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RC-11-412Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Address: 3 tit° City: 211 11.5 State: Permit No. Master Permit No. rk-A al4r/ tt i 0 `Lu11 t1 -4 12 -75Y- 7o Zip: / Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 544 City: Miami Shores Folio/Parcel #: / J 3 6 —c i "7- / 2 7 Z� Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: J'/ (9s' /4" C■ee 4 % C� Phone #: 3dS-e09 00C Address: 75) Al?" P 8)20-0.---e. / City: �/r^ 5 4t, e & s. State: /—/f27 �1'� Zip: .--S1 3 0 Qualifier Name: )V-IfF/ /FaVde/0 cu-z Phone #: State Certification or Registration #: ea- e - is /%s a' "Certificate of Competency #: J Contact Phone #: 3 S-- .3 5 AO [yam ao S"Email Address: 6e'e:2 /,.3ewemv34 - 6 0e, e ez r DESIGNER: Architect/Engineer: S70 t Q 6.e xa. t{ / C r i; e_t- Phone #: 3c - fl -6/7 7 &jo0 N ` 11 ij 11-.. (6 1 Sc' vl.¢. 014 Value of Work for this Permit: $ / 3j V' & Square/Linear Footage of Work: 02 S Type of Work: OAddition ❑Alteration ONew ,Repair/Replace ODemolition A 7 1429 a d 1,1.4W % eci/ /s _7 f Description of Work: ************* ***** ********* *** **j�x******* Fefessm- x��**** �x* �xx��x�x *u��u�x�x *�x+x+xx: *+x�x� *** *+x ****+xx��:+xa�a:*** Submittal Fee $ Permit Fee $ 1-40-02) O CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Ling 4 4O Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature L.Lcul=TG/ Owner or Agent Signature The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 44 day of , 201 i , by ��.a 3'( �7 gay of +100.--e , 20 l( 64132.1C , by 1. alDeKAAZ who is personally known to me or who has produced �'�- ®� who is personally known to me or who has produced C:1---"k As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 1111111! /to/ / / / /// 9‘" ' ® ° 9.. co NOTARY PUBLI : Sign: Print: My Commission Expires: .� * * * * * * * * * * * * * * * ** * * * * ******** ** n ?X15't ax * *** x** ** *** ** *** * * * * ** x**** ******** *** * *** ** *** **** *Wo liii ` mfel* *\�� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) ria-664 Permit No: 11-412 Job Name: April 19, 2011 Miami Shores Village Building Department Building Critique Sheet 2nd 1) Provide a licensed and insured contractor forthis work. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 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. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department RECEIPT PERMIT #: 11 912- DATE: 3 rl 40Q, os� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ( e,c) VeContractor ❑ wner ❑ Architect Picked up 2 sets of plans and (other) 71�C°''`�� Address: CiCg.3 LA ANK- 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 ►e.artment to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 4 PERMIT CLERK INITIAL: 03/14/2011 16:26 FAX 1 800 685 7530 Permit No: 11-412 Job Name: March 14, 2011 DATA SCAN FIELD SERVICES W001/003 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Provide a licensed and insured contractor forthis work. Corrections for electrical must be completed. Provide wind load design criteria on plans. ASCE-7-05 146 MPH Exp C Provide energy calculations. 6Zi'se.4-lea, Nrwrc s- A -4-) Provide detail for roof sheathing. 1.1c7,7 egi.00 i , des W Provide a detail for the window and door buck. Provide product approvals for the window and doorthat has been signed reviewed and approved by the designer of record.% /. 11°6 %-4 i A 12 Provide a roofing permit and application. Plan review is not complete, when all items above are corrected, we will doa 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. Norman Bruhn CBO 305- 795 -2204 (s () tDfSWSS"up e ) 6 I I INIA Ls 1, 1) 'e5- cg8' 77 03/14/2011 16:26 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES I j003/003 • obi r� 9.C\ 15r_el-., Miami Shores Village Building Department 1T� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name /4-'', 011,e, /5 ", . .�J, c »z, i (cAP G- CRITIQUE SHEET c do , a erP, ' 'C e.7r oel 10:0 — ," %x11 Y's g // 0(4.0 e eq. 4Ier 9p oorbei @ i7i b pit. vii f %� -2- Clow - e ocv 600- Gc,c7s X - 7 s.��ytvi i?J oV� c�GG 17-00,45 ''mil CA-05 e-7ea, VD g ifo 514064 Gfl - Inovun.4e WOA 'r' p4), 61 )1 oft 016 : NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. i \C- J, 912- TAX FOLIO NO.11- 326'b_ STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111111111111111111111 CFN 2011R0297464 OR Bk 27679 Ps 3748; (fps) RECORDED i05/06/2l i11 12 :40 :10 HARVEY RUV'IW, CLERK OF COURT MIAMI-DADE C:OUNTYr FLORIDA LAST PAGE (7- ) zc1c) STATE OF FLORIDA, COUNTY OF DADE I HEREBY CER1FY thst this is arua copy of the uriginai �/ in th4 & r,. r -, day of AD20, 1 Wi E$S rely hid sod Seal THE UNDERSIGNED hereby gives notice that improvements will be made t v {,1� CLrmR n and Cooly Courts property, and in accordance with Chapter 713, Florida Statutes, the following nformation / '' ♦/' D.C. is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal descripti n of property and street/address: Lc'+ 1 ;t14 BLKEaF Miami f rAip TEAS-i4 . Description of improvement: 3. Owner(s) name and address: Interest in property: C^ 1,1:110 f Name and address of fee simple titleholder 4. C ptractor's name, address and phone number. Pp3 Cd': S' /7a e- Ivor"' Ce2•e '006,5 ° • %SC? A/6 96�r � ` , /'1' Ji. s+f / S 2 o, -s / - / /,1/o 3S /38 �'�GS 369- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, p� Name, address and phone number. �- V� 1'X-3f' 7la tTi) Prick- 14-etr+ «t' C? N e SCr44pce 137 i-k, 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER Al- 1 ER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ? if< e(ef..4 S'f l Signature(s) of ner(s or Owner(s)' Authorize Officer/Directdr/P er/Manager M1 1 �'� t 1. Prepared By ' 21;x' e �} ►'l�tl' I<D1407�- 2t - , �h?i!d 11G8.eared By 1,15 - Ctey )fl r gow i.tz -- PrintName rif�P {�),�l�k'i)z- Pri Name Title /Office I Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The By ❑ Individually, or ❑ Personally known, or • egoin nstru a owl Y ed before me this 4 day of 170 ti.7i'1L►ir for produced the following type of identifi Signature of Notary Public: Print Name: (SEAL) VAWjairaiffliiirAMO .�iM 11111litalv• VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, l declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. • zo!) NOTAIry ,,< "" , Claudia ? iibiilo5 =commission on * 1. 717923 Ir,>`-gires; S :P. 23, 2011 BOND= ti &La= Hh7 wino. Signature ) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner /Manager who signed above: 7 By ce l G� t�lr"> J, 123.01.52 PAGE 9 3/10 �Y By 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9923 NE 4 Avenue Road Miami Shores, FL 1132060171290 Block: Lot: ARNOLD MARKOWITZ Owner information Address Phone Cell BEVERLY MARKOWITZ 9923 NE 4 AVE RD MIAMI SHORES FL 33138 -2439 Contractor(s) PP3 CONSTRUCTION CORP Phone CeII Phone (305)757 -5129 (305)389 -0065 Valuation: Total Sq Feet: $ 13,400.00 250 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REPLACE WOOD WALL W /MASON Stories: 1 Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Retum : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $8.40 $6.03 $6.03 $2.80 $5.00 $402.00 $18.00 $11.20 $459.46 Pay Date Pay Type Invoice # RC- 3- 11-40311 03/08/2011 Credit Card 05/04/2011 Credit Card , Amt Paid Amt Due $ 50.00 $ 409.46 $ 409.46 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Shutter Final Window Door Attachment Tie Beam Slab Termite Letter Framing Insulation Drywall Screw Shutter Attachment Window and Door Buck Ceiling Grid Fill Cells Columns Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 04, 2011 Date May 04, 2011 1 11 -16 -2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 01/16/2011 EXPIRATION DATE: 01/15/2013 RODRIGUEZ GABRIEL 263328692 BUSINESS NAME AND ADDRESS: PP3 CONSTRUCTION CORP 750 NE 96TH STREET MIAMI FL 33138 SCOPES OF BUSINESS OR TRADE: 1- GENERAL CONSTRUCTION 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13). F.S., Notices of election to he exempt and certificates of election to be exempt shall be subject to revocation 0, at any time after the tiling of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 01/16/2011 EXPIRATION DATE: 01/15/2013 PERSON: GABRIEL RODRIGUEZ FEIN: 263328692 BUSINESS NAME AND ADDRESS: PP3 CONSTRUCTION CORP 750 NE 96TH STREET MIAMI, FL 33138 SCOPE OF BUSINESS OR TRADE 1- GENERAL CONSTRUCTION 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this Section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 RODRIGUEZ, GABRIEL PP3 CONSTRUCTION CORP 750 NE 96TH ST MIAMI FL 33138 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myflorldalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487 -1395 3. BATCH NUMBER 11111Alifil-DADE COUNTY TAX COLLECTOR 140 W. FLAGLER. ST. le FLOOR MIAMI, FL 33130 2010 LOCAL BUSINESS TAX RECEIPT 2011 FIRST-CLASS PdbANII-DAI3E COUNTY -STATE OF FLORIDA U.S. POSTAGE EXPIRESSEPLOkMn1 PAID 911/91- BE DISPLAYED AT PLACE OF DuulNED., MIAMI, FL PURSUANT TO COUNTY CODE CHAPTER SA - ART. 9 & 10 PERMIT NO- 231 THIS IS NOT A BILL —00 NOT PAY 636845-0 RENEWAL BUSINESS NAME! 1.0cA110n. RECEIPT NO. 663597-4 PP3 CONSTRUCTION CORP STATES CGC1514509 750 fiE 96 ST 33138 MIANI SHORES OWNER PP3 CONSTRICTION CORP Sec. Type of Business WORKERIS _ 6A GEIIERAL BIJII.DING CONTRACTOR 1 T}IIS r t=m.. BUSINESS TAX RECEIPT. if DOES NOT PETIANT TTIE HOLDER ID VIOLATE ANY E/USTIINIG REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES, NOR DOES rr EXEMPT THE HOLDER FROM ANY OTTIEFI PERMIT OR LICENSE REQUIRED BY LAW. THIS M NOT A t•mtiOICATIOt4 OF TtIE HOLDER'S tiartiEur RECEIVED COUNTY TAX COLLECTOR: 08/16/2010 09010006001 000045.00 SEE OTHER SIDE DO NOT FORWARD PP3 CONSTRUCTION CORP GABRIEL RODRIGUEZ PRES 750 NE 96 ST MIAMI SHORES FL 33138 hahull..Bullanhuhhhh.hlihmladhAn ACORD,. CERTIFICATE OF LIABILITY INSURANCE PRODUCER IMPACT INSURANCE SERVICES LLC 18064 SW 33 Court Miramar, FL 33029 (954)885 -3884 INSURED PP3 CONSTRUCTION CORP 750 NE 96TH STREET MIAMI SHORES, FL 33138 (3051389 -0065 DATE (MMIDD/YYYY) 10/17/2010 THIS CERTIFICATE IS ISSUEDAS 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 POUCIES BELOW. INSURERSAFFORDING COVERAGE NAM* INSURER k UNITED SPECIALTY INSURANCE CO. INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES THE POUCIES OF INSURANCE LISTED BELOWHAVE 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDRIONS OF SUCH POLICIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR VAX INSRO TYPE OF INSURANCE - - POLICY NUMBER POUCY EFFECTIVE DATE (MMIDD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A GENERAL UABIUTY COMMERCIAL GENERAL UABILITY NS1207485 10/8 /2010 10/8/2011 EACH OCCURRENCE $ 1,000,000 $ 100 , 000 X uAMAGt TO RtNI Eu PREMISES (Ea ocpsence) ICLAIMS MADE I X I OCCUR MED EXP (Any onoperson) $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 GEML AGGREGATE UMIT APPUESPER: PRODUCTS - COMP/OP AGG $ 1,000,000 X I POLICY U PS* • LOC AUTOMOBILE LIABILITY ANYAUTO ALLOWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE OMIT (Ea accident BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE UABIUTY AUTO ONLY - EAACGDENT $ —1 ANYAUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ MESS/UMBRELLA UABIUTY EACH OCCURRENCE $ AOCCUR EJ CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ 1 RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/F.XECUTIVE OFFICER/REAMER EXCLUDED? Ifyes, describe under SPECIAL PROVISIONS below I TORY FYI EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE- POUCY OMIT $ OTHER DESCRIPTION OF OPERATIONS /LOCATIONS/ VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2ND AVENUE MIAMI SHORES , FL 33138 ATTN: VIVIANA CUBILLOS I SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATNES. AUTHORIZED REP A 00. ACORD25 (2001108) © ACORD CORPORATION 1 MIAMI S L CAL USI PP3 CONSTRUCTION CORP. 750 N.E. 96TH STREET ES VILLAGE ES TAX RECEIPT MIAMI SHORES, FL 33138 THIS CERTIFIES THAT PP3 CONSTRUCTION Certificate No. Issue Date Expiration Account Number has paid the Business Tax to the Village Clerk's Miami Shores Village. 4 Type Description 0000004660 08/16/2010 09/30/2011 07359 Office of _._:LOCAL- BUSINES TAX-RECEIPT Address: 750 NE 96TH STREET t. Fee: 1.26.63 This Business Tax Receipt must be displaed in a conspicuous place. A penalty is imposed for failure to keep this Receipt exhibited at your place of business. Miami Shores Vill.;e, Florida Date Issued i• ,_ * By: This Business T Receipt is not transfers Approval of the Village Clerk. le wit •ut the -.7.- _ RECEIPT --- Steve Bernard Architect AR0013611 860 NE 115 Street Biscayne Park, FL 33161 305 - 588 -6177 Steve@SteveBernardArchitect.com June 3, 2011 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 -2304 Re: Wall Repair Markowitz Residence 9923 NE 4th Avenue Road Miami Shores, FL Permit # /1 _ 47/02_ To Whom It May Concern: Regarding the substitution of the roof joist uplift straps shown in the permit plans, I accept the change from USP Model #ST22 (FL 822.74) to both Simpson Strong Tie Model #MTSM 20 (FL 11473.2) and Nu -Vue Industries Model #NVRT20 (FL 599 -R4). Installation includes the required number (as per Product Approval) of nails into the wood joists and tapcon screws into the concrete tie beam, and is approved by means of this letter. In addition, due to existing conditions uncovered during construction, the substitution of the new PT 2x8 wood plate anchored into the new tie beam with a new 4x4 PT wood plate, anchored into the new tie beam and set into the existing roof joist notches is also approved. Finally, due to existing conditions previously unknown until demolition, the installation of a 3x6x1 /4" steel tube beam with plates and studs (see attached sketch SK -1) is approved by means of this letter. In my professional opinion, the above changes to the approved permit plans conform to the intent of the plans, I have observed the installation to date, and I approve both the revisions and installations. Sincerely,_ Steve Bernard, R.A. 1i 5C'/ DETAIL - STEEL HEADER ABOVE DOOR 3'- 3.1/2" CLEAR 0 1.1/2 °X9 °X1 /4° PLATE 1/4" WELDS (T1'1=) 3 "Xe, "X1 /4° STEEL TUBE A5OVE DOOR (2) 1/2 °Xeo" STUDS (EMBED IN NEW CONCRETE COL /5E4M) FRONT ELEVATION NOT TO SCALE SIDE ELEVATION NOT TO SCALE 1.1/2 °X9 °X1/4" PLATE 3 "X6 11X1 /4° STEEL TU5E (3E''i'OND) (2) 1/2"X&" STUDS STEVE BERNARD, ARCHITECT SK -1, 6/3/11 .36 f/ Vipin N. Tolat, P.E. 15123 Lantern Creek Lane, I louston, TX. 77068 281-444-9183 Fax: 281-444-9184 vtolatixesbcglobal.net October 25th, 2008 Jaime Cascon, Chief, Product Control Division, BCCO, 140 W. Flagler Street, Suite 1107, Maimi, FL. 33130 Re: Florida State Product Approval FL 599-R4 for NuVue Industries, Miami-Dade NOA # 08-0326.11 Dear Jaime, Please be advised that the wood connectors covered by NOA #08-0326.11 complies with 111C 2007 and NDS 2005 to the hest of my knowledge and belief. Note # 2 on the drawing NU-2. sheet I of 4 olthe NOA will be changed to comply with FBC 2007 and NDS 2005 when the NOA is renewed and revised in the future. In the mean time, this letter will be uploaded into the application Fi. 599-R4 to satisfy' the FBC requirement per your advice. Thank you for your help. Please make sure that you revalidate the application after the letter has been uploaded. I am the designing engineer km this product and have no financial interest in the manufacturer. Sincerely Yours, 7 ----- Vipin N. Tolat, P,F. FL. Reg. # 12847 CC: 'led Berman Rosy Guartlado, NuVue Vnt/nuvucn6 01 DETAIL - STEEL HEADER ABOVE DOOR 1.1/2 "X9 "X1 /4" PLATE 1/4" WELDS (TYP) 3 "X & "X1 /4" STEEL TUBE AE5OVE DOOR (2) 1 /2 "X &" STUDS (E1" 1SED IN NELU CONCRET C 7 3EA1" 1) FRONT ELEVATION NOT TO SCALE SIDE ELEVATION NOT TO SCALE 1.1/2 "X9 "X1 /4" PLATE 3 "X& "X1 /4" STEEL TUEE ( EYOND ) (2) 1/2"X&" STUDS STEVE BERNARD, ARCHITECT SK-1, 6/3/11 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 www.miamidade.gov/buildingcode Nu-Vue Industries, Inc. 1053-1059 East 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami-Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU-2, sheets 1 rt7orrig 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", datcd 02/13/03, with last revision on 07/19/06, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the 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 renews NOA # 05-0701.04 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. APPROVED NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Page 1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", dated 02/13/03 with last revision on 07/19 /06, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin. N. Tolat, P.E. "Submitted under NOA No. 05- 0701.04" B. TEST Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Report No. Wood Connector Direction Date 1. PT 02 -4073 NVTA Upward 11 /06/02 2. PT 02 -4075 NVTA Upward 11/07/02 3. PT 02 -4074 NVTA Upward 11/06/02 4. PT 02 -3938 NVTA Upward 08/06/02 5. PT 03 -4177 NVRT36 Upward 02/03/03 6. PT 03 -4202 NVRT36 -T Upward 02/19/03 7. PT 03 -4271 NVRT36 -T Upward 03/27/03 8. PT 03 -4270 NVRT24 -T Upward 03/27/03 9. PT 02 -4095 NVUH26 Up & Downward 01/17/03 10. PT 02 -4096 NVBH24 Up &Downward 12/03/02 11. 31- 22456.0002 NVTA & NVTAS Lateral 07/06/02 12. PT 04 -4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04 -5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS Report of Design Product Model 1. NVBM24 2. 3. NVTA & NVTAS 4. NVTA & NVTAS 5. NVRT Capacities prepared by V. No. of Pages 7 through 8 9 through 14 1 through 6 1 through 14 15 through 15 "Submitted under NOA No. 04-1202.01" N. Tolat, P.E. Date 05/05/03 05/05/03 05/05/03 02/06/03 07/07/03 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Signature V. N. Tolat, P.E V. N. Tolat, P.E. V. N. Tolat, P.E. V. N. Tolat, P.E. V. N. Tolat, P.E. U rlos M. tr era, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB1VITITED EMA 1 ERIAL CERflli 'CATIONS E. STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/03 signed and sealed by V. N. Tolat, P.E. "Submitted under NOA No. 04-1202.01" 2. Letter to Nu-Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C. F. Font, P.E. "Submitted wider NOA No. 04-1202.01" G. OTHER 1. Notice of Acceptance No. 08-0326.11, issued to Nu-Vue Industries, Inc., approved on 09/14/06 and expiring on 08/21/08. 