•:1 :6 52 o :..• :� " :5 d .1'Siewalk < p :` 17 '•�:. _ M y , ', chord 4M Bearing :�• '19.20' `, 008 4M 9' `+ N61lOb.t9' I &Dist ''•` ` `,. r• '.'�' column :. 5, no id I ��� ;'�ti� I ISI �.j•;;: 41.73'x1.73'a,: 0. no Id te concre slab : '' I::.; ,:. i..•j:`,,:Driveway O /0`�:�.^•..`+9.00. 1•`..i•. '!.:�x`',�.�•n.�`Y�.!r•;:• ,:1.'.ht�:�,.",", qry ` °: :; o• ' ' �'I: ': Concrete `Dnveway..t 0_82' n I``; },:. `t''�.+. ••,..', '11.28 I 10.25' i N Brick col. Brick wall s Grass 14=4.0' 51ab 'i N 11.45' ik itP c 0.35'CLF Ha;,W=1.0 0',3.0 0 k with IN on top I 10.14 v r 12.30' ry 0.44'CB Water Grass I t3, t LU b pump on0.56 1 foo�Qn� CLF Dirt 10.00' B\*�O sQ ft ' 2.ST 000' I A/C slab :.. a� b 4'x3.4' :�. 6.00' a ` ;Brick Envy: 8:30' Nd 27.18'. v I A/C slab - V ONE STORY CBS 3' 7.35' "; •1.•Y v; HOUSE RES•09953 v1 A/C slab . 3'x3' FF.Elev-+11.91' Aluminum Area Rest room insid 35Water Pum p t'-' 9.50' Planter 4.0'x4.05' 27.65' Tile step 11.70' x3 ••. 3.4' .58' ' I y t I PA on Conc. ' •X.• 2045''v r e3 18.41' jqa •�, �°'•n I Q Planter p.:.•. '^ 1 Pool Pool Deck"ry ;•,. 1 ,rlj ?• t I35' Covered Bar 12163 ~: :,.;'� x�-'� yoj.60' v 9 +o Are�D-7.8' 'i :;, 1 `$.• I x Net Fence u. a, , Pool Hm4.0,.•'` I " a 'CLF 13.��' v• I6.1H1' t 3. out of Pbol 1 I �` v 1.80 I- Brick Grill'w 1.29' Wan s 5.68 CLF I • ,6I� I. Blue �• 1.961 e o e u.p e. U. c: :L=100.01 :od 5 0-Alley 0-0 0. Asph.Pay.: 0.Ot3: _ no ld;:;:::::::::::::::::::::::.: Plat Book 1S-14Mia:Dade Co. 1 S.00'Alley Dedicated as per JOB # 09-198 hh ' DATE 06-09-2009 I1�I1 :'• The sketch hergon is a,ttptF nrid.. PB 15-14 - w�- Aecura e#iresantad"d(ereof to the best GOmpany, IIIA of m ted a attd belief Stitbject to notes r r 1 . and~b10 BongsNb�6tEchergon r. Surveyor Notes: Survey is Incomplete without sheet I of 2 Scale of Drawing 1-20' Drawn By:A.Alavrez Date:06-9-2009 _ _.. 4Qj Completed Field Survey Date:06.9.2009 AFA&COMPANY,INC.LB#7498 Professional Land Surveyors and Mappers & offer#SSdtf 13050 SW 133rd CT Mtan;4 Fiorlde 33186 L 8�a state a a PH:305-2344M FX:305 234-0423 AW/ d nniexrSiBned A&tamped with 6mhossedSeai "'A M I T #: _ Miami Shores Villa ge PROVED A 1 -MING DEPT -py =ILDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL, LSTATE AND COUNTY RULES AND REGULATIONS M:313KL . CA VIBFA :aCc� MV SIFT MS. flA. 33138 7S u F 75S� NO Date: May 19,2009 �,Uc *AR 0OW74 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Re: Permit#RCO6-285 Lubetsky Residence 9953 N.E.4d'Avenue Road Miami Shores,Florida 33138 Folio# 11-3206-017-1250 COPY Attn: Building Department, 4�r 4,X0 I, Mark A. Campbell,having performed and approved the required inspections at the bedroom expansion.I hereby attest to the best of my knowledge,belief and professional judgment,the insulation at the bedroom expansion was installed in compliance with the approved plans and other approved permit documents. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, Mark A. Campbell,Ai 'tett State of Florida: #0011074 Lubetsky C.O. Insulation letter 5-19-09 wf•'iA THIS PERMIT CARD MUST BE DISPLAYED ON THE FRONT OF THE JOB BY ONE OF THE FOLLOWING METHODS OR NO INSPECTION WILL Bg MADE 1"x 8" VISGUEEN ON FACE MIN.12"x 18" PROTECTIVE FLAP WITH OF BUILDING BACKING BD. LEDGE FASTENER WITH PROTECTIVE COVERING 12" PERMIT 18" PERMIT M MIN. 4' MAX. MIN 5' OR ♦---AOR 2"x 4" MULL filla MIN 18" PENETRATION v FASTEN TO BACKING AS INDICATED ON CARD STRUCTURAL PLUMBING AiiiiiiiiiiIiii� ELECTRICAL tipRET 'fln Caps} Ftoor Pugh ShN In Prcress a � IaImm Gas Igh x " ` IErcom Irri ►n Y� "� -�� Day' np Poste APAWt1 ;; A, Flrew; rin PP p Pel Plplt . FOR INSPECTIONS' CALL 305-795-2204 INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305-795-2204 . .. DISPLAY THIS CARD ON FRONT OF JOB INSPECTION RECORD POST ON SITE QR Miami Shores Village Permit NO. RC-2-06-285 g es 10050 N.E.2nd Avenue all um Miami Shores,FL 33138-0000ithm Phone: (305)795-2204 Fax: (305)758-8972 .. � aR Issue Date:411412008 10/11/2008 Expires: INSPECTION REQUESTS: (305)795-2204 REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Residential Construction Parcel #:1132060171250 Owner's Name:CARYN LUBETSKY Job Address: 9953 4 Avenue Road NE i 52 j Miami Shores, FL 33138- ob a at! 1 8,MO I Contractors) Phone Primary Contractor WORK IS ALL ATURDAY, EFE BUILDERS LLC (305)807-9217 Yes SUNDAY OR-OR N SUND "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.' NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION RECORD WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE'FOR ALL INSPECTIONS . . Work is allowed