Loading...
RC-13-809 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-196748 Permit Number: RC -4-13-809 Scheduled Inspection Date: August 13, 2013 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Owner: ANDRES GATT[, LUCIANO Job Address: 67 NW 97 Street Miami Shores, FL Project: <NONE> Inspection Type. Final Work Classification: Alteration Phone Number (305)796-8477 Parcel Number 1131010330270 Contractor: FORMULA DEVELOPMENT & CONSTRUCTION MANAGMEN Phone: (305)725-6264 comments INSTALL NEW KITCHEN CABINETS AND DEMO TILE ON 2 BATHROOM AND REINSTALL NEW TILE AND FIXTURES. REMOVE TWO WALLS REPLACE 2 WINDOWS FOR IMPACT INSPECTOR COMMENTS False Inspector Comments Passed(FI/ CREATED AS REINSPECTION FOR INSP-196429. Remove dumpster Replace sod. Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 12, 2013 For Inspections please call: (305)762-4949 Page 24 of 51 rA- Miami. Sores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 A Tel. (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER. (3055) 762.4949 d LP 13 —l?d' { /FBC20 10 IJII.DING Permit No. PERMIT APPLICATION Master Permit No. Pc 3-- �q Permit Type: BUILDING ROOFING JOB ADDRESS: -17 tip 'qq 'r% City: Miami Shores County: Miami Dade Folio/Parcel#• 11-13101 -03-% —02-10 Is the Building Historically Designated: YesNO Flood Zone: OWNER: Name (Fee Simple Titleholder): too ®7®tj® 0-4 6 r 1 . Phone#: 505<—:216 441+ - Address: City: �� i/J� �1 + ®,�' State: Zip: of �-- TenanbUssee Name: Phone#: Email: CONTRACTOR: Company /N//ame: Address: f8 6S fOLI r1. e City: JZ =' Qualifier Name:---, a AA State Certification or Registration #4 Contact Phone#: ; Q.� DESIGNER: Architect/Engineer: Certificate of Email Address:' Ae 1,A -Z ®®Ak: Value of Work for this Permit: $ 4 SquareUnear Type of Work: ❑Addition o ❑Alteration . / ❑New 0 rm Submittal Fee $ffQ Permit Fee $ 6 c1d Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Phone#:- OC -US --1214. of Work: too. i eplace ❑Demolition -ap ZE 9= ­ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ r PERMIT � �l I - # CONTRACTOR: k ge VeUC I SUBMITTAL DATE: ADDRESS: -/)7 S NAME: / I ��- RESUBMITAL DATES: PROJECT TYPE: 1C , ZONING FIRE STRUCTURAL IMPACT FEES �'LIP EL CT HRSIDERM -' 11VISIN - NOC MECHANICALG Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approve a reinspection fee will be charged. Signature Signature er or Agent Contractor The foregoingrient was acknowledged before me thisday of 0 _8 by < ® i— , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print:� ° :°� FERNANDO MONMRO i My COMMMIUN IF VU VO4"I My Commission Expir • '` EXPIRES: AprH 22, 2014 �rrsoF�eQ�e Bcn�TMuBYSs The for oing nt was acknowledged ore me thi day of ` ' , 20, by •=',����L .. who is personall knows to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: FERNANDO MONTEIRO Print: a . • ° 11=0111119—AIGN9 MW M Commissi* * EXPIRES: Apol 22, 2014 y ` ' Bm*d7lsu&* Nalmy6 APPROVED BY o" Plans Examiner Zomig Structural Review (Revised 3/1212012)(Revised 07/10/( 7)(Revised 06/10MM)(Revised 3/15/09) Clerk Cl 10130279009 BOOK 28575 PAGE 1017 DATE:04/10/2013 06:09:11 PM DEED DOC 1,818.00 HARVEY RUVIN, CLERK OF COURT, MIA DME CTY bmmd y and m tpuin; ©soar R. Rivera, Rsq. Q P 13 Siegfried Rivera Lerner De La Torre & Sobel, P.A. 701 Alhambra Circle Suite 1102 Coral Gables, FL 33134 305442-3334 Filo Number: 2130070 [Spam Above This Line Ivor Recording