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RC-14-1825 t Miami Shores Village FR-R-C T�:I-NJ K D Building Department OCT 0 3 2014 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY. INSPECTION LINE PHONE NUMBER:(305)762-4949 ---' FBC 20 [Z� BUILDING Master Permit No.?)(— PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS h , JOB ADDRESS: ls I/ City: Miami Shores County: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): �f��� ��� / Address,: <2e222?a City: !! ,2 State: Zip: Tenant/Lesse Name: Phone#: Email: -teq� CONTRACTOR:Company Name: �'eG? / } S lam/X hone#: p Y Address: be'-S-.30 E -J 1 -33 4U--e--City: M ' C�_ "'V� = State: �-- Zip: Qualifier Name: JJ_e1 'I S Phone#: State Certification or Registration#: Certificate C ����6 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: �— Zip: 7) Value of Work for this Permit:$ 62 ®� I Square/Linear Footage of Work:tlur9�°' �C ��"`.`� • � wane.•:,-r Type,of' rk; ❑,Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Desi' 'tipn of Wolk: Speiify color of color thru tile: _ rl Submittal'0ee$1'a rr Permit Fee$ op� ° "� CCF$ 3� °�d J CO/CC$ Scanning Fee$ ®V Radon Fee$ ' d DBPR$$ - Notary$ Technology Fee 53 Training/Education Fee$ ' 1 Double Fee$ Structural Reviews$ • W O '� Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. R Signature Signature WNER or AGENT C R OR The foregoing instrument was acknowledged before me this The foregoing instrume was acknowledged before me this ay of '20 1 ,by GJ day of ! 20 by ona y to A who is personally known to me or who has produced as me or who has produced / Gly(' )Q,_ e as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: \������� ' ""',,. NOTARY PUBLIC: t%1t1t11///1 OTA .•N.• Sign: _ Sign: Print: — 9 b J,' - Print: /'1 ) � Z _ Oft6d1ha • Seal: dx3 0 Seal: loft* OF FO APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a� STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 W, 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 DENIS, JORGE LUIS DENIS CONSTRUCTION INC 8530 SW 133RD AVENUE MIAMI FL 33183 r Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and M - . _r - _ - Professional Regulation. Our professionals and businesses range STATE CaFOR1DR from architects to yacht brokers,from boxers to barbeque restaurants, DEPAR BCJSTN and they keep Florida's economy strong. Y ESSAND^Y UL STCQ�1 Every day we work to improve the way we do business in order to CGP15t4635- serve you better. For information about our services,please log onto www.myfloridalleense.com. There you can find more information -- - about our divisions and the regulations that impact you,subscribe _ to department newsletters and learn more about the Department's i initiatives. s = - ,4 Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, de i-)I'O V-0f��► aas ss and congratulations on your new license! €xpga8or>ate Auer zers _ Lt405 DETACH HERE RICK SCOTT, GOVERNOR T KEN LAWSON,SECRETARY r., STATE---Of;- C-,—JbA D I'i4 2 1tAEN1 QF.HUiWESS tND IE R E5S10NA` _ RI* J1J4TION *T-WC'n . - A CCY , a10ENS`IM1t3..,. G eE�4ERCGC4TO�t 4 } .:;Nad�"elovv 1S�RT�FFEB�♦- - ry—�+ � -', } .. .` 16 WOF ' —per"'— _ _ w Ma.+s. '' ? o~' V �=a .} a,`t, •� ` s "ya '4Mu �A e'r �•"�< s�""T,.,v-- ,.*d' �-"acs ' � � e �5 1++. °c � Y, 4 4. • � ICCII=n- flRH019MA IIIQDI AN/ AO E3C/1111n['n n%i I AIA/ DENIS-1 OP ID: KD DATE(MM/DD/YYYY) �...- CERTIFICATE OF LIABILITY INSURANCE 09/29/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT W.F.Roemer Insurance Agency PHONE FAX 3775 NW 124 Avenue c No Ext: A/C No): Coral Springs,FL 33065 E-MAIL : William F.Dowd 111 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Vinings Insurance Company 16632 INSURED Denis Construction Inc INSURER B: 8530 SW 133 Avenue Miami,FL 33183 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD SUSR POLICY EFF POLICY EXP LIMITS LTR POLICYNUMBER MM D M D GENERALLIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE ToRFNTEU-- A X COMMERCIAL GENERAL LIABILITY GLP006007205 12/28/2013 12/28/2014 PREMISES Ea occurrencel $ 100,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY JECT PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $HIRED AUTOS AUTOS PER ACCIDENT) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,descr be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) CGC1514635 CERTIFICATE HOLDER CANCELLATION MIAMIS2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 12-17-2012 JEFF ATWATEIi • CHIEF R14ANCIAL PMO STATE 'OF FLORIDA,' DEPARTMENT OF FINANCIAL. SERVICES DIVISION OF WORKERS, COMPENSATION . CMTIF1CAT1 OF ELECTION TO 13E MUM" FWM FLORIDA WORIfM COMPENSATION LAw CONSTRUCTION INDUSTRY EXEMPTION -chis certifies that the individual listed below has ®1,�Cted to be exempt from Florida Workers, Compensation law. EFFECTIVE DATE: 02/23/2013 EXPIRATION DATE.- 0212312015 PERSON: DENIS FEIN: 205914442JORGE L BUSINESS NAME AND ADDMS5% ,. DENTS CONSTRUCTION INC 8530 SM 133 AVE MIAMI 'FL 33183 SCOPES OF BUSINESS OR TRADE; ` 1- LICENSED 4ENEM CONTRACTOR IMPORTANT'Nr of re ant to Chapter Oda . OSI1 F.S., as officer of a carporetlon who sleets exemptioq from mts chapter by tiling a ee+taficete at ale ction sneer this 9ettioa may not reenter benetift nr compeasanon ander this chapter. Pareuant to Cha ter elects e NOR of the nasihesa or trade stated on the notice eP election to he exempt Porsaant t0 Chapter 40.0131, F.s., Notices aP electia� is he exempt and certiflcatea of p 6021, F_3., csrtmtientea of election Webs MWL.. apply oily rrlthra the ftaIrce atectios ea be exempt shall be asD(ect to revetatlon if, at any time shat the I;I;ag of heti or the Issuance of the certificate, aha person millnamed an the icaM or earrlflcm ao longer meats ma requirements sf this aeetioa for iSsoance of a certificate, named•on he certifieara to meet the nti iremeots of this :action. TAe department ahau rero¢e a certificate et ;� any time for failure of the Pere' an DWC-252 CERTIFICATE OF ELECTION TO HE EXEMPT,REViSF.I] 01,17 QUESTIONS? (850) 413-•1809 PLEASE CUT OUT TH•E CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OR FLORIDA DEPARTMENT OF FINANCIAL SERVICES olvislau of weRKr�s�coiwf�Ef4sATwN F IMPORTANT CONSTRLICTION INBUSTRY O Pursuant to Chapter 440.05(14) F.S, an officer of a carporafian who CERTtPiCATE OF ELMTION TO f3ELXyIpT FROIyI f'i-ORIDA L elects exemption from this chapter by filing a Certificate of election fNORKdts CDplyii'FNSATIONLAW" % under this section may rtot recover benefits or co EFFECTIVE- 02,{23. 