MECHANICAL 77, Monday through Saturday3,0 uww'm TYPE , 7:30 A.M. to 6:00 P.M. Foodnzr,ry' No work is allowed on Ilndgr A/c Ply Slab Sundays or Holidays siati condensate � e7, lK" FIRE ��Il }- w itilill,10 T �ls Wall 5heaathhlnl�r^,' kadcuurn Pipe Final Floor 5heatltt� '" ` �a5� r�qulpment Anchor supprosslon Test tUctI Utector Trua ,FMc►r A latlon PLANNING & ZONING ,.!A,1, r a RECE ED Miami hones Village MY 2 7 2oo9 Buildin Department Lry ��6 CERTIFICATE OF COMPLETION CHECKLIST R�e'uirgd BUILDING PERMIT C - Containing final initials of all inspectors SURVEYS (2) FINAL A 3 BUILT- Required Items: Elevations of building showing all intended setbacks froi a property lines and other existing structures. Ingress + Egress required parking spa s, wheel stops, stripping, and all paving to exterior. JL CERTIFICATE OFEL NATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM I'll CERTIFICATE OF INS JLATION - (must be original) CERTIFICATE OF Sol L TREATMENT- (for termite -original) CHAPTER 2326.5 TE ITE PROTECTION: "This Building has received a complete treatment for the pre ntion of subterranean termites. Treatment is in accordance with the rules and lam s as established by the Florida Department of Agriculture and Consumer services." �41� HEALTH DEPT. APPR)VAL LETTER- (only if new septic was installed) Note: If house has a s ptic tank, approval letter is required from the health dept. FINAL CERTIFICATIO LETTER FROM THE ENGINEER/ARCHITECT (on masonry, trusses, special structure, etc. * PLEASE NOTE THAT rHE SAME ITEMS ARE REQUIRED FOR.TEMPORARY CO. Residential Addition C,ortificate of Completion fee is$50.00. Approved Date chc-8/17/05MV R E C E NEE). . :': : : .:. NO 01 2601. MUM • • BUILDING CODE COMMMO-DA'DE XAMM BUILDING PLIANCE OFFICE(BCCO) iqp RST FLAGLER ,SIJL1E 1603 PRODUCT CONTROL DnWON .. . . • •• l FLORIDA 33130-1563 NOTICE OF AC t;EPTANCE ' ' ' �/S-29e1 FAX(305)375-2M .b ' codeonline.cotn Clapay Boulding Products Company 8585 Duke Blvd Mason,OR 45040 KL1wV1%x1W —i- SCOPE: This NOA is heir . g issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and product Review Committee,(BCPRC)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 BCM(In Miami Dade County)and/or the AM(m 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 eigxmw of such testing and the AM may immeaiately revoke,modify,or suspend the use of such product or material within their jurisdiction.BCPRC receives the right W revoke this acceptance,if it is determined by BCCO that ties product or material fails to meet the requirements of the apph*le building code. - This Xo uct is WrOved as described herein,and has been designed to comply with the Florida Building Code including the �y DESCRIPTION:9"r WMe Std Sectiond image lir. APPROVAL DOCUMENT:Drawing No.103287.Sheets 1 of 1,titled`Pan'Door 9"W+54-62 psf' dated 04107/04& 03/03059 with last revision on 48/2005,prepared by Clopay Buulding Products Company,signed and sealed by M.W. - byWesteffield,P11 the IVrutum Dade g the Miami-Dade County Product Control Approval stamp with the NOA number and appproval date �uaty Prad4ct Control IX sm j MMS49DWACT]RATI11tG..Large&SmallMlfidte. LABELING:Each unit shall bear a permanent label with the manufaccturees name or logo,city,state and following statement:"Miami Dade Cmity product Control Approved or MDPCA",unless otherwise noted herein. RENEWAL of this NOA shall be considered,after a renewal application has been filed and there has been noe in the applicable building code negatively affecting the performance of this product, chang TERMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufactu a of the product or process.Misuse of this NOA as an=10 VSement of any product,for sales, advertising or any other purposes shall aurtomaticxitly terminator this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LBUTATION:This approval requires the manufacturer to do testing of all coils used to fabricate door panel under this Notice of Acceptance.A minimum of 2 specimens shall be curt from each coil and tensile L%W according to ASTM E-8 by a �y approved laboratory selected and paid by the manufact uer.Every 3 months,four times a year,the manuufacprer shall Miami mail to this office:a copy of the tested reports with conation that the coils at the manufacturer production factiities,and a notarized statement from the mangy specimensy selectedere from I f 39,5 psi or more sha11 be used to make panels for Miami Dade County under this Notice of Acceptance. ADVERT VT: The NOA number premed by the words -0y me .exl y be displayed in advertising literature. ent9retyon date may g If any porn of the N �.