DMI Warranty Deed. This Waminty DOW made this 5th day of April, 2013 botwoan Nolle Ploczen, an unramanW widow of Paul M. Pleven, deceased whose post office address is P.O. Box 530315 Miami Shores, Miami, FL 33153, icor, sad Luciano Audra Gatti whose post office addressis (O'� : �f'r`eo� 0�'ppli S1iDId'S<l Ff. 36 1.1 1 , grantee, (Whatavee used herein the terms °granter° and °gra W Include all the Parthts to tris Instmment and iho heirs, legal representatives, and a dpa of lndlviduals, and the soccessota ad assigns of oogtoralimts, trusts and trustees) WhMG8 k that said grantor, :Por and in conaldoration of the sum of TEN AND NO/100 DOLLARS {$10.00) and other good and valuable considerations to said pmtor in hand paid by said 8rantoo, the recolpt whereof is hereby acknowledged, has granted, bargained, and sold to the sahl graabae, and granite's hoh and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit; Lots 18 and the West K of Lot 19, Block 129, Miami Shores Section Sis, according to the map or plat thereof as recorded In Plat Book 10, Page 39, Public Records of Miami ;lade County, F'lorlda. Parcel Identification Number; 11-3101-033-C70 Subject to taxes for 2013 and subsequent years; eovonants, coeditions, retrletions, easements, reservations and limitations of record, if any. Togetho r with all the tenements, horeditatnents and appurtanrwces thereto belonging or in anyw1w appertaining. To Have and to mold, the same in for, simple fmver. And the ruaw hereby covenants with said grantee that the grantor Is lawfally seized of said land in ft simple; that the grantor has good right and Iaw%I authority to sell and convoy said land; that the grantor hereby fully warrants Ihu thio to said land and will defend the some against rho Iawltll claims of all persons wbomseover, and drat said fetid is fte of all enoumbranoas, except taxes accruing subsequent to December 31, 2012. In Written '9VN a=4 grantor las harounto set grantor's band and seal the day and year first above written. Daus Imev CFN: 20130279009 BOOK 28575 PAGE 1018 Signed, sealed and dativered In our presence: l -ec @Ultnesa a (� Nella pleown witness 7 State ofda cmmtyofw4mi ade "s foregoing instrument was a6knowledged before me this 5th day of April„ 20 Plecz an, who [ j personally known or M have prodaced it drivel's liceme as Idsntiflcafl n.. [Notary Seal] Notary Publio Primed Name: G /� �� �•...OR �if � ►�S NACAJI . ypow.8ttde g y 0omm. was ltao e. 9N114 • Coramiaslex 147.8r<: iKiu h Ntat awe lliwnwypad - pow 2 Dwbleilmeo Report Viewer v 1 F-7 / 1 E o- 1011% .TEFF AlMTER '� •' •� CHIEF FwANCw1. OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMP71ON This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 4123/2013 EXPIRATION DATE: 4/23/2015 PERSON: WHITE EDITH FEIN: 650809202 BUSINESS NAME AND ADDRESS: FORMULA DEVELOPMENT & CONSTRUCTION MANAGEMENT INC 1865 SOUTH OCEAN DRIVE, HALLANDALE FL 33009 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL ROOFING - ALL KINDS CONTRACTOR AND DRIVER Pursuant to ChapW 440.05(14), F.S., an oitm me cuporetbn who eleote exempffln from tds pte by fig a oeNBaato of ebecum under this section M" rot recover betre8t8 orcwnperreefbn umNrttls chapter. Pmwrentto Clmptar440.05(12), F.S., C�edkkaDae of ekwfion to be exempt... any=w� Ore wopo ofitre busbreas mtrede Bsled on the radke of ekmton to be exempt Pwsumdto