24013 a D chapter. mVet>sation under this l EXPIRATION DATE: 02/23/2016 PERSON: JORGE- 1. PENIS F 1 Pursuant to Chapter 440.05(12}, F.S., Certifi exempt. apply only csteS of election t0 be FHIIN: 205811442 y within the scope of the business or trade listed on BUSINESS NAME-,AND AaDRES$. R the notice of election to, be exempt DENTS CONSTRllCTION, C 16 E Pursuant to Chapter 440.05(13), F.S, Notices of election to be exempt 0530 SW 133 AVE and certificates of election to be exempt shay be Sub' MlAtdi FL 93183 if, at any*time after.fife filing of the notice or the issuance ofptheton certificate, the person named on the notice or certificate no longer meets the retpriremetlts of this Section for issuance of a certificate. The SCOPE OF BUSINESS 01, TRADE:, departfierit shall revoke a certificate at any time for failure of the I- LICEA"D GEN2g4 CONYRACTOR person named an the Certificate to meet the requirements of this :action. 4 QUESTION$? (850) 413-1609 CUT HERE Cwry bottom portion on the fib, ke® p upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO aE EXEMPT REVISED 01-11 3 a. �gORFs .... a,�» Miami shores Village Building Department R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation injuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name: �' �7�liff Print Name: ®1 � ��/L�(.S ,:f7 Signature: _ Signature: State of Florida) State of Florida) County of Miami-Dade) County County of Miami-Dade) /Jf Sworn to,=d s bscribed before me this�� ��, Sworn to d stibscribed before me this j day of 20 ` `�� �� °° day of ,20 `�t�tliitt7/// ONUR By �� �-� F�°. By ��` ;.•• N01q•.FAQ''. y.lz s ® �s J ':� _ (SEAL) �.- � (SEAL) Type of Identification produced Type of Identification produce ; 2015 details-Business Tax Account DENIS CONSTRUCTION INC-TaxSys-Miami-Dad... https://www.n ian idade.county-taxes.com/public/business—tax/accounts/6484257 ,., . Tax Collector Home Search Reports Shopping Cart We have moved.Our new address is: 200 NW 2nd Ave,N6ami, FL 33128 The information contained herein does not constitute a title search or property ownership. 15 Detaft—Busiross . Account DENIS CONSTRUCTION INC Business Tax Account#6484257 :Account details Account history 2015 2014....... ......_..._.._2013.._....-..... . ........2012... __. 20.1.1... _ 2010 ....'..% Paid Paid Paid Paid Paid Paid Account nurrber: 6484257 Owner(s): DENIS CONSTRUCTION INC Business start date: 08/01/2009 8530 SW 133 AVE Business address: DENIS CONSTRUCTION INC MIAMI, FL 33183 8530 SW 133 AVE Mailing address: DENIS CONSTRUCTION INC MIAMI, FL 33183 JORGE DENIS PRES Physical business location: UNIN DADE COUNTY 8530 SW 133 AVE MIAMI, FL 33183 Flags: � Home Business 0" Print account application(PDF) Receipts And Occupations Receipt 6754056 Paid 2014-10-02$82.50 Contracting 10/01/2014-09/30/2015 NAICS code:2389 Receipt#CREDITCARD-15-000604 13' Print this bill GENERAL BUILDING CONTRACTOR Units: 1 Additional documentation required: CGC1514635 State/County License or Certificate :�.of] 10/2/2014 5:08 PM . t ' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218248 Permit Number: RC-8-14-1825 Inspection Date: April 10, 2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: GONZALEZ, MARIO Work Classification: Addition/Alteration Job Address:9811 NW 1 Avenue Miami Shores, FL 33150- Phone Number (786)236-0135 Parcel Number 1131010330080 Project: <NONE> Contractor: DENIS CONSTRUCTION INC Phone: (786)390-9264 Building Department Comments FULL REMODEL OF KITCHEN 3 BATHROOMS, FLOORS Infractio Passed Comments 13 WINDOWS AND 1 DOOR INSPECTOR COMMENTS False Inspector Comments Passed _ Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 April 09,2015 Page 1 of 1 i ctn of I 444 A.W.id A,►saess BtM DD*DEPART aat- x�S. I�eeR 8fod�33t30 1■�-ION Q` ■/��,t{�{ • . Eads} DMUIA Pima Ml curt and give a cop►of d&f9:=to*9 i et umet Of ftol i�ecdva. > iwi�Pmt Na C 2-, pwp f?�I r��`d Job Adcgms:, 1 7" /n tri �� Wt Y' that dw bm bas mono#in�ats�pe��� �d�f b� tiaa ddo .+A�s . sad pLrm, ad in tie vAk good coutdMian'pulite. no bedwou 19m � ho ire cba+mo dMbs shown wow(Cbnk mly vougarblt bou) L 1W Thfielaamas: 13 C] �.t�tiwdts san��s �- V-o 'r>bid : ._..�:_- lrbM 3 WV- 13 and• Gi me eeosme ltau be MMkW a MPM �9 COe $a PBC Ml I3 edido�.Tt 2Wbj we Ma inotndtd hQ �be f led in@u add. Mesial: '` bob(m). Dr."M ,1O I— LbM 3 Mir• fls✓� (� �•1 �$- 1�.'/On frayed-Oa,goad or bt Paa`-Po } avrrapm of am(3)ORL= Of dw _ je- mon Co�ttoZoc tX.yM ��-�� m Name a CG�e�s/ 13� os .e`: +•R1• - `-•ata:' `wzJ+' - _ _ t,t- f i ,` '''��1, r��,� •a..t '�. �''` < In e �,f i �•ti r 4 yo ..., - ..a n' it,._ 'i...,.n ..c:4:..-1�.,, ker t.. �i":._ a rir-f`:, .bi,e•7 r a 1"rGx�,. ?_.....�. N, i_ .. _ ...r. ....