9 Carlos M. Utrera, P.E. Product Control Examiner NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22,2008 E - 2 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length (In) Product Coda Gouge seat Gauge strop 16 NVTA -16 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 218 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 28 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 226 20 14 .38 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 No of Fasteners each strap lCd Maximum Allowable Load (Ibe) Uplift Single Strap Uplift Double% N A LI Single & Double Strops L2 Single & Double Straps 5 757 1514 250 500 8 805 1610 250 500 7 854 1708 250 500 B 902 '1504 250 500 9 951 1902 250 500 10 999 1998 250 500 11 1048 *2098 250 500 12 1096 '2192 250 500 13 1145 *2290 260 500 14 1193 42290 250 500 *Noble For 8 or more nails per strap, use double truss for double straps. General Noise 1. Steel shall conform to AS11d A863, structural grade 33 (Min. yield 33 kel) and a minimum gdvanlxed coating of G 80 per ASTM A529. 2. Allowable loads are tweed an National Dewing epecMiaatlone (NM) for wood construction, 2001 Edition and Florida Building Code 2004. 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Nall volume are tweed on ND8 table 11P, 0-0.55 for common wire nags and have been reduced for Penetration Depth factor CO. 5. Allowable loads for wind uplift have already been increased by a duration factor of 1.6 for anchor nags, 3315 steel stream increase le not used in the tabulated values. 8. Allowable loads for more than one direction for a single connection cannot be added together. A dealgn load which can be divided into components in the dtrectiona gfven must be b� evaluated as fdlowe: A(I�u dslo uau( + JagUli + 401643 <- 1.0 7. Allowable loads ore based on 1r thick wood members unless otherwise noted. 8. All tie beams and grouted concrete masonry shall comply with chapters 19 and 21 of 2004 FBC. Concrete for tie beams and grout and mortar far concrete masonry ehoN be a min. of 2500 psi. Concrete masonry ehd1 comply with ASTM c9o. 9. All teats have been conducted In occardance with ASTM 0 -1761. Truss Anchors NVTA RI TAflLE 2 H Length (in) Product Code Gauge seat Gauge strap 16 NVTA -18 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 216 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 26 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 226 20 14 36 NVTA -38 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 Perpendicular to wall �L2 No. of Fasteners oath strap 10d x 1.5" Maximum Allowable Load (Iba) UpliftUpIift Single Strap Double NM 1.1 Single & Double& Straps L2 Single Double Straps 5 1032 2236 250 500 8 1127 2254 388 565 7 1136 2272 520 630 8 1144 '2288 520 630 9 1153 *2306 520 630 10 1161 '2322 520 830 11 1170 *2340 520 830 12 1178 '2358 520 630 13 1187 *2374 520 830 "Note: For 8 or more nobs per strap, use double truss for double straps. PROBUCTREVISED amrprgrab adds Reinforcements Required Parallel to wall V1PIN N. TOLAT, PE (CIVIL) FL REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 Concrete Tie Beam or 11e Beam formed with concrete filled Holes Die. 11,° mason CT _, NVTA, NVTAS u — Vu e Industries, Inc,. 1053 -1059 Eclat 29 Street Hlaleah, Florida 33013 PHONE: (305) 694 -0397 FAX: (305) 694 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG: NU -2 Sheat 1 of 4 Date: FEB, 13, 2003 Revisions: July 7, 2003 June 15, 2005 Jan. 10, 2006 July 19, 2005 TABLE 5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gauge 12 NVRT -12 14 16 NVRT -15 14 18 NvRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 16d Fasteners Maximum Up ift Load (Ibs) TOTAL men,°g,V• Flat Ties Twisted Ties 8 4 725 724 10 5 881 860 12 6 998 996 14 7 1133 1132 Notes: 1, Specify "f' for Flat and T for Twisted when ordering. 2, Fastener values are based on o minimum 13" thick wood members, 3, • Indicates no. of nails in each connected wood member. 4. see General Notes, sheet 1. LENGTH HALF Connected to truss HALF Connected to wall LENGTH UPLIFT E 21. Reinforcement required TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams Length (in) Product Code Gauge 12 NVRT -12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 Notes: or Concrete Filled Masonr No. of 16d nails to Wood Framing No, of " diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 5 7 we 6 8 991 7 9 1125 PRODUCT ssi=fitthe nor* maps/cob t : °3" i" 1. ITV/ tapaons shall be embedded a minimum of 14" Into concrete tkbeam or tiebearn formed with concrete filled masonry. ITV/ tcpcons shall have a min. edge distance of 21" and minimum spacing of 11" as shown. 2. See General Notes, sheet 1. 3. All topcons must be In the same row space at 1)Q" on centers. Oa not use holes in the opposite row. Strap must be long enough to accommodate required tapcone, Min. edge distance Ile Beam formed with concrete filled masanary or concrete tie beam VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 16123 LANTERN CREEK LANE HOUSTON, TX 77068 NVRT Anchor Holes dio. " Do not Use circled holes 16d } "Tapcone u ` Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florido 33013 PHONE: (305) 694 -0397 FAX: (305) 894 -0398 NVRT FLAT AND TWISTED RAFTER TIES DWG ft: NU -2 Sheet: Dote: Revisions:July 7, 2003 June 15, 2005 3 of 4 FEB. 2003 .an. 10. 200FEB. 1 July 19, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 161111 Permit Number: RC- 3- 11-412 Scheduled Inspection Date: July 11, 2011 Permit Type: Residential Construction Inspection Type: Final Owner: MARKOWITZ, BEVERLY Work Classification: Alteration Job Address: 9923 NE 4 Avenue Road Miami Shores, FL Inspector: Bruhn, Norman Project <NONE> Contractor: PP3 CONSTRUCTION CORP Phone Number Parcel Number 1132060171290 Phone: (305)757 -5129 Building Department Comments Replace existing wall with masonry 5/04/2011 - PENDING NOC Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments C -� July 08, 2011 For Inspections please call: (305)762 -4949 Page 15 of 32 Steve Bernard Architect AR0013611 860 NE 115 Street Biscayne Park, FL 33161 305 - 588 -6177 Steve@SteveBernardArchitect.com June 30, 2011 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 -2304 Re: Wall Repair Markowitz Residence 9923 NE 4th Avenue Road Miami Shores, FL Permit # To Whom It May Concem: �'� JUL 1 1 2011 '- Regarding the repair of the wood beam that runs perpendicular to the permitted repaired wall, the Contractor has cut short the damaged portion of wood, and installed a new 4x4 pt wood post (directly under the last roof joist) in the same manner as other existing posts along the edge of the covered patio. The connections for this new post are as follows: At the bottom, there's a Simpson StrongTie metal bracket, model #BC40, secured into the concrete foundation with 4 6" 1/4" Tapcons, and into the 4x4 pt wood post with 6 16d nails. At the top, there's a Simpson StrongTie metal bracket, model #BC4, secured into the beam and post with 12 16d nails. Wood trim has been installed at the bottom to protect the metal connector, and the top bracket will be finished with an exterior grade paint. In my professional opinion, the above changes to the approved permit plans are acceptable due to existing conditions, I have observed the installation, and I approve both the design and installation. Steve Bemard, R.A. OAAM. UAW ber,a, ro ma i Miami Shores Village obs1 covy2Acturt. LK, Building Department j te a. 10050 N.E.2nd Avenue, Miami Shores, Florida 3313 Tel: (305) 795.2204 Fax: (305) 756.8972 3 INSPECTION'S PHONE NUMBER: (305) 762.4949 t.N Permit N .°( ,` BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: `tt 3 NE Li/ Av1httwe__, City: Nei nea 544705. State: Tenant/Lessee Name: Email:V{�G,11� Ai'. JOB ADDRESS: Via ?, 4 jud2Lt u2 2 Master Permit No. 3GS -154• 7034 Phone #: 30.5- 54z. -2.2411 FL obi+ Zip: 33138 County: City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes Miami Dade Zip: 63/31 Flood Zone:ND -N /''R/ ho heA.4.) 5 F b2tr, od CONTRACTOR: Company Name:3& e!... % Likes" tr. . Phone #: os• 72S-8802- Address: 2 34 / N6 (-1 - •S-1°. City: 1-4\3141(-6145a_ PD,k±I- State: 'ifL / � Zip: 3306)4 �'� 35, °gas ` a8Oa Qualifier Name: ��tZtS.t�.. PIet4Co�to5S1 � -% � ` . �, ��, % Phone #: State Certification or Registration #: C8 C. 13 i 96 Ce rc e of Competency #: Contact Phone #: ` %%� t3a'L Email Address: )IL4W S 1C WL411.. C0� Phone #: 305- 588 - 6177 DESIGNER: Architect/Engineer: to Y. r4 Value of Work for this Permit: $ Square/Linear Footage of Work: -,0 . 3 0 V `✓titer Type of Work: []Address Description of Work: OAlteration ❑New kr°Repair/Replace ❑Demolition Pik +1. ' >7_'r`' L.,1 ,. r . "'" 'A !.t (1 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: i1 * * * * ** * * * * ** *** * ** * * * ** *:r***** * * * ** * ** Fees********* * * * * * * * * * * * * * * * **r *x * ** * ** * ** ** * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) PF (Y\ Drr 5/2- Jn !' M Mortgage Lender's Address f l I! Pala /15 PQ rfc ay - cyr City C-oc,u In. S State 0 -H / Zip 1-13240 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 rl?caopded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the buil1ing‘permit is issued. In the absence of such posted notice, the inspection will not e approved and a reinspection•fee will be charged`; • Signature l'< Owner or Agent Signature . retractor The foregoing instrument was acknowledged before me this 6 The foregoing instrument cknowledged before me this day ofl�`�t. ` " , 20 C (, by (Li) rt 4QJ„ ow III day of " , 20 (! by Nt 4u' 1 ira C4 O)5 ■ who is personally known to me or who has produced -L.. who is personally known to me or who has produced () As identification and who did to e ��lew k � �* �� identification and who did take a��da'i%. Afle 1TBLIC• :''° E�:' .. Sign: L % ' / Sign: 04. �d.®�� ,`� Print: r„ C �'4 p Print: % ®° ��p �''a� . �i\ <1' '. 6,944 �:l i t l l ll \‘ APPROVED BY Plans Examiner Zoning NOTARY PUBLIC: My Commission Expires: My Commission Expires: Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) 03/14/2011 16:26 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 1 1001 * ** TX REPORT $$$ TRANSMISSION OK TX /R% NO 1157 RECIPIENT ADDRESS 919549337246 DESTINATION ID ST. TIME 03/14 16:25 TIME USE 00'43 PAGES SENT 3 RESULT OK )\v-\\‘‘NN Permit No: 11-412 Job Name: March 14, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide a licensed and insured contractor for this work. Corrections for electrical must be completed. ) Provide wind load design criteria on plans. ASCE-7 -05 146 MPH Exp C 4) Provide energy calculations. 4) Provide detail for roof sheathing. ) Provide a detail for the window and door buck. 7) Provide product approvals for the window and doorthat has been signed reviewed and approved by the designer of record. 8) Provide a roofing permit and application. Plan review is not complete, when all items above are corrected, we will doa 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. Norman Bruhn CBO 305- 795 -2204 Far q — Permit No: 11-412 Job Name: March 14, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet Page 1 of 1 1) Provide a licensed and insured contractor for this work. 2) Corrections for electrical must be completed. 3) Provide wind Toad design criteria on plans. ASCE -7 -05 146 MPH Exp C 4) Provide energy calculations. 5) Provide detail for roof sheathing. 6) Provide a detail for the window and door buck. 7) Provide product approvals for the window and doorthat has been signed reviewed and approved by the designer of record. _ 8) Provide a roofing permit and application. Plan review is not complete, when all items above are corrected, we will doa 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. Norman Bruhn CBO 305 - 795 -2204 Fak:q -�3a �a4� DATE BATCH NUMBER SEE OTHER SIDE DO NOT FORWARD REECE BUILDERS INC MAURICE PIERGROSSI PRES 2341 NE 47 S' LIGHT HOUSE PT FL 33064 i►ah►►rr►n► ►„ii,►►L„ n„►L►,»,►ti,ti►,►a„ wtau ACORD., CERTIFICATE OF LIABILITY INSURANCE CERTIFICATE NO. / DATE AC11- 11500340- 961853 3/23/2011 11:31:35AM PRODUCER Highpoint Risk Services LLC 14160 Dallas Parkway #500 Dallas, TX 75254 (800) 632 -5096 (972) 715 -0959 Fax: (972) 404 -4450 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 Al TFR THE COVERAGE AFFORDED BY THE POI ICIFS BELOW INSURERS AFFORDING COVERAGE INSURED: AMS 1 /c /f: REECE BUILDERS, INC. 2341 NE 47TH ST LIGHTHOUSE POINT, FL 33064 (305) 725 -8802 Fax: (954) 933 -7246 INSURERA: Companion Property and Casualty Insurance C INSURER B: INSURER C: INSURER D: INSURER E: THE POUCIES 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE OATF =inn/y) POLICY EXPIRATION fATFimminnM 1 LIMITS NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL A GENERALLIABIUTY X COMMERCIAL GENERAL LIABILITY FLG3085333 03/17/2011 03/17/2012 EACHOCCURRENCE $ 1000000 FIRE DAMAGE (My One Fire) $ 100000 MIAMI SHORES, EL 33138 CLAIMS MADE y, OCCUR MED EXP (Any one person) $ 5000 PERSONAL &ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE UNLIT APPLIES PER: X I POUCY n !AS;-* fl LOC PRODUCTS - COMP /OP AGG $ 2000000 AUTOMOBILE — — — LIABILITY ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS — LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ — DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY WC362727400 04/01/2011 04/01/2012 WCST7ATU- H- FR X T(CH ACCIDENT E.L. EACH ACCIDENT $ 1000000 EL. DISEASE - EAEMPLOYEE $ 1000000 E.L. DISEASE - POUCY UMAT $ 1000000 OTHER LIMITS $ LIMITS $ UCbt.KO 1 IUN U1 UIt1IAI IUN.I/LUI.AI IUNaiVCNWLtwaA(.LUaIVNb AUUaU an CNUUItbtAta 1. This certificate remains in effect, provided the client's ACoverage is not provided for any employee for which the INSURED'SoCOVERAGE APPLIESIONLYSTOfTHE EMPLOYEESoPRINTEDBONLTTHES AVAILABLE UPON REQUEST BY CALLING (800) 728 -0623. 3. Employers liability as a co-employer under the policy ***PLEASE SEE ATTACHED EMPLOYEE ROSTER. * ** 7bYt.IAL YKUVIbRJN`.i account is in good standing with AMS. client is not reporting wages to AMS. /ATTACHEDeROSTER. 1N UPDATED ROSTER IS Insured is afforded Workers Compensation & for employees leased from AMS. CERTIFICATE HOLDER 1 I ADDITIONAL INSURED; INSURER LETTER: CANCELLATION ACORD 25-S (7/97) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL VILLAGE MIAMI SF: IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 207 795-2207 (305) P: {305) 795 -2207 F: (305) P: 756 -8972 BUILDING DEPARTMENT REPRESENTATIVES. 10050 NE 2ND AVE AUTHORIZED REPRESENTATIVE g _ MIAMI SHORES, EL 33138 ,_� ACORD 25-S (7/97) ACORQ„ CERTIFICATE OF LIABILITY INSURANCE CERTIFICATE NO. / DATE AC11- 11507343- 908117 2/24/2011 0:37:28AM PRODUCER Highpoint Risk Services LLC 14160 Dallas Parkway #500 Dallas, TX 75254 (800) 632 -5096 (972) 715 -0959 Fax: (972) 404 -4450 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 Al TER THE COVERAGE AFFORDED BY THE POLICIES BFI OW. INSURERS AFFORDING COVERAGE INSURED: AMS 1 /c /f: REECE BUILDERS, INC. 2341 NE 47TH ST LIGHTHOUSE POINT, FL 33064 (305) 725 -8802 Fax: (954) 933 -7246 INSURERA: Companion Property and Casualty Insurance C INSURER B: INSURER 0: INSURER D: INSURER E: 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE IIATF tMMvvvne) POLICY EXPIRATION IIATF IMMMfrel LIMITS A GENERALUABIUTY X COMMERCIAL GENERAL LIABILITY FLG2085333 03/17/2010 03/17/2011 EACHOCCURRENCE $ 1000000 FIRE DAMAGE (Any One Fire) $ 100000 ■. CLAIMS MADE j( OCCUR MED EXP (Any one person) $ 5000 ■ PERSONAL & ADV INJURY $ 1000000 ■ GENERAL AGGREGATE $ 2000000 GEML AGGREGATE UMIT APPLIES PER: X POLICY n ,,,, n LOC PRODUCTS - COMP/OP AGO $ 2000000 AUTOMOBILE ■ ■ ■ ■ ■ LIABIUIY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON - OWNEDAUTOS COMBINED SINGLE LMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INURY (Peracoident) $ PROPERTY DAMAGE (Per acoMent $ GARAGE ■ LIABILITY ANYAUTO AUTO ONLY - EA ACCIDENT $ OTHERTHAN EA ACC $ AUTO ONLY: AGG $ EXCESS ■ LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ $ ■ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WC77779991701 04/01/2010 04/01/2011 X FTnRV TVA I I_FR E.L.EACHACCIDENT $ 1000000 E.L.DISEASE- EAEMPLOYEE $ 1000000 E.L.DISEASE- POLICYLIMIT $ 1000000 OTHER ■ LIMITS $ LIMITS $ u 1. Coverage INSURED'SOCOVERAGE AVAILABLE Employers ** Nr" IFUN Ur Urella ,Iur`7JILVVMMIMMCRWLCrCAULUSWNS AUUCU 07 tNWNSWMCI7/SMGIAL YHUVISIUNS This certificate remains in effect, provided the client's account is in good standing with AMS. is not provided employees of employee for which the client is not reporting wages to AMS. APPLIESIONLYsTOfTHE EMPLOYEESOPRINTEDBONLTTHESATTACHEDeROSTER. N 04/01/2010. ATED ROSTER IS UPON REQUEST BY CALLING (800) 728 -0623. 3. Insured is afforded Workers Compensation & liability as a co -em toyer under the policy for employees leased from AMS. PLEASE SEE ATTACHED EMPLOYEE ROSTER. * ** CERTIFICATE HOLDER I 1 ADDmONAL INSURED; INSURER LETTER: CANCELLATION VILLAGE (05) OF MIAMI 07 SF: (305) P: (305) 795 -2207 F: (305) BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 756 -8972 SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE , _ , , ©ACORD CORPORATION 1988 Florida ConsbuctionIn Lice/wog : oard Newsletter - Windows Internet Explorer a myilondafitenszcomfdhpr/`p era /C ew€.htmi?ck Ede Edit Vi es Favorites Took Help Favorites 14 i CONTRACTOR DE MIIQN Nriiarni -Dade Comelyaetec .. Bruiding Department - For.. ,,( DADE CONTR€1CTQRINQ ¢ LogMebd23.coni MSV1 Ci i en Access Portal [ MD Local Business Tax Ronda ConstniclienbidusbyLicenseg Board Ne„ v Q v Page • 'Safety v Tools • consumer, unless a board- approved fmaruaanyresponsiible officer has been designated for the business. s. /Pack To Top What's on Your License? &mak!Shawr, Administrative Assistant 11 Due to size limitations an a contractor's tor's physical license, only a =tractor's individual name, license number, address, and DBA appear in the Howie. The corporate name is not furnished. Contractors can visit www.mvfloridalioense.com to review their corporate name with the DBA. • Click on "Verify a License° (input the appropriate information, and dick °Search°) the licensees information will then appear. • Click an "Vries Related License Information° (the corporate name will apt) If a license holder is only operating under a corporate name without a DBA, then that name will appear on the license. Back To To House BIM 663 Changes Funding Mechanism for Florida Homeowners' Construction Recovery Fund Jenny Ulrich, Regulatory Consonant During the 2010 Legislative S ion, the Florida Legislature passed House Bill 663, Midi berme law on July 1, 2010. 