CheptN440.06f13). F.S., Notes o1 eleAbn to be mmmpt erg mr{�atee of eleatdon to be exempt ehg be sub)ectto romouti n It at any Um aftertre 0hn0 oftw nWoe or fse . N orthe eerMost%the person nem d on ft notice or oerti�0e rro forger tlw requbertenb oreft s for of a certWonta. The depmhnerd stmt revoke a cuffimale at anylkm for bMn oft* person named entre torre�the reptramems ofih(s Seca= DFS-F24OWG252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)4131629 Page 1 of 1 https://apps8.fldfs.com/cngxn tviewerlreportViewer.aspx?data=kdvpginc9D7Q3gH6TER6ePIKMZ%2fSz5bX... 4/18/2013 STAVE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION" CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 TALLAHASSEENONROE STREET TALLAHASSEE GONZALEZ, FRANCISCO JAVIER TERRA GROUP INTERNATIONAL INC 1310 S GREENWAY DR MIAMI FL 33134-4767 Co ratulations! With this license sTATE of PLOOM AC# 6 28 6 9 4 7 Con you become one of the nearly one million DEPARTMENT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. PROFESSIONAL REGULATION Our professionals and businesses range from architects to yacht brokers, from 9 boxers to barbeque restaurants, and they keep Florida's economy strong. CFC1426856 08/21/12 128047151 Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. CERTIFIED PLDM8TNO CONTRACTOR There you can find more information about our divisions and the regulations that GONZALEZ, FRANCISCO JAVIER impact you, subscribe to department newsletters and learn more about the TERRA GROUP ;INTERNATIONAL INC Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. =S CERTXFIIM uw"x the provisions of ch.489 Fs Thank you for doing business in Florida. and congratulations on your new license! Eapiraeion dace: AUG 31, 2014 L12 08 2 2 017 7 3 DETACH AC# 6 i • STATE OF • 1 DEPARTMENT OF BUSINESS AND PROFESSI XhL REGULATION CONSTRUCTION INDUSTRY LICENS NG BOARD SEQOL7.2082101773 The PLUMBING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 GONZALEZ, FRANCISCO JAVIER TERRA GROUP INTERNATIONAL, INC 1310 S GREENWAY DR MIAMI FL 33134-4767 RICK SCOTT KEN LAWSON GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY - ,, . i i MIAMI -BADE COUNTY 2012 LOCAL BUSINESS TAX RECEIPT 2013 FIRST-CLASS e TAX COLLECTOR MIAMI -DADS COUNTY - STATE OF FLORIDA U.S. POSTAGE a 140 W. FiAGLER ST. EXPIRES SEPT. 306 213 PAID \ lot FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL 38130 MIAMI, FI_ PURSUANT TO COUNTY CODE CHAPTER IIA - ART. 9 & 10 PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY 2�4111�84�2A-4 RENEWAL BUTERRA GR6VP N ERNATIONAL INC STAT 1426856 614308-5 3191 CORAL WAY 648 333145 MIAMI lJ o TE%RA GROUP INTERNATIONAL INC '1W VL'MftG CONTRACTOR WORKEZ/S TRIS IS ONLY A LOCAL BUSUIESS TAX RECEIPT. IT DOM NOT PEFUT TRE HOLDER TO VIOLATE ANY ZONRO LAWS OF THE DO NOT FORWARD COUNTY OR CITIES. NOR HOLI)EII FROM MY OTIIEFI TERRA GROUP INTERNATIONAL INC REOURtED 13Y LACY. TIES IS FRANCISCO J GONZALEZ NOT A CERTIFICATION OFTM S OUALFICA 3191 CORAL WAY 648 TIONIL MIAMI FL 33145 MY11ANT RECEIVED MIARUDADE COUNTY TAX 08/21/72012 4 jj j t( jj jjjj jj i } }}t j jj !!