�,..n-eh ..r ��� Certificate of Completion a Miami Shores Village , 4 10050 NE 2 Ave, Miami Shores FI,33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department 9 ' This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-8-14-1825 Owner MARIO GONZALEZ III Contractor DFNIR CONSTRUCTION IN i ■'t � ` � .. f ���• rti I Subdivision/Project MIAMI SHORES SEC 6 10/23/2014 1 Date Issued Occupancy tg Construction Type y-R Load Occupancy a= f' Square Footage N/AType R-3 1� Description of FULL REMODEL OF KITCHEN 3 BATHROOMS, Applicable - Work FLOORS 13 WINDOWS AND 1 DOOR Code 2010 FLORIDA BUILDING R F Location j Flood Zone F.F.E 9811 NW 1 AVE Miami Shores FL 33150 ' ■■■■ ■■■■■M Building Officials Approval Ismael Naranjo=, Not Transferable { ' t R'lpp► POST IN A CONSPICUOUS PLACE �$ •, � .,I_. 's.H � ry n. It t r d t.��a'y�y4 + ' ��" �'H` �qp��y� ,�4+^ ;.� °.t'_.-r �i`y:.���r �.� ME 1 k ...tom - �, i ,i• _ _ `a INSPECTION RECORD - - ® POST ON SITE Permit NO. RC-8-1 4-1825 �yNORFS i'w -_. ._ Miami Shores Village Permit Type:Residential Construction � MUM 10050 N.E.2nd Avenue �+ Miami Shores,FL 33138-0000iNt7li<!C/?SS/t/CCitiOR:Addition/Alteration � ��FiPhone: (305)795-2204 Fax: (305)759-8972 pR�pp► Issue Date: 10/23/2014 Expires: 04/21/2015 INSPECTION REQUESTS: (305)762-4949 or Log on at haps: ;-.Ilg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE r.4DLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel#:1131010330080 Owner's Name:MARIO GONZALEZ Owner's Phone: (786)236-0135 Job Address: 9811 NW 1 Avenue Total Square Feet: 1800 Miami Shores, FL 33150- Total Job Valuation: $ 42,000.00 Bond Number: WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:0012M.NO WORK IS ALLOWED ON SUNDAY Contractor(s) Phone Primary Contractor OR HOLIDAYS. DENIS CONSTRUCTION INC (786)390 -264 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. T-b'S ©k, 4A.k� �.. cry w �'� • ��- , 4 c ) j. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED OBJ THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSPi INSPECTION DATE INSP INSPECTION DATE INSP Foundation ZoningFinal Stemwall ZONING COMMENTS Rough Slab _ Water Service Columns ':.t Lift 2 Rough f Columns (2nd Lift To Out Tie Beam Z-mr— f Fire Sp rinklers Truss/Rafters Se tic Tank Roof SheathingSewer Hook-up Bucks Roof Drains Windows/Doors Gas Interior Framing t INSPECTION JDATE INSP LP Tank �. InsulationOW Temporary Pole Well •' Ceiling Grid 30 Day Temporary Lawn S ric klers Drywall Pool Bonding Main Drain Firewall Pool Deck BondingPool Pi in Wire Lath Pool Wet Niche - Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab �m Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rou Driveway _ Rough PLUMBIN C S Driveway Base = Tele hone Rou h Tin Cap Telephone Fina i Roof in Procress v TV Rough ' i lopin Frr f_ess TV Final Cable Rou gh ° 5hut% , ttachment Cable Final Finzl Shutters Interco-'n Rough Rails and Guardrails Interc6in Final IMECHANICAL ADA com liance Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate cv, - Pressure Test Spot Survey "9 Final Hood Final Survey Final Vbntilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Finn Vacuum FIRE MECHANICALCOMMENTS IN PECTIO JDATE JINSP Final Sprinkler Final Alarm i (i ARCHITECTURE + DESIGN March 17, 2015 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit# Folio# 11-3101-033-0080 Attn: Building Department, I, Christopher Casariego, having performed and approved the required inspections at the renovation. I hereby attest to the best of my knowledge, belief and professional judgement, the structural and envelope components of the above referenced renovation 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 judgement; the approved permit plans represent the as-built condition of the structural and envelope components of the said structure. This document is being prepared in accordance with Chapter 1 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, D .�. 43,x•�L®IRP? Christopher Casariego, NCARB, LEED AP Architect •:U 't6N0 State of Florida #AR95610 ••� y C1't'Y dF W&W.9odA.�o�s Bim[ 01 IPARThUM t gfad0s DMULATION CMLTnnrATIT e ��YY'' y, j rkm ill ou and sM i oWafffmafi�to&B N iM 0!'11 O Job AA60: f � Mod In to Ibm qft g` AMM sw MM" iPjaffX72= f m plIrAo Od iS MCNiMill atilt 9"4 padin• The bmftm hnMW gad' hills ibe Amamdgdm shown below:(Cbe*0Y 0094*10 bMU) 13 L ,; 3 '_ %.SGC «T— e tftk t] .. r... • 13 is Be -■� caosm,�„c_„��(qui �Y•..�.- � M� 3 : fibs duet tib! be a hk OW by !►coda nqwommdL ,eye #mZndod in 14 jMV 1�ft dO beed' '�'Lere • a 6. � �-(�� Mit, TkUMCM ►i�rtt : -----tom 3 r iah(oak '-2�i LbM3 rCi�/s,►J� , • ❑ 8.�$-Deaadt�� ,ioaa A of (3) ofaftO Wamilm c +?Nhumw l�enral s �1- 2�sz� rs�® 2,3 013 s CF,IV—F DEC 2 8 2014 F YAZDANI Inc REGISTERED PROFESSIONAL ENGINEER STRUCTURAL ENGINEERING DESIGN & ANALYSIS December 22,2014 City of Miami Shores Building Services Department 10050 NE 2nd Avenue ° U Miami Shores,Florida 33136 ' flees two , semVr 4"Or Re: Existing Floor Joist Check C/ Castro Residence 9811 NE I Avenue, Miami Shores,Florida 33136 Permit No.: RC14-1825 1 � Dear Building Official: The homeowners are planning to change the existing floor covering in the above noted residence. This office was asked to check and verify the capacity of the existing floor framing. The analysis of the existing floor joists is concluded in the following: - The existing floor framing consists of 2x10 wood joists. Dade Pine, 16 inches on center spacing maximum 14 feet design length. - The existing floor framing spans from the exterior walls to interior stem walls or interior stem walls to interior stem walls,as shown on sheet 4 of 4 of the attached design computations. - The proposed flooring would consists of 3/8-inch thick tiles over maximum 1 inch thinset/grout bed over 1/2-Durock fully fastened and installed over 3/4-inch plywood subflooring fully fastened and installed over existing 1 x8 wood board decking with diagonal original installation over existing 2x8 wood joists. The signed and sealed calculations are attached for your review and approval. If you have any questions, plea` 1�} e�tt call me, 1,p.D Yg2'�i�i Sincerely, `�PQ;••CEA(S•o'92'� ® 2 * No.42986 •t ; Farzad Yazdani.PE = -0 Florida PE No.42986 -p•. STATE OF W i�t�`S%'•• 40R%D'�. 