140 663 changes the funding mechanism for the Recovery Fund so that building departmerds will now be required to forward 1.5 percent of all permit fees associated with the enforcement of the Florida Building Cade to the Department of Busing and Professional Regulation. These fees will then be allocated evenly bweeu the Building Cole Administrators and Inspetors Board and the Florida Homeowners' Construction Recovery Fund. Local governments are required to begin making payments to the Department of Business and Professional Regulation by January 1, 2011. At this time. the rler arfinent is unable to nmiert when funds will her>nmp avalet& IYCtM�7CllC1 S You can now subscribe on Coe at www.MvFloridaLicense..cam to receive your profession's newsletter as well as other Department publications via a -mail. Subscribing is very quick and easy. 1. Go to w ww.MvFlaridaLicense.corn 2. Sled ''Subscribe to Department Newsletters` located under The Batton Line 3. Type in your name and e-mail 4. Choose which newsletters or publications you would like to receive via e-mail 5. Select Subscribe When the newsletters you have subscribed to are available, you will receive an e-mail from the Department with a link to your newsletter. Contact Information Updates Please help us by notifying the department when your address, telephone number, and/or e-mail changes. If you fail to notify the department in writing of your correct mailing address of record, you could be charged with violating the law. Official communications by the board or the department (such as renewal notices or legal action notices) will only be sent to ur.nr lnd Irnn+nn mnilinn nrUlrem of 9 Internet! Protected Mode Off 4000% v a rda ' Onstracti . En erGov.NEF 2008 3:42 PM Ij 411/MJ1_1 Florid a Corsamdion Industry licensing Board Newsletter - Windows Internet Explo http:1/w wrnarftondahcensecomfdbpr /prrof`new4ettersfCii.B NewshtmT #t Tools Help CONTRACTOR DEMON C MMtami -Dade County Clem nstruction lndusiry licensing Board Building Department - Fat... it DADE CONTRACTORINQ.. 0 ogMeLi123.com MSV Citizen Access Portal 2 MD Local Business Tax Page• Safety• Tools• v consumer, unle s a board- approv d financially respon;aTrle officer has been designated for the business. Back To Top What's on Your License? Donald Shaw, Administrative Assistant 11 Due to size limitations on a contractor's physical cleanse, only a contractor's individual name, license number, address, and DBA appear on the license. The corporate name is not furnished. Contractors can visit www.mvflondalicense.com to review their corporate name with the DB& • Clicfc sin' Verify a License* tined the appropriate information, and dick 'Search') the licensee's information will then appear. • Click an "View Related License Information* (the corporate name will appear) If a license holder is only operating under a corporate name without a DBA, then that name will appear on the license. Back To Too House Bit! 663 Changes Funding Mechanism for Florida Homeowners' Construction Recovery Fund Jenny Ulrich, Regulatory Consultant During the 2010 Legislative Session, the Florida Legislature passed House Bill 663, which became law on July 1, 2010. HB 663 changes the funding mechanism for the Recovery Fund so that building departments will now be required to forward 1.5 percent of all permit fees mated with the enforcement of the Florida Building Code to the Department of Business and Professional Regulation. These fees will then be allocated evenly between the Building Code Administrators and Inspectors Board and the Florida Homeowners' Construction Recovery Fund. Local governments are required to begin making payments to the Department of Busing and Professional Regulation by January 1, 2011. At this time. the elenartme.nt is indite to mire* when filmic will herrrme aveilehle IdewSteL ens You can now subscribe on line at www.MvFloridaLicense.com to receive your profession's newsletter as well as other Department publiesiions via e-mail. Subscribing is very quick and easy. 1. Go to www.L4vHoridaLkense.com 2. Sept "Subscribe to Department Newsletters° located under The Bottom Line 3. Type in your name and e-mail 4. Chow which newsletters or publications you would like to rive via e-mail 5. Select "Subscribe When the newsletters you have subscribed to are available, you will receive an e-mail from the Department with a link to your newsletter. Contact Information Updates Please help us by notifying the department when your address, telephone number, and/or e-mail changes. If you fail to notify the department in writing of your correct mailing address of record, you could be charged with violating the law. Official communications by the board or the department (such as renewal notices or legal aeon notices) will only be sent +n vnur Iso* Irnnwn meilinn a Mirccc of el Internet I Protected Mode Off 1100% • oft +8 Gonstructi.., Inbox - Microsoft .:. Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9923 NE 4 Avenue Road Miami Shores, FL 1132060171290 Block: Lot: ARNOLD MARKOWITZ 1 Owner Information Address Phone Cell ARNOLD MARKOWITZ 9923 NE 4 AVE RD MIAMI SHORES FL 33138 -2439 Contractor(s) LINDMAR ELECTRIC INC Phone Cell Phone Valuation: Total Sq Feet: $ 500.00 200 1 Type of Work: ALTERATION Additional Info: Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: $159.10 Amount $0.60 $2.25 $2.25 $0.20 $150.00 $3.00 $0.80 Pay Date Pay Type Invoice # EL -3 -11 -40312 03/08/2011 Credit Card 05/16/2011 Check #: 1517 Amt Paid Amt Due $ 50.00 $ 109.10 $ 109.10 $ 0.00 Available Inspections: Inspection Type: 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 16, 2011 Date May 16, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: ELECTRICAL FOUV la MAN 1 0 019 B Y: - -- Permit No. Ut 4 r Master Permit No. 4C 1/'/2- Owner's Name (Fee Simple Titleholder) ,8ci,ci eo /in-?'& ®tee }�. Phone # Owner's Address 99x-3 Ale «/A /lag-- /7o City 1‘4444.4-1; S 4 ®lc e-s State Flo sc t /,9- Zip .2.7 /JD Tenant/Lessee Name Phone # Email X3& Job Address (where the work is being done) .7,%3 /if & W* Ave' Rood- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # /'/3 a 0 6 /-7 /ago Is Building Historically Designated YES NO Zip Flood Zone Contractor's Company Name 1//0/2/-7,141 �l G� l C / Phone # 6-.G —/) Contractor's Address 'fJ 4 City �74 State JL . Zip (77 43 Qualifier Name 61,436-1-70,0170° fia 'P Phone # J8- 7-66 5T -1-,e2 ,Z. U State Certificate or Registration No. Kir ®D /15-040 Certificate of Competency No. ge0 6Gg4,0zr' Contact Phone , %� — £ � E -mail Architect/Engineer's Name (if applicable) Value of Work For this Pe s 't $ Type of Work: Describe Work: Addition Phone # • Alteration quare / Linear Footage Of Work: :New 0 Repair/Replace ❑ Demolition d Di/rze 5: Submittal Fee $- 2 Permit Fee $ ************************Fees********** Fees** * * *, * *** * * * * ***** * *** * * * * * * * *** * * * ** CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ '09 1 KD See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a re- inspection fee will be charged. Signature &1(flIadz7 Owlier or Agent The foregoing instrument was acknowledged before me this 1 Off`' day of 20(�, by 'Bev�le j arkowt1'2. who is person 1y known to me or who has pr ducedl L cen 5,, As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Ohl MY COMMISSION #D0982630 %co/ EXPIRES: June 14, 2014 ispaanity FL Notary Discount Assoc. Ca Contractor The foregoing instrument was acknowledged before me this day of MOY , 20 /x% , by 02.41 J VO UN/9, who is personally known to me or who has produced g. / p as identification and who did take an oath. NOTARY PUBLIC• Sign: Print: My Commission Expires: ., z - • b •— 441 ^f`n�`iii //Cans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) LOcALrB'U'StNI i DADE iCOUN, S SEI BE DISPLAY XPIREP A UANT TO COUNTY CORE ,CUA THIS IS NOT A BILL — DO NOT PAY RENEWAL 278430 -5 BUSINESS NAME / LOCATION RECEIPT NO, 291665-9' LINDMAR ELECTRIC. INC CC B 000019545 496 NE 89 ST * ** 33138 UNIN DADE COUNTY FIRST- CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER LINDMAR ELECTRIC INC Sec. Type of Business WORKER /S 1NLY A 6 EL CA4 LECTRICAL. CONTRACTOR 2 TNIS I$ O 9g1$INESS TAX RECEIPT. IT NOT PERMIT THE ER TO VIOLATE ANY virtiNG REGULATORY OR ot1iNO LAWS OF THE UNrY -OH CI11Es. NOR. Eg f EXEMPT THE ER FROM ANY OTHER -tam oR uCENSE QUIREp BYLAW. THIS — A,CEHTIFICAcoe OF THE HOLDERS GUALIFICA 4YMENT RECEIVED DC OERCOUNTY TAX 10/25/2010 60010000096 000075.00 SEE OTHER SIDE DO NOT FORWARD LINDMAR ELECTRIC INC ORLANDO E LIND PRES 496 NE 89 ST MIAMI FL 33138 „i, „li,,,,ii,1,, hi, hid. ii al9 THIS IS NOT A BILL — DO NOT PAY 659 . CC NO: 000019545 SINESS NAME / LOGATtON INIIMAR kioider must >. ha the city perk Is to be FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. ELECTRICAL CONTRACTOR DO NOT FORWARD- LINDMAR ELECTRIC INC ORLANDO E LIND PRES 496 NE 89 ST MIAMI FL 33138 111, },ii,,,,11„11,h Iiit1}}f1lll:1„l,i,1,i,i,,,1,,, rt11 -A* ® CERTIFICATE OF LIABILITY INSURANCE DATE oDo PRODUCER Annette Willis Insurance 18401 N.W. 27 Ave Miami, FL 33056 Phone (305)625 -2403 Fax (305)625 -6472 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT FICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED LINDMAR ELECTRIC INC C/O ORLANDO LIND 496 NE 89 ST EL PORTAL, FL 33138 INSURER A: NOVA CASUALTY INSURANCE INSURER B: KINGSWAY AMIGO INSURANCE INSURER c: INSURER D: INSURER E: COVERAGES INSURER F: 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. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MDD/YY) POLICY EXPIRATION DATE (MM/DDIYY) LIMITS A ❑ GENERAL LIABILITY n COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE ►n OCCUR ❑ 09AL065638 08/26/10 08/26/11 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurence) 100,000 MED EXP (Any one person) 5,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 1,000,000 ❑ PRODUCTS - COMP /OP AGG 1,000,000 GEN'L s/ AGGREGATE LIMIT APPLIES PER: POLICY ❑ PROJECT ❑ LOC B ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS lie SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ CA- 117804 09/04/10 09/04/11 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) 10,000 BODILY INJURY (Per accident) 20,000 PROPERTY DAMAGE (Per accident) 10,000 ❑ ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below ❑ WC STATU- ❑ OTH- TORY LIMITS ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ELECTRICIAN VEH # 1) 99 FORD ECONOLINE VIN # 1 FTPE2424XHB39812 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE - ACORD 25 (2001/08) QF © ACORD CORPORATION 1988 03 -15 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION A * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 03/15/2011 EXPIRATION DATE: 03/14/2013 LIND ORLANDO E 650370868 BUSINESS NAME AND ADDRESS: LINDMAR ELECTRIC INC 496 NE 89TH ST MIAMI FL 33138 SCOPES OF BUSINESS OR TRADE: 1- REGISTERED ELECTRICAL CONTRACT IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject 10 revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Ac# 5502114 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD SEQ1103.09A1703 LICENSE NBR QUESTIONS? (850) 413 -1609 DATE BATCH NUMBER 03/09/2011 107053898 ER0013500 The ELECTRICAL CONTRACTOR Named below HAS REGISTERED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2012 (INDIVIDUAL MUST MEET ALL LOCAL LICENSING REQUIREMENTS PRIOR TO - CONTRACTING IN ANY AREA) LIND ORLANDO EMMANUEL LINDMAR ELECTRIC, INC. 496 NE 89TH ST EL PORTAL RICK SCOTT: GOVERNOR ISPLAY AS REQUIRED BY CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: Electrical OWNER: Name (Fee Simple Titleholder):kilDL __ * n_ LY LkL<OLbJ)T2 Phone #: • 7SL't' 7036 Address: 9d%a3 Aka *IR We. R0 City: m%A *% S .s5 State: r�L Tenant/Lessee Name: JVI� Email: 4ENA rcoaril 4T(M Phone #: Zip: 33 13a JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 331'3 Folio/Parcel #: 1) v 320G - 017 ° 1a90 0 Is the Building Historically Designated: Yes 9` Flood Zone: �V enan Ivy. 4tfl 12.0 CONTRACTOR: Company Name: ''S\)`10 � t CO F Phone #: 415 Address: _•C OIL. 2,0 City: M4 COM& Qualifier Name: ' c State Certification or Registration #: 0 0 ®O € 2-1 Certificate of Competency #: %it t ° 1 19 ) S Contact Phone #: q 1-3 ®� Email Address: j'U C-le C (. DESIGNER: Architect/Engineer: Si .t11. el Phone #: 305' C177 e Zip: 3 31 l of Phone #: } 8c, 3 St() e Z g Value of Work for this Permit: $ Square/Lmear Footii a of Work: T yp e of Work: ❑Address UAlteration ONew ,�. eg ODemolition Description of Work: aelmous. ` t2..Pi. #u fiytls°61(9G,, 002.tKS ******** * * * * * * * * * * * * * ** * * * * * * ** * * * * * * ** Fees************* * * * * * * * * * * * * * * * ** * ** * * * *** * * * ** Submittal Fee $ Permit Fee $ /J ® °ems CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all 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 no appro, •d and a •inspection fee will be charged. Signature Owner or Pnt The foregoing instrument was acknowledged before me this day of , 20(k , by P a-Lp ri 4.t12i who is personally known to me or who has produced As identification and who did take an oath. My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY c3° „' , ****** AikiN** h+> �********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 11� 2‘.0. 17 l7ans Examiner Signature Contractor The foregoing instrument was acknowledged before "me this Q day of / AEC)/ , 20 Q Q , by who is personally known to me or who has produced F1 V L a 1,03 Jo /Z, 4-1 4" Ss identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ANTULIO SINOHE MONTIEL MY COMMISSION # DD805870 EXPIRES July 14, 2012 F or dallolaryService My Commission Expires: IJA Structural Review (Revised 07 /10 /07XRevised 06 /10/2009XRevised 3/15109) Zoning Clerk 03/06/2011 21:12 031908 PAGE 01/01 BLANCA INSURANCE Fax :786- 272 -8044 Sea 20 2010 1 a:38am ��m 001 .�`c !,IIrF/ CERTIFICATE OF LIABILITY' INSURANCE osno,lo ) PRODUCER Blanco Insurance Associated Inc. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 1460 E, 4th Ave. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE • HOLDER. TIES CERTIFICATE DOES NOT AMEND, EXTEND OR Hialeah. FL 33010 .•... ALTER THE .COVERAGE AFFORDED BY THE POLICIES SELQW. Phone (306)888 -0524 Fax (305)883 -6218 INSURERS AFFORDING 001/ERAGE NAIC N • INSURED Julio Electric corp 1290 ne 206 st North Miami, FL 33179- 7883487597 COVERAGES INSURER A: NATIONAL INSURANCE CO. INSURER B; summit INSURER C: INSURER D: INSURER E: INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION QF 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. MR ADD'L POLICY EFFECTIVE 1 POLICY EXPIRATION LTR MIRO TYPE OF INSURANCE POLICY NUMBER DATe(NMrovsVT) ! cum (MWDDJYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE V COMMERCIAL GENERAL LIABILITY 002384 09/04/10 09/04/11 s (P DAMAGE RENTED o ice) CLAIMS MADE V: OCCUR MED EXP (Any one parson) B GEN'L AGGREGATE LIMIT APPLIES PER: d POLICY ; PROJECT . LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS GARAGE UABILOY ANY AUTO EXCESSIUMSRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION ANo EMPLOYERS' LIABILITY ANY PROPRIETOR 1 PARTNER 1 EXECUTIVE OFFICER / MEMBER EXCLUDED? Eyes, describe under SPECIAL PROVISIONS below OTHER WC- 07079162 09/09/10 09/09/11 PERSONAI. & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT (Ea aCCideM) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY • EA ACCIDENT OTHER THAN EA ACC AUTO ONLY; AGG EACH OCCURRENCE AGGREGATE $1,000.000 $50,000 $5.000 $1.000,000 $1,000,000 $1.000,000 :. TORY TL S IAN- E.L. EACH ACCIDENT $100,000 E.L. DISEASE • EA EMPLOYEE 8500,000. E.L. DISEASE - POLICY LIMIT $100,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS t VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION miami shores village 10050 ne 2da. Ave miami shore, fl. 33138 ACORD 25 (2001/08) QF SHOULD ANY OF THE ABOVE OEBCRIBED PQUCR s BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL. 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE. LEFT, OUT FAILURE TO DO 50 SHALL IMPOSE NO OBUGAT1ON OR LIABILITY OF ANY KIND UPON TEE, INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE MARIA ALMOLDA ACORD CORPORATION 1988 CTQB '.onstruction Trades Qualifying Board Fiat ,! e.SS CERTIFICATE OF COMPETENCY 04E000827 ;UU0ELECTR,C CORP D.B.A.: REYNOO JULIO is certified under the provisions of Chapter 10 of Miami -Dade County VALID `Oft CO TRAQ'T(,NG UNTIL 09 01201 QUALIFYING TRAM 0001 ELECTRICAL STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 REYNOSO, JULIO C JULIO ELECTRIC, CORP. 3861 SW 31 CT HOLLYWOOD FL 33023 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.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 Initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE STATE G C OR1BA A0P`_-50-51-6 81 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ER13012976, 07/29/10•" 100044641 REG ELECTRICAL ';CONTRA OR REYNOSO, JULIO ELECTRIC,- (INDIVIDUAL HUB", ALL LOCAL _LICENSING'REW=BMENTS PRIOR TO CONTRACTING 'IN , ANY AREA) HAS REGISTERED under the provisions of Ch.489 Expiration date: AUG 31, 2012 L10072901649 5059681 STATE OF FLORIDA DEPAR OP BUSINESS PROFESSIONAL .'REG LATION TRICAL CONTRACTORS LICi NSING BOARD sew__ _ _72901649 DATE BATCH NUMBER LICENSE NBR 07/29/2010 100044641 ER13012976 The ELECTRICAL CONTRACTOR Named below HAS REGISTERED Under the provisions of Chapter Expiration date: AUG 31, 2012 .': (INDIVIDUAL MUST MEET ALL LOCAL REQUIREMENTS PRIOR TO CONTRACTING' REYNOSO, JULIO C JULIO ELECTRIC, CORP. 3861 SW 31 CT HOLLYWOOD FL 33023 CHARLIE'CRIST GOVERNOR DISPi AY AS RFOIJIRED BY LAW CHARLIE LIEM • SECRETARY MIAMIADE COUNTY TAX COLLECTOR tat FLOORGtERS7, MIAIB, FL 33130 - '. 1 RECEIPT No. ;�a- 5648424 iUSINESS NAME I LOCATION MUNK 1PAL CONTRACTOR'S = TAX RECEIPT MIAMI -BADE COUNTY - STATE OF f4:. RIOA -y PURSUANT TO COUNTY CQbE SEC. 10-24 EXPIRES SEPT.,30. 201.1 S IS NOT A BILL - DO NOT PAY CC NO: :04E000827 JULIO ELECTRIC CORP 1290 NE 206- ST OWNER :JULIO ELECTRIC CORP SEE RACK OF RECEIPT FOR A , LIST OF NON-PART ICIPATING: MUNICIPALITIES tempt ho det must Fer in the city work is to be e. A ilAMI-D cnaiAm TAX *11011/2010 02270027002 000200.00 ABASE-DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI!, FL 33130 2011 FIRST-CLASS 41.5, POSTAGE PAID MIAMI, FL { PERMIT NO. 231 RECEIPT HOLDER MAY 00 BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. ELEGI RICAL CONTRACTOR DO NOT FORWARD JULIO - ELECTRIC CORP JULIO C .REYNOSO QUALIFIER 1290 NE 206 ST 2 MIAMI FL 33179 111)1 11 i11511ii111i 111111111111111 111'ii1111i1 iliii11111(111 10 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI-DADECOUNT1t STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER BA ART: 9 8r THIS IS NOT A BILL 540914 -9 BUSINESS NAME /LOCATION JULIO ELECTRIC CORP 1290 NE 206 Si 33179 USN DADE COUI l JULIO ELECTRIC CO Set. Type Messiness ,6 A ECTRICAL Ci somas tax RECE1PT. IT ES NOT PEt5ST THE 5055 � STING EtEMMLATORY WES : 1-AWS OF THE d1N7Y OR SIRES. NOR-: ES IT. EXEMPT THE aLSDER FROMAXV OTHER. EMIT OR LICENSE =MED OY LAW. MS'S T A CERTIFICATION OF: E swuFICA VAIENTEESEXIED COUNTY TAX 08/11/2410 02270027401 000075.00 SEE OTHER SIDE 10 DO NOT PAY RENEWAL RECEIPT No. 56 CC 44E000827 ERIS DO NOT FORWARD JULIO ELECTRIC CORP JULIO C REYNOSO QUALIFIER 1290 NE 206 ST 2 MIAMI FL 33179 I liil 111)1111111) 11111111i(1iii1 IIi111il111 it1il li 111119 ,211 U.S. POSTAGE Mt FL 42- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 158516 Permit Number: RF -4 -11 -681 Scheduled Inspection Date: June 22, 2011 Inspector: Bruhn, Norman Owner: MARKOWITZ, ARNOLD Job Address: 9923 NE 4 Avenue Road Miami Shores, FL Project: <NONE> Contractor: MIAMI ROOFING & WEATHER PROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060171290 Phone: (305)944 -3061 Building Department Comments REPALCE TILE UNDERLAYMENTS REINSTALL TILES TO MATCH EXISTING Passed Failed 42.)