}} lilt l 1111111111111111 E11a i11i lilt 11111108 000045.00 111111111111 till ilii Ii IIIII ' SEE OTHER SIDE lqq 1WUJl2ul2 u9:Uu Jtlii //5-Jbbb Karen Markle Nage 1/1 A' r-' vCERTIFICATE OF LIABILITY INSURANCE DA o 03/12" PRODUCER First Commercial Insurance Agency P.O. Box 295 Cassadaga, FL 32706 Phone (386)775-1781 Fax (386)775-3666 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSUREDINSURER Terra Group International Inc. 3191 Coral Way # 648 Miami, FL 33145 A: Accident Insurance Compan INSURER B: Southern Insurance Company INSURER C: INSURER 0: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE AORD INSROGENERALLIABI TYPE OF INSURANCE POLICY NUMBER DA E ICYuFD � DATE (M DOJYYYYN) LIMITS rINSR ❑ ITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE © OCCURMED ❑ ❑ GEN'L AGGREGATE LIMIT APPLIES PER: 0 POLICY ❑ PROJECT ❑ LOC CPP000499500 08/11/2012 08/11/2013 EACH OCCURRENCE 1,000,000 DAMAGE TO W1519TET- PREMISES Ea occurrence 1Q0,000 EXP (Arry one person) 5,000 PERSONAL &ADV INJURY 1,00,000 GENERAL AGGREGATE 2,000,000 PRODUCTS - COMP/DP AGG 2,000,000 ❑ AUTOM081LE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS El SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ fl COMBINED SINGLE LIMIT (Ea accident) BODILY rpeson) INJURY BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY- EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG ❑ EXCESS 1 UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YM OFFICER /MEMBER EXCLUDED? Y (Mandatory In NH) If yes describe under SPEG�IAL PROVISIONS below PWC003435-12 07/23/2012 07/23/2013 © VyC STATU- ❑DTH TORY LIMITS R E.L. EACH ACCIDENT 1,000,000 E.L. DISEASE - EA EMPLOYEE 1,000,000 E.L. DISEASE - POLICY LIMIT 1 00 0000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS (LoEK 11FIGA f E MULUEK CANCELLATION ACVKD Z3 (ZUU9/U1) QF 01988-2009 ACORD CORPORATION. AA rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL City of North Miami 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO Building Department THE LEFT, BUT FAILURE TO 00 80 SHALL IMPOSE NO OBLIGATION OR LIABILITY 12340 NE 8 Avenue OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 02. North Miami, FL 33161 Fax: 305-895-9822 ACVKD Z3 (ZUU9/U1) QF 01988-2009 ACORD CORPORATION. AA rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MAY 013 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. FL) 3 -9 Lio�, PERMIT APPLICATION Master Permit No p-cj -3 v a I Permit Type: PLUMBING JOB ADDRESS: City: Miami Shores Folio/ParceYk �/` J®� s' ®,� ® Z Is the Building Historically Designated: Yes _ OWNER: Name (Fee Simple Address: 6 -J, A) &/ G City: a 614 J� Tenant/Lessee Name: Email: County: Miami Dade Zip: 14 &Vc , 30 soca �40 341 . State: en CONTRACTOR: Company Name: Vt`I tvou—1—Y_)A x Phone#: � 6 .m 2y f Address: � ) l l) �i1(C '�t'l C ,1� 1 \ IP _ ` n X City: I- VAC Qualifier Name: State Certification or Registration #: L (.I� CN 1550 Certificate of Competency #: Contact Phone#: J 6 — �C66 3 Email Address: DESIGNER: Architect/Engineer: Phone, Value of Work for this Permit: $ _ Square/Linear Footage of Work: Type of Work: OAddress OAlteration ONe Descriptio of Work: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ ODemolition �� TOTAL FEE NOW DUE $ 1122 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, they applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit ' ed. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. %---. - ; � `"G, Signature Signature:.' weer or Agent Contractor The foregoing instrument was acknowledged beforeMeAis day of ��,20,by d/�.'ZCy0 2 a , who ' ersonally kno o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print:.R� 14122014 My Commission Ex o* EIPIRE ' woo dr0'eoF�°� Boo APPROVED BY The foregoing instrument was acknowledged before me this day of / , 2013 by who 0[ j j nally o to me,or who has produced as identification and who did take an oath. W -Y Plans Examiner Structural Review (ReAsed3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: )D izv � -•�•'� Wril 2z, 2014 My Commissi® ,d�>�WO RdM Be"'" 4TFOF fko Zoning Clerk 'Zr MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 a>ww.mecaencerprises.cam Date 4/15/2013 Project No. Company Name Designed By Address 34 NW 87TH STREET Description City MIAMI SHORES Customer Name State FL Proj Location File Location: C:\Program Files\MECAWind\Default.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin - 15.00 ft Slope of Roof = 1.39 : 12 Slope of Roof(Theta) - 6.61 Deg Ht: Mean Roof Ht = 10.50 ft Type of Roof = Gabled RHt: Ridge Ht = 12.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 2034.00 ft^ 2 Bldg Length Along Ridge - 39.00 ft Bldg Width Across Ridge= 47.80 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor.Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Sunmary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/--0.18 Figure 27.4-1 External Pressure Coefficients CP - Loads on Main W-1-nd-Force Resisting Systems E B Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd 56.57 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2034.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 39 ft wall (Normal to Ridge) Wall CP Pressure Pressure +GCpi (Psf) -GCPi (Psf) --------------- ----------------- ----------- Leeward Wall -0.45 -32.05 -11.69 Side Walls -0.70 -43.84 -23.48 Nall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCPi +/-GCpi ---------------- ------ ----- ------------ ------- ------- --------- Windward 12.00 0.85 1.00 56.57 28.28 48.65 60.34 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +Gcpi(psf)-Gcpi(psf) --------------------------------- ------ 0.0 ft to 5.3 ft -0.90 -53.46 -33.09 5.3 ft to 10.5 ft -0.90 -53.46 -33.09 10.5 ft to 21.0 ft -0.50 -34.22 -13.86 21.0 ft to 47.8ft -0.30 -24.61 -4.24 MWFRS-Wall Pressures for hind Normal to 47.8 ft wall (Along Ridge) Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -34.22 -13.86 Side Walls -0.70 -43.84 -23.48 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ------------------- ------- --------- Windward 12.00 0.85 1.00 56.57 28.28 48.65 62.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge --------------------------------- 0.0 ft to 5.3 ft 5.3 ft to 10.5 ft 10.5 ft to 21.0 £t 21.0 ft to 39.0 ft t - 1 CP Pressure Pressure +GCpi(psf)-GCpi(psf) ----- ---------- ---------- -0.90 -53.46 -33.09 -0.90 -53.4.6 -33.09 -0.50 -34.22 -13.86 -0.30 -24.61 -4.24 NECAWind Version 2.1.0.6 ASCE 7-10 Developed by .MECA Enterprises, Inc. Copyright 2013 mecaerncererises.com Date : 4/15/2013 Project No. Company Name : Designed By Address : 34 NW 81TH STREET Description City : MIAMI SHORES Customer Name : State : FL Proj Location : File Location: C:\Program Files\MECAWind\Default.wnd Roof 1;t(?t shown. :5 51 , W alts a Gable Roof 0 <--- 7 Wind Pressure on Components and Cladding (Ch 30 Part 1). All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Width of Pressure Coefficient Sone "a" - 3.9 ft Description Width Span Area Sone Max Min Max P Min P ft ft ft^2 OCP OCP psf psf -------------------------------------------------------------------------- 