4031 NW 54th Court, Coconut 05;" r %J!`073 Phone: 561-271-0832 Fax: 954—AWL 34 FYAZPE®GMAIL.COM F YAZDANt Inc JOs 4911 NUJ 1 -4 %&- lV142mt S�/e-q FL 4031 NW 54th Court SHEET NO of Coconut Creek, Florida 33073 8 2 f �� Phone: 561-271-0832 CALCULATED BY `,pp/m Fax: 954-775-0534 CHECKED BY� ' , Y j FYAZPE®GMAILCOM °�'� 1 SALE GXl�4-iri wood Floor .541,E+s .A,[k; �* :! p o. _ r 70 lx . /1� Co e dw� : S ATEOF W� ci4 �, BSc .!7_10 . FBC Zo l o, NDS o .._. .. .. ...�/.. •0•is� a•ue••• �t • ... ._. �17111111l, —..FI oar Cover; _ PorCe'L n - o6 = 15,E PGF X3�g 7%, k, z +75 AsF. . n , T�r!!lS"v6Iok s Q 5.J�c.F. X.1 '��ii411Z r.7,9Z OF . .yZ _ _ 3/rr' plyod a, IF��a' A' i X 9 Wood x 314 Th''uE a 2� �017SF. a ?X.IO..Wood ao►_, �. /gam... oo psi M%sccl.lar 0Uzu ..(Piec.Is,bridi� /block- ZD-�L-cttan: LL+DL. LIZ40 _ L L L1360 - �xi s�-i r' Say s�-s:. 2x, l.o_.1PJs�, :So.�s�s.. ;�. /�__ QIG. .S�,►u�,...TYP.. ._ .7Dac% i�►c ( 4 f1�4 rr � iva4o..-11, 4on) Fa.. __. Pat Ie n3 YY.0f54 tease ./ .. .b�. 1.4__o t4 -.. ZP r_ z. z k.4 "X l0: 1 �As: 4= 13A it a -= 9 f.4 s MA. � ..�,.�.�T.F�.X r.2,000�Zl.ff ilia se 12 39-P-5 b _ Fit, r _ 1� F YAZDANI Inc Joa i"I A(w IStgvTM;smi' sh,z�Z 4031 NW 54th Court SHMNO �' OF Coconut Creek. Florida 33073 ca�CUATMar Fr / �a���RM �� /2�Z�L Phone: 581-271-0832 For 854-775-0534 CHWXWBY 11t�Q y �p�-_ OA,M�f�r y, FYAZREmGMAdLCOM 1.0 . F ...= f�'�5"o_Pse..x. o.q .x..0. 5 x 1,e. �c.l.,.o_x.i...►5 •__1,..277,6.. si _ b:a .f�.234.. ay. ok. ALF x BPIF..., _.....:... Y 41 N Q 5�.. .8_ Pte► ._Fd. .C,..x..CM x G. x_C _ ._ . ..... . . 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PE DRAWN BY: FY PROJECT N0. 11000714—CWM DATE: DIMMER !, 2014 FAMILY RM CONCRUE --------- — --i '------------------ i '------__._----- ------ -- ----i 1 1 I KITCHEN i i DINING RM j I BDRM-2 BDRM-1 WPok vi I I I 1 I 1 1 —Jill, i �___ ___ ___ _____ ____ __------ 1 LIVING RM i ! I BATH-2 1 i j 1 1 U. CL � 11 I -------------- _ii_ M' eAT71 GARAGE CONCRErE i--- — — --I l � M. BORM IJ M. VACL- EXISTING FLOOR JOISM ger 10�olrs F YAZDANI Inc JOB !9911 4031 NW 54th Court SHEET NO I of _ Coconut Creek, Florida 33073 Phone: 581-271-0832 CALCULATED ev DATE Fax: 954-775-0534 �.► za �t FYAZPE®GMAILCOM CHECKED BY �• `�� D Y�E�r SCALE !, 8 //� ° • 1. ASc� �_i� SBC ®d0, I°J D5 .. 'OSTATE OF W 1 � 0 .. t,...t 1.Q e O� i T �• �Ct �•°�rarq PCS .3�� 7 e 1.75 P3F ra p r � �. /�®sc�Ilc�n.enus_..(Pe �s , �r►c�r ,to��z+n ., c.� i..oa :F... . . LL -f3.6o 2x l.o_ wd, J-QiA..s O r l res F_ l Co m sem' .._... ....�!� --_.. q0 _. . . �. X P O" f)6! 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Gl cl FRM=214.1 A*RMW 20-1 iPaW F YAZDANI Inc J06 9A/,l IV /s� �4ye A171"�` � fps, FL 4031 NW 54th Court SHEETNO 3 OF_4_ Coconut Creek, Florida 33073 CALCULATEDBYr 1!lZ�orl/ DE DATE /ZI-91* Phone: 561--271-0832 �+ Fox: 954-775-0534 CHECKED BY/". 0 49 DATE I Z/-!(/*` /��' Ify FYAZPE®GMAILCOM SCALE A = 5W L3�3$H- EI Q .5(4-o psF'x 16 LL x KF'x 0.4 :3 < 4 �t � 1. 4xi2/240 0."70a n Zx l o _ 'a.a.r '01.S15 , I d 0/6 ' Ca m O-x t n1vm 1-4,;$�t'r,.. Can / 1 ll t,lj SU�,�air`tc P/O�pSc� //t`..►. a.o� 6'- 77k,...$ .. 3 . T7ke..$ O✓er m4L/c.. mufm / -pk nt'- / loto . �ocd oY�� __ ��Z �'_ Dur o.�, k Fug lI . .�as�--�-r►G� _� ._ _. _ 1.x.8 ..Vv a boa rrl.._ k ct . L i aj a nu..Q �:rtS1�a.�1.�. r a» c vel^ 2,x 'VIGo.oc�._ Q�per. '0is13 _1.6.��.o% CASTRO RESIDENCE 9811 NW 1st AVENUE MIAMI SHORES, FLORIDA PREPARED BY- FARZAD YAZDANI. PE DRAWN BY: FY PROJECT NO. 11CD0714—CASTRO DATE DECEMBER S. 2014 FAMILY RM CONCRETE r--------- T -- --i r-------------- --� ----- ------ I 11 1 1 I I I i I I KITCHEN DINING RMj l BDRM-1 I . I .* • 11 I I BDRM-2 . 44I tn ! I 1 j I I j I I t I — I I 1 —1/1 • I I I I I 11 I -----4-J-4--1 ------ - -- I — ------------ — -- ----� 1 1 I I LI) 11 LIVING RM i .I .I BATH-2 1 U. CL I I I Ion 1 I M. BATH I 1 I ! -------------- I ! GARAGE r--------- -- ----� CONCRETE I I M. BDRM I I I ! I . . 1 I I I I M. WIC I I 1 I 1 I •� .:k EXISTING FLOOR JOISTS LAYOUT nor m sauce 58oRFs Miami shores Village Building Department also Neill" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 hi .d Tel: (305) 795.2204 A�ORiD� Fax: (305) 756.8972 r��l -1 Y Page 1 of 1 Permit No: g-C1 4 -1 �-dJ Structural Critique Sheet STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi As of ♦S�oBEs Miami shores "�� � u"'�' Village L- %* Building Department �ORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 FBX: (305) 756.8972 RECEIPT PERMIT#: DATE: Z �y ❑Contractor (NAME) ❑ Owner ❑Architect Picked up 2 sets of plans and (other) Address: Fw—()21%G From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: - RESUBMITTED DATE: PERMIT CLERK INITIAL: &/&113 Florida Buildr4 Cade Online .Vid-iDFK BCIS Home Log In ( user Registration Hot Topl s i Sahmit Surcharge ; Stats&Facts !. Publications PBC Staff SCIS Ste Map Links Starch ; Businesj��r� _ Professial product Approval USER:Publit User R?gU)dtl4tl i Product Approval Menu>P aduct orAnonotion Search>Aoalication List>Appltcation Detail i' °i FL# FL10975-R4 e s ♦�. f Application Type Revision Code Version 2010 Application Status Approved Cornments Archived - ��� � .�.I ,.�� }�: .7 Product Manufacture ''ti 016 6r 2 2 014 1 Therms-Tru Corporation Address/Phone/Email _ 118 Industrial Drive Edgerton,OH 43517 -- (419)298-1740 rick►y@rvibldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com,, Technical Representative + Address/Phone/Enmil Quality Assurance Representative ova f Address/Phone/En-all Category Exterior Doors •• : • • •• Subcategory Swinging Exterior Door Assemblies ••••••see : •••• ••••:• • Compliance Method Evaluation Report from a Florida Regist egos** rtd luthitect oP d Licensed Fiorltla • Professional Engineer •••• • •• ••.