__ ..., INSTFkMON:A ca i py of this entire NOA shall be provided to the , ar. available for inspection at the job site at the�u t of the Building ' 116-NOA consists of this page,evidence page as well as approval doct °F, The submitted documentation was reviewed by Candi .Fob PE, e. Wk. BLD© DEPT, SUBJECT TO COMP 1AMM WW A1. STATE AND C01WW tRULft AND M t!` - -- TOA No:85-0316.01 ca f thud DaW..Sep4mbW 1.%2010 6 Appro*Date:September 15,2005 nr Page 1 N �C D&7,15 . . . . . . . . . . . . ... . . . • •.• Clopay Building Products Co. ... . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . NOTICE OF ACCEPTANCE: EVIDENCE PAGE .. • . . •• ... .. . V: • • • • •• . A DRAWINGS •• ••• •• 1. Drawing prepared by Clopay Building Products Company titled"Pan Door 91W+54/-62 psf',Drawing No. 103288,dated 04/07/04&03/03/05 with latest revision on 08/2005 Sheets 1 of 1 signed and sealed by M.W.Westerfield,PE. B TEST 1. Test Report of Uniform Static Air Pressure Test per TAS 202,Large Missile Impact Test per TAS 201 and Cyclic Wind Pressure Test per TAS 203,on"Specimens A,B,C,D C 24 gauge painted galvanized steel garage door,drawing#103287 by American Test Lab, Inc Report No.0827.01-04 dated 10/22/04,signed and sealed by W.F.Wescott,PE. 2. Test Report of Tensile Test per ASTM E8 on 3 samples ATLNC#t0827-01-04 dated 11/16/04,signed and sealed by F.Orate PE. C CALCULATIONS 1. Fastener Attachment Calculations prepared by Mark Westerfield PE,sheets 1 &2 signed and sealed by M.Westerfield PE on 03/03/05. D QUALITY ASSURANCE 1. Building Code Compliance Office E STATEMENTS 1. Letter of Code compliance prepared by Mark Westerfield,dated 03/08/05,signed and sealed by M.W.Westerfield PE 2. Letter of No financial interest prepared by Mark Westerfield employed by Clopay Building Products,dated 03/09/05 signed and sealed by M.Westerfield PE. /r f� ,jc_ 9 . 6-SAS F.Font PE. Sr.Product Control Examiner NOA No OM316 01 Expiration Date:September 15,2010 Approval Date:September 15,2005 E-1 � U Or000 Vky b RN °m ♦ " H 8-o- A FiJ � W d� 000 No • qqq • • • • • • •• • • o • -____.___ _. go All lit I 4i €lilt oa g� SaE • • + o --- M r a \ oil ♦ AAA N da8� B g e p q r Lj g p 04 o b o bs •� aal ^ b Eb g42 b FBI F in -i- — , k X. ® abs aha � ' Ol ggig' ' a I� ld1011 a ag � a a JbIb Ne W lull Nil TO 011 " % a o m Q . . ... . . . ... •• •• • �VI�AII;�l�DE-,COUNTY,FLORIDA rJ ,-DA�E F+LAGLER BUILDING MIAMM:M : 14 lb 6 EIS SHEET,SWE 1603 0 BUILDING CODE COMPLIANCE OFFICE(BCCO) ,FLORIDA 33130-1563 PRODUCT CONTROL DMSION • • : • f 0q 37MIAMI5 2901• F%Y(305)372-6339 _NOTICE OF ACCEPTANCE (NOA) : : • : WL ode Jeld Wen,Inc.(OR) 3737 Lakeport Boulevard :00 .. Klamath Falls,OR 9701 • ' • . ... . . . . .. . SCOPE: " " • This NOA is being issued under the applicable rules and regulations governing tt a use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division(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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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. DPC.RI.PIIM erie�s4' -"-W%t puffing Opaque MM Doors-L.M.I.-w/wo Sidelites—N.I. APPROVAL DOCUMENT:Drawing No.S-2104,titled"Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6'-8"with and without Non Impact Sidelites",sheets 1 through 8 of 8,dated 09/11/2001 with revision E dated 09/15/2008,prepared by PTC,LLC,dated 11/09/2008,signed and sealed by Eric S.Nielsen,P.E.,bearing the Miami Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration data by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large-Missile And SUM Missite Impact Resistant(Doors)w/wo Non-Lnpact Resistant(Sidelites) ZIMTI'ATION: Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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 by the manufacturer or its distributors and shall be available for inspection at the job site at th uest of the Building Official. This NOA revises and supersedes NOA No.07-0731. and of this page 1 and evidence pages E- land E-2,as well as approval document mention abo The submitted documentation was reviewed by a co Am NOA No.08-1015.05 ffAKW Expiration Date: August 15,2012 Approval Date: December 12,2008 dt,nlo8 �� Page 1 . ... . . ... Jeld-Wen.Inc.(OR) % •• .•• •• • . . . . . . . . . . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 00 0 ... • • •• • • • A. DRAWINGS ... 00 .. 1. Manufacturer's die drawings and sections. 