33 SH 4.41 3.16 13.9 4 0.88 -0.97 59.80 -64.89 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 4 = 0.85 56.57 psf + MIAMI. PRODUCMIAMI-DADS COUNTY " T CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIROI kNi, A?6P&GULATOR 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DI 1 1 ®®� T (786) 315-2590 F (7W 315-2599 �voi'ICE O�` ACCE�'TAN UA) w.mlam dade.00v/nmm Eco Window Systems, LLC.W-In I T 7955 NW 77* Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and repo construction materials. The documenwtion submitted has been reviewed an - e County PERA - Product Control Section to be used in Miami Dade County and re all ed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material flails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High velocity Hurricane Zone. DESCRII'TION: Series "100 ECO -Guard" Aluminum Single Hung Window -- L.M.I. APPROVAL DOCiIMENT: Drawing No. W09 -OS, titled "ECO -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision A dated 42/15112, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:. The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be'displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0224.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0223.24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 Page 1 Eco Window -Stems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No W09-118, titled "ECO -Guard Series -100 Alum. S.H. Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 02/12/09, with revision A dated 02/15/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO} Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0224.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08=21660, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0224.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.& (SubmWed uuderpm4aus NOA #09-0224.0 7) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-1/4" wide x 76=1/4" high ECO} Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0224.07) Manse pe Prodaet Control E er NOA No. 12-0223.24 Expiration Date: April 0% 2014 Approvol Date: May 03, 2012 E-1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with. FBC-2010, dated 01/30/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with.ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaelte® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09-0224.07, issued to ECO Window Systems. LLC for their "ECO -Guard Series -100 Aluminum Single Hung Window — L.M.I.", approved on 04/08/04 and expiring on 04/08/14. Manuel P E. Product Control xa er NOA No. 12 .24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 E-2 . IN P -GUARD UMINUM S DESIGN LOAD RATINGS FOR THESE VAN00WS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—CADE COUNTY APPROVED MULLIONS W BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (NVHZ). WOOD BUCKS BY OTHES. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 8E AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOMNO OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF M APPROVAL A WAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LILUTED YO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER OI.AR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE NUNTINS_ CSURFACE APPLIEW OPTIONAL NOANC 7 3 AT SIl 47 3/8° 50 s/Te' VENT:WlDtH EQUAL UTES i I 0 53 I/8' ON WI 47 318' FALSE NUNTDIS� NO AN11 CHORS AT SIU. (SURFACE APPLIE. OPTIONAL 47 3/8' 80 3/78' VENT worii UNEQUAL UTES (ORIEL TYPE) i THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FFV Ft i, Wn �,, qv W09-08 UNEQUAL IdTE9 WINDOWS D)SBIGN LOAD CAPACITY -FSP PLAIVRE DDRB. GLAD TYPE 'A' GLASS TYPE 'D' YIIDTH HEWHT E%L(+) 1HT.