•• Evaluation Report-Hardcopy Recelyg4 o 9 0 . s •.;.•• • • :0-• • •• •• • • •••••• Florida Engineer or Architect Name who developed the Lyndon F.Schmidt, P.E. •.•••• • •• Evaluation Report • • • • • • • • •••••• Florida License PE-43409 •••••• Quality Assurance Entity National Accreditation and Management lIgtkuje •••••• •••. • • Quality Assurance Contract Expiration Date 12/31/2015 • Vaifdated By Ryan J. [Ong,P.E. r Validation Checidist- Hardcopy Received Certificate of Independence FL10975 R4 COI Certificate of Independence.od_f Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM 02843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM 626 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL,10975 R4 EDuiv of Standards.o Sections from the Code Product Aooroval Method Method 1 Option D I t13 Florida Building Code Online Date Submitted 02/27/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/08/2012 Date Approved 04/03/2012 Summary of Products FL ff Model,Number or Name Description 10975.1 a. "FiberClasslc`, "Smoothstar", 6'8"Impact"Glazed Fiberglass Single Door- (X)Inswing or ClassicCraft"or"ClassicCraft Rustic" Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R4 II Inst 10975 1 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 10975.1 for Design Pressure Ratings by specific FL10975 R4 AE Eval 10975 1 odf Model and for any other additional use limitations and installation Created by Independent Third Party:Yes instructions.(Note- ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.2 b.'F€berClasslc',"SmoothStar', 6'8"Impact'Glazed Fiberglass Single Door with Sidelfte- (OX or "ClassicCraft"or'ClasslcCraft Rustic' XO)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R4 I1Ins1; 10475 o o Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.2 for Design Pressure Ratings by specific FL10975 R4 AE Fvai 10975 nrff Model and for any other additional use flu tatlons and installation Created by Independent Third Party: Yes instructions. (Note- ASTM E1300-98 utilized for areas inside the HVHZ) 10975.3 c. "FlberClassic', "SmoothStar", 68"Impact'Glazed Fiberglass Single Door with Sidelites- (OXO) "ClassicCraft"or'ClassIcCraft Rustic" Inswing or Outswing Configuration Limits of Use Installation Instructions %*a% Approved for use In HVHZ:Yes FL10975 R4 II Inst 1097g'3 r) • ••••• Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schnid,P.6. 4340%• • •• Impact Resistant:Yes Created by Independent TkV WV: Yes � •••• � Design Pressure:N/A Evaluation Reports • •••• Other:See INST 10975.3 for Design Pressure Ratings by specific F-UO975 R4 AE Eval 109A •$df' • •••• Model and for any other additional use Limitations and installation Created by Independent ThMd•f+att : Yes •• • • instructions. (Note-ASTM E1300.98 utilized for areas Inside the • Y • • • HVHZ) •••• • •• ••••• • 10975.4 d. "F1berCiassic', "SmoothStar", 6'8'Impact"Glazed Fiberglass Ruble Door f(XX)inst�7 'ClassicCraft"or"ClasskCraft Rustic" Outswing Configuration Limits of Use Installation Instructions • • •••••. Approved for use In HVHZ:Yes FL10975 R4 It Inst 1097524 odf•• • 0•••• Approved for use outside HVHZ:Yes Verified By: Wendel W.HanwA PA 54158 .... • Impact Resistant:Yes Created by Independent Third Party: Yes ••o• Design Pressure:N/A Evaluation Reports Other:See INST 10975.4 for Design Pressure Ratings by specific X0975 R4 Af Evai 10975 a pdf Model and for any other addltional'use Iirrftations and installation Created by Independent Third Party: Yes Instructions. (Note-ASTM E1300.98 utilized for areas Inside the HVHZ) 10975.5 e. 'FiberClassic', 'SmoothStar', 6'84Irnpect'dazed Fiberglass Double Door with Sidelites-(OXXO) I'ClasslcCraft"or'ClassicCraft Rustic' Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ:Yes ELIQ275 R4 II Inst 925.S.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.5 for Design Pressure Ratings by specific FL10975 R4 AE Evai 10975 5 pdf Model and for any other additional use(irritations and Installation Created by Independent Third Panty: Yes instructions. (Note -ASTM E1300-98 utilized for areas inside the HVHZ) 10975.6 f. 'F€berClassic','SmoothStar", 68'Impact'Gazed Fiberglass Single Door utilizing Hoppe Multi 'ClassicCraft"or"ClassicCraft Rustic" Point lock- Inswing or Outswing configuration(X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R4 It Inst 10 75 b odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E. 43409 impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.See INST 10975.6 for Design Pressure Ratings by specific FL10975 R4 AE Evai 1097 b odf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. (Note -ASTM E1300-98 utilized for areas Inside the 10975.7 g. "FiberClassic", 'SrnoothStar", 6'8"Impact"Glazed Fiberglass Single Door with siderite utilizing 'ClassicCraft"or"ClassicCraft Rustic' Hoppe Multi Point lock- inswing or Outswing configuration(OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIC975 R4 R Inst 10975 7 Qdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.See INST 10975,7 for Design Pressure Ratings by specific FL10975 R4 AE EYA 1097K 7 odf Model and for any other additional use limitations and installation Created by Independent Third Party:Yes instructions. (Note- ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.8 h, 'FiberCiassic "SmoothStar', 68"Impact"Glazed Fiberglass Single Door with siderltes utilizing 'ClassicCraft'or"CiassicCraft Rustic" Hoppe Multi Point tock- Inswing or Outswing configuration(OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R4 II Inst 10975 8 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.8 for Design Pressure Ratings by specific FL10975 R4 AE Eval 10975 8 odf Model and for any other additional use limitations and installation Created by Independent Third Party:Yes Instructions, (Note- ASTM E1300-98 utlllzed for areas Inside the HVHZ) 10975.9 i."FfberClassic', "SmoothStara, 6'8"Impact"Glazed Fiberglass Double Door utilizing Hoppe Multi "ClasslcCraft"or"ClassicCraft Rustic" Point lock- Inswing or Outswing configuration (XX) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10975 R4 II Inst 10,875 9 Odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.9 for Design Pressure Ratings by specific FL10975 R4 AE Eval 10975 9 gg Model and for any other additional use limitations and Installation Created by Independent Third Party: Yes instructions.