2. Drawing No S-2104,titled"Series Wood Edge Opaque Gutswig6te l impact Door Up to 9'-0"x 6'-8"with and without Non-ImpkSjd4hjQ',W48 I through 8 of 8, dated 09/11/2001 with revision E dated 09/15/204 prepdrel 6y:1%7FC;41C,dated 11/09/20087,signed and sealed by Eric S.Nielsen,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 4)Forced Entry Test,per PA 202-94 5)Cyclic Wind Pressure,Loading per PA 203-94 6)Large Missile Impact Test,per PA 201-94 Along with marked-up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door,prepared by Certified Testing Laboratories,Test Report No. CTLA-696W,date 11/01/2001,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA #02-121L18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by PTC,LLC,dated 07/11/2007,signed and sealed by Eric S.Nielsen,P.E. Complies with ASTM E 1300-02 (Submitted under NOA #07-0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance,no financial interest and compliance,dated 07/19/2007 by PTC,LLC,signed and sealed by Eric S.Nielsen,P.E. 2. (Submitted under NOA #07-0731.04) 3. Laboratory addendum letter for Test Report no. CTLA-696W,issued by Certified Testing Laboratories,dated 04/11/2002, signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#02-1211.18) 4. Laboratory compliance letter for Test Report no. CTLA-096W,issued by Certified' Testing Laboratories,dated 11/11/2001,signed and y esh Patel,P.E. (Submitted under NOA#02-1211.18) Jaime D. ascon,P.E. Chief,Product Control Division NOA No.08-1015.05 Expiration Date: August 15,2012 Approval Date: December 12,2008 E-1 Jeld-We Inc.(OR) •• •• •• •• • . . . . . • . . . . . . • . . ... . . . . ... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • ... . . • . . . 009 0 . . . I . . .. G. OTHERS ••. •e• ••. •:. '.' ,of 1. Notice of Acceptance No. 07-0731.04,issued to Jeld-Wen,Inc. (OR)for their Series "618" W/E Outswing Opaque Steel Doors- 14::iF�v;.Atd�ites;N 1: .1 .I.", approved on 12/20/2007 and expiring on 08/1512%)12., : : :•. : .. . . . . . ... .. H. LEVHTATIONS 1. Miami Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. a Jaime D.Ga on,P.E. Chief,Product Control Division NOA No.08-1015.05 Expiration Date: August 15,2012 E-2 Approval Date: December 12,2008 14.5'VAX CA ME MM 7a25•MAX OA nW SRI JELDVMo Steel 1� am mw on M CA 30.823•MA%OA � A »� � MIM 38•MNL CA 818' 3B'MN!aA Jr14'MNL CA B50° S11t8$ �, Na mm TTP 1�1.in� PARI.I RI ® ® ® ® ®mm ® 1. 0 J TO COMY 1RiH MW RM ACS A KA M AMMO MNL . w sr mm 1m own elft vw • Pa c ro rr a � ; CA w .. m To CIAM REASd15TEO#& PER M ��• ORM OR•: W CA O.ON ME.1.OjjV. ""� 8128• 8fi" UO. w • 4i W PROD W Mff IN%W Zt>hffS. SEE OSA @ OSAFM FINE • 1870HT • 000% How •• -&X APPRi VE0 WAMI E tANc SF81Y=� • AA�IMM 0V••i1f81 AND 90:069 BE WW 61 A E @t OM .. . ae25• ME um MW 24 om( e mxn 8ddoM Sled A-W 37.75'MNL OA ExIlRiOR 107"MNL OA�7s'iul. 15.5'MNL OA 4 -MfDO px am 820 Nb ON*ff6k= FRAME MR � .125' 8AR IV. 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SEE DETA2,4 ...e e •• • •• rrrmrw—.j—,6 11410� tbY SIFT 8 r TIP. • 8'1TPe — 7 GN SW 5 L�. 1 111 i 11 i I t y B'lYP �'11P Bee .. e ftpi • •ee• 000 0. • •• w nP. 11R ,� o GOO 314 ilk �SS • - • • • •••••iffix • • O1S1w8 — — 81.28" SEE!x {FFM .KIA 1 OA •� WI/ mwWiW , I 310 $ 31 ,1 8 yr. 1 np it •1 r IF �� . : : . a. — link r� 11 lido t5. . . . r SITE ffix 3 ° CN SIw 8 omm ME MH ANWMM Y838D F1Ir818f1E1� MW FI10112VflW ?PM ILTS p jw m S "�N� AFwMSSI. 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'' $:w- ur mmmam fw t 0-! f 8g0 YP fir ...�. ®� --I air Q i r� o . id 1.74 is1ff01?312r Q C7 x14'i.b1 0 OR x r fm OM � Oa � r Q Q --� fes' f-- .�,. all (Bf ) &I lit it aW 118E S'18E1. i r 'Au LWW —F—T 4A1f'— 8 5-11-01 ALMAW= JN �� & S SAfFEII OW 13 t o 1 o pod c am= �►� S-20 x�, Flaaec 321-880-1788 tePt axeI fox 321-ND-1780 ova ,l +f 4 f AUK A. CAMPECU 373 N.E. WMV SUM MIAMI S. " 33138 TU-23161 u F 7&8-7 Date: May 19,2009 FL U.#M OCM074 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores,Florida 33138 Re: Permit#RC06-285 Lubetsky Residence 9953 N.E.4d'Avenue Road Miami Shores,Florida 33138 1 IM Folio# 11-3206-017-1250 toopl Attn: Building Department, I, Mark A. Campbell,having performed and approved the required inspections.I hereby attest to the best of my knowledge,belief and professional judgment,the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge,belief and professional judgment,the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in.accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerel --------------------------------- ark A. Campbell,Architect State of Florida: #0011074 LubetskyCO.ltr _ ��\o� dam►. �. Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 T!30795.2204 Fas:(305)756.8972 BUILDING Permit No, 2 C �-' fe�PERMU APPLICATIO �Q�� Master Permit No, FBC 0 ..ka— Permit Type(circle): Building Roormg Owner's Name(Fee Simple Titleholder) Luk-AF&I'l-vi Phone#3®�`7 �i 16K,73 Owner's Address city 141 �►► state ` 3 Zip TenantUssee Name Phone# Job Address(where the work is being done) e a.k®l:q- City Miami Shores / VillCounty Miami-Dade Tap 3r3 FOLIO/PARCEL# _l 1 ��� ®I��LI M Is Building Historically Deatgnated, YES NO_�<— Ad Contractor's Company Name Phone# Contractor's Address City tate Zip Qualifier Name &let& Tz�z&4a Phone# State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# Value of Work For this Permit$ Square/Linear Footage Of Work: Type of Work: OAddition m _[]Alteration ❑New ❑ Zep ' /Replace ❑Demolition Describe Work: Fees******* Submittal Fee$ Permit Fee$ �J �— CCF$ CO/CC Notary$ Training/Education Fee$ Technology Fee$ Scanning Radon$ DPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.$ Total Fee Now Due$ 4i'm Sae Reverse side-� Bonding Company's Name(if applicable) '00001:�� Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address . ? City State ,,a. s. Zip . Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wor ation 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 niust 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 v eding$2500, the applicant-must promise in good faith that a copy of the notice of commencement and construction lien bro hur will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice co eme t must be posted at the job site for the first ' wh' o cu even days after the building permit is is ued I t abs a of such posted notice, the inspection wi t be ov a e' ecd n I be charged. Signature A Signature weer or Agent { tractor' The fore oing' trument as ac wledged befo meetthis d-� The foregoing instrument was ac owledged before me this 30 day of rt ,20�,by �i• � ��- day of 20 0,by �1'►G� b17�� , ho is who has produced_ who is personally known to me or who has produced • lf/'1t As identification and who did take an oath. .'LC- �o���'�� as identification and who did take oath. NOTARY PUBLIC: NO' AfRYrP � ,eC `-A&II Sign. Sign: Print: ���G of/T,� �� i/J Print: My Commission Expires: �,� My Commission acousw�osai� .� ee*ee��+s�aeeee�eaeea$+s ��� *+��aesx�se�ss �e�+�+�x+� �• �e+�e+�eae�e� eeeee+�e d to 9s ORP URON e APPLICATION APPROVED BY: SO Plans Examiner - Engineer Zoning (Ftevised OMMM U.S.DEPAR.TMENT OF HOMELAND SECURITY ELEVATION CERTIFICATEI OMB No. 1660-0008 Federal Emergency Management Agency Expires FebruaN 28,2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name CARY AND CARYN LUBETSKY. FRECEr ® Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Rout nd Box No. Company NAIC Number 9953 NORTHEAST 4T"AVENUE ROAD. City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Descriptio PB 15-14 LOTS 5&6 BLOCK 96 OF:MIAMI SHORES SECTION 4T"AMENDED,PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)' RESIDENTIAL A5. Latitude/Longitude:Lat.25DEG 52'02.29"N Long.-80DEG 111'11.26"W Horizontal Datum: ❑NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) 3.600 sq ft a) Square footage of attached garage1155 sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings In the attached garage enclosure(s)walls within 1.0 foot above adjacent grade 10 walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 1.744 sq in c) Total net area of flood openings In A9.b N/A sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State VILLAGE OF MIAMI SHORES-120652 1 MIAMI-DADE COUNTY FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 12025C-0093 J 07-17-1995 03-02-1994 "X" N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered In Item B9. ❑FIS Profile ®FIRM ❑Community Determined ❑Other(Describe) Bl 1. Indicate elevation datum used for BFE in Item 69: ®NGVD 1929 ❑NAVD 1988 ❑Other(Describe) B12. Is the building located Ina Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date N/A ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings' 0 Building Under Construction' ®Finished Construction 'A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized LOC 3252 SW/NAME N-603 Vertical Datum NGVD 1929 Conversion/Comments ELEVATION+7.70' Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 11.91 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor N/A. ❑feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) 11.09 ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building J-1 A6 ®feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 