-7( Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 21, 2011 For Inspections please call: (305)762 -4949 Page 10 of 21 -V'd°''''\\Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 FIZYZITNAVIII la APR 1 8 2819 !� BY: _... Permit No. 1C 1 I Master Permit No. Permit Type: BUILDING ROOFING_ 5- Y2 OWNER: Name (Fee Simple Titleholder) :: � U� —Mar kow Imo- Phone#: 3O5- �SN-7t 3b h Address: - / et ?3 Mg, Z' 1 v �' City: /) `fit ,S-16 4Cs State: Zip: 3g Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: c1V-g /vs, Lf City: Miami Shores Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company : /`O�r�7h t /,IOG Phones 3057- �'l i- %� Address: /1'350 Name: ijf Ave i� / ®( SU)tv7 Ts zr /�6 37 /Ca City: 'l.�i/il.D ( . 3 (51 & State: re. Zip: 23 /CD �-7 Qualifier Name: ' ` 4'4 phone#: / % TT State Certification or Registration #: D 2-c Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer. Phone#: County: Miami Dade Zip: Value of Work for this Permit: $_„..5-00 u;Liiar Footage of Work: /00 Type of Work: °Addition °Alteration °New °Repair/Replace °Demolition Description of Work: Je / cF T 17 6 /) tuD tit 14)r,ri c J 20 l d tw FEZ-7- 1 - L ed.S7i4 t ( 711651 7'b /'W+lr/ G ` Ski a4 , g' *********** *** * * * ***** *** * ***s * * *** *** *F ************* * * * * *** * *s** **** * * *** * * * *s*** *s Submittal Fee $ ,, Permit Fee $ /'W c" 6 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Educcation Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Vll 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 net 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 Ls issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature F, 1lQi �(� 49f/47/71 , Signature or Agent ' ' e ire/ Contractor GThe foregoing instrument was acknowledged before me this 115' The foregoing instrument was acknowledged before me this %9 )?1- eg day of U rd - SL , 20 I. , by 194V2_\, L 1.% i ii1 zwqz- day of �+' 1 g L , 20 (1 , by Z— / CL �I , who is personally known to me or who has produced I9, who is personally known to me or who has produced FLA As i,. ntification and who did take an oath. NOTARY PUBLIC: as identification and who did wket a>t NOTARY PUBLIC: ` • Sign: # ` ��i' /� _�`% Sign: Print ® '�� " Print: My Commission Expires: ° —�-I Co '��` ��1� = My iDPI,.; -ei, E. * **** *s * ** * *** * * * *** * * *** * **** *ices * sir** s*m=i 4***************** s******* ** *** ***** ****** *** * *s** * ** *** ** % �`RID P'. ,„..,,� 11` Plans Examiner Zoning rife , • .dam Commission Expires: ,! ••. .* • ,os ®�� 11:101.: \\\ APPROVED BY Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 CARO, ROGER ALBERTO MIAMI ROOFING AND WEATHERPROOFING INC 19380 COLLINS AVENUE APT # 1104 SUNNY ISLES BEACH FL 33160 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridattcense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE STATE OF FLORIDA ABPAR`T tAtila INDUA9TRYRLI.CEN9MBURDiVLATION SEQ# L10091402336 (850) 487 -1395 STATE OP fLORIDA.. AC #' 519143 DEPARTMENT; OF BUSINESS AND PROFESS/0 1 REGULATION srt?„ CCCQ5820R./ . 14 107'014571 ACTOR. TEERPROOFIN I3 CERTIFIED unasr 'Olin provisions of ch.489 ss assirstion.:datSa AUG. 31,., 201Z L10091402336 LICENSE NBR 09114/2010. 1,010i40. CC058208 The ROOFING CONTRACTOR ; Named' below. IS CERTIFIED. Under the provisi.on* of Chapter Expiration dat er `AUG 3'X'.•° 201Z•t CARO, ALBERTO MIAMI ROOFING AND WEATFXERPR0QE 19380 COLLINS AVENUE' APT # 1104 SUNNY ISLES BEACH FL 33160. CHARLIE CR /ST' GOVERNOR DISPLAY AS RFOI IIRFn RV 1 AW CHARLIE LIEM SECRETARY AX OR 140 W. FLAGL ER ST. lstFLO ARM FL33130.; 576941 -0 THIS BUSINESS NAME / LOCATION MIAMI ROOFING & WEATHER INC 19380 COLLINS AVE 33160 SUNNY ISLES BEACH OWNER MIAMI ROOFING 8 WEATHER Sec. Type of Busine ss THE A26 CIALTY BUILDING !>! TAX RECEWT. IT DOES NOT PERMIT THE HOLDEN TO VIOLATE ANY EMOTING REGULATORY OR =ENO I ES OP THE MIMI OR CITIES NOR DOES IT EXEMPT THE PERT OTI OR� REDEEM BY LAW. THIS IS ow A CERTIi:AMON OF TH E mows (*mum& AAYIWNTREt ftwo ,acommTAN 09/29/2010 02210002001 000045.00 SEE OTHER SIDE NOT A Bill. DO NOT PAY RENEWAl. RECEIPT No. 601606- PROOFING STATE* CCCOSO208 1104 PROD INC CONTRACTOR DO NOT FORWARD MIAMI ROOFING & WEATHER PROOFING INC ROGER A CARO PRES 19380 COLLINS AVE 01104 SUNNY ISLES BEACH FL 33160 1I111.41►A hli TI &flAllHlllll,4lllAA.IlWRiii • f..vr•rrrult -rMr: /LJ-3 /-21.5O" CERTIFICATE OF LIABILITY INSURANCE Producer: L on Insurance Ccmpa ^y 2739 U S Highway 19 N. Ho:lday, FL 34691 L ■si'".'.."'" 1/6/2011 Thle G►ddlate no Issued as a natter el Infornuttan only and confers re rights upon the Grtelcate Holder. Title Certdleeba does not amend, extend ar alter the coverage Warded by the pobdes below. insurers Affording Coverage Insured: South East Personnel Leasing, Inc. 2739 U.S. Hip ~way 19 N Ho iday, FL 34691 Coverages Insure, A LtoI Mamma Company Mauna Insure, C URIC I Insure 0 Inmost E db► nf.rN •fP r. ��•'.r .'. ,•A 4 ton ]• mice m ••,J s's•.rr ary,M,U•T tin • snr . ;rt../1 •if dr.; tC....n1f.. 'ray 0,1r,r a/l r.iv t0.4.l ,Te/Datatr.7ai,rn*Swo atnrdsc lh is Co) r�9G 14itrnpD a i;SUCHN.stc a rle'6rr8.av•N,Sr.rt9 a1d:ordltra M ar!ft polcN A7Wi�itias•�S vows TES r,i.it+aMMtucb., Attd .:9•n. i•■ t/5F k:Ct LTC '.PM Type of Insurance ENERAL LIABIUTY Commercial General L ability Claims Made ❑ Occur Policy taunter Po 7. EtT.etive aide 1 MMM_ ENVY) Polley ExpUsten Oats M MOONY) Limits enrol aggregate Emit applies per: �ftf. 0 0 Eacr •:.JfaYr • LOtr3gait rin.oeprern4i5�Er* u :cuirwK•` M*4 E+p Personal Adr Injury 414fM•dAJ -r l ti UTOMOBILE LIABILITY :.vn..v*3 5,rryl. L .114 (EA .[rider, Bcdty;Mri IOW ?..0• +e-n; Bunts min/ pan Ac.:tHtl F •—pm Je —ms ploy A..r,dNl EXCEB$IUMBRELLA LIABIUTY Qcarr 0 C am. Mac* nay iXan1: kacn )(. s'4rk, Aggrepoo Workers Compensation and Ernployene Liability Any prop tietoimt 1 rfexecutrve Om/member **eluded? It Vas, damdbe order special provisions betea WC71949 01/01/2011 01/01/2012 tWC Stela s 1 'ERA E.L. Each Accident $1,000.000 E L. Clause • Ea Fngxorm EL. Diem • Petty Unite Otttsr $1,000.000 1 $1,000.000 Lion Inuuance Company is A.M. Beat Company rated A- (Excellent). AMID 0 1161.0 Descriptions of Operations /LocatloneNehielss/L'xetusions added by Endorsement/3peclai Provision.: Cknt i0: 36.4-oe7 Coverage only applies to active empoyee(s) of South East Personnel Leasing, Inc. that are leased to the fcllowing "Client Company': Roofing Contractor Miami Roofing and Weatherproofing, Inc. Coverage on!y apples to Injuries ,ncurred by South East Persornd Leasing, :nc. active emptoyee(s) , while working in Ronda. Coverage dos net apply tc statutory employee(s) or ■de:endent contrac!or(s) of the Client Company or any otter entry, A I st of the active employee(s) leased to the Gient Corrpany can be obtained by faxing a request to (727) 937.2138 or by calling (727) 938 -5562. Project Neme: reR`sncAra HULCEN MIAMI SHORES VILLAGE BUILDING DEPT. 10050 N.E. 2ND AVENUE MIAMI SHORES, FL 33138 CA4c1LLATnh 4vaJ in dn.Itoti difU'S"Jr.1...,*•) +tiln'.,Pi ! a.ra It v.A•iwr 4-."'1 fl:So r. 4. w:'. 7,;.• ^.N ni tielior.VEn t•, AA t.it•. d14 - Gera•tiU r• M. *I. ^: t;.•�r'G' .. 'Y,Itpc • .t *YJ1..; lit •.' dry'•r *.• N.r' 1.3 r,u:Y,* S.•;rtr u"- '44ar.71 of 1/11/11 Baruch Insurance Fax: 561 - 432 -5818 9:36 am -410C° CERTIFICATE OF LIABILITY INSURANCE DATE IIIIVOO Y1 �-'�' -- 81/06/2011 PRODUCER !!ruck Inevnrice THIS OINTIFICATE I/ JIIUQO Al A NATTER OF NfORMA710N 4R)ZO Jog Rood Sou* ONLY AND CONFERS IItO R1G$T$ UPON THE CEJtTS�ICATE HOLDER MR C1RTWICATE 0011 NOT AMINO, WOO OIE CkeenaoHNL FL 33417 TEILDILOCSIMMI.MBERMIZIMEMrall Phone (081)432-1228 Fax (581)432-218_ OSURl11 Af*'OROMO COVERAGE NAIL • met; & Menlo ca.u.n1► ;nut* o . INSURED Miwmi roofing S weatherproofing Inc 20801 SAN SIMEON WAY 0202 N MIAMI , FL 33179 INWRER • INNeER a INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE SUN ISSUED TO THE INSURED NAMED ABOVE— FOR THE POLICY P -I DICATEO NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION Of ANY CONTRACT OR OTHER DOCUIENT WITH RESPECT TO WITCH THIS CERTIFICAT! WAY BE G&W OR MAY PERTAIN THE INSURANCE AFFORDED NY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND COFORIONS OF SUCH .POLICIES. AOORE$ATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD CLAWS Few si MP! OF INSURANCE POLICY NUMMER YfF " •• t = NMIM SEVERAL LARIAT EACH OCCURRENCE 0 COMMERCIAL 0*I4RAL LABILITY ,1 L110003085 01/01/2011 01/01/2012 A ❑ 10 ❑ CLAMS MADE 0 occult IG 0 GENT. AGO; TE LIMIT TES PRA. [' POLICY PROJECT LOC AUITOMOBELE LABILITY I❑ ANY AUTO I r�'1 ALL OWNED AUTO8 [� 110 SCHEDULED AUTOS PIED AUTOS NON OWNED AUTOS GARAGE uNNLITY ❑ 0 ANY AUTO 0 •XCESMMM111UA UABNJTY Q ❑ OCCUR 0 CLANS MADE 0 DEOUCTIMLE G RETENTION S WIIBLCIAW L AMIUTY ANY PROPRIETOR / PARTNER / EXECUT'IVS OFFICER / HEMMER EXCLUDED' N pas, dawdle under SPECIAL PR(t/l._BIDNE hrfsw OTHER MED W (Any arts man) PERSONAL S AOV WADY GENERAL AGOR*0ATE PRODUCTS • COMP/OP AGO $1 000,000 9100,000 53000 $1 000 000 91,000,000 31,000,000 COMBINED SINGLE LSAT (4 smItre (N•Y *WWI BODILY INJURY (Par amidn0 PROPERTY DAMAGE Par AUTO ONLY - EA ACCIDENT GINNER THAN fA ACC AUTO ONLY: AOG INCH OCCURRENCE AOMRERIIATE 12 TalK Ski 0^ E.L. EACH ACCIDENT S•L, OISEME • EA EMPLOYEE F E.4 DIESASE - POUGY UNIT DESCRIPTION OP OPERATIONS/ LOCATI•II / VBIIICLES 1 EXCLUSIONS ADDED EY ENDORSMIAIBNIf / SFec PRO1A� ROOFING CONTRACTOR CER71FICATE HOU ER Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, Fl 33138 ACORO2EMOOT OF SHOULD ARVIN TIE MOVE USCAEoo FONCIEM GB CANCELLED IMPOSE THE 13.110111 * 1 TWERO�O,, III/ RIMING INSURER WILL ENDEAVOR TO MAIL MYM NUM TO THE CMR?PICATE NOME MANED TO THE , OUT F DO SO SMALL U110M NO 011.RATION OR LNANJTY OF ANY NM UPON INSURER, MI Ail OR REPREf[N1ATIVV$. AUTHORIZED AI e ACORO C'O t�POM'PON 1111 t • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) APR 1 8 2011 Master Permit No. � Process No. Contractor's Name ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) ❑ Mechanically Fastened Tile [Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Wood Shingles/Shakes Steep Sloped Roof Area (SF) L bt ❑ Maintenance Total (SF) /Op Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. e,60-00 Eisz • • • • •® ••• • • • • •• •• • • • • • • • • •• • • •• • • •• • • L • Will • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • ••• • • •.• • • • G 00 • •1ILDING r- i mar 1 �T1U es Village DATE BLDG DEPT SUBJECT TO COMPUANCE WITH AU. FEDERAL STATE AND COUNTY RULES AND REGULATIONS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form, SAr_tinn D (StpepSioped Roof System) Roof System Manufacturer: �QCLe o�N� Pia ocT-f Notice of Acceptance Number: —/ 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the Product Approval Specific System): \ Deck Type: • • - . . . • _ - 11 1 - do ea Type Underlayment: Ridge Ventilation? Insulation: ,9yrn t h LAS. Fire Barrier: Mean Roof Height: / .. ... • • • • • .. • • •• • • • • ... .. • • • •• 000 • • • • • ••• • • • • • • • • • • • 00 • • • • • • ••• • • • • • • • Type & Spacing: 1 /(e P. ,�� Fastener T Yp � � - /tM? ! f . .. Adhesive Type: Type Cap Sheet: Roof Covering: Pilo Gas s, EAG4-f 77i Type & Size Drip Edge: Qt-Lv 3" •.• • • • • ••• • F�OR� ABWLQR 1lE • • • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.131 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1.? Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. O Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. /514,14 Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can e viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5.Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. • • • • •: 7: • • • Ventilation: Most roof structures should have some ability to vent natural airflow through the •. •:.' 7nt ri r 8f.the'structure assembly (the building itself). The existing amount of attic ventilation shall not be • ••• • • fedaceat Itimeybe beneficial to consider additional venting which can result in extending the service life of the roof. •.• ••• • ••. • . • • • • . • • • • • • • • ••• • • ••• • • • • • • • (der /Agent's Stnnt fre Date ••• i • ••: Rvion X1909 • • •••• • • • ••• • • 9'48 if Contractor Signature ' Date BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF A CCEPTANCL (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI-DADE COUNTY, FLORIDA METRO- DADEFLAGLER BUILDING _ _ 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade. County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .INSPECTION: A copy Qtthis entire NOA shall be provided to the user by the manufacturer or its distributors • and shall, a 'attalUe for inspection .t the job site at the request of the Building Official. • ••. • . . •.. • • •'ihis�evises l� ®A #0&- 0526.08 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. •.. •.• • • • • • • .• • • • ..• • • • • • • I'.r: ••• • �'P'C • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • • • • ••• • • • • • • • NOA No.: 07- 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 1 of 6 ROOFING ASSEMBLY .APPROVAL Category: Sub - Category: Material: Deck Type:. Roofing 07320 Roofing Tiles Concrete Wood 1. SCOPE This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Z. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Capistrano Concrete Tile Trim Pieces L = 17" W =12t %" Thickness = Y2" 1 = varies w = varies varying thickness TAS 112 TAS 112 Z.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Asphalt Technologies ERPF -001 -02 -02 Redland Technologies 7161 -03 Appendix III Redland Technologies Redland Technologies Redland Technologies The Center for Applied • • • rlgilte� ring, InC. • • • • • Tole t:te: f:r l • • p,i, • lfleCriAgh 4. i • • • ••• ••• • ••• • ••• • • • • • • • • .• • • • • • �TCn2 • •• •• •• • • • o N • ••• • PS� • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Letter Dated Aug. 1, 1994 P09647 -01 P0402 94 -083 94 -084 Product Description High profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS -112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Date Aug. 2006 Dee. 1991 Aug. 1994 Aug. 1994 • Sept. 1993 April 1994 May - 1-994 NOA No.: 07-1018.09 Expiration Date: 10 /05/11 Approval Date: 12 /13/07 Page 2 of 6 • The Center for Applied Engineering, The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS 25- 7094 -(3, 6 & 9) 25- 7120 -(1. & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations Calculations Static Uplift Testing TAS 102 _ __ Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moment Due to Gravity Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 3.1 Fire classification is not part. of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. •• ••• • • • • • •• • • • •. • • • • • • •• ••• •• ••• ••• • • • • •• •• • • • . - __•- • • • ••• .••• • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • •• • • • • • • ••• • 137i. • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No.: 07-1018.09 Expiration Date: 10/05/11 Approval Date: 12 /13/07 Page 3 of 6 •• • • • 4 •. • •• ••• •• • • • •• INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Datalcor Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A of) Ti le Profile A (ft3) Batten Application A (ft3) Direct Deck Application Capistrano Concrete Tile 0.300 0.277 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Capistrano Concrete Tile Battens • Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Capistrano Concrete Tile •• • • • 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.i 2 #8 Screw 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Feld Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2- 1bdAing Shank Nails' 33.1 48.1 45.2 •f. • i :stall tieke yvitTi•a 4" the h&adlap and a min. of 21i /z" from head of tile. ;w fa rners are located ••• ••• • • • • • • •• •• • • • • t c r Y�Grw.. • • • • • • • • • ••• • • • • • • •.• • • • • • • • • •• ••• • • • • • ••• • •• ••• • • • ••• • • •.•• • • • • • • • ••• • • • •• • • • • • • NOA No.: 07- 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application ' Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.32 1 See manufactures component approval for Installation requirements. 2 Flexible Products Company TileBond Polyfoam Product, Inc. Average weight Average weight per patty 10.7 grams. per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - .Mi.(ft -Ibf) • for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Polyfoam PolyProTM 66.53 Polyfoam PolyProTM . 38.7 3 Large paddy placement of 63grams of PolyProTM. 4 Medium paddy placement of 24grams of PalyProT'". Table 59: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Capistrano Concrete Tile Mortar Seth 24.5 5 Tile -Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". •• ••• • • • • • •• • • • •• • • • • • -_ 4.4 • • •• • • • • ••• • • • • ••• • • • • • • • • C•AP1$TRANO CONCRETE ROOF TILE LABEL, SUMTERVJLLE PLANT (LOCATED ON UNDERSIDE OF TILE) EAiE1L.- FLORIDA ••• ••• • • • • • • •• •• • • • ••• • • • • • • • • • ••• • • • •• • • • • • • • ••• • `.