(Note- ASTM E1300-98 utilized for areas Inside the HVHZ) 10975,10 j. "FiberClassic','SmoothStar", 68"Impact"Glazed Fiberglys Double Door jvTtA IM89tes ut&r" 'Classic Craft'or"ClassicCraft Rustic" Hoppe Multi Point lock- In!:Ang•orkOutswin configuration(OXX01 Limits of Use Installation Instructions • 0 •• •• • • Approved for use In HVHZ:Yes L 7 Inst 30 75 1 Approved for use outside HVHZ:Yes Verified By: Lyndon F, Sch .E.43409 ;.... Impact Resistant:Yes Created by Independent Thlftl•Patt : Yes •• • • Design Pressure:N/A Evaluation Reports •... Y ; •••' • •• Other:See INST 10975.10 for Design Pressure Ratings by specific FL10975 R4 AE Evai 1097Q 1418l• :0. •• ••••• Model and for any other additional use limitations and Installation Created by Independent TWPd Ptfty: Yes • •• ••••• Instructions. (Note- ASTM E1300-98 utilized for areas inside the • HVHZ) •••••• • • • • • • • FigNext •• • •••• • • • •••• Con ::1940 North Monroe street Tallahassee FL 32399 phone-850-487-18R4 The State of Florida is an WEED employer.ICAeydaht 2007-2010 Mate of Florida ::privacy StatemeD ::Accessibility Statement::119fund Statement Under Florida law,email addresses are public records.If you do not went your a-mall address released In response to a public-records request,do not send electronic man to this entity,Instead,contact the oMce by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,F.S.must provide the Department with an emall address If they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.If you do notwcsh to supply a personal address,please provide the Department with an eman address Mich can be made available to the public.To deterrnina it you are a ifcens t ee under Chapter 455,F.S.,please dick here. Product ApprovalAcceptsk ®®® smiri •-MLTKjCx wwutfioridabulldrlo.oro/odor aon dtl.asDx?nararr;--wGFVX0vJ0n�dhTciriRvuil kaL,7fh1aat lnKl In t)O7Mn FKI A7ht n ndWnrftir fio/Wr19/art �n . . ... . . . ... .. .. . . . .. .. . • • • • •• *06 • • *00 •• • .4 000 .0 * : :.: NF THERMA TRU ®®® RS e t 1 6 INDUSTRIAL OR., EDGERTON, OH 4351-7 w z 3FRAME WIDTH ti d "SMOOTH STAR" "FIBER CLASSIC , .. . • as • • • • • :00 •• •.. •. 3&=MAX 4 '• :': : : :•• :e •. �PANQWiptN� 2�l CLASSICC "& "'CLASSIC CRAFT RUS°TICv' : : a 0 S•. soe a FIBERGLASS GLAZED DOOR INSWING/GUTSWING f "iMPACr GOAL NOIEt 1. P*product hos boon ewotuated and is in co"WorIce with ft M10 FtoWa Rc<*g Code pq .ilvcfuldrauivhements.1-W iMthe-i•iii,vftcffyKnffccnozone'{HVHZJ. ef 2 Product anchorsshaD be as listed cnd spaced os ftwn on detalls.MOW embedment to bole a es a matetiW shoo be beyond waD dres4rtp orshrcco. � g3 When used in Ito IWHT this product eompDeswAh SecflOn 7624 of the Ftorido 13uDd1ng Code and dares g1 not regalia an impact rosistan!covodng. 4. When used in areas outside of the NvHr rew tng wind borne debris protection ftns product compries j ri with;ecHon 1609.1.2 of ft 2010 rBC grid does not require on impact re Wont covering.fib product g meetS miss8e level*W Ond indudes Wind Iono 4 cc defined in ASTM E1996. 5 5. Fort c stud f=ft cord--fion,end=hg of these units shy be the same cs that shown for21c buck masonry caafivaton. 6. Site Condiliwu that deviate from the defaDs of this drawing peGvYe fudherengrrsoedng andysts by o Bcerued engineeror registered orchDect � 7. Ouhwing—figirotlons using eoosicd ovhwing item 431 meet water inIM lion Mclutremenis for-HvFCC �O & hawing—Rg=Uorh and ovtA*g conligureVons using item 818,914 tti5,ff 14,034 cnd Rem 037 do ' not meet ft we-IniDtrotion requkements for the WKrandshag be Wobd only In non-habitobie z areas or W habltablo locotions protected by an overhang or canopy s ch that the ongtD bet~the ^_ � edge of COXIpY Oroverhong to SID is fess than 45 degrees" n r TAKEOFCOfiMIM 4 . '_L i , c OFSCRiPRON SNFFT9 DFSCRIPAON "r` N 1 rypical elevwlons, & W nates 7 vertical arose SWIons f C 40 a v 5 25 08 2 Poor pond deto>k G 0ozinia dotcas Mypoth S ' 3<� a Buck and home 2X buck mowey corulruction A w._ -e rOf•u :.r ;4 N s^° N.T.S. 9 3 Doorpane!dataDs(Fiberpassic 9 Rome anchcqfr1)t buccmasos+ryconskvcttan tNSiMNG 37.75-xs200" +55A -55.0 °"0.0n JK m 4 Door panel deta�(Classic Croft} 10 Components gear ec LFS 5 Door Pond OMMS 1000c Craft Ruskj BID of matetlals 6 Horimrdaf cxoss sectionNW OUTSWING 37.75'x 80.62" +55.0 -55,0 t 975,f o ar 2458'MAX. 3 • 2 • 39 • D.L.O. 47 • 46 36 49 EXTERIOR G1 / HOMOMAL 0 'I CROSS SEC77om- 2 4.IT LDETAIL A-A Egg i)m�lpl I I H. nx D MMOR I—44 4B T hq �INTERIOR -GLASS BE TK CELLULAR —GLASS Cqy GLAZING R EO TAPE IffTEMPERED EXTERIOR L GLASS AIRSPACE g9i JS 5W ANNEALED MASS TDA.MAX 04W PVB 1NMLAYER 39 p°z SAFLEX BY SOLUTIA INTERIOR 0000 2 IMANNEALM DOW M ti OR GLASS 0 o SKA 562 SMOME GLAZM 3s 39 24$6,OPEN SPACER N. _CETARA-A G1 CW�A& MO. • Pond se&�tarcemant 'jCM LFS )VERMAL CROSS SEMOM cftyfo4rc 2 FL-10975.1 L_�_-ET Is 24-W MAX MLO. 39 3 y 2 \1 sIN;NOR 9:* 54 ROT 01 EXTERIORy.aa: 35 0 51 35 46 Gi 1 2 HORaONTAJ.CROSS UCWN T-M 9 DEMIL A-A � 4 Own T IYPJ nK EXTERIOR INTERIOR C57)SQ� GI I-W 4 LU T OW MAX ®R JO—P c; o000 000 51 0 0 39 * PIN X §L2-5/08 M)A N.TSI MA-A_ oft or: JK Ponarcerngrtt Cir.eys LFS 2i title AL CROSS SECTICW. FFL-1097-5.1 c . . ••• • . . ••• . . . . . . . . . . . . ... . . . . ... 