(-) 19-1/8• 24• 26-f/2" 3a° 37° 40° 49" 85-1/8` �-8/8• (4) 79A 90A 78.0 90A 7&O 90A 7a0 90A 7a0 80.0 7a0 90.0 78.0 90.0 T8A 80.0 7&0 80A 70.0 80A 79A �.0 79.0 1�.0 7a0 80.0 79.0 90.0 79.0 90A 78.0 80.0 19-f/8" 24• 29-1/2- SY 37" 40` a9' a�-f/e° 83" (S) 7a0 90.0 7a0 90.0 79A 9a0 78.0 80.0 7a0 80.0 78.0 90.0 7a0 80.0 79.0 �A 7a0 90.0 78.0 90.0 7aa 90A T8.0 Sao 79A 80.0 - - 79A �.o f9 -f/9` aa" ae-f/z` 32° 40• 93-1/8` 7B" 7s.o $ow Tao �.o 79.0 no Tao 9oA TSA �.0 7a0 Sao 78.0 80.0 7&0 90.0 - 7ao 90.0 7ao so.o 78.0 90.0 0 90.0 UNEQUAL IdTE9 WINDOWS D)SBIGN LOAD CAPACITY -FSP PLAIVRE DDRB. GLAD TYPE 'A' GLASS TYPE 'D' YIIDTH HEWHT E%L(+) 1HT.(-) 19-1/8• 24• 26-f/2" 3a° 37° 40° 49" 85-1/8` �-8/8• (4) 79A 90A 78.0 90A 7&O 90A 7a0 90A 7a0 80.0 7a0 90.0 78.0 90.0 T8A 80.0 7&0 80A 70.0 80A 79A �.0 79.0 1�.0 7a0 80.0 79.0 90.0 79.0 90A 78.0 80.0 19-f/8" 24• 29-1/2- SY 37" 40` a9' a�-f/e° 83" (S) 7a0 90.0 7a0 90.0 79A 9a0 78.0 80.0 7a0 80.0 78.0 90.0 7a0 80.0 79.0 �A 7a0 90.0 78.0 90.0 7aa 90A T8.0 Sao 79A 80.0 - - 79A �.o f9 -f/9` aa" ae-f/z` 32° 40• 93-1/8` 7B" 7s.o $ow Tao �.o 79.0 no Tao 9oA TSA �.0 7a0 Sao 78.0 80.0 7&0 90.0 - 7ao 90.0 7ao so.o 78.0 90.0 WIDTH iYIDTH� Q %; F /. /,. a ti d EQUAL LTTES UNEQUAL LTTES {ORIEL TYPE) a °a 'd �o t a $ 39 _ �� 6 C 1/B' HEAT Si10ft GLASS 3/18° 1WAT STRPN D. GLASS a z 080° INTERLAYER 080° 1NTERt,AYER BUTACITE PV9 BY 'OUPON7' 9UTAf2TE PV9 eY 'WJPONV 2 1/9• HEAT WPZN'D. GLASS 3/18• HEN STRET,'D. GLASS NOTE: LSILICONE CONE GLASS CAPACITIES ON THIS SHEET ARE �1 DUN 999 Dow ass, BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION o b to m 19 is ! DECLARATORY STATEMENT DCA05-DEC-219 , . ; • tin PRODUCy�EROMED i, �(,} g, gylRaixl�tibF1m1A9 g ��' 'OA�N:•5839 �a ag 9 21 21 GLASS TYPE 'A' I GLAM TYPE 'H' '• r 1 19 drawing no. GLAZING OPTIONS ! U 11l . W09-08 Sheet aI EQUAL LITER WINDOWS DEIGN LOAD CAPACITY - PSF FLANGE DIME. GLASS TYPE 'A' GLA88 TYPE 'B' WOttH HEIGHT ETITj+) 1NT.{-) t7fT.(+) 1Ni.(-) f9-1/8° 78.0 80.0 78.0 90.0 aa• 79A 90.0 78.0 00.0 28-1/2° 78.0 80.0 7a0 90.0 S2• � 78A 90.6 78.0 90A 3Y (3) 7a0 90.0 79A eoA 40• 78.0 90.0 78.0 90.0 qg' 750 80.0 7a0 90.0 83-1/8• 78.0 90.0 750 90A 18-1/8° 70.0 80.0 78.0 90A 24• 7a0 90.0 7&0 90.0 29_„2" Tao 80.0 784 90A 32• J8 -S/8" 79.0 904 78A �A 3Y (S) 7a0 90.0 78A W.0 40' 75.0 90A Tao 90.0 aa" Taa �.o TSA 90.0 ss -,/9• Tao soo Tao sow 1s-1/9• 79.0 soo Tao eoA aa• Tao eoA 79.0 90.0 a9 -1/a° Tao �.o Tao �.o 32- 80-Bf8° TSA 00.0 78.0 �A 37' (4) 7&0 liD.6 7a0 90.0 40° 79.0 90.0 Tao 90.0 46" Tao 90.0 Iso 80.0 93-1/e• 79.0 90.0 Tao 90.0 19- Ve• Iso 90.0 T8A 90.0 24° 79.0 80.0 750 80A 28-1/2` 7a0 80A 750 90.0 32" 9J° 7a0 �.0 78.0 �.0 37° (8) 7SA 90A 78A 80.0 40• 79A 80.0 750 80.0 48" 78.0 90A 730 90A 83-1/8' 7a0 �.0 7a0 90.0 18-1/8" 7S0 80.0 78,0 80.0 24" 79.0 90A 750 80.6 28-1/2° 7a0 90A TB.D 90.0 32` 79• 750 80.0 Tao 80.0 3T" (e) Tao �.0 784 90.0 40• 7a0 80A 78.0 80.0 49' 79.0 80A 7a0 90.0 63-1/6" 78.0 �A 73 WOOD BUCK . .. j .,w �.......... O P OR BUCK I � —�— MlAhO-OADE COUNTY APPROVED WOOD MULLION 8 MULLION ANONORS SEE SEPARATE NOTA f � g AL RS TYPICAL ANCHORS P�SEE SEE 