(,�,l�,�Y`- • ••• • • • to • • • • • • • • ••• • • • • • • • '• • • • • • • •• •• • • • •• •• ••• •. • • ••• • • NOA No.: 07- 1018.09 Expiration Date: 10 /05/11 Approval Date: 12 /13/07 Page 5 of 6 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for_building permit shall be accompanied by copies of the _followi 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of thi system. PROFILE DRAWING • • 11•• • • • • • • • CAPISTRANO CONCRETE ROOF TILE • • • • _ • •• • ••: '.: •.' • • •• • END OF THIS ACCEPTANCE ••• ••• • • • • • • .. •• • • 1•• • • • • • • . • • •• •• • ••• • • • • • • • • ••• • • •• • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • NOA No.: 07- 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 6 of 6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 156986 Permit Number: MC- 3- 11-414 Scheduled Inspection Date: June 20, 2011 Inspector: Perez, JanPierre Owner: MARKOWITZ, ARNOLD Job Address: 9923 NE 4 Avenue Road Miami Shores, FL Project: <NONE> Contractor: TRIUMPH AC & REFRIGERATION CORP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1132060171290 Phone: (786)512 -0548 Building Department Comments REMOVE WALL AC PACKAGE UNIT FROM WOOD WALL 7 REINSTALL ON NEW MASONRY WALL Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 17, 2011 For Inspections please call: (305)762 -4949 Page 3 of 30 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9923 NE 4 Avenue Road Miami Shores, FL 1132060171290 Block: Lot: ARNOLD MARKOWITZ Owner Information Address Phone Cell ARNOLD MARKOWITZ 9923 NE 4 AVE RD MIAMI SHORES FL 33138 -2439 1 Contractor(s) Phone Cell Phone TRIUMPH AC & REFRIGERATION COF (786)512 -0548 Tons: Additional Info: Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 1 Date Approved: : In Review Type of Work: REPAIR Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $2.00 $2.00 $0.20 $100.00 $3.00 $0.80 $108.60 Pay Date Pay Type Amt Paid Amt Due Invoice # MC -3 -11 -40313 03/08/2011 Credit Card $ 50.00 $ 58.60 05/20/2011 Check #: 1536 $ 58.60 $ 0.00 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 20, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date May 20, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. tlI C t, l "''4 111 Master Permit No. Re -3 - 11 - Li 12.. BUILDING PERMIT APPLICATION FBC 20 FCTIMEt it MAY 2 0 2011 11) BY:eme�`�'sm ®gimme Permit Type: MECHANICAL / , f i' i�9 r-i OWNER: Name (Fee Simple Titleholder): /4014470 rinemp% /%i Phone#: Address: 9923 Alf / ,qv o& ',Mt) City: M/ / State: Zip: '3 /36 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: /2,3 Ave -kie tz0A-tz, City: Miami Shores County: Miami Dade Zip: 3 3/3S Folio/Parcel #: j/ 3, 2460 0/ / 7_90 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 112/ / 1 ReM6eatfleiti aleP Phone#: 113 (d 617,- 0546 Address: J9 2i l�1) / 2- T4 e City: %7/,Q -L rj/ State: PL Zip: 330/6 Qualifier Name: A „C /0 k�/tf - Q Phone#: State Certification or Registration #: (ik 6, 721 Certificate of Competency #: Contact Phone #: 76t '3 ”. ©5- Y40 Email Address: DESIGNER: Architect/Engineer: Phone#: 5- iz -osl/b Value of Work for this Permit: $ 1 CO • Square/Linear Footage of Work: air/Replace ODemolition suredA, /106 A J 1/ Type of Work: OAddress DAlteration Description of Work: ,g e- r,,I fit / / aiee0 e i#1'/ I e'ivi' // ONew '9.} *** ****** ** **** *** * * ****** * * **** x//*�xyy *** Fees **** ******* ** �o��x�x *x�**** * * *** � ****�a�a�x�e�s.x�ax�*** Submittal Fee $ Permit Fee $ 1.00. 00 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ T iwa ning/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 'ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice I\ commence 'nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is )') .ti, h In absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. '' `�,' Signature IP._ 1 I1 i1,'tli1,L'% Signature /AAA O, '1 ( er or Agent ' vi Contractor The foregoing instrument was acknowledged before me this 16 The foregoing in ii ent was acknowledged before me this t B day of l 201L ,by e Vt I"I kPW%tt dayof t•` ,20l( ,by hnt1 Jirn- enet,Soto who is personally known to me or who has produced Pa 1,.... who is personally known to me or who has produced 'DL As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print toCna. ski as • CZo My Commission Expires .''y ANACRISTINA R ROQUE +r MY COMMISSION # EE 088488 Zr EXPIRES: July 18, 2012 %'1;p Bonded Thru Notary Public Underwriters ** * * * * * * ** ***** * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/102009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expir ANACRIST1NA R. ROQUE V;4 MY COMMISSION # EE 088488 -.� EXPIRES: July 18, 2012 Bonded Thru No Willfhatrs Zoning Clerk 7 42E1- 1NIA112 TERR.'4AL' HIALEAH. FL 33018,453 pas 06-03-1272 SEY HG1 5-06 issue) 06-05-2006 , 'f112 P.A.V1V. ,Crt. ,ety MS! re.qt3U-0,1 t‘y May. 19. 2011 4:54PM ACORD CERTIFICATE OF LIABILITY INSURANCE No. 1897 P. 1/2 DATE (MMIDDNVYY) 05/18/2011 PRO$U ER AMERICAN INSURANCE BROKERS 3850 N.W. 82ND. AVE. PH 504 DORAL j305) 715 -9956 FL 33186 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 POOL CIES BELOW. INSURERS AFFORDING COVERAGE NAIC 8 INSURED TRIUMPH AC & REFRIGERATION, CORP 8821 NW 112 TERR Hialeah FL 33018- iNsuRER a NATIONAL GROUP INSURANCE COMPANY INSURER B: INSURER G INSURER D: ERAGES 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 M SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDI'T'IONS OF SUCH POLICIES. AGGREGATE LIMTS SHI NN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INER II in ,�BII ADD% T /REAP MRINUALC6 POLICY M OMER POLICY EFFECTIVE raw wasavYYVI EIS . Lows A LTJABIUrY ODIA IALGENEjRjALLIABILITY 02L- 0000855 -01 1012412010 10/24/2011 EACH OCCURRENCE , $ 1,000,000 DAMAGE TO RENTED PREkuess Eaoccurrsnce) S 100,000 j CLADIS 1 X F OCCUR IIIEDEXPfawweDemon) S 5,000 PERSONAL* ADVINJURY $ 1400,000 GENERAL AG:swears $ 1,000,000 GENLAGG UNIT APPLIES Mk I POMYR 1 V 1 1 IJ7C PRODUCTS- CD/ANDPAGG S 1,000.000 AUTOSIO$LE UAREJIT ANYAUTD ALL OW= AUTOS Sc;FEDULEDAUTOS i$RED AUTOS NNED AUTOS COMBINED SINGLE LIMIT (FA 410 eet) BODILY INJURY (Per person) $ BODILY manly OW amide* $ PROPERTY DAMAGE (PeraaddenE $ � IAGE MB9JTY ANY AUTO AUTO ONLY - EAACCII NT $ OTIERTHAN EA ACC 5 AUTO OILY: AGG MEW DOCCUR UMBRELLA LIABILITY 4_.__I CLAMS DADE JCTsgLE RETENTION s EACHQOM/WINCE AGGREGATE $ s yARa :RSCOBPR TIMI AND HMiPLOYIARSI LIABILBY ANY PROPRIETOR/PARTNER/EXECUTIVE .L.Lti OFFICERMEMEER EXCLUDED? (Mandatory Ns NM Ilya, describe w der pelar IS AIU1 10TH- TOW EL. EACH ACCIDENT $ S El-DISEASE - EAEMPJ.O E_.L. DISEA- POLICY MT $ _Degg3AL4LOVISIDIG OTiOEi DESCRIPTION Of OPERATIONS (LO ATIONS/ VE HICLES 1EXCLUSI: ISADOEDBYENDOREWIE 'IT1SPECIALPROVISIONS AIR CONDITIONING CERTIFICATE HOLDER CANCELLATION A1001331 MIAMI SHORES VILLAGE SUILDNG OPT 10050 NE MD AVE MIAMI SHORES FL 33138- ACORD 25 (2008/01) SHOULD ANY OF THE ABOVEQJCRIBED POLICIES BE CANCELLED l ETHEEXPIRA1mN DATE THEREOF, T)EE MUM INSURER DOLL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOAR NAMED TO THE LEFT, BJT FAILUPS TO DO $O SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE MNBURER, ITS AGENTS OR i438Li 01988 -2004 ACORD CORPORATION. All rights reserved. The ACORD (Tame and logo are registered marks of ACORD May. 19. 2011 4:55PM No. 1897 P. 2/2 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holier in lieu of such endorsement(s). 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 Iiu of such endorsenent(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (209101) ALEX SINK STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION' • * * COMRCATE OF anTION TO OE MONT ,. �;,p TION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation CHIEF MAMMAL AL OFFICER 06-09 -2009 EFFECTIVE DATE PERSON: FEIN: 08/09/2009 EXPIRATION DATE 06/09/2011 JIMENEZ ARIE- 020781701 BUSINESS NAME AND ADDRESS: TRIUMPH AC & REFRIGERATION CORP 8821 NW 112 TERRACE HIALEAH FL 33018 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED AC CONTRACTOR IMPORTANT: Pam to Chapter 448 - 05114 F.S. an affrcer of a corparalian oho elects exemption from this chapter by filing a 001118esie of election ostler this section may net recover Etta as compooselion wider this chaps Pmmt to Chapter 448.051121. F.S., Certificates of erection to be exempt-- apply enly within the scope et the business or trade listed ea the notice of electitm to he exempt Parsoant to Chapter 448.05113E F.S.. Notices of election to be exempt and certificates of or ebeclw to he agar shall be nhet to *on 0. sectle far issue of n Minn � � All revoke 8a cotbiica1a at failure of collar eeatRiwm ao Wager asap the rmivtrameots named on the certificate to oteet the requirements of this section. (ILIESTICWS? (660) 413 -1609 OWC -252 CERTIFICATE OF 13.EECEWN TO BE EXEtVPT REVISED 09-06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OP FL0RIDA DEPARTMENT OFRNANCIALSE cE8 Me e= OF WORKERS COMMIT= CONSTRUCTION INDUSTRY cERTIFIcATE OF ELECnois TOBEEXEMPT' FROM Pumice WORKERS ComPEMsAttort UAW EFFECTIVE 06/09/2009 EXPIRATION DATE: 06/09/2011 PpRSQNt ARIEL .JIMENEZ > 020781701 BUSINESS NAME AND ADDRESS: T w11P0 AC & REFRIGERATION CORP 8821 NW 112 T80RACE HIALEAH, EL MIA SCOPE OF B JSINESS OR TRADE 1- CERTIFIED AC CONTRACTOR r. Pursuant to Chapter 440.05Ii& . i.. officer of a corporation who elects exemption from this by fimg a certifit of election I- tmtder this section may not recover benefits compensation under this Dt Pursuant to Chapter 440.05117i, F.S.. Certificates of election to be E � exempt.. won m � of � buss or trade rusted en E Pursuant D chapter 440.00t13), F.S., Notices of election to be exempt and certificates of election to be exempt shin be subject to revocation it at any time after the 'filing of the notice or the issuance of the certificate the person Rafted an the notice or certificate no loth meats the reps of this Section for issuance of a certificate. The department shall revoke a certificate at any than for failure- of the parson named on the certificate to nit the requirements of this section. QUESTIONS? (851» 413 -16119 CUT HERE * Cary bottom portion on the job, keep upper portion for your records. OWC -252 CER11FRCATE OF ELECTION TO RE EXEMPT REVISER 09-06 MI E 1NTY TAX C LLECTOR 140 W. F GLE ~' ST. 1st FLOOR MIAMI, EFL 33130 2010 L CAL BUSINESS TAX RECEIPT 2011 MIAMI -DADEE COUNTY - STATE OF FLOC' A EXPIRES SEPT. 30, 2011 M c ; ST E { OSPLAYE J AT PLACE OF USINESS PURSUANT TO C UNTV COPE CHAS` TE ' 8 - ART. 9 & 10 THIS IS NOT A BELL -- 644143 -0 USNESS NAIVE / LOCATOON TRIUMPH AC & REFRIGERATION CORP 8821 NW 112 TERR 33018 HIALEAH GARDENS OWNER TRIUMPH AC & REFRIGERATION CORP Sec. Type of Business THIS Is 12y6 A K EC MECHANICAL CONTRACTOR BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE H41,PER FROM ANY OTHER,, PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 09/02/2010 60000000217 000045.00 SEE OTHER SIDE F1RST- CL SS U.S. POSTAGE PAID MIAMI, FL PE -? MIT N 231 DO NOT PAY RENEWAL RECEIPT NO. 670991-0 STATE# CAC1816229 WORKER /S 1 DO NOT FORWARD TRIUMPH AC & REFRIGERATION CORP ARIE.L JIMENEZ PRES 8821 NW 112 TERR HIALEAH GARDENS FL 33018 127 BATCH NUMBER 07/12/2010 1080.06826 CAC1816229 x The GLASS B :AI 2 CONDITIONING CONTRAOTOR Named below -IS CITIFIED` Under the provisions of 'Chapter, 489-FS. Expiration date: AUG 31, 2012 LO9C-508U'OIQ3 05/08/2009 080439119 QB665 7 =, The BUSINESS ORGANIZATION Named below IS QUALIFIED' Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2011 IS NOT A LICENSE TO PERFORM WORK. THIS ALLOWS COMPANY TO DO BUSINESS ONLY,XF IT HAS A QUALIFIER- TRIUMPH AC & REFRIGERATION CORP 8821 NW 112 TERRACE HIALEAH GARDENS FL 33.018 CHARLIE CRIST GOVERNOR • ``IPLAY AS REQUIRED BY LA CHARLESA SECRE.T2 Miami Shores Village „, i° Building Department -° 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): Azuo Lo 4 13Eusitof l4Q Ouu.) T?. Phone #: 3c6% I 4. 703e, Address' 9%2'3 If" fie• Rfl City: mla'W11 B�I�RP'�.S State: ! 1A Zip: g3128' its Tenant/Lessee Name: Email: esvKftCs1w e 4 rr ► Ne-t Phone #: JOB ADDRESS: Qgga% F.. 41" F n City: Miami Shores Folio/Parcel #: 11- 3aOfo - 01 unr Miami Dade Zip: 3313$' Is the Building Historically Designated:- Yes Flood Zone: CONTRACTOR: Company Name: RA IN Cb /9lC. .S e LJ / ehone #: 7 8'6-02 Address: ! 3 q t &J 7 5 ?- city: 14-I t (t e- t- k State: Z_ Qualifier Name: DE R C 7 A, State Certification or Registration'#". �q 1 l P ©8 8 Certificate of Competency #: Contact Phone #: 7 e6,- 9 60- Email Address: DESIGNER: Architect/Engineer: SiEljr. ©ejZt\ vuo Phone#: 305• Zip: 33DL 4' Phone #:7 5'6- -26o- 6.-?5 Value of Work for this Permit: $ 500 Square/Linear Footage of Work: Type of Work: °Address °Alteration ONew tepair/Replace Description of Work: 4_ E. 1Ai t,. 4C-P Uit$1T i ALL Alto tae. t ao - ML W e,! a11q 6177 °Demolition ous.-re. sru .t_ Liam -r41/4) Bt)t L1 :1 * ***** *** ** *fix ** * * ***** ********* * * *$x*$ **F ************* ***** ** ** * ******* * * * * *** **** *** Submittal Fee $ • Permit Fee $ / P vgaCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 4/4 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City state Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all wort 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 Y° 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 he ayproved and ' reinspection fee will be charged. Signature Owner or Agent Q The foregoing instrument was acknowledged before me this �) day of 4( 20 1( , by AM- "-O @ i1k21,t,.5✓ �l Z , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY ...::.!fir/ • .4?; rs,% ®tea" ; ao :° r If I ntt\" tans Examiner Contractor The foregoing instrument was acknowledged before me this 3 day of /41. �/? (`c, 20a, by 7-6-i? who is personallycnown to me or who has produced D, �/ as identification and who did take an oath. NOTARY PUBLIC: iliubliC State of Florida Jose R Gonzalo My Commissior. UU733816 Expires i3O,3 t , Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk NTY THIS IS NOT A BILL — 00 NOT PAY 635251 -2 RENEWAL BUSINESS NAME /LOCATION RECMPT NO. 661987-9 RAINBOW AIR CONDITIONING SERVICES STATE, CAC1816088 INC 1343 W 72 ST O 33014 HIALEAH RAINBOW of CONDITIONING SERVICE WORKER /S Sem $6A SAC ME I4ANICAL CONTRACTOR 1 BUSINESS TAN MEWL IT COES NOT MAST IKE ROUTER TO 'INMATE ANY r S REGULATORY OR YONNE LAWS OF MEE COUNTY OR =EL 000 DOES IT EXEMPT 100 HOLDER FROM ANT arm muff OR LICENSE MIMEO IST LAW. MOS OF THE ROLM'S =ALMA. FIRST-CLASS U.S. POSTAGE t PAW MIAMI, PERMIT NO. 231 p r rax 070/1270/9201P 11a 11 ll 11 11 I 1 111 11 1 11 11 0903001 111 „ 1 u1 11 1 11 11 11 11 111 us > 1r 1t t 1Mi 000045.00 111 00 NOT FORWARD RAINBOW AIR CONDITIONING SERVICES INC TERESA CATA PRES 1343 W 72 ST HIALEAH FL 33014 Ut+(U4f 4160 Ii its.0 CERTIFICATE OF LIABILITY INSURANCE m Litwin Insurance Agency, Inc 1216 E. Atbnt c Sou! lard, 5.sito62 Pompano i eaCt1, FL 330 9 TAI; (064) - 03441F8x (954) 630 -0370 mum ROW AIR CONDITIONING SER1i10E31NC. 1343 W. 72 ST, HIALEAH FL 33014 **e.iv r. UVlf4U1 DATEMSLItYTiMYY) 0312212611 - C IRCAT T AS A MA OF B6;ORRAT1ON ONLY AM) CONFERs 14 0 RIGHTS UPON THE CERTtWECATE HOLDER. THIS cERTiFICATE DES NUT ARM, EMEND OR ALTER Tia= COVERAGE AFFORDED BY THE P013 MOW. WORDING „ A• SEMINOLE D M/RANCE CO. NORMANDY HAMM 9 C: CCIYLRAc ES TI- EPOUq€ f$d_ i1AV Otft 0i4'iD It rimuot+ AfiOVEEOtTt Y iffi,41CTWM-IST1 ANY PEWRiasetr, IERS4ca COMMON OF ANY CONMN�A TOnOT1ER DOCUMENT totrali FetWEGITO WrgarrifiR t ROMEMAYREMI ED OR MAIPPIERTFIX71,EIA XCEAFFO Eilkilthe ! -EREtt l3Sii8IF_Ci`iflf�!! W CWSUCH POWs$. ANTE LiAIITS SOWN SAY HAVE KEN REDuca) BY PAID CLAM. 34 ice• .. t ' �:Yr COMBASUARLITY lPl tames X • . assmAL u5si r( SOL.- 0003074741 1213W2010 12/3012011 CLAMS AenaR r 7C 4`r,tiur sort Fiat Ltd • 100;000 36.O! COOMPLDUEUTY RmAUTO J ALL owe) AUTQ3 i1 SCHEMES AMOS t NM Nmowsiss &MS ispadtagAssisurf Oxus i _ J CLANS/ CIEDUtratE f Rellarros • 1 2 r�io-T (' -rat s 2�0OO,lD SWIM LEkST SOWN *MAW om* t MOM' SPersestasaS Y.E:A S At MINIT S.Y S It MUMS Ass •NPLerfasir LISSOM s ADff R thumbs mot 100188 1213112110 1213112011 IteNctiVISSI OPERATIONS l (Yt /005LUSSNSS MOM SM i WOW- NISMSSINS ERTIFICATE HOLDER CANCr.LLATm WAN SHORES VILLAGE BUILDH+1G DEPT FAX 305 -772 Mao nth 1315 AVE MIAMI RE3, FL 33133 Fax AGGRO 26 O1) sHauLDJUSWISILISsIsmosusscsaSsopetuseSseCAIMLISOMFOREMPZIPBRAMS SATH LINSISW. re Muse hiSSFER*N.L lausEMON Tti um. 30 am stssn1fs scassi ii sassmO eN0L 13 7OT4ISLEFT,BEtY ISICO SISSN . 610 OFl W I D U N nsA$ 1I Cot 1388-2009 1 The ACOM name ml !oat regkitssed ineo of! CORD TIOAL A &gide reamed. F TIVIEVYA APR 142.OU Effective March 1, 2009 APPENDIX 13 -D FORM 1100B-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the Florida Building Code, Residenfia( or Subchapter 13-6 of the Florida Building Code, Building may be demonstrated by the use of Form 11006 for single -and multiple - family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems In existing buildings, and site -added components of manufactured homes and manufactured buiidings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 11B-1 and at applicable mandatory requirements summarized in Table 11B-2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 orSubchapter 13 -6 of the applicable code. PROJECT NAME' AND ADDRESS: �Kib1 f.1. `�Gf1p61 BUILDER: h±/jd eir,Irz. -e0S PERMITTING OFFICE: ,�� II bit f , ( 13 / (�l IAA) i t 25 i<t 4 '� OWNER: /�,�,, 1 W4vl°I+s PERMIT NO.: 1 JURISDICTION NO 1. New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass areas in excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 11 B -1 on page 2). 2. Fill in all the applicable spaces of the "To Be Installed" column on "Table 11 B -1 with the information requested. All "To Be Installed" values must be equal to or more efficient han the required levels. 3.Complete page 1 based on the "To Be Installed" column information. 4. Read "Minimum Requirements for All Packages ", Table 11 B -2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. nstructlon, addition, or existing building mily detached or multiple- family attached family -No. of units covered by this submission ors ase? (yes/no) o r area (sq. ft.) centage of glass to floor area Floor type, area or perimeter, and insulation: a. Slab -on -grade (R- value) £ yCl 1,k, A %e.9 fec7 6 -I�l b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) xrxs 4c. 1:455t9 alf' 2. Wood frame (Insulation R- value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) E ,cr5- j I ) ,c,..6TD 11. Air distribution system: Duct Insulation, location Test report required if duct in unconditioned space i yt5 -)tiC) 12. Cooling system: C144 (Types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat Installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP -gas, solar, heat rec., ded. heat pump, other, none) Please Print 1. `C)y i rit:E( '0(474 2. GJ 114 „'AM 3. N/A 4. 1t6 5. Za9ri 1 raiL, EN-51 2�3 L 9e4 6a. P) - %, oav3+ir,1"i4J T 9 6b. 6c. '- %p sq. ft. 7. Z o•¢ 17 8a. R=0,104 lin.ft. 8b. R= -- sq. ft. 8c. R= _ sq.ft. 8d. R= -- sq. ft. 8e. R = sq. ft. 9a -1. R= K5'3 V -I 9a -2. R = i.