24Zr MAX. 39 2 •• • • • • •• • D.Lo. s • ••• .w; .,., e itJTER10R • ;v'�^; 72 ,� • i• i••i• i9 •i• • d SMOR .• . . . • • •• A€ s 46 71 p 1 G1 35 2 5 1 HORIZONTAL CROSS SECTION 3 Q ' 1 I—�-1.49"1 Sf y L DETAIL A-A 6 KK Ctcaattn�stk {iTPJ EXTERIOR INTERIOR w1•rl 1 .?•Yl. Y'h F1ft4w,r�� �'f a r' 75 $ by,�,�+'e '•t did Q 2*DW MAKci •Hi:N' UU r��JJ j��••a�%ti Tp IR O 0O 39 2L86%OPEN j �a IZj�Y AREA MAX. t�'j.er+r'.} >OP RNR p. w�a+ 6125108 vlrAtta-A 72 >t atocxsraE `, `, 75 scvE N.T.S. Panel roaUorcemem 1~ UM er. JK m *M By, US 3 2 MERTICAL CROSS SECTION °P''`°W NO, S 5 x,10975.1 n . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 4 7 7 INTERIOR50 60 L ': '•: •. . •�: ; ': : . pI ;g e • • CW • • ,yA �0 .� 40 70 / 40 Viz°` I 7 47 d EXTERIOR 8LrQ° J `Y E 20 Q c> C E j ' K 7 7 7 16'MB.(TYP) rr Q i • C 5o 60 HORIZONTAL CRQSS SECTION j 2740 70 6 shown w/lx wtrbucic g 40 A �a W INTERIOR INTERIOR L 40 �ryy a �C7 0 Zy4O o . v• X01= �j 4 fx -ll— _ f2 EXTERIOR 7 I� h 8 EXTERIOR w v 9 e � O YJ_ .nl.'•• 9 iz60L L • mow g7O 1 20 ;E a"> 6 II • D 1'-CSMK 0.15 f a • T Ryp,I "p --I {f an- 6125106 4 =*Ab W.T.S. gi 1-illr IN B C T Axa" JK m EMB. �) _I HORIZONTAL CRASS SECTTOAf (21 NOe3JZONFA!CROSS SfCT70N E cm er• tFs >" d t�nHgit(o►ton showA t-1/4`Mltt wnronro eros � G O�npo$oopprc+v9d EMB.CIV4 FL-1tXJ75,S °c 0 . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• r MIN.FROM 1'MIN.FROM • • • • • • —MASONRY EDGE MASONRY EDGE - •i • i • • i • i • •i i • 8� • • • • • • 2-1/7 MW,FROM 2-1/7 MIN.FROM ° ••• ••• ••• ••• ••• _MASONRY EDGE MASONRY EDGE(TYP ° o o D ° • • • • • • • • •• a 50 60 C A C 40 TO ---- 50 60 L T 40 70 49 7 0 y EXTERIOR INTERIOR EXTERIOR 74 38 50 60 we JoR 15 34 ({liERIOR MER)OR a VERTICAL CROSS SECTION 16 v QVERITCAI CROSS SECT.OAI T okocpved 5T'°`�' l mmnw Xsut bu E H INTERIOR EXTER)OR a 'a 50 60 " I EXTERIOR NTERIOR � 32 1 t 2)/2'MIN.FROM! 2-)/2°MM.FROM 3 MASONRY EDGE MASONRY EDGE 31 36 38 (7YP•) Inr.) _ 50 t7G A VrERTICAL CROSS SECIIO)V 40 N v & �s „�•. ,. .. E 7 OuiswTng canRauratlon 'a fr qu'u�o-�ments t�iniQkafiOn _'1� �,,`Ji � ✓ N^ }}m MIN.FROM = MASONRY EDGE—�—MASONRY EDGE 2-1/Z MIN.FROM 2-TPrMIN.FROM (TYP•) -�--MASONRY EDGE—�-�-.- MASONRY EDGE u�tE 6,125108 N. °z ('n')') trfP•30 T.& 2 13 VERTICAL CROSS SECT ON S V/•MCAL CR�OrScShpSEC'TION wro or JK $ genorol n�shest 1 7 5e gotnotos,sheet 7 as sr: LFS >, 4or1iYttl'woterinwagon for*XNji"wai�xin trQftn mcwa:o Hoa � mqubmienlr mqu+a is FL-10975.1 o ci ro •. • •. • . .•. . . . . .•. . • • 000 • • • • 000 0: 000 000 660 4e O77��- • • • • • • • • • , ry • • • • • ••• n h{ P , < G P •. I • • • • ._• to r� b • • •s2°���••...� NHO • •• & •IYP NTSEE • lP.4 � • •• AMB MASONRY rp5` aMASONRY OPENING OPENING aw -� to r � 2X BUCK 2X BUCK ><,U LAM dDEADHOLTDEFAIL SEE NOTE 2 —�-�o 1 SEEN07E2 TYP.Stu 10 h q � 1 $ 0 L s ]0 • 1 )`� t0 BAGS ANCHORING ttWGE JAAlB fRAME ANCHORING S=WJAMBNI r cr N May Zs.buck consttucifon ipNGE 0�A2 0 NOTES: h-ft w m !. t/4^Bee Concrete scaews ancttorfng?x buckrequba a rnfilmurn 1"cfecvonce to mosonq edges.a!-!/.C'mWrnum embedment and o 9 10 mbtimum a^deoranoe to aopacont corureta screws.SubstNuNon of egvw concrete screws from a different sVOW may hove different c edge aWonce and center distance requbemenis.Concrete screw focations of the comers maybe adjusted to malntotn the minimum µ edge ctr m ce to mortarWnts,if Concrete screw iocotions noted as MAX.ON CENTM must be adjusted to mainfoh ttern lnfmum Q edge drstwrco to mortm jolnh addlttonm convato screws moy be required to eruura ttie cmmdmum on centerdlmerWon 7s not 3 exceedod. to 10 N_ o r oaE 6 25 08 e � 2 1/4'lflro cwnerere screws ancrrogng frame onp/ors8!rhe o mhzfmum 2-t/2"cleoronco to masonry edges,a!-t/�d'mLtknum embedment and a minimum X cleoronce to adjacent concrete screws Stibetutlon of egwf concrete scrum from o cotorenl suppfler sME: N.F.S.- may have different edge dstance and center distance requbements. Concrete screw locations of the comers may be adjusted to Da Mr. JK o maintcln the ft*—edge distance to rr-l-jokits.,Y Concrete screw locations noted as MAX.ON CWW must be adjusted to OK M iFS meGftfn the"V*rrwn edge distance to mortor joints.addHioncl Concrete screws may be requbed to en-,m the mmdm on censer as we wa dimension is not exceeded HINGE MAIL FL-!0975,t o Outswk* c d SwClr�OF� to . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... td X40 e- � • • • • • �r� Sp�Y fie R0 tp� P I _ 88 PWA.u 4 - • ••• . • • • ga • • • • • •• • o `o • • • • • • • • •• • • • • • • • a; • V MASONRY TYP.HEAD& °d" 28 OPEiVfNG JAMBS SEE NOTE 1 SEE G _r FRAME -� — NOTE2 .� _ h G ReW 27 r v a 1XBUCK L cmaDUD140LTDk7A@ F SEF NOTE 1 w m I SEE NOTE i TYP.SILL SEE NOTE I H 9 a s 10 g — 70 L � 90 - - 10 SEE NOTE 1 j; L HM%EJAMS FRAAIEANC Mr. SIR!lCEJAA113 i 1 tAaso 1X 0 n+Y buck corxAuctian c !lpdGE DEJ'Alt 'o-iS ftwing NOIL:: tv rll 1p tv 0 I. 1/4"nW concrete screws anchodng frome and/orsxrequtro a mlr&r 2-1/7clemonco tomasorvyedge;,a l-114-- *wm 10 L -W - Ombedment and a mtnknvm 3"olamonce to adjacent concrete screws.Subsf hAon of equoi concrete screws from o o7fforentsupprer N +nay have dlLemnt edge d&tonce and center cWonce requkaments. Concrete screw locations at the comer moy be adjv$tod to H� - • 110 N -C"Cd i the r n8 dmurn edge distance to mortar joinls.!f Concrete screw tocohforrs noted a=-mAX ON C&grar mlatbe adjusted to SEe PJO rrChtakl the mWmum edge distance to mortor jokrn,additional Concrete sarews may be requked to anwre the; ad mum on center dknendon 41 not exceeded xxn N.T.S. om m JK o' 2. 'l""TW CO=etO screws androring/name-ldlOr A mquko o m r';;M=Z-5lT clearance to mmrtry edges,a 1-11-C minimum embedment and a rr**nt n 2-114,ctoamnce to adjacent conCrefe screws unfes ofhawbo noted by cortc eto,=ewmanuracfvrer. DRWM x PftNGEDE7_,A�Cd MW 75.1 Ouhwirtg F!