0.EFRSPMNG oy WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sm ELE11. FOR SPICING I /4" DTA. TAPCON BY 'D'Yd' (Fw120 KSI. Fy-82 KB) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 4 THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z L DIRECTLY INTO CONC. OR MASONRY g a � q! 1-1/2" MIN. EMBED INTO CONC. OR MASONRY R Qa5 1 /4" TEKS OR SEF DRILL ING SCREWS (GRADE 8 CRS) 0y �++ 128 2 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy ® 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J14 SMC_ OR SFLF ORILIINO SCREWS (GRADE 2 CRS) e INTO MWA-DARE COUNTY APPROVED MULLIONS (MIN. THK. .090-) (NO SHIM SPACE) TYPrAL EDGE DISTANCE INTO CONCRETE AND MASONRY o 2-1/2" MIN. INTO WOOD STRUCTURE - I" MIN. a INTO METAL STRUCTURE ® 3/4" MIN. CONCRETE 1'e .3000 PSI Ak MASONRY fm v 2000 Pb9,)IIF1;, W �,I •,iw �> 1PRODUCFRBV64111) o aim „�IGIerlode. sumleCode 'Ijt :f ao t Growing no. ALLJO AND FRAME coNNEcnons sEaLED WITH' W09-08 14'BM @ PART � RBQD. DBBCBIP770N MAT�Ai. EfANF`./BUPPLTBR/[tBNARKB 1 FYt01 1 FRAME HEAD 8083-T8 - w„u a FY11S 1 FRAME SILL 8083-T8 - s Fr,03 z FanaiE .�Ma Boes-r9 - d a b FY1o� Fri DS , , FDfED aro. RAIL vewr TOP RAB. 8063 -TO 8083-78 - - F 8 FYI 14 1 VENT BOTfOa RAS. 8083-r8 awm-DARE COUNTY r FY,oT a viatr � iYtlL eo9s-T9 - APPROVED MULLION 8 FY,08 AS ROD. GLAZING BEAD (S/1 B" LAa. tiLASSj 6083 -TS - �j SEE SEPARATE NDA SEE ��� �� 8A FYf09 A9 ROD. GLAZING BEAD (7/18° 1A16. OV�SS) 808J -T8 - bbb llGG1[1f 9 12 FY1t8 SL203P s/vENr 2/VENT Sagt•, STOP SWEEP LATCH, AT 12-1/2' FROM ENDS 6083 -Th ZAaAK $ULWAN & ASSOC. IaA �B X S/e° 2/ LATCK LATCH INSr. SCREWS ST. STEEL FH Sas �$ IC 88 % t° AS REg0. FRApq; & VENT AS,Y SCREYiS C" PH PF, Sa$ 14A B8 X 3/8' 2/ VENT BOTTOM RAIL ASSEaBLY SCREWS CRS PH MIS 18 E20T AS REOD. BOTTOA! RAR SEAL - SERIES 101 NEOPRENE ULTRAFAB 18 E203 AS IBEOD. QIAZWO BEAD BULB 9ANrOPRENE UITRAFAB 18 Wa3181 AS REQ0. FTN SF�tl. W STRIPPWO UI.TRAFAB 19 FYt 17 4/ VENT SASH GUIDE CELCON aB:M PLASTICS 19A 20 �8 % 3/8" F2f0 t/ OlAOE 2/VENT SASH GUIDE OtlST. SCREW [SASH BALANCE CRS - OH SMS TYPE B SUPERBOOST BY 831 WUIDOW WIDTR WINDOW WIDTM 20A 88 X S/8' / BALANCk BALANCE INET. SCREW - P FN SMS N 21 - A4 REO0. LASSSPACER SILICONE FRANK IOWE 22 - 1 8/18' BOLI SCREEN - OPTIONAL aS FYt20 - RUSK FRAME TYPICAL ANCHORS i M SEE ELEV. FOR SPACING Z D /a' $L z o 1/4' MAX vFA1r ewDm S ANCHORS t/a• � W SEE EL SKIM FOR SPACM 18 7 a0 o.o SEE ELEV. ., FOR SPACM - - S� > NB.TAI WOOD BUM OPTIONAL -------- '"•i � WOOD y M L' � t4 EX=MOR 1lar 4 &lgt3 DA. OPO. n Womm WIDTH de�FkTMB Dab drenving no. W09-08 44 ADAPTER 8493-i8 OPTIONAL mETAL �V srRucTwtE TYPtM ANCHORS SEE W.V. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACM6 UNU--ADE COUNTY APPROVED MULLION & NULLWN ANCHORS SEE SEPARATE NOA 1 6 •s. I O ALT. TYPICAL ANCHORS SEE ELM FOR SPAMNO • 81 _8 � 114" MAX. © � �a 8i SHMIS ALT. Z d• dp TYPCCAL ANCH� a SEE ELEV. FOR SPACING .d $ Q ALT. < A .. � •+ INMAUATION DLMLS MH FLUSH MME ADAPTER PROMWTTaWMW S FEcameylVtnBwSID@reT+l6elt� j, �., Tdo neo, S 1 sheat of j2750 "2 082 --T 1.688 .7ac 113 FRAME HEAD 2. FRAME JAMB .062— 2.185 1.375 --r .519 .394 1.001 �-1.422 .048 .803 .050 .803 40 FRIX. MEETING RAIL 1.0471.047 1.250 .082 2,063 VENT TOP RAIL VENT BOTTOM RAIL FRAME SILL GLAZING BEADS f-1.434 1.087 062 1.140 . .621 VENT SIDE RAIL FLUSH FRAME ADO T js FRAME CORNERS BETA 14 A I Ml� L:L;* drawing no. W09-08