(/ A _ 9b-1. R= Ufl 4 i.0 9b -2. R = sq.ft. sq. ft. sq.ft. sq.ft. 10a. R= ik1 Ar sq.ft. 10b. R= u$Lffci„rt zo j sq.ft. 110.13= 4 h.IS. 11 b.Test report attached? Yes V(r•, 12a. Type: .1?4 6 2., a to yr 12b. SEER/EER: 12c. Capacity: 13a. Type: 13b. HSPF /COP /AFUE: 13c. Capacity: Lif4�+J 14. Yes 6 iersf -1,S 15a. Type: PtikeriZie. , E.X751 15b. EF: 1A CK tit jJs 1i. 2 I hereby certify that the plans and specifications covered by the calculation are in compliance with the Flodda Energy de. PREPARED BY `t f,"0 4 d DATE: it I hereby certify that thLsbeildinc is in complian a Energy Code: I OWNER AGENT* DATE: 'NI It Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance In accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: 2007 FLORIDA BUILDING CODE - BUILDING 13 -D.23 • APPENDIX 13 -D * TABLE 118-1 MINIMUM REQUIREMENTS (See Note 1) All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- Factor = 0.65 SHGC = 0.35 %of CFA < =16% U- Factor = SHGC = %of CFA= Exterior door type Wood or insulated Type: Walls — Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wall: R -13 R-6 R-4 R -Value = R -Value = R -Value = Electric resistance heat (See Note 10) Not allowed N1106.AB.1.2.1 Ceilings (see Notes 3 & 4) R=30 R -Value = Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -Value = Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gal: EF = 0.90 40 gal: EF = 0.59 50 gal: EF = 0.58 Gallons = EF = Gallons = EF = Air conditioning systems (see Note 7) SEER = 13.0 SEER = Heat pump systems (see Note 8) SEER =13.0 HSPF =7.7 SEER = HSPF= Gas furnaces AFUE = 78% AFUE = Oil furnaces AFUE = 78% AFUE _ Programmable thermostat (see Note 10) Must be installed on all HVAC systems. Installed? Yes No Ductwork: (see Note 9) Unconditioned space° Conditioned space Unvented attic assembly per R806.4 with insulation at the roof plane R-6, TESTED NA R-4.2 Location: Unconditioned space R -Value = Test report: Conditioned space R -Value = (No test report required) Air Handler location: Unconditioned attic° or garage Conditioned space or Unvented attic assembly per R806.4 with insulation at the roof plane Requires test report No duct test required Location: Test report (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum /JFactor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under z 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be doublepaned or single paned with a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement (R -6) must be met except if at least 50% of the R -4 insulation value required for the "exterior of wall" is installed exterior of, or integral to the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Florida Building Code, Building or Table N1107.AB.3.2A of the Florida Building Coda, Residential (8) For all conventional units with capacities greater than 30,000 Btu /hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2B of the Florida Building Code, Building, or Table N1107.AB.3.2B of the Florida Building Code, Residential (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R -6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 11 B-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks NI106.AB.1.2 To be caulked, gasketed, weather - stripped or otherwise sealed. Exterior Windows & Doors N1106.AB.1.1 Max .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. is," Sole & Top Plates N1106.AB.1.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting N1108.A8.1.2.4 Type IC rated with no penetrations (two alternatives allowed). .17fi rr Multistory Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. i• Exhaust Fans N1106.AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. .t 4 i' Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. A ), 1-1 ri Swimming Pools & Spas NI 112.AB2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. AA. , 0 Hot Water Pipes N1112.AB.5 Insulation is required for hot water circulating systems (including heat recovery units). A % Shower Heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. Ay HVAC Duct Construction, Insulation &Installation N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in attics must be insulated to a minimum of R6. I t \N> HVAC Controls N1107.A8.2 Separate readily accessible manual or automatic thermostat for each system. 13 -D.24 2007 FLORIDA BUILDING CODE — BUILDING MIAMI- COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAME DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER S'1'REET,SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www .mlamidade.uaov�buu'l�Iinaogde PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is ring issued under the applicable rules and regulations governing the use of construction materials. The documntation submittal has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance proposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable budding code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-710" Aluminum Horhont i Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 0411512007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the pe rforunance of this product. TERMINATION of this NOA will occur after tlx 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 No. 06- 0405.06 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 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -14, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. r 1`L- 5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F114-4859, L -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Pe Product Control !�"�: NOA No 01 1.09 Expiration Date: December 21,2011 Approval. Date: January 03, 2008 PGT Industries, Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07 /18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.OLAZINO OPTIONS: (SEE DETAILS ON SHEET 2) A. 8118" LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER B. 6416" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/18" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/18° LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS VI M1 AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 0.13110° LAMI 10: (1) UTE OF 1/8" OR 3/18° ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/18° ANNEALED (MIN.) GLASS, 5/18° OR 3/8° AIR SPACE AND 6/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/18' LAMI I0: (1) LITE OF 1/8° OR 3/18" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5118' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18' LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/18" OR 114' AIR SPACE AND 7/18° LAMI CONSISTING OF (2) UTES OF 3/15" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18° LAMI 10: (1) LITE OF 1/8" OR 3/18' ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, L 13/16" LAM110: (1) UTE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX CO XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. g. REFERENCES: TEST REPORTS FTL -4858, FTI. -4859 AND FTL -5330. ELCO TEXTRON NOA: 044721.01, 03-0225.06 ANSI/AF$PA NDS -2005 FOR WOOD CONSTRUCTION ADM 2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CIKT;FQATI,O.j411(d(JNG THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). T, ; ; ;., ^, .. '.t, 4- FK. 4/15!07 fiseklatts C ADD FTL -5330 TO NOTES 7 & CHO. NOTE8 TO CURRENT EDIT. F.K max F.K Dom Sr F.K. 10/17/08 5113106 1!28/08 B A O"aomuer: CHANGE TO ASTM E 1300-02 ADD AIR SPACE DIM. NOTE 1, TECH. REF NOTE 76 NOTE 5. 3123105 1070TECINOLOOY DRIVE 80K0108, P1. 34278 P.0. 30X 1628 NOKOMIS, FL 34274 V(JIbly Better GENERAL J`JE'S-1 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 8 HORIZ, SECTIONS 8 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT °.ne.,ea6.e HR710 NTS 1 . 11 4127 -10 Apr c PRODUCT REVISED as complying with t8 Honda 97114183 COde AOrapsetme No _ 0 1/2° NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 8/18" NOM. 6/16" LAMINATED GLASS `3 EXTERIOR INTERIOR 1 (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5116° LAMINATED 5/18" OR 3/8° AIR SPACE 1/8" OR 3/18" ANNEALED (MIN.) GLASS 13/18' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 3/16" OR 1/4° AIR SPACE 1/8" or 3/18" ANNEALED (MIN.) GLASS 13/18° NOM. 13/16" LAMI 1G GLASS W/ 7/16" LAMI PRODUCT REVISED as eompi /iag with du Florida Be3dlog Code Aweptea3No ingion note FJC. 4/15/07 FJ Riled 14c IC Rawl 13x ash. 5/13/06 Oa. tA: tabs F.K. 2/26/06 F. oa 10/17/06 C NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. Tp IAMI IG DETAILS R°rfe"na 6 ems a Ch.mwDir t J.J. 3/23/06 1070 TEOHNOL00Y DRIVE NOKOMIS, FL 34TB P.O. 39X 1628 NOKOMIS, FL 34274 Y[.16Ly Batter GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ParballIobt HR710 Full D 2 11 4127 -10 C ///k b / / rt L Clark, P.E. PE #38712 Struchnai TABLE 1. XOX (114,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 38" 38 318" 48" 50 5/8" 84" 60" 83" 84" A,B,G,H +80.0 -60.0 +80.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 98" A,B,G,H +60.0 -60.0 +80.0 -60.0 +80.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +58.8 -58.8 +56.2 -56.2 108 3/8" A,B,G,H +60.0 -60.0 +60.0 -60,0 +60.0 -80.0 +60.0 -60,0 +60.0 -60.0 +80.0 -60.0 +55.2 -55.2 +523 -523 108" A,B,G,H +80.0 -60.0 +60.0 -60.0 +80.0 -80.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +64.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -80.0 +60.0 40.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.8 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D E,F, J■K,L +75,0 -75.0 TABLE 2. XOX (113,1134/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7 /18" A,B,D, G,H,l +60.0 -60:0 70 86 7118" D'E F' J,K,L +75.0 -75.0 TABLE 3. 0 AND 2L2 FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 80" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 r'°'.;",%masa> Bullz.,,a3 with Out Florida Acceptance No07., . 88" A,B,G,H +78.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -7$.0 +75.0 -75.0 +74,2 -74.2 +70.2 -70,2 NEM A,B,d,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 etalim +85.2 -65.2 74" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +68.1 -88.1 +63.8 -63,8 UP TO 74" /A4,B,�3,�H L 4 F, I,J,K, L .. +75.0 -75.0 sr,,'.:! ( ` ;: oir ' " GLASS TYPES: TEST REPORT F11-4858 (XOX), FTL-4859 (OX III )(0) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/18" HS, .090, 3/16" HS) G. 13/16" LAMI 10 -118" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1/8 "A) H. 13/18" LAMI 10 -1/8" OR 3/18"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A„090,1/81-16) L 13/16" LAMI 10 -1/8" OR 3/16"A, 5/18" OR 3/8" AIR SPACE, 5/18" LAMI - (1 /8"HS, .090,1/8"18) J. 13/16" LAMI 13-1/8" OR 3/18 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3118"A, .090, 3116"A) K. 13/16" LAMI 13 -1/8" OR 3/18 "A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3/18 "HS) L 13/16" LANG-1/8" OR 3/18 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16"HS) ��d Robert L. Clark, P.E. PE e3S712 S Structural F.E. 4195/07 C ADD ll &uP00TEASTME1300-02OPa 107NOKOMI GLOW URNS wONOM13, FL34275 P.O. BOX 1528 NOKOMIS, FL 34274 �.r SIGN PRESSURE$ ALUM. HORIZONTAL ROLLER WINDOW, IMPACT r.� �J - on lag � DPP ALFESTP1ON REVISE TO t30p-02 WM 8!13/05 AAA DIMENSION GLASS TYPES O THRU L. F.IC 08 X J.J. AIR SPACE 33/ 2 visibly Better s''''''46** HR7t0 am,z NTS oboe 3 m 11 o"am+m 4127 -10 a r C 273/8° + MAX. DLO —.- VENT 54 6/18° MAX. DLO FIXED 0 110° MAX WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME A 67 3/8" MAX DLO ALL FIXED LITES DETAIL B - XOX (1/4- 1/2 -1/4) 33 8/16° MAX 33 6/18° MAX DLO FUND C� j DLO VENT X C 73° MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO A 56° MAX DLO ALL VENTS 82° MAX I.F. FRAME ALL CONFIG. 63° MAX FLANGE FRAME ALL CONFIG. B 273/8° MAX DLO VENT 27 3/8° MAX DLO FIXED Rml 8 06 ° MAX. WIDTH I.F. FRAME —"1 e 7/18° MAX WIDTH FLANGE 7/16 FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL VIEW D-D Q (FRAME CORNER CONSTRUCTION) pr..')1 1ICr REVISED with too Flom& Ccdo Aco: two No 0 uauon Dato grni111} APO INTEGRA]. FIN FRAME F.K 4/15/07 C CONSTRUCTION DETAIL FROM &HT. DIMENSIONS ANU CORNER Oellr R°r>,a.. 10/17/08 B NO CHANGE THIS SHEET n°rmar F.K. eeroteg tkramBr F.14 F.K. 20/&V8 Dew 8/13/08 tbrlikra A NOOFIANOE THIS SHEET tlmAmtl8y Oats: J.J. 3 3 /13/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3427S P.O. SOX 1028 NOKOMIS, FL 84274 ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Beuer, HR710 NTS 4 m 11 emu.. 4127 -10 EXTERIOR i-.-- MAX. FIXED DLO --� MAX. WIDTH (FLANGE FRAME)), SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX, HEIGHT FLANGE FRAME INTERIOR .w,.....m 171 i rm III 1-- MAX. FIXED DLO --I MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIFRAME) EXTERIOR INTERIOR SECTION C-C Q Q SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME), (VERTICAL SECTION, I.F. FRAME) Modgr wrc Antra. Alt: 4116/07 C ADO INTEGRAL FIN FRAME ITEMS 41,42 AAV 43AND VIEWS. Road e1? flak RMhdus F.K. 10/77/00 8 NO CHANGE MS SHEET FIG 6/19108 A NO CHANGE THIS SHEET u.e.ex om on..j. F.K. 2/28106 J.J. 329/06 1770 TECHNOLOGY DRIVE NOKOMIS, 71. 34275 P.O.8QX 100 NOKOMIS, FL 94274 EIGT Vttrb$ Better SECTIONS Talec ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sae.,moavn etc Hwra 5 - 11 Ha f Onewlagft 4127 -10 l C PawDUCTP1BV1s® as crompFxiag with the monde Eva".dt;.;, Cads Acca.,:cace No Date f3 ,p1411.421F" a l /7117//: #617 . lerk, P.E. PE 429112 StructuraI REV DESCRIPTION MAIL Ifl�IVI DWG# PC'ilM ITEM DWG# REIN DESCRIPTION 1 MAIL 1 POD 1 4102 A FLANCBEFRAMEHEAD 6063-T6 AL 612237 66 Ci<ASS" 13/16" LAMI I41/8 "A 3 /8"AIR SPACE, 5/16" LAMI (1 /8"A, PV13 1 /8 "A) 2 4025 SASH STOP STD.) (ANTI LIFT CLIP) ( 6063 -T5 AL 612244 67 " .090 13/16" LAMI IG•1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, PV13,1 /8"HS) #8 X 314 PH. PAN HEAD 7834AA 68 " .090 13/16" LAMI K3-1/8"A, 3/8" AIR SPACE, 5/16" LAMI (118 "HS, PVB, 1/8"HS) 4 4053 SAS1 STOP COVER (SASH STOP) 6063 -T5 AL 69 " .09O 13/16" IAMHO- 3/16"A, 5116" AIRSPACE, 5/16" LAMI (1/8"A, PVB,1 /8 "A) 6 4136 FIAN( FRAME SILL 6063 -T6 AL 64136 70 " .090 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI "A, PVB, 1/8"HS) 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 /118 .090 13/16" LAMI ICS. 3116 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8"13 PVB, 1/8 "HS) 8 4131 ROLLER TRACK 6063 -T6AL 64131 72 " .090 13/16" IAMI 10-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, PVB, 3/16"A) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 " .090 13/16" LAMI IG- 1/8 "A,1 /4" AIR SPAC 7/16" LAMI (3/16 "A, PVB, 3/16"14S) 12 1626 ADHESIVE OPEN CELLFOAMPAD 7PAD1626 74 .090 13/ 16" LAMIIG- 1/ 8" A, 1/ 4" AAt SPACE, 7/ 16 " LANE (3/16"18,.090PVB,3/16"11S) 13 4002 A FLANGEFRAME JAMB 6063 -T6 AL 612225 75 " 13/16" LAMI IG-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, PVB 3/16"A) 14 4134 GASKET FORMAIN FRAME SRL JOINT 74134W/K 76 " .090 1 3116" LAIvII I(3. 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, 3/16"18) 15 1155 #8 X 1.000 QUAD PN. SMS 761PQA 641100 77 .090PVB, 13/16" LAMI I0•3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, PVB; 3/16 "HS) 16 4110 0 SCREEN ADAPTOR - 6063 -T5 AL 90 1014 SCREEN FRAME (HOR. & VER.) .090 3105 -H14 AL 17 4054 B FI3®MEEFINQRAIL 6063HD•T6AL 64054A 91 1630 SCREEN CORNERKEY W/RINGS POLYPROP. 19 4066 WSTP „.187 X.230, FIN SEAL 640660 92 1631 SCREEN CORNERKEYW /OUT RINGS POLYPROP. 21 4105 SASHTOP &BOTTOM RAIL 6063 -TS AL 612240 93 1073 SCRED1 SPRANG ST.ST. 22 1683 WSTP.,.250 X,270 BACK, FIN SEAL 616830 42112HD 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 23 225-1 ROLLERHOUSANG& QflDB 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 24 226 HRASS ROLLER WHEELS BRASS 7BRWHL2 96 SCREEN CLOTH 29 4128 HORIZONTAL ROLLER SASH TOP (RJIPE POLYPROP. 44128N 32 4006 D SASHMEEI1NGRAIL 6063HS -T6 AL 64006 33 1235 WSTP,.170X.270 BACK, FIN SEAL 67S160 2.710 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH. PL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP .250 X .270 BACK, FIN SEAL 616830 2.824 39 7070 BULB WEAL 2STRIP.187X.275 67070K ! 40 LIFT RAIL COVER CAP 74078"C"LORR 41 4139 I.P. FRAME HEAD 6063 -T6 AL 64139 ® 41 I.F. FRAME HEAD 42 4140 I.F. FRAME SILL 6063 -T6 AL 64140 43 50 4141 I.F. FRAME IAMB 6063 -T6 AL CI AZINGSILIC ONE,DOW 899, 995OREQUIVALE T 64141 a413e, 6063-T6 PRODUCT REVISED as complying with Ma Florida Building Coda A`w aaca No P '/E .- �� a"� "`'. 51 1224 VINYL CLAZ1NGBEAD BULB (TIECK) 6TP247W,K • • `T 52 1225 VINYL C AZ1NGBPADHULH ST 6TP248K 53 4039 B C$AZINGBEAD - 5/16” 6063 -TS AL 64039B 2.784 54 4044 B GI AZINOBEAD - 5/16" W/Q UL K1T 6063 -TS AL 644703 55 4222 A G AZINOBEAD - 7/16" 6063-T5 AL 64222 .082 3.162 56 . 985 C CLAZINGBEAD - 7/16" w /(Rll LKIT 6063 -T5 AL 6985 888 59" 4067 C AZINGBEA.D - 13/16" 6063 -T5 AI, 64067 60 GLASS, 5/16' LAME (1/8" A, .090 PVB,1 /8" A) 43 I.F. FRAME JAMB �'" . -- 61 " 5/16' LAMI Q /8" A,.090 PVB,1 /8" HS) A, #4141.6063 -T6 �° 0-7 L. Clark, P.E. PE 39712 62 " 5/16" LAMI (1/8" 11S-090 PVB,1/8" HS) 63 " 7116" LAMI (3/16" A, .090 PVB, 3/16" A) 64 " 7116" LAMI (3/16" A, .090 PVB, 3/16" HS) 710 42 F. FRAME SILL L 65 " 7/16" LAME /16" HS 3/16" Ai .090PVB, ,,,; #4140,8083 -T6 411$167 C..: ADDITEM3A1,42869 1070 TECHNOLOGY ORNE NOAOMI8, FL34278 P.O. BOX 1828 NOKOAII8. Fl.. 34274 PARTS LIST avert": F.IC Rrise814 F.K. wpm 10/17/00 Ma &M3/X 8 fkrokdonlc A - - NO CHANGE THIS SHEET ADD SPACE DIMENSIONS f77?M3 6 THRU 77. Tai ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Ol Mfa" F.K. Omar 2/28/06 Checked* J.J. 3113106 3 l�itl6ly Better s« tIR710 Some NTS mm 8 m 11 da".p"u. 4127 -10 C O FLANGE FRAME HEAD 54102A, 808346 r�1451 SASH STOP 54025, 6083-T5 - �M.348+1 0 SASH TOP at BOTTOM RAIL 54133,8083-T5 rk .8 1.996 1 O GLAZING BEAD, 5116" 54044B, 606345 (USED W/ GRILL KIT) 1.22 O FLANGE FRAME SILL #4138, 6063 -T6 .081 481 Q HORIZ. ROLLER TRACK 54131, 6083-T8 2 1.081 32 SASH MTG. RAIL 5400815, 6063146-T8 r Fva. .878 1.098 -4"—+ I 55 GLAZING BEAD 7 /16" #4222A, 6083-78 1.187 I-- 3.90 0 FRAME SILL ADAPTER �\:: // #4137, 606376 1. 8 I*- 1.403 17 FIXED M6,EETING 6063HD -T6 RAIL #4084 297+1 SASH SIDE RAIL 54126,8083 -15 .050 878 1.115 1 56 GLAZING BEAD, 7/16" 59850,6063 -T5 (USED W/ GRILL KIT) .73"8 � I O SAH S STOP COVER 54053, 6083-T5 13 FLANGE FRAME JAMB 54002A, 608348 1.098 1 -1 53 GLAZING B 5/16" 54039B,8083 -T5 .863 -� 4-1.097 59 GLAZING BEAD, 13/16" 44087, 6063 -T5 YRODUCr REVISED s implying whb the Florida EtdldinS Coda AaceptancoNoe3 Expiration Data Rwder Date: gat*a F.K 4/95109 C NO CHANGE TH78 SHEET Read Br. W Rmeex F.K 10/17/05 B NO CHANGE THIS SHEET RSIWOX Ofd4 n.da= F.K. SUM A NO CHANGE MS SHEET near ✓ a. Checked* Ltbr F.K 2/28/08 J. J. 8/23/06 1070 TECHNOLOGY DRIVE 001(0108, FL 34278 P.0 8Q %1828 NOKOI.tl& FL 34274 P4 GT Visibly Better EXTRUSIONS 1e ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R"msfacrat• HR710 scar Half 7 m 11 Gmbg Ra 4127 -10 C rA/7 Robert L. C1w1,, P.E. PE 232712 Structural ANCHOR QUANTITIES, XOX (114.1/21/4)WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO 8S4 CRETE -FLEX 3 - /112 STEEL SCREWS (05) GLASS TYPES A,B4O,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC &SUBSTRATE 2ii °- -. 