-!08 g 9 PUM-Rm*sWmj%d WA-mWmJ UOI-Il ff 13AD.RY/E[or��ra,ysuoimR•lo��s x-s v[axy epi,ia� 1.55' rZIN tt � I a / r-1.4Y �•+1.49°� I•�-•1.4Y i A rY� jfl� Zn1 7 s las .. .. .. 6666.. 6666.. . . . . 690090 6666.. . . 66666. 06 . 6666 . 0 .... j�-1.S' k.—i.5' � ►.5— � •1 :11 0.40d" c PRODUCT: Pr♦par�d Syt J?JER!!A JjJJ,J �p eunDFNo COIW'lavatrs,9.C. RBERG= GAZED r1m t/{,�yP.a.eo:=vatrfO*FL 34595 `1 $ Fhena Noa 813.559Ai.7 2 2 19 12 UPJ>ATE 70 Y010 FCC JK PART O.Q A5SEM6l.Y; florida Coad of Profaasfonol C+glnaero OMMSE G IC,CRAFT DOOR J!C COdIF01df}1IS Catlfkoee ofAv{ho/tto� sfJ i J6 DATE yndca P.$plbn 4 P., No.47i0y }�'ZOU9 Ft.w.PUiL0lfla CpM1OULTwMTU 1110. . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... OU OFMA------ • • . • .BILL Of MATERIALS AElyl DFSCRdPOON MATEM • A l X BUCK SG r_055 - WOOD 0.50 TiBERGLASS900R PANE.W/Sp1EEL R17NfORCEMEVT BSER CLASSIC FIBERGLASS g $ C MAX 1/4 SHIM SPACE 1 .Q6 6,AIN THK.FIBERGLASS FIBERGLASS 2 &S 2 52 TOP RAIL COMP. a d�" D 114'X 2-3/f PFH ELCO CONCRETE SCREW STEEL 54 HINGO SI1LE LVL/WOQD C�d E MASONRY-3192 PSI MIN.CONCRETE CONFORMING TO ACID 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 COMP.i7 LOEK STRB + • • • • F LYC/WOOD 1/4X13/4'PFHITWCONCRETESCREW G 3/16'X 3-1/4 PFH TIW CONCRETE SCREW B /STEE P�INFORCEMENT CLASSIC CpAn FI STEEL 1 CRAIq H 1/4'x3-11�C'PFH TTW CQNCRE7E SCRE4Y IMUM THK.FIBERGLASS HBERGLASS n � I 1/4X 2-1/4°PFH ITW CONCRETE SCREW STS TO L COMP. J 1/4X33/4PFHTTWCONCRETPSCREW ST� 65 HWGESTR WOOD e 3 K #8X 2-1/Z Prx WOOD SCREW LOSTEEL 65 TOMRAT- Com,. dd STETS. 67 COCK STILE LVL/WOOD i L #10 X OR PFH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT FIBERGLASS 1 EXTERIOR UTE FRAME ALUM 71 CLASSIC CRAFT RUSTIC DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGL Z 2 LITETEFRA LRE FRAME ALUM 72 TOP RAIL COMP. 3 LTFRAME,FILM PVC 75 BOTTOM RAIL COMP. #10 X 1-1l2"PFH SM SCREW SIM 77 HINGE AND LOCK STILE � 7 MEDIUM REACH COMPRESSION WEATHER-M& FOAM WOOD � 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4X C HINGE JN7"THKSTEE. E A STEEL o 10 #10X3/4°PFHWOOD SCREW OINGETQ ld THRESHOLDOl115WMG-SE-FAOJUSf ALU COMP. 15THRESHOLD OUTSWTNG-5-3/d"COMPOSTTESILL,MILL SUBSTRATE ALUM./COMP. t�5 lb THRESHOLD OUTSWITVG-5.3/4COMPOSITESLL STANDARDSUBSIRATE ALUMJCOMP. � 17 PASSAGE LOCK-KWIKSET MODEL 200T-GRADE 2 STS 18 THRESHOLD OUTSWUVG 5314"I}iERMAI.BREAK SILL ALUM./WOOD m 19 HEADER JAMB SG-0.42 WOOD dS SIDE JAMB SG x 0.42 WOOD S � a DEADBOLT PLATE STEEL 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD z 32 DOOR BOTTOM SWIS:P PVC — 33 INSWING ADJUSTABLETHRESHOLD-STANDARD SUBSTRATE ALUM./COMP. 3 34 OUTSWINGTHRESHOLD-5.3/A"HARDWOODSILL STANDARD SUBSTRATE ACUM./WOOD 35 7/16"X 1/TSTAPLE STEEL L"w 36 INSWINGTHRESHOLD-FM STANDARD SUBSTRATE ALUM./COMP. 37 OUTSWING THRESHOLD ALUM./COMP. �_ u 38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALi1MJCOMP. PANE.REINFORCEMENT 0=THK n a a 40 ROC a"� m 44 HINGE STILE WOOD a-z 45 BOTTOM RAIL COMP. yi.. 6/25/ 8 i 46 INSULATINGKIAMCOR LOCK STILE POLYURETHANE N.T.S. ° b7 LVL/WOOD dr' 'RAILorva m 48 TOP COMP. avc er LPS 49 5MOOTHSTAR DOOR SKIN.070"MINIMUM THK FIBERGLASS FIBERGLASSa 5 FL—i0975.? Q°o R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33395 Phone 813.659.9197 Randa Board ol'Professicnai Engineers Cerdilcate of Authorisation No.9813 I Pro uct Sub Category ry ManuacturerCategory Product Name Swinging Therma Tru Corporation Smooth Star,Fiber Classic,Classic Craft&Classic Craft Rustic Doors ExteriorExterior Door 118 Industrial Dr. Fiberglass Glazed Door DoAssemblies Edgerton,OH 43617 Inswing/Outswing Phone 419.298.1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Therma Tru Corporation based on Rule Chapter No.9N-3,Method 1d of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 4• 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck rnasort�consticsUon.i• •••••• 6, Site conditions that deviate from the details of drawing FL-10975.1 require further engineering anatpeis b7 a licepsed on or •a registered architect. • • a 6 000000 7. Outswing configurations using coastal outswing item#31 meet water Infiltration requirements for"HVH;"*•:•• • • • •.•••• g. Inswing configurations and autswing configurations using Item#18,#14,#15,#16,#34 and item 937 d®oto►meet the water infiltrati6n • requirements for the"HVHZ"and shall be Installed only in non-habitable areas or at habitable locationte protected liy As �ierhang ep99a canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. *eggs* 00 6 69:696 9. See drawing FL-10975.1 for size and design pressure limitations. 9 s'6 s' ; '6 6' •s 6.9 s Supporting Documents: •••••• • •6 1. Test Report No. Test Standard Testina Laboratory ' SIA (I bv:see:* 6 e 66 6 s TEL 01460336 A,B,C ASTM 0635-03,ASTM D1929-96, Testing Evaluation LabsV� on F.Schmidt,P.E. ;.•••: ASTM D2843-99 •• • 0000 • • TEL 01460339 A,B,C ASTM D635-03,ASTM D1929-96, Testing Evaluation Labs Lyndon F.gq%dt,P.E. ASTM D2843-99 TEL 01460030 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Wendell W.Haney,P.E. STTS00001 ASTM G26-95 Sub-Tropical Testing Lon Hicks,VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E.Fitch,P.E. ATI 67508.01-106-18 ASTM D1929-96(2000)e1 Architectural Testing,inc. Joseph A.Reed,P.E. 2. Miami-Dade NOA Materials 08-0206.01 Saftex Interlayer by Solutia 3. Drawing No. Prepared by Signed&Sealed b}( No.FL-10975.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prenared by Signed&Se la ed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quaff Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Therma Tru Corporation Is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and /� _ Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 PF 1390 Sheet 1 of 1 2/28/2012