10.51 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 10.87 ®feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the Information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code,Section 1001. Zro ® Check here if comments are provided on back of form. +� 2►�, �Q Certifier's Name ARMANDO F.ALVAREZ License Number 5526 Title PROFESSIONAL LAND SURVEYORS&MAPPER Company Name AFA&COMPANY,INC. Address 13050 SOUTHWES COURT City MIAMI State FL ZIP Code 33186 Signature Date 04-21-2009 Telephone 305.234.0588 ='EMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding Information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 9953 NORTHEAST 4T"AVENUE ROAD City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments CROWN OF ROAD+9.88'; C2.e)A/C SLAB ELEVATION+11.46'; 'L/ - ?moo Signat Date ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)Is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number Is available,Is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-Issued BFE) or Zone AO must sign here. The statements/n Sectlons A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check her If attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable items)and sign below. Check the measurement used in Items G8.and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located In Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4.-G9.)Is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued I G7.This.permit has been Issued for: ❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR)Datum G9.BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum Local Official's Name , Title Community Name Telephone Signature Date Comments ❑Check here If attachments 9:Gnee cnr,a1_11 Fchman,gnnR Replaces all previous editions MAY 2 7 2009 --- Notice of preventative Treatments of Termites (as required by Florida Building Code(FBC)1816.1 Bug's Exterminator's 3520 West Broward Blvd Suite#112 Fort Lauderdale,Florida.33312 954-587-5559 License#JB288 Y Address of Treatment or Lot/Block of Treatment Date Tane Applic attar -7c-rm) r SG Product Used Chemical Used(active ingredient) Number of gallons applied I 6L5 Ila/ Percent Concentration Treated1sq�feet) Linear fix bre�ted Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat of disduted area) As per(FBC) 1916.1-If soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval- The building has received a complete treatment for the prevention of subterranean termites- Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. 3 If this notice is for final exterior treatment,initial and date this line ` ��" Building Photographs See Instructions for Item A6. _ ForInsurance Company Uses:_ Building Str:!et Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number "953 NOF-71-1-:AST 4'"AVENUE ROAD 13101 MIAMI i;HORES State FL ZIP Code 33138 Company MCNurribw if using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building phc4ographs below according tO the instructions for Item A6. €Centify all photographs with: date taken; "Front View" and `Rear View"; arid, if required, "Right ,:fide View' and "Left Side View." If submitting more photographs than will fit on this page use the Continuation Page, following. — - - FRONT VIEW – — -� �1 �1 r; REAR VIEW f t ` 771111,7 . 7.F,.h ,. _. 20(19 4 21 z. r + , Building Photographs Continuation Rage For Insurance Company User I uilding Stri et Address(including Apt., Unit,Sui_e, and/or Bldg. No.)or R.O. Route and Bax No. Policy Number " — 9953 NOF'.TH::AST 4T"AVENUE ROAD C'. y MIAMI *;HORES State FL ZIP Code 33138 CompanyNAICNwnber If :;,ubm ttir 3 more photographs than will fit on the preceding page, affix the additional photographs below. Identify ail photographs vvith: date taken; "Front View"and"Rear View"; and, if required, "Right Bide Vievy" and"Left Side View." LEFT SIDE VIEW RIGHT SIDE VIEW o- Ile c- f 0Y- -� - ar , U.S.Q,EPARTWrNT OFHOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28,2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name CARY AND CARYN LUBETSKY. n olicy Number KI A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route a ompany NAIC Number 9953 NORTHEAST a AVENUE ROAD. City MIAMI SHORES State FL ZIP Code 33138 9 46 47 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description, too)• •�•� ""'• PB 15-14 LOTS 5&6 BLOCK 96 OF:MIAMI SHORES SECTION 47"AMENDED,PUBLI MI M- ADE COUNTY,FLORIDA A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude:Lat.25DEG 62'02.29"N Long.