1. Xi (,... 7- e 4 c F °F: WINDOW aia I 1 j HEAD & SILL HEAD & SILL HEAD & S I L L � HEAD & SILL HEAD & SILL 1 HEAD & SU.I. ; 2. GLA. ASS TYPES_ (1/8' A,.090,1/8' A) B. 8/18° LAMI - (V8' 4,490,1/8° HS) 53.126x 38.375 1 +02+1 +02+1 2 1+02 +1+02+1 2 1 +02+1 +02+1 2 1 +02+1 +02 +1 2 1+02+1 +02 +1 2 1+02 +1 +02+1 2 D. 7/18' LAMI - (1/8° HS,.0�,1JB° M8) D. 7/16° LAMI - (3118° /4.080, 3118' A) 48.060 1 +02+1 +02+1 [1 1+02 +1 +02+1 [1 1 +102 +1+02+1 [1 1+02+1 +02+1 [1 1 +02 +1+02+1 ©1+( +1 +02 +1 3 E. 7/18° LAMI - (3/18" A,.090, 3/16° HS) 50.625 1 +02+1 +02+1 3 1+02+1+02+1 3 1+02+1+02+1 1 +02+1 +0$ +1 3 1 +102 +1 +f +1 3 1+(x+1+ +1 3 F. 7 /16" LAMI - (3/18° HS,.090, 3116° HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 6/18° OR 318' SPACE, 54.060 1 +02 +1 +02+1 3 1 +02 +1+02+1 3 1 +02 +1 +02+1 1 +02 +1+ 02+1 3 1 +(� +1+02+1 3 1 +102 +1+02 +1 6/16" LAMI - (1 /W 4,.090,1/W A) 3 H. 13/16" LAMI 10 -1/8' OR 3 /16° A, 5/18° OR 3/8" SPACE, 6/16" LAMI - (1/8° A,.090, 1/8' HS) 60.Q60 1 +02+1 +102+1 3 1 +02+1 +0 +1 9 1 +102 +1+02+1 1 +02+1 +02+1 3 1+02+1 +( +1 3 1 +02+1 +(S +1 3 I. 13/18° LAMI IG -1/B° OR 3/16° A, 6118' OR 3/8° SPACE, 6/18° LAMI - (1/8° H3,.0S0,1/W HS) J. 13/18° LAMI IG -1/8° OR 3/18" A. 3/18° OR 114" 63.000 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1+02+1 1 +02+1 +02 +1 3 1+02+1 +0 +1 3 1 +03+1 +03+1 SPACE, 7/18° LAW - (3/18" A,JI901, 3/18° A) 3 K 13/16' LAMI 10 - 1/8" OR 3/16' A, 3/18° OR 1/4" SPACE, 7/16° LAMI - (3/16° A,.090, 3/16" HS) 60.000 x 38.376 1+02+1+02+1 2 1 +02+1 +02+1 2 1 +02+1+02+1 1+02 +1 +02 +1 2 1 +02+1 +02+1 2 1 +02 +2 +02+1 2 L. 13/18° LAMI 10 -1/8° OR 3118° A, 3/18° OR 114° SPACE, 7M8° LAMI - (3/18° HB,.�, 3118° HS) 48.000 1 +02+1 +02+1 3 1 +02+1+02+1 3 1+02 +1 +02+1 1+02+1+02+1 3 1+02+1+02+1 3 1 +02 +2+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.825 1 +02 +1 +iD2+1 [1 1 +0+1+02+1 [1 1 +0 2 +1 +02+1 [1 1 +02+1 +02+1 [1 1 +02 +1+02 +1 [1 1+02 +2+02 +1 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 84.000 1+02 +1 +0 +1 1 +0.2+1+02 +1 1 +02 +1+02+1 B 1 +02+1+02+1 1+02 +1 +02+1 1 +02 +2 +02+1 3 HEAD & SILL: 1016 MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 60060 1+0d +1 +02 +1 1+02+1+02 +1 1+02+1+02+1 1+02+1 +02+181 +Ca +1+02 +181 +03+2+03+1 3 28 3/4" MAX FROM CORNERS. JAMBS: 8' MAX FROM CORNERS 83.000 1 +02+1+02+1 ®1+02+1 +02+1 [1 1+02+1 +02+1 a 1+ 02+1 +02+1 [1 1 +03+1 +020 [1 1 +0 .2+p+1 AND 221/2' MAX O.C. 3 TABLE my, 74.000 x3&378 48.600 50.825 1+02+2 +02 +1 1 +02 +2 +102 +1®1+02+1 1K2+2 +02 +1®1+02 ® 1 +02+1 +02+1E1 +02 +1 +1+02+1 1+02+2+02+1 x'1 +02+2 +02+1[1 1+02 +2+02 +1021 +02 +2 +02 +1 2 X Q X ®1 +02+2+02+1 ©1 +[2+2+02+1 [1 1+0t +2 +0 2 +1 [1 1+02+2+02+1 Q 1 +01 +2 +02 +1 [1 1+02+2+02+1 ®1 +0:2 +2+02+1 [1 1 +0+2+02+1 3 1+03+4+03+1! 3 J '- - ANCHOR QUANTITY PER JAMB 3 f HEAD AND 9122 ANCHOR QUANTITY. 54.600 1+02+2+02+1E1 1+02+1+02 +1 [1 1 +0:2+2+02 +1 [1 1 +0+2+02+1 [1 1+= +2 +02+1 [1 1+03+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED 60.000 1+(3+2 +02+1 [1 1 +02+1+02 +1 [1 1+01+2+02 +1 [1 1+0 +24,02 +1 [1 1+02 +2+02 +1 [1 1aCa+2tC3+1 AT EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 83.600 1+02+2+02+1 1+03 +1+02+1 1+03+2+(3+1 1 +03+2+03+1 1 +0 2 +2+02+1 1 +03+2 +03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000x 38.375 1 +02+2+02+1 1 +02+2+02 +1 1 +0 2 +2+02 +1 1 +02 +2+02+1 1 +02+2 +02+1 1 +02+3+02+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.060 1 +02+2 +02+1 1 +02+2+02+1 1+02+2+02+1 1+02 +2+02+1 1 +02+2 +02+1 1 +03+3+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 60.825 1 +02+2 +02+1 1 +02+2 +02+1 1 +02+2+02+1 1+02+2+02+1 1 +02+2+02+1 1+03+3+03+1 3 54.000 1 +02+2 +02 +1 [1 1 +02 +2 +02+1 [1 1+02+2 +02+1 [1 1+02+2 +02+1 [1 1 +02+2 +02 +1 [1 1+04 +3+044+1 3 zs 3/02° 1 1 -"11"" 3 "MIN. 1 ti1 60.000 1 +02 +2+03 +1 [1 1+02+2 +102 +1 [1 1 +03 +2 +03+1 [1 1+03+2+03+1 [1 1 +02+2+0 2+1 [1 1 +04+3+04 +1 3 L VISED PRODUCT REVISED m io;P fy:n;, with the Plaids lA`. -, :;adc Aw�:isncallo - .., .og p 0 °�t0 F 1171 _r i e • .. w} °. 83.000 1+02+2 +(3+1 © 1 +03 +2 +02 +1 ©1 +03+2 +,;+1 (; [1 1 +03+2+03 +1 [1 1+02 +2 +02+1 © 1 +104 +3 +04+1 3 8° R EF. X 1 1 p x_ 103.376x 38.375 1 +02+2 +02+1 [1 1+02 +2+0 +1 [1 1 +02+3 +03+1 [1 1 +02 +3+02+1 [1 1+02 +3+02+1 [1 1 +02+4+02+1 2 -' 48.000 1+02+3+02+1 [1 1+02+2+02 +1 [1 1 +03+3 +03+1 © 1 +03+3 +03+1 [1 1 +(3+3+02 +1 ® 1+03 +4 +03+1 3 MTG. RAIL, TYP.� 51626 1 +02+3+02+1 [1 1 +03+2+02 +1 [1 1 +(3+3+03+1 © 1 +03+3+03+1 ® 1 +03+3+03+1 © 1 +03+4 +03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 64.060 1 +03+3+03+1 [1 1+03+2+102+1 [1 1 +03+3+03+1 [1 1 +03+3+433+1 [1 1+03+3+03+1 CI= 3 (SHOWN IN TABLE KEY ABOVE) 00060 1+03+3+03+1 [1 1 +02+2 +02+1 [1 1 + C 4 + 3 + 0 4 + 1 [1 [1 1 +03+3+03+1 [1 3 03.000 1 +03+3+03+1 1 +03 +2 +02+1 1+04+3+04 +1 1 +04 +3+07+1 1 +04 +3+04+1 1 +08+4 08+1 3 26 3/4" MAX 111.600x 38.375 1+02 +3+02+1 1 +02+2+2+1 8 1 +02 +3+02+1 8 103 +3+02+18 1 +02 +3+02+1 8 1+03+4+02 +1 2 f -...0....,-1-+-1 1/2°TYP. F�-3" MIN. 48.000 1+02 +3+02 +1 [1 1 +03+2+02 +1 [1 1 +03+3+03+1 pi +03+3+03+1 [1 1 +(3+3+0:2+1 [1 1 +03+4+(3+1 �J,�.. /// f" A%7 Robert L Clark P.E. PE #39712 66039712 3 REF 11,M 1 1 1 0 4141 1 60.625 1 +02+3+02+1 3 1 +02+2 +02+1 1+03+3+03+1 1+03 +3+03+1 1 +03+3+03+1 1 +03+4+03 +1 3 1 X 0 X 64.060 1 +03+3+03+1 3 1 +02+2+02+1 1+03+3 +03+1 1 +03 +3+03+1 1+03+3 +03+1 1 +0A +4 +04+1 3 .•� 60.000 1 +03+3+03+1 3 1+02+2+02+1 1+04+3+04+1 1+04+3+04+1 1+03+3+03+1 1 +04+4 +04+1 3 MTG. RAIL,TYR. -T� 83.E 1+03+3+03+1 [1 1 +(3 +2 +02 +1 [1II[1 iifi [1I[1 1+05+4+05+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS F1C 4n6107 .... UPOATE TABLE a , SELECT VALUES DUE TO ANCHOR CAR AOJ I NNO4OGY NOKOMIS, FL 34278 F.O. S9X 1828 NOKOMIS, FL 34274 ANCHORAGE SPACING, XOX (1/4-1/2-1/4) rre F.K ROW* FR 10117/ 0,44 5/13106 REVISE ANCHORAGE FORMAT HEAD& SAL MUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L Imo ALUM. HORIZONTAL ROLLER WINDOW, IMPACT :. RR 2 voio8 023' 3123/08 Visibly Better S° HR710 NTS a 8 m 11 u om 4127 -10 C ANCHOR gUANm1ES. NOR "(1 /34/3113 WINDOWS TABLE a NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114° ELCO S$4 CRETE -FLEX 3 - 412 STEEL SCREWS (05) GLASS TypES A,B,G,H GLASS TYPES 0,D,E,F,1,J,K, L ANCHOR TYPE & SUBSTRATE! 2,3, WOOD 2, CONC 1, CONO 2,3, WODD 2, 00N0 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINIDOW 8I HEAD & BILL LI HEAD & SILL HEAD & 8I.L HEAD & SILL II HEADS SILL HEAD & SILL TYPES: Z. B. GLASS / LAMI - (1/8" 1/8" A,.080,1/8° A) 48.000x3 &375 48.00 60,326 64,010 80.000 83.000 1 +C2 +1 1 [1 1+03+1 +02 +1 B 1 +C2 +1 +q+1® 1 +C2 +1 +02+1 0 1 +C2 +1 +C2 +1 (11 +02+1+02+10 +C2+1 +02 +1 C. 5/18" LAMI - (1/8° HS,.090, l/8' HS) D. 7/18° LAMI - (3/18° A,.090, 3118° A) © E. 7M6" LAMI - (3/18° A,.080, 3118" HS) 1 +C2 +l+C2 +101 +02 +1+02+101 +02+1 +C2 +10 1+02 +1 +02 +10 1 +02+1 +c2 +101 1 +02 +1+02+101 +(2 +1+02 +1 [1 1 +C2 +1+02 +1 [1 1 +02 +1+02 +1 ®1 +C2+1 +0241 ®1 +C2k+1 +C2 +1® F. 7/16" LAMI - (3/16" HS,.000, 3/18° HS) 1 +C2 +1 +C2+181 +02+1 +02 +1 1 +(x41 +C2 +18 1+(x+1+02 +181 +C2 +1 +C2 +181+0,2 +1 +03+1 0.13/16" LAMI a -1/8" OR 3/16" A, 6 /16" OR 3/8° SPACE, 5/16" LAMI +(118° A,.080,1/8° A) 1 +02+1 +02 +1 1 +02+1+02+1 B 1+02 +1+02 +1 1+02+1+01 +1 1 +C2+1 +02 +1 1+02+1 +C2+1 H. 13/16° LAM' IG -1/8" OR 3M8° A, 6/18° OR 3r SPACE, 6/18° LAMI-(1/8° A,.090,1/8" HS) B I. 13/18° LAMI IO.118° OR 3/16" A, 6/16" OR 318" SPACE, SM8° LAMI 1+02 +1 +02+1 dam® 1 +t2 +1 +02+1 13 w w 0 0 1 +03021 +03+1 - (1/8" A,.09 0,1/8" HS) 13 J. 13/16° LAMI IG -1/8° OR 3116° A, 3/16" OR 1/4" SPACE, 7/1r LAMI - (3116" A,.090, 3/16° A) 53.125x 35378 48.000 60.625 54,000 60.000 63.000 1+02+1 +C2 +101+(x+1+02 +101 +C2+1 +p +10 1+02+1 +C2 +101 +02 +1 +02 +101 +02+1 +02+10 K. 13/16° LAMI'0 -1/8° OR 3/16°A, 3/18° OR 1/4° SPACE, 7/18" LAMI - (3/16' A,.090, 3/18° HS) 14(x+1 +02+10 1 +02 +1 +C2 +101 +02 +1 +02+1131 +02+1+02 +1 13 1+02 +1 +tat +101 +C2 +1 +0x+1© 1 +0x+1 +02+1® L. 13/16° LAMI I0 - 1/8" OR 3/18° A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/18" HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+tni+1 +02+101 +02 +1+02 +110 1+02 +1 +02+10 1 +C2 +1+02 +1 13 1 +C2 +1 +C2 +1 E1 1+02 +1 +02 +1 ®1 +C2 +1+02 +1 101 +02 +1 +02+1 ©1 +C2 +1+02 +101 +02 +1 +C2 +1 (11 +02 +1+x+10 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1+02+1 10 1 +02 +1 +02+113 1 +02 +1+02 +1 Q 1+02+1+02 +101 +0 2+1 +02 +101 +03+1 +C3+10 +03+1 +03+113 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL. CENTERLINE 26 3J4" FROM ®®13 ©131 60,000x 38.375 48000 60.825 54.000 60.000 63.0100 1+01 +1 +02 +1 1 +02 +1+00 +1 ® � 1+ 2 +1 +0x+1 � 1 +00+1 +0x+1 1 +02 +1 +0241 � 0 1+(2+1+0x+1. MAX. FR. CORNERS ® JAMBS: 9° . FROM CORNERS AND 22 1/2° MAX. O.C. 1 +C1 +1+02 +1El 1+02+1+02+ ©1 +02 +1 +02+1 ® 1+02 +1+02 +1 ®1 +02+1 +C2+1 © 1+4x+1 +02 +1 ® TABLE KEY: X O X 1 +02+1+02 +101 1 +02 +1 +C2 +1 +02 +1 w 101+02 ®1 +02+1+02+101 ++1© 1 +03 +t2 +1+02 +101+02+1 1+02 +1+02+101+02 +C2 +1 +1+02+101 ®1 +02 +1+02+1®1+03+1+03+1© +C2 +1 +02+10 11+C3+1+03+11 3 k -- ANCHOR QUANTITY PER JAMB 1 +02 +1 +02 +1 0 1 +02 +1 +02 +1 0 1+02 +1+0x+1 ® 1+02+1 +02+10 1 +02+1 +C2 +1 0 1 +03+1 +03+1 0 I HEAD AND 8122 ANCHOR QUANLTTTIES =Mal 1 +02+1+02 +101 +02 +1 +02 +113 1 +02+1+03+1 ®1 +02+1 +t2 +1131 1 +02+1 +0 2 +1 � ® +C3 +1 +03+113 1 +02+1 +C2 +1 68,000x 3E376 48 040 60.626 54.000 now 83.000 1+02 +1 +02+1 1 +C2 +1+02+1 0 � 102+1 +02 +1 � +02 +1 +t2 +1 ® A LEACH MEETING ANCHORS CENTERED ON EACH MEE77N0 RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. 0.C. ANCHOR SPACING) "MAX 1 +C2 +1 +42 +101 +C2 +1 +0241(1 1+02+1 +02 +1® 1 +02+1 +t2 +101 +C2 +1 +C2 +1131 +G2 +1 +C2 +113 1 +02 +1 +02 +101 +02 +1 +02 +1 (11 +02 +1 +G2 +1131 +132 +1+CE +1 (11 +(2 +1 +02 +1 El 1 +02+1+03+1© 1+02+1 +02 +1131 +02 +1 +02+101+02+1 +C2 +1© 1+02+1+02 +101+02 +1 +02+101 +03+1 +03+1 EI 1402 +1 +0x+1®1+02+1 +02 +1 ®1 +02+1 +42 +1131 1 +03+1+03+101 +02 +1 +02+1 ®1+03+1 +03+113 lia3=IEI 1 +02+1 +02+1 ®1 +03+1 +03+10 =map 1 +t2 +1 +C2+1 uer=zuu 74.050x 38,376 48.000 60.E 64.000 80.000 ea= 1+02 +1 +02+113 1 +w 1 +02 +101 1 +02+1+02+1 0 +02+1 +02+101 1 +02+1 +02+1 +02 +1 +02+113 ® 1+02 +1 +02 +1 1+02 +1 +02+1 0 1+02 +1 +02+10 ©1 +C2 +1 +02+1 ®1 1 +02+1 +02 +1 +03+1 +C3+113 0 1 I 125 3/4 I —►{ f —3° MIN. PRODUCT REVISED ascomn:}+e6 with thoPicas Bufdins Coda Acceptance No - - • : 09 1 +03+1+02+101 +02+1 +02+101 +02+1+02+113 1 +02 +1+03 +101 +02+1 +02 +101 +0+1 +03+113 -,--. I 101 ~ X 1 141 4 +02 +1 +02 +1 1 +02 +1 +02+1 1 +02 +1 +02+9 1 +02+1 +C2 +1 1 +02 +1+02 +1 1+0+1 +03+1 9° REF. o X 1 +02+1 +02+11 +1 +C2� +1 +�03d 1 +03)+11 11+ +p +1+03+1 1+02+1+02 +1 1+03+1 03+1 T- '�YYi�w16Y1.iYGW�iii 71+02 CyC1t E:1113�Y'JiiC:iJY ®1+02 +1+02 +113 .- •c 13 OF (3) ANCHORS ABOVE) 84.000 v38.375 48.000 50,678 64.000 80.0001 83SCO 1+02 +1 +02+101 +42+1+02+ +101 +CZ +1+02 +1© 1 +0 +1 +012 +1 ®1 +02 +1+02 +101+(2 +1 +02+10 MTG. TYP- EXAMPLE 1+02+1+02+101 +020 +02+101+02 +1 +02+10 1 +1 +C2 +101 +(x +1 +12+101 +03+1 +03+1© CLUSTER WI QTY. on Dane I�! nt aU Br . .... P+odd 1+02+1 +C2 +1 1 +02 +1+02 +1 142 +1 +C2 +1 1+02 +1 +C2 +1 1+CZ +1 +C2 +1 1+0+1 +03+1 (SHOWN IN TABLE KEY 1 +02+1 +02 +181+02+1+!2 +1 1 +03+1 +03+1 1 +03+1 +03+181 +C2 +1 +42+181 +03+1 +03+18 1402+1 +02 +101 +02+1 +02 +1 10 1 +03+1 +03+1 ©1a03+1 +03+1 gj 1 +03+0 +03+1 ©1+0+1 +03+1® 26 314° MAX. 1310=0 1+ 1+C2 1E1 1+ 1 El=i113 1 +03+1+03+1 ®=1Q 1 - ►��- 1 1/2° TYP. 1+3° MIN. 88.437 x 38.378 48.E 50.825 54.000 60.000 65000 1 +02+1 +02+101+03 1+02 +1+01 +101 +1+02 +101 +02 +1+02 +10 +02 +1+02 +101+02 +1 +02410 1+47 +1+02 +1 1+02 +1 +02 +101 ©1 +42+1 +p +1 ®1 +02 +1+02 +101 +02+1 +02+10 +C3+1+03+113 1 R o b e r t i - Oink P.E. PE #39712 structure!. 9" REF. 1 _ 11 1 14 0 t l 1 X 1 +02 +1 +02 +1 0 1 +02 +1+02 +1®1+0241+C2 +1 © 1+C2 1+C2 1 ©1 +02 +1 +02 +1 Q 1+03+1 +03 +1 © T- no 1 +C2 +1 +02+101+02 +1 +02 +1 ®1 +03+1 +03+10 1 +03+1 +03+1131 +C2+1 +02 +1®1+03+1 +03+1© 1+02 +1 +C2 +101 +02 +1+02 +101+03+1 +03+10 1 1+C3+ U C3+1+C3+ Ell=3113 MTG. RAIL, WP. ©1+02 +1 +01+1 ®1+C3 +1 +03+113 1+03+1 +p +1 pRQ 13 p EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS F. 4/15/07 UPDATE TAX. eA SELECT VALUES 0UETOANCHOR CAP. ADJ. 070 TECHNOLOGY DRIVE N011038, F1.34276 P.C. SOX 182E NOKOMM, FL 34274 ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) 'ruc ALUM. H O R I Z O N T A L R O L L E R W I N D O W , I M P A C T P./G 10/17' REt7SEANOHORA ©E FORMAT KHEAD & SILL CLUSTERS F.K. A SPACE DIMENSIONS TYPES 0 THRU mmn,er• F.K. 6/19/08 bow y�06 ammo :. �J. ADO GLASS I- mm, y06 I Ytetb& Batter 8i HR710 smt NTS 9 a 11 0002x. 4127 -10 Raw C ANCHOR QUANTITIES, IES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 - 1/4° ELCO 8S4 CRETE -FLEX 3 - 012 STEEL SCREWS (35) 2. GLASS TYPES: C. 5/18° LAMI - (18° HS,.0801818" H8) D. 7118" LAMI - (3/18" A,.080, 3M6' A) E.7 /1er LAMI - (3/18"A,.090, 3/16' HS) F. 7118° LAMI- (3/18' HS,.090, 3118° HS) G. 13/16' LAMI IG -18" OR 3/16" A, 5/18° OR 38° SPACE, 5/18° LAMI - (18" A,.090,18° A) H.13/18° LAMI IG -18° OR 3/18° A, 6/18" OR 38' SPACE, 6/16' LAMI - (18" A,.080,18° HS) 1. 13/18" LAMI IG -18" OR 3/16" A, 5/18° OR 38" SPACE, 5116° LAMI - (18° HS,.090,18° H8) J. 13/18° LAMI IG -1/8" OR 3/18° A, 3/18° OR 1/4" SPACE, 7/18" LAMI - (3/18° A,.0, 3/18° A) K. 13/18' LAMI IG -18° OR 3/18° A, 3/18° OR 1/4° SPACE, 7/18° LAMI - (3/18" A,.090, 3/1 8° HS) L. 13/18° LAMI IG -18" OR 3/18" A, 3/16" OR 1/4" SPACE, 7116' LAMI - (3118° H8,.090, 3/18' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 101/2° MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4' MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2" MAX Q.C. TABLE KEY: 0 X ANCHOR TYPE &SUBSTRATE GLASS TYPES A,13,0 II GLASS TYPES C,D,E,F,I,J,K, L 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC •"TS ZO1 Z•NES ZONES •NE ' %•N S WINDOW V 811iE ea 4 1 : '0 37.000 x38.375 48.000 50.828 84.000 80.000 63.000 ��-�1I 1+02+1 ®W�(.iiIJ 1 +02+1 Q�� 1 +C2 +1 3 1 +C2 +1 ® � 1 +C2 +1 2 1 +C2+1 gli® 1 +C2+1 al 1 +02 +1 �` 1 +C2 +1 3 1 +C2 +1 1+C2 +1 1 +C2+1 ��® 1 +C2 +1 3 1+02 +1® 1+02+1 3 1 +C2 +1 ILI 1+02+1 3 1+02 +1 gi 1 +02 +1 U • © 1 +03+1 Li 1+02 +1 ® ®Y 1 +C3 +1 3 1 +02 +1 3 1 +02 +1 3 Mil 3 1 +02 +1 3 1+C'2 +1 3 1 +03+1 3 48.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 ®1 +02 +1 2 1 +C1 +1 113 1 +02 +1 lij 1+02 +1 2 1 +C2 +1 ® 1+C2+1 u 1 +C2 +1 3 1+C2 +1 11 1 +C2+1 3 1+C2+1131 1+C2+1 © 1 +02 +1 u 1 +C2 +1 gi 1+03+1® •�ga +C2 +1 ®1 +03+1 ® 1 +02 +1 U • U 1+03 +1 3 1+0`2 +1 ®W�ii �1 O 3 1 +0 111 1 +03+1 Jgtuafl 3 3 1 +C2 +1 3 1 +C3 +1 3 1 +C$+1 Ei 1 +02 +1 1E1 1 +03+1 3 1 +03+1 3 1 +02+ Es 1 +03+1 mi 53.125x 38.375 48.000 60.825® 54.000 60.000 63.000 ICEI 1+02 +1 2 1 +C2 +1 2m 1 +02 +1 2 1+C`,2+1 2 1 +C2 +1 2 I2+C3+21 3 H---ANCHOR QUANTITY PER JAMB fl 1+02+1 3 1+C3+1 mama a 1 +02 +1 111 +03+1 3 t H'° AND SILL ANCHOR QUANTITIES 1 +C3+1 3 1 +C2 +1 1+02 +1 LI 11 1 +03 +1 1+C3+1 3 U 1 +02 +1 IW.Ii 1 3 U 1 +C2 +1 1 +C2 +1 3 ® 1 +C3+1 1+03+1 3 3 A OF CENTERED ON ANCHORS MEETING RAIL 1 +03+1 Q 1 +C2 +1 ®1 +03+1 El 1+03 +1 4 1 +02 +1 u 1 +03+1 3 PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +03+1 1 +03 +1 3 ' 3 1 +03+1 1 +03 +1 '© 2 60.000 x 38.375 48.000 50.625 54.000 0 80.000 63.00) 1+02 +1 3 1+02 +1 2 2 +02 +2 2 1 +02 +1 mg 1+C2 +1 in 2 +02 +2 imi® =du 1 +C3+1 i1 1+02+1 3 2+03+2 Iilearau 1 +02+1 ® 2+03+2 3 1+02 +1112 L +03+211 2 +03+211 1 +03+1 U • ® 2 +C3+2 1+03 +1 4 1+02+1 2+03+2 3 " �8 314 � + 3 °MIN. PRODUCT =MIXED as comp:; o3 wi hthoFlorida Aceb Canoe o x - o 1- -- a9 =MI +03 +1 4 1+03+1 LIMEM1113111E121 4 1=1110113E/E11101 9" REF. 'i- Q 1 +03+1® ' 4 •` 1 +03+1 um= ® 2 +C2 +2 4 © 68.000 x 38.378 48.000 50.825 54.000 60.000 63.000 2 +02 +2 3 1 +C2 +1 2 ® 2 +C2 +2 � I QTY. OF (3) ANCHORS 2 +02+2 4 Emu 2+03 +2 Lim= 1 +02 +1 11 2+03+2 ® MTG. RAIL EXAMPLE CLUSTER W/ 2 +03+2 iiiW�Y� 2+03+2 ® 3 1+02 +t 2 +03+2 ® (SHOWN IN TABLE KEY ABOVE) °�° 1111--1/ Evasion DM 2 +C3 +2 p 1+02 +1112 +03 +2 $F f � 2 +03+2 4 .ado Pmdutt �.. ,, �Iji " 2 +03+2 gi 1 +03+111 u 2+03+2 4 1 +03+1®IlL 1+03+1 In 1 +03 +1®L 2+03 +2 4 1 +03+1 HEZ211I ®2+02+2 ® 83/4 "MAX. 74.040 x 38.375 48.000 50.625 60.000 60.000 83.001 2+02 +2 umrau . 3 2+C2 +2 ®2 +02 +a L.I 1 1 -►(� -.-q 1/2° TYP. .j) I-.-3° MIN. 2+C3+ L 2+02 giugagi 2 +03 +2 J 2 +02 +2 3 glEzi 4 9" REF. o/1 Robert L Clark, P.E PE #38712 Structural 2 +03+2 nm 3 2 +03+2 0 11 2+C3 +2 4 MI 2 +03+2 ' �` ' u 2+03+2 2+03 +2 ' 4 2 +C3 +2 4 4 1 +03 +1 3 4 2+03 +2 5 5 2 +C3+2 3 3 mu 4 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF 4) ANCHORS ( 2 +03+2 0 1 +C +1 11 2 +04 +2 4 2 +C4 +2 LI 2 +03 +2 4 �3u it 4/97 • i.;a°xr.+:,r:ryr •>r>r: 1, , y1 Jf),./x> > wr 7! .4 zr :.zt,1 ANCHORAGE SPACING, OX AND XO WINDOWS �' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT FA 10/17/08 REVISE ANCIVRAGE FORMAT, HEAD 4 MU WAVERS t070TEOHNOinis Ys t+CKOMis F4 34276 Nfrk F.K. FIX 5/13105 ram --n- 1.1. ` ADD $PAC84JMENS/ON8 TO GLASS TYFE3G THRU 6 3nsoB NCKOMIS, F1.34274 Visibly Rem,. HR710 ELF' NTS •"1` 10 -, 11 °"1 e>41 4127 -10 k°" C MIN.A. 13/4" MIN. E.D. TYP. 3.4 K81 2x WOOD BUCK, CONCRETE NOTE3 1x WOOD BUCK, NOTE 3 ' ••:, NOTE 1Q 1/4' MAX SHIM CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083•T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1 /8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS 412 SHEET METAL SCREW WITH FUU. ENGAGEMENT INTO THE ALUMINUM, IF THESE ORITERIA ARE MET, THE 1 !4" A RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM J I 1 WE 1/4" MAX. SHIM •— 1 1— 1 1/4' MW. DISSIMILAR MATERIALS EMU. MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION, MIN. I I (1.5 KBI CMU) v OR PER NOTE 1 (3.41331 CONCRETE) NOTES: A TR CONCRETE APPLICATIONS IN MIAMI DAOE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO PCONS EMBEDED 13/8" MIN. OR 1/4° 884 CRETE FI E)C EMBEDEO 13/4 °MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE 412 TRIMFIT HEAP. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE 412 STEEL SCREWS (05) OR 1/4° SSA CRETE -FLEX WITH A 412 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTK)NS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. WOOD ANCHOR, NOTE 2 CONCRETE ANCHOR, NOTE 1 1 3/4° a EXTERIOR INTERIOR MIN. E.D (H 8 SILL DETAILS A. B, C, D, & H) 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 114' MAX SHIM y .