-80DEG 11'11.25"W Horizontal Datum: ❑NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) 3.600 sq ft a) Square footage of attached garage 515 sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade 10 walls within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b 1.744 sq In c) Total net area of flood openings In A9.b NIA sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bl.NFIP Community Name&Community Number B2.County Name B3.State VILLAGE OF MIAMI SHORES-120652 MIAMI-DADE COUNTY FLORIDA B4.Map/Panel Number B5.9Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 12025C-0093 J 07-17-1995 03-02-1994 "X" N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile ®FIRM ❑Community Determined ❑Other(Describe) Bl 1. Indicate elevation datum used for BFE In Item B9: ®NGVD 1929 ❑NAVD 1988 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date NIA ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* 0 Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized LOC 3252 SW/NAME N-603 Vertical Datum NGVD 1929 Conversion/Comments ELEVATION+7,70' Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 11.51 0 feet ❑meters(Puerto Rico only) b) Top of the next higher floor NIA. ❑feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) NIA. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) 11.09 ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 11.46 ®feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 10.51 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 10.57 ®feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation Information. I certify that the Information on this CerdBcate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. ' ® Check here if comments are provided on back of form. Certifier's Name ARMANDO F.ALVAREZ License Number 5526 Title PROFESSIONAL LAND SURVEYORS&MAPPER Company Name AFA&COMPANY,INC. Address 13050 SOUTHWES COURT City MIAMI State FL ZIP Code 33186 Signature Date 04-21-2009 Telephone 305.234.0588 FEMA Form 81-31,February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding Information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 9953 NORTHEAST 4T"AVENUE ROAD City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments CROWN OF ROAD+9.88'; C2.e)A/C SLAB ELEVATION+11.46'; ',/ - Zno Signat Date ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate Is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building Is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,Is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this Information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B.and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,8,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here If attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable Item(s)and sign below. Check the measurement used In Items G8.and G9. G1.❑ The information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located In Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4:G9.)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for: ❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building: _❑feet ❑meters(PR)Datum G9.BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name, Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31,February 2006 Replaces all previous editions AMK A. CAMPIBM ARCt�ECT 373 N.E. 92ND Sluff MIAA11 . FLA. 33136 7UP231 Sip F 758'7fi66 Date: May 19,2009 F„Ut AR 00074 Miami Shores Village Building Department 10050 N.E.2"d Avenue 6' Miami Shores,Florida 33138 Re: Permit#RC06-285 FIELD Lubetsky Residence 9953 N.E.4d'Avenue Road Miami Shores,Florida 3313$ copy Folio# 11-3206-017-1250 Attn: Building Department, I, Mark A. Campbell,having performed and approved the required inspections.I hereby attest to the best of my knowledge,belief and professional judgment,the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge,belief and professional judgment,the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in.accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely ark A. Campbell,Architect _ State of Florida: #0011074 a LubetskyCO.ltr APR a 8 2000 �� dr a� a B Y: _ _ MIAMI-DADS COUNTY,FLORIDA M MSTRO-DADS H AG=BU%DMG 1!COMPLIANCE OFFICE MCCO) 140WEST FLAGUM STREE'!',SUITE It�3 CT OL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2gog ACCEPTANCE(NOA) r C y Inc, 12193 NW 98te Avenue Hialeah Gardens,n 33018 SCOPE:This NOA is being insured under the applicable rules and regulations governing the use of constcuc(t materials.The documentation submitted has been reviewed by KUM-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AEU). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ(in area 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. BORA reserves the right to revoke this acceptance,if it is determined by Miamd- Dade County Product Control Division 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, -- DESCRIIPTI, onaTVat Door 16'-2"Wi _ APPROVAL IDOE wdng No. 00-18, tilted "Sectional Residential Garage Door", dated 08/?A= with last revision on �, sheets 1 through 3 of 3,prepared by Al-Farooq Corporation, signed and sealed by H. Farooq, P.E., the Miami-Dade County Product Control Divisionbearing the Miarm Dade County Product Control ucce stamp with the Notice of Acceptance umber and exp :h' date by...... MISSILE IWACT RATING:Iarge and Small Missile Impact '••' : ••• '. LABELING:Each unit shall bear a permanent label with the marnufucturees name or logo,city,no to 1`oliowiag statement: '••••• "Miami-Dade County Product Control Approved or MDCPCA",unless otherwise noted herein. ...... :...•: RENEWAL of this NOA shall be considered after a renewal application has been filed and ther%ftee%on no W*je"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 bt�!l�ge in tb;•rt�rial8, ••••• use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any pr8dtrct,'fer sales,�a�vertisirug ••• • oforanny other tion m shalll u NOmaiaically terminate this NOA.Failure to comply with any section ol'b�&OA shrill�cause ....:. LIMITATION:This approval requires t3e3 nanufaeturer to do testing of all coils used to fabricate mels urricfet oris •••• Notice of Acceptance.A minimum of 2 specimens shall be cut from each coil and tensile tested ao ditg'to AST.ICI Ul %.by a Dai County approved laboratory selected and paid by the manufacturer.Every 3 months,four times a year,the manufacturer shall moil to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized Statement from the manufacturer that only coils with yield strength of 34000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT:The NOA number preceded by the words Kum 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#00-1121.01 and consists of this page,evidence page as well as the approval document mentioned above. The submitted documentation was reviewed by Candi mt PE, aJf�/46 NOA No t)S-091SA8 �'e1►r+mry pt[bval Date.POW Apt'h113, Page 1 DAB Door Comuaw Inc. NOTICE OF ACCEPTANCE: EV16ENCE PAGE A. DRAwims L Drawing prepared by Al-Farooq Corporation, titled "Sectional Residential Garage Door", Drawing No 00-18, dated 08/24/x, with last revision on 02a8106, sheets I through 3 of 3, signed and sealed by H.Farooq,PE. B. TESTS • I. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on " Sectional Residential Garage Door",prepared by Hurricane Engineering & Testing, Inc.,report No.HETI 00 904,dated 08117/00,signed and sealed by H M.Medina,PE. 2. Test report of Uniform Static Air Pressure Test Per PA 202 and Force Entry Resistant Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc.,report No.HETI 00-903,dated 08/11/00,signed and sealed by H.M.Medium,PE. C. CALCULATIONS L Calculations dated 09114199, pages 1 through 6 of 6,prepared by Al-Farooq Corporation, signed and sealed by H.Farooq,PE. 2. Calculations dated 08109105,page 1 through S of S,prepared Al-Farooq Corporation,signed and sealed by H Farooq,PE. D. MATERIAL CERTIFICATIONS .... 1. Test report Of Tensile Test perASTM E 8,report No.HKH 00-?lIS2prepared •••••• """ Hurricane Engineering&Testing,Inc.,dated 10/13/00,signed avail s, Pp. ;••• '• E. STATEMENTS. •••• •••• • 1. Letter Code •••• •••• ••••• Of Compliance prepared by AI-Farooq Corporation,dated 11/0j .�d signed••. ••:••' by H.Farooq,PE. 2. Letter of Nofinancuil interest issued by Al-Farooq Corporation on Il/07/00: 8 H. •• •• e•• • Farooq PE.and notarized by R.D.L. Guardia. 3. Tensile test and Affidavit prepared by DAB Door Company Inc on 01/1 W�igngel� *000 ,��••; by R Berger and notarized by T.Bolanos .. .. . • • F. QUALITY ASSURANCE. 1. Building Code Compliance Office. D� F. ont,PE. Senior Product Control Dlv Wfon NOA No 98.9915.E Expiration Date:February 22,2911 K-1 Approval Date:April 13,2006 „ .... lW ISI lel Ill Ill lel Imo! lel � �n�nn � tY V�V�V��V�V—�V 1;1►�IIli��llliii��lillh��liliN !�lilll �811i� IINI� II� .. .� --= A ^ � n � n 1 . �111��IIU�!�IIIII��41111►■�■�IIIi1���iI111���flliB��lNi►�II(� �_ �_� A�h�A—A�A �tt — — V V V�V V -- I ., •`.. Via.-"•: �” �. .. �' �1■� ���� Y ► I------ I117m-1 Ir- l --- WALWA 1 •.IF1,lt .N(fi •'R'. r r r. 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