•NOfTE10 �„ ..I • 1 3/4' MIN. • ''�.�_ MIN. 3.4 KS/ E.D. TYP. . •: CONCRETE 2x WOOD ® DETAIL C BUCK, DETAIL D A NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS OR (JAMS DETAILS E, F & 1) EXTERIOR WOOD ANCHOR, NOTE 2 DETAIL H (HEAD I .1 1 D A. MIN. x 21/2' NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. Nand er F.K or F.K Avoid Br F.K. Clem ar F.K 4/14/07 C Oka R 10/17/00 8 0/13/V8 2/28108 J.J. APD F WE' WWII) SCI °CMR Y REVISE EDGE DST. EMBEDMENT& SHT, REFERENCES ADD NOT E6. 3/25/. /23/08 1070 'TECHNOLOGY DRIVE NOKOMIS, P.34215 P.O. BOX 1529 NOKOMIS, 11.34274 DETAIL G (SILL) DETAIL I (JAMB)6 A TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half 11 a 11 4127 - -10 NR710 c a a COUN BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Mani-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used m Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hun-icane Zone. DESCRIPTION: Series "FD-101" Ontswing Aluminum French Door w/ Sidelites MIAMI-DADE COUNTY, FLORIDA METRO-DADE FIAGIER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildingcodeonline.com APPRovAL "OCUMENT: Drawing No.11005-1, titled 'Aluminum French door & Sidelite-Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miarni-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. IJse of Table 1, require full length reinforcements for OX, X0, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. Egress operable doors must comply with min clear width per FBC, as applicable. L tELING: 'Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. ,'iNEWAL 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, ibr 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 he done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the userty the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. En NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18.2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. •?. Manufacturer's die drawings and sections. Drawing No.11005-1, titled "Aluminum French door & Side lite-Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.11 (b) and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No EfL-5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-21-07 and last revised on 09/25/07, prepared by POT, signed and sealed by Robert L Clark, P.E. 2. Glazing complies with ASTME-1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06-21-07, signed by Robert L. Clark, P.E. 2. Letter of lab complianc-c, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. LL LL Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18,2012 Approval Date: October 18,2007 E1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) t GLAZING OPTIONS: A. 3/5" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. B. 3/8' LAMI NQM. (.402) CONSISTING OF (1) LITE OF 118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118' HEAT STRENGTHENED GLASS. C. 7/18' LAMI NOM. (.4551 CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LRE OF 3/18' HEAT STRENGTHENED GLASS . D. 7/18' LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3/18° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS. 2 DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X CQ, OLC ?S Q, Qx, FIX , Q�CX , na, AND Q XO, 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REWIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FM-5212, ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05, ANSUAFSPA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).. 9. CONFIGURATIONS WHICH CONTAIN A SIPE 1.1T TO '•• +R CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. +- 2. PREVAILS, B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE Z SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2" GLASS BITE A EXT. - 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR ® SAFLEX/KEEPSAFE MAXIMUM INT. - 3/15' HEAT STRENGTHEND GLASS A 3/8" LAMI NOM. GLAZING OPTION A OR 8, NOTE 1 EXTERIOR EXT. - 3118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXiKEEPSAFE MAXIMUM INT. - 3118" HEAT STRENGTHEND GLASS GLASS BITE 7/189 LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES...... ,.... 1 CONFIGURATIONS....... _... 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS ... 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 0, 7 ANCHORAGE 8-10 Apyrmved as complying vi tti the Flonhhr Ha,�[1nd dude Iyel, Insr.r OG7,y'' /rJ l6r 7C NOA4 p7 ^ :Aland Ilad, Pndn,r l'p"ITt Div' n >_�Sbc+� unsnap ftK 222.07 tL2.LJ. MASS o to 4441 ,voi1 Ab4 1, OAP G 1: AADDHFEA t1Q1A7 1 Re. Etpc 1870 N KOMga R?47:0 tt NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR d SIDE UTES, IMPACT « . , 10 Arlo, 1/005.1 8 1 4.5;111 L. Ciari, P.E. PE #32712 Struolurei 73112 " MAX. " 1 36 MAX. � � $EE NOTE 3-..} SEE NOTE 40X OR XO NOTES; 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5, 3. SIDE LITES OVERLAP 7C AND %X DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 7(0','O)C,'OXO"XXO', 'O)X' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X AND '')Q( DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 6.840) (7(X' DOOR a DOOR WIDTH/2 -4.079) A X Xa( 1 lE SEE NOTE 4 71 314' MAX. ©x© 24 8/18' MAX. DLO (TYP) N ACT A ..—' 1NACT. 41 4 SEE NOTE 4 G D p DLO HEIGHT = HEIGHT -11 3/8- ,e1), DLO WIDTH 'X = DOOR WIDTH - 1218/18' DLO WIDTH `XX ® DOOR WIDT1112- 118/18 SIDE LITE DLO HEIGHT = HEIGHT -11 318" AS DLO WIDTH @ WIDTH -31/8" A�.�t�.ve,1 :r� awhd'nn%h^1b I!" Lyur._ oG.T_1_ N�`7Ak_ Q. f. P. ws,de¢ Wair Fie F sistim FJC 2SNW dd. riga CcrvFinarxIxOA? FORIIVA3 rmiper °L0 mo x 821/OF o.ew ELEVATIONS AL JM. FRENCH _ R & SIDE UTES, IMPACT Seetoltd* pub Form NTS I 3 u 10 � 110015-1 B Mead* P+W INTERIOR MAX. DOOR HEIGHT A89 MAMA TrAdOP Pik M4I A X ana enaw ClieffAE 11180107 amid* gali7 1 SL SECT.. B-B VERTICAL INTERIOR MAX. SIDE LITE HEIGHT SL VIEW G-G CORNER ASSEMBLY Approval ea eau* riah with the Melds Dahlias Coda NIB eh-7 r 1: 447 NOA/ 97-n to Waal rde P Corvol owliemt ion Thigmxtoey mg EXAMPLE ELEVATIONS NOMA% awn P.C1 KIX 9029 ALUM. FRENCH DOOR & SIDE LPTES, IMPACT NO MA FL 3074 mob Mbaroae aar 6"411k Mao Roo lax 4 d 90 110054 8 DLO IOC SECT. C-C HORIZ. I"' DLO MAX. 'X WIDTH MAX. SL WIDTH 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MIME MAX SL WIDTH ` Ro arlar� Ndama in gee Bate AOAJ Mhml Pnwmre o0boi ei' °4,1 1. C4A..I.. !. oQ • 22414 I DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAx. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) VERTICAL SECTIONS T1500101.0X11. COW ALLAH. FRENCH DOORS SIDEWITES, IMPACT A.3474 yid,* Bow hurkeo ere ere pore^ IM101 1/TacI 5 -w I 1101 B PIC 2127107 LI. 621/07 Robert L rk, P.E. PE /98712 03 IT n DWG 8 PGT8 943 11 c.+ 1010 7070 07 955X 938 i DESCRIPTION _;M H D . 2' X. r*'TiH LUSHBOLT STRKE °LATE 2 T LICK MIKE 'LA 7099 70998 611004M 7 SK 8 'T EE i*: ► 8 T1- T;B1♦ ILL R'EAD AMP " Nr1NQ • - 1r- , -y: fIN •11";.1 i1TVII W•ZI'L» P5• A+' AL S "A - ` .'T f1'. !r EA i't 411003A 17%719 •? :11EDijl;l;t•Tlzi� ;ii;�+il,•t : TC•i1•? II FRAME r •'i" TT r t M " `i 84300 (Iy1P:1 10?r•TiRT ro)f9C{iL °i' EtaUniza ddb X 1.840 , =Q 1140 .1 PSA's 1048 H 41 1N 710X34PFA 91013 911E 917 1178 913A 70K 6010 8911 /FRO 71058FP W,9 80378M 113 990 8 •DA 7990NUTA JAMB SCRE 'TRIKE PLA 010 X .780 P11, FL SMS WEA 9T .16 X. t DOOR PANEL, TOP a BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION 0 X.825 PH. FL SMS TRUSS CLAMP 1 18 a 4' RO 6/16 -18 FLANGED HEX 14U7 H® 39 9 7 40 1023 �i�«i�� 92 1145 1212 9038 80379 7834FPT 70997 87224G 417 0 76X12FPAW 7P30GG 8983 984 1213 929 1130 982 e 60200K 74UBLOK 7634F FD2PTAY 8R180FS GASKE := -n' p T A` L:?T'. WSTP...167 X.25015111, FINSEAL SLIT s.LTA•T• . (:..i -- E L • .. *3 X.800 PH FL SMS TYPE BDt SILL DUST PLUG (INAC7NE PN9 DOOR PANEL ASTRAGAL 1(OUTSW95G 7 .c= R ELA- n7, 2(• WSTP.,Q -LON .190 X.200 HK914 LOCK SUPPORT ASSY. (41707 & 41708) X.760 PH. FL. &M$ 2 PT. LOCK ASSY. RUBBER SLEEVE I E PL ° T/_ ► P • 1, Ms TS 53 111 710X34PFA #10 X .750 PH FL. SMS 957 70957X HANDLE STRIKE PLATE 1118 710X34PFA #10 X.760 PH FL SMS tj DWG8 P078 • a: -'- PTION :!_111 .. :. i ;' /tltw� :. ".. 'r p ' � " Ili. t:7r I.r,■ CS LAM EOM= 'Lii.-.1111111111•11111111111 ..1111111111, `.jr- c" fir•' • �: `ei'3". taammigoomi K3 s, i 11Tt I:t:7TSiS: t' a�iiminFiC�fGXTr7 1��[T I�t hiH lR•1+3 :11,e. iT>1i rirtiaTiTIfS'- X1.trnt • PN. SMS .Grr • :'E; 7/16' 73 080 6086 BEAD, 3/8' 02 986 64036 BEAD, INTERIOR 93 1224 6`TP247 BULB, THICK (USED IN EXTRUDED BEAD) 04 GLAZING SILICONE, DOW 690, 083 OR EQUIVALENT 95 GLASS, 3l@" LAMI -116" A .96 PUS, 3/16" HS GLASS, 3/8' LAMI.1/8" HS, .90 PVB, 3+18" HS 97 tLASS, 7118' LAO - 3/16' A, .90 PVB 3116' 0B GLASS, 7/18' LAME 3116' H13„90 PVb, 3/16" HS 102 11008A 141108A ACEEAL SPACER .285 (INHOUSE O4!IECTION MOULT D) SHELF DEAD SOLT LOCK .604 —•-( .066 0 OUTSW1NG THRESHOLD 13 CHANNEL COVER 6063.76 .660 a� TUBE MULL 8063 -76 1.01 Approved as mmph1n0 Mtb the Florida Bed::,! Cods N• ON Ming Dade Seed F Pte"; 9/3 tS'a•o Po c A @r Mis t7q•Y, F.K 2/2 2/07 7 JJ. $MTAND'PMCTIVW 0,our7D7381I1, IPdti517 F P.4 Eqx ISM ?1 * 307■ PARTS UST ALU&L FRENCH DOOR & SIDE UTES, IMPACT 18 el 10 •• 11008.1 B gr 11 t L. Calk, PA. 039712 alumni c) DOOR PANEL 30 TOP & BOTTOM RAIL 8083•T5 31 3.1,1 1 850 1.400 .050 p T 1 O FILLER HEAD ADAPTER 8083.78 3.000 ---+1 0 FRAME HEAD 808348 3.000 -.^I 11 OUTSWING THRESHOLD 8083.78 DOOR PANEL SIDE RAIL 8083-T5 r- 151271 128j DOOR PANEL INTERIOR ASTRAGAL 8083.75 n F '- .588 1 l t - 1( .780 T .050 t TRUSS CLAMP 8083.75 3/8" GLAZING BEAD 8083.75 �+- ----- 3.100- -{ re- 1.4801 c) DOOR PANEL. EXTERIOR ASTRAGAL 72 7/18" GLAZING BEAD 8033-75 OSL HEADER 8063.78 $1 SL SILL 8083 -78 20 DOOR FRAME, JAMB 8083.78 SL JAMB 8083.78 SL JAMB 0 661 ADAPTER 37 WEATHER STRIP CHANNEL 8083 -76 32 HINGE 8083-T6 0.375 .125 AppM+ed as complying with the Florida BwWmg Cade We 7407 NOM/ lintaml De& �/ / eel} I. at el eh de. their tt,ihee 'JO* Om els FJC tt•wee cress NOCfi e®E MI $l64r. ADO =OW yOnTB,g0 a la448BED 812f107 I MEW $*s1,N.48a¢P » MAC maws, FL $4270 P.O. s¢X168 NOICCOgs, PL OR N Visibly Better EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT treemiebee talk F0101 1/2x �7 a 10 11001 B L. perk, P.E. PS 9712 Bmmwrel 1 "ZONE "C" I 81LI. ZONE "C" SEE TABLE 3., SHT. 9 • HEAD HEAD t� • zON E E "D'• '-t---ZONE HEAD _A I ZONE fi " I t —ZONE E"—t _. SILL __4 ZONE "E" =mamma SHT. 9 1 ZON "DE ZONE 'Ed EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A.19" x 83 314° SIDE LITES "8" AND "E' ZONE ANCHORS FROM I TABLE 7, SHEET 9. PLUS; 8.713/4" x 83 3/4" Ni DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. <QOR ox ZONE "D" ' ZONE "E"y LE 8.. BHT. ZONE "D" ZONE "D" ' SEE TABLE 4,. SHT. 9 HEAD I ZONE "D" • -t-ZONE -ZOH ..._f"z 1 i-ZO''E -4-- 'ED�"�i"'zlgN" E "F"-1 "E1 SEE ENCIRCLED VALUES, 8HEET 9 TOT 4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+6+2 x (14) TYPE 1 OR 2 ANCHORS AT HEAD SEE TAB p AND AT SILL SILL t-QNEEez°"E� ZONE "" B TABLE &H <XXO OR oxx ' , ' ZO+iEE D" ' ZONE "F" iQLE SEE TABLE 7.. SFIT. 9 r 1 1 x x r x / / / oxxo \ \\ \ 1 '/ °%% N [ xli li x x x x x 1 < ` \, x- x xN }-E ZONfi F" ZONE"F"� zQE"E -4 SEE TABLE 7.. SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 31411 UNIT. 713/4"W'XX' DOOR WITH 19'W SIDE 41788 (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO 384 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL), ;131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 778" MAX. O.C. HEAD & SILL OF SIDE 1.ITES: 6' MAX. FROM CORNERS AND 24 3/4* MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. T1Y9elEET. C7 W6111107 OR PCMOR • ' FIVO C70 C: NVANCHOR TYPES weTECHNOLOGY DRIVE NOKOMIS F& MTh Av. eqx mare Nfxt 28, R.3 274 EITGT VZsib$. Bauer APPN" Mae NO Mlami Dada Product e,* 'np with tha C. ANCHORAGE, CONFIGURATIONS 7! ALUM. FRENCH DOOR 8 SIDE IMPACT FJC RIM NTS 8 + 10 110054 8 L Clack P.E. PE #39712 Structural MEM "O" - 10,7 TO 38.78 TABLE 3. DOORS GLASS TYPES ANCHOR TYPE 88 A,B,C,0 °X" • 25. TO 37, 2,3, WOOD 1,2, C ONC LOAD2ON88 TABLE 4. M DOORS (ALSO 000R OF ,..e &0 GLASS TYPES M OHORTYPE &SUBSTRATE Mann 70C • 47.76 TO 71. WIDTH x HT. 28.50 x 79.7' 53,7. 57,75 91. 96.7 27.50 x 79.7 837 87. 91.7 88. 29,80 x 797 83.7 87.7 91. 88,7 31.50 x 79.7 83.7 87.7. 91,7. 95.7 33.50 x 79.7 83.., 87. 91, 95. nni10EHO OOUO ®E1 D®UDDf DD®OOE1 MHO ODD D® ©D ©E1 1017130 ©E1 DDE1OnlE1 D1l®OUfl 0010101011131 011110100 101 DOLIODEI D2EJOFIE1 OFIDODEI noon ©E1 DUD 013131 OEM 001101 D®DOOD OEM DOD OEM ODD - 10DD0 ©D DLJD0DD nnDD ©D Oa 10 ODD :®O&Il00E1 nano ©D 00E1 001:11 DODO[1 0f 10 DOD © ©10nnri DOD ©o 0010100131 OD 10 OM OD 10 0 ©D o©10non 35.80 x 79.7 83, 87.7 91, . 05.7 37.50 a 179.7 53.7 87.76 91.75 86.76 8 8 W01H x HT. 47.75 x 79.7 87. 91.7 95,7 81.75 x 79.7" 53.75 87.7 91.7 88.7 A8,C,D 2,3, WOOD 1,2, CON0 LOPD2ONE8 .. 011011010101101 OEM 013E1 DE1 ®01310 Dc1 ©013® D<1EioE7E1 1001301311 CM. DEIN 021101013D DL"1®DE1E1 Dni00 ©E1 011111011113 01011010101101 DQ ®013® 0UD0 ®E1 OEM OEM Dn13013E1 0131131 OEM 101113011[! DE1D013D n[!naE7ES nnuanD D[113 DEMO DUD ODE! DE1On130 Dfl. 10 DIEM MOM 013110 01113E1 OEM! 010110110101101 0 8 10 0 ®D 01110 0111:1 11170 ©R7 DEMO 00 DE10D©[i OD 10 GEM OU 10 0UD 555.78 x 79.7 83.7 87.7 91.75 95.7: 89.75 x 79.7 83.7 87.7 91.7 95. 5 TABLE 8. Q SIDE LITE TABLE 8. Q & Q., GLASS TYPES ANC110R TYPE & SUBSTRATE W®7H x Ht 10.78 x 78.7 83.78 67.7,, 91. 98.7 A, B, 0, 0 1.2, COMC GLASS TYPE' ANCHOR TYPE & SUBSTRA A, B. 0,0 1 al 12.78 x 79.75 83.7 87. 91. 95, 1011101 EMU 1011131113® 13101Q11311 D• IUnil 0E1 1101 10111101101101 1011113110/31 1011101101111E1 t1E1t1® 0• �10111711 0©t1® 101101131011 D• I10111011:11 11 "17 1011311131101 ii©nn HMI 113©1�0ti 11:111101101111101 17®x© t7®tE1 E,E0O© ®®r13 01®1717 i0 ©101E1 ® ©0© i• ®m® 83.75 x 79.7 83.7 87,7 91.7 95, 67.75 x79. 83.7 87. 81. 95.7 71,75 x79. 83. 877 91.7 95.7 6 8 19.00 x79. 83.7 87. 91.7 95. 21.75 x 79.7 83, 87. 91.7 85. 27.75 x78. 83. 87.7 91.7 95.7 38.13 x 79.7= 83.7 87,7 91. 96.7 6 MUMS "X- 26. TO 37. 2,3, WOOD 1,2, 0ONC LOAD MASS SIDE U1E x HC. 10.75 x79.7• 83.7. 87.7- 91.7' 95. 12.75 x 79.7 53.7 87.7 91.7 95.7 19.00 x 79.7 83.7 87.7 91.75 98.75 21.75 x 79.7 53.7 87.7 81.7 96.7 F.K. 2 38.75 x 79.7 83.7 87.7 91. 95.7 HEADMK NOKOMIK PL SOX P.Yb 1818 pt 4674 27.75 x 79.7 83.7 87. 91.7 08.7 00 DO OD DEI 00 DO DO OD00 0© 0® 00 DO 00 OD OD 0© 00 nu 00 nn 0 00 00 uu ©0 00 an 00 00 38.13 x 79.7 83,7 877 91.75 95.78 38.78 x 70.7 83.75 87.78 81.7• 95,76 5 Ii ®®' 00 DO 00 CO CO DO 050 DO DO DO 0O DO OD DO MO DB f 00 an OD 00 0® DO OD DU an TABLE 7.939, (7 Q, Q tom( APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2,1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (C38) S GLASS TYPES ANCHOR TYPE & SUBSTRATE 0 A,B4O,0 2,3, WOOD 12,COHC MAWS 9C - 28, TO 37, ")OP • 47.7 TO 71.7 BLOB LITE x HT. 10.78 x 79.7 83. 87. 91.7 98.7 12.76 x 79.7 83. 97, 91.7 95.7 DUnn DE DB r 0® OH D© 011 BB Od a^ DE1 00 On 00 00 Golan nn _: On MUM crn zl00 DU D© no .s, nn D© [In 00 00 OO w 0Ei 00 00 n® :On no Uri 0© 00 00'0® U0 UB O©ri O© 0.0n o0 -0d 0Cl = OD 0o N DU ®i1 00 DD•; D© 00 OD =° D® '©O,0® cin 0© 5 x 19.00 x 79.7 53.7 87.75 91.. 95.7 21.75 x 79.7 83,7 87.7 91.7 95.7 27.76 x 79.7 53.7 87. 91.7 95.7 38.13 x79. 83.75 87.7 91. 95.' 38,75 x79. 83.7 87.7 91.7 96. w a 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAOE SOLUTION ON SHEET 8. u Fterkto me Dr...- rift MOAN 41 1. a9M.� fL01.*16 P.E. b3 vaeblyBoor ANCHOR QUAN777YLOAD ZONE TABLES Alke ALUM. FRENCH DOOR & SIDE LI7ES IMPACT Mal NA 9 a 10 11005: MM Structural 2X WOOD �. 1314' 1314" BUCK, NOTE 2, 34 KSI MIN. CONC. 1 MIN E.D.MINE. 1X WOOD •:, .Y -:p a{ BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE1 DOOR HEAD (WOOD) 13/8" 114" MAX SHIM 1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 NEL 1X WOOD BUCK, NOTE 2 ESL 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1318" TYPE 1 13/4" TYPE 2 1/4" MAX SHIM CONC. ANCHOR, NOTE 1 1 3/8" MIN. DOOR HEAD (CONC) 1 114' TYPE 1 OR 2 (CMU) 1 TYPE 1(CONC) SIDE LITE HEAD (WOOD) 13/4' TYPE 2 (CONC) --l1 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1/4" MAX SHIM 1 3/4' MIN. E.D. DOOR JAMB (WOOD) X63/4 " MIN. E.D. 1.8 KSI MIN. MU OR WOOD 3.4 KSI MIN. CONC. 1/4" MAX. SHIM DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 —CONC. ANCHOR, NOTE 1 NOTE 3 1/4" MAX 3/8" 1/4' MAX SHIM I-2X W000 BUCK NOTE 2 DOOR SILL (WOOD) 1318" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/8' TYPE 1 1 3/4" TYPE 2 1/4" MAX SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) . I 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1(CONC) 1314" 'TYPE 2 (CONC) 1.8 KSI MIN. CMV OR . x'3.4 KSI MIN. CONC. 1314" MIN. E.D. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR3, NOTE 1 NOTE1 1X WOE BUCK, NOTE 2 114" MAX SHIM • 1 3/8' TYPE 1 13/4'TYPE2 MI 4" I..— L3.4 KSI MIN. CONC. f 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) 3.41(81 MIN. CONC. •: 13/a MIN, E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" 884 CRETE -FLEX EMBEDDED 1314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE I813/4 ", FOR WOOD INSTALLATIONS USE #12 SCREWS, 08 (TYPE 3) OR ELCO 1/4" 884 CRETE -FLEX ANCHORS EMBEDDED 1318" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT 1S INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. AppruecdI camp(; :.th pith the IMAM! nottllas C.I.. tho• IJ CT 1,1' Zar Nom P 41 I. ar FIG WSW gg !1D 7l�87�T. tomes r t» t>e+doan TYPSf82F�8 LAIC 02. MA88. F.IL 8144 A GETAIM NJD�I2ICIRTf PIN 1r N0 B4. tdnil' Dim CIEem18F tr, Ir F.1C ?12fV1 .l..& 8/11107 MOOD IWOTE NOGOGYU E 'MOM iL 84278 r kav7X 4820 H.34274 a"onse ANCHORAGE DETAILS ALUM. FRENCH DOORS SIDE UTES, IMPACT anal.* ear Ma eeipw xn FDWOt NTS 10 a 10 11008.1 B FLORIDA BUILDING CODE, 2004 DESIGN PRESSURES FOR COMPONENTS & CLADDING CALCULATIONS CONFORM WITH ASCE 7 -05 Building Information ; ; Job Information Calculations Type: WALL OPENINGS Job Number. 10001 Company Name: Steve Bernard Ambit Prepared By Steve Bernard Date/rime: 7/1112010 3:03:57 PM Client Name: Markowitz Job Description: Wall Repair Wind velocity (mph): 146 Importance Factor. 1.00 Exposure Category: C Directionality Factor (kd): 0.85 Internal Pressure Coefficient '+/-': 0.18 Mean Roof Height (ft): 12 Building Width (ft): 70 Building Length (ft): 72 Roof Slope (x:12): 3 Width of End Zone (ft): 4.8 _ j '' itiTERWITMAL, Lag Opening Elev.(fft) II Opening Width (in) II 'I peering Height (in) II Max ± Pres. (psi) I Max - flies. (psi) Opening Mark II Opening Dees. II Location Zone A I I Window I 5 5.5 1 72 11 63 11 43.0 1 -553 I 5 I 36 II 80 Q 44.4 1 -483 I 1 Door I 4 MEAN ROOF 1EIGu WALLS OF ALL BUILDING HEIGHTS