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1286 NE 95 St (2)
• PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /07 - Z Job Address / 2 gg 4" 9..5 Folio Legal Description Historically Designated: Yes No Master Permit # Owner/Lessee / Tenant ,e/terris Phone Contracting Co. P,-o/' U�� j� /e)G7- ,v- Address Qualifier 4, i r71� ' - ' . , 0 - 1 .1 �,,?. 4Y .7/.3 State # /gf' Municipal # 3Z' 74X:- Competency # d)) Z Ins. Co. 2-,./..1 7(� Architect/Engineer Address Bonding Company Mortgagor Address Address Permit Type (circle one): BUILDING ELECTRICAL WORK DESCRIPTION Square Ft. Estimated Cost (value) 'f PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a penult to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction jn this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date ture of on : ctor or Own My Conunission Expires: My Commission Expires: Notary as to Owner and/or Condo President Date Notary as to Contra or Owner - Builder OF FICIAL NOTARY SEAL O � P (2Y PVeG S MARGARITA MONTIEL 2T Imo i n COMMISSON NUMBER a CC797277 y a G !•AY CC797277 EXPIRES �` F4 DEC. 17,20 Electrical Date Date a _ TOTAL DUE APPROVED: Zoning Building AO Mechanical Plumbing Structural Engineer :st V d Ater F fer 1fi-- tt• A t n Architect Contractor or Builder Lega Description 01- BUILDING ELECTRICAL 0 PLUMBING 0 PERMIT ROOFING 0 0 Work to be Building ," MIAMI SHORES VILLAGE, FLORIDA Date tee; 4:?;(747 )27 L,(3t1.-S BI. 45652 performed under this Permit Contractor's License No. Sq. Ft.: Value of , Project $ I/ 540 a Radom Amount o Permit: - 2 -b ez-i9ee.'4' 1.44,1riPP-4 /14417 .f,ti.e k,„ pe5.4 ti 14 1 gr.) 41 YO.4.1? t,6,4 14.1 41.4g Subdi-0 = 2, k 2- .7g 40 Notary: — • — Bond: 3 00 . 0 Address of Ve 75 5 Building . This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- don herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings statements or specifications that may have been"subrnitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if le work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employe N. A i . ;;.. ,.- (INSPECTOR) -- BY 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 conform yrith tbeTans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accept 1 I assum:"... bill for all work done by either, myself, my agent, servant or employee. .- . ■ 91.1 -. A....4%. moir ■R .r BU — 7 Signed• .ftektyriee0i44,44hi 3606A200 11/02/99TOTL 362.20 BY AUTHORITY • 0 BUILD. G PERMI r °APPLICATIO FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) I1Jt 4/n,Gti I t Phone # 50 -C 7 & a - 7 �5/ Owner's Address I Z W(Q N 6 q' s- Cit K i A-Pi 1 Sir,CYe 3 State Zip 3 j 3 � Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name gf> 1 G f Cg'15 ` L� Contractor's Address f " 6 .) 15 l $T City M 411 , 1 State Al t` I ° / Qualifier Type of Work: ❑Addition ❑Alteration Describe Work: j )AA -Nnj7. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Z • pp Ea 5 ) 756.8972 C U }Yl' E ID) AU 2 7 1004 .. .6 ...111 .*__ �. los AYH w Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit • O Permit Fee $ / O Submittal Fee $ (2V(P G. q' County Miami -Dade Zip 3 '•"3 / Notary $ Training/Education Fee $ Scanning $ Radon $ Permit No. ICC L5 Master Permit No. 6PO4 i a Phone # q5 C CtE - vtq r..;(4,0 Zip 5((n L' Square Footage Of Work: ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * *, F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ Technology Fee $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) E 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 CONDMONERS, 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 constriction 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 rtified copy of the recorded notice of commencent must be posted at the job site for the first inspectio w hich occurs seve (7 d. s after the building permit is issued. In the ence of such posted notice, the inspection will not b a.'roved and a rei .' ti. fee will be charged. • rso ally ac me or wh • 1 1 1 e • entific. o NOTARY P Sign: Print: My Commis ron Expires: rt wledged before me this /1 SHERMAN Signature Owner or The foregoing instrument w day of / 20 who is APPLICATION APPROVED BY: Chc 10/14/03 as produced -and who did take an oath. Signature NOTARY PUBLIC: Sign: Print: Co tractor The foregoing instrument was a owledged before me thi day of 4 , 200" who is per ally known to or who ljas prgduced - as identification . ' d Nyf o did take an oath. My ,omm, ex p. May on�a ss My Co • y 'ubiic, State of Flondi, 7 'omm, p Ma 24, 200- �� 1� n,Expires:My Comm. exp. May 24 200 (Certificate of Competency Holder) Engineer Zoning State Certificate or Registration No. Certificate of Competency No. ******************************************************************** * * * * * * * * * * * * * **** * * * * * * * * * * * * ** / -- (t - Plans Examiner JOB: R .94/J BUILDING • ELECTRICAL PLUMBING • 7 Inspector's Report: • • • DONE BY: WORK AD: ; ��� REQUESTED : WILL BE READY • • ; • • • • • • • • The following is ready for Inspection: -• • PLUMBING JOB: l .• AD: 4 1 BUILDING : • ELECTRICAL • • The following is ready for Inspection: Inspector's Report: • • WORK DONE BY: • • • • • • • • • • • • • • REQUESTED : WILL BE READY JOB: BUILDING X ELECTRICAL ` PLUMBING •• • 4 Inspector's Report: AD: WORK DONE BY: The following is ready for Inspection: : REQUESTED : WILL BE READY • • • • • • • • • • •• : • • • • • • I Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date--- ----- - - ---v _ -- 19_:__ Owners Name and Address ` ,, No I ' y No._ 5 -- Street. Registered Architect and /or Engineer � � . Name and address of licensed contractor Location and legal description of lot to be built on: _ —____— Lot___ 4 )___ — _ Block____ y__ —__ Subdivision________ -_ °__ Street and Number where work is to be done / '' ' ' c'? State work to be done and purpose of building (by floors) -------- _and for no other purpose. New Building__ �__�� _ Remodeling Addition — ________ Repairs No of Stories To be constructed of_________^___________ Kind of foundation_ Roof Covering Y Estimated Total cost of improvements $_.. __ —Z 1 L : — Amount of Permit $__ Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to Permit No Disapproved (Signed) • MIAMI SHORES VILLAGE The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. / /, ‘ / Remarks (Signed) °T STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that be did sign the same, and that all facts therein by him stated are true. Date Read, Sworn to and Subscribed before me. Date Notary Public, State of Florida Building Inspector , My CcmmissiQn Expires_ Member • Member PLANNING BOARD Council Approved________ _ BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT _Date — _—Plan Cubage L s " ' "? Size of Building Lot Member Member Member Disapproved to me well known, 3.4 ___Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. • MIAMI SHORES VILLAGE PERMIT Office of Electrical Inspector No. '' CERTIFICATE OF INSPECTION THIS CERTIFI THAT the wiring and apparatus installed at by • Address for owner, and occupied as - has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater watts Power: Connected load H P. Spac eaters watts Other Apparatus F • • ELECTRICAL INSPECTOR. by for THIS CERTIFIES THAT ' the wiring and apparatus installed at �._. MIAMI SHORES VILLAGE PERMIT No. ' - Office of Electrical Inspector CERTIFICATE OF INSPECTION has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater watts Power: Connected load H P. Space Heaters watts Other Apparatus Address 1 2 9 owner, and occupied as ELECTRICAL INSPECTOR. • N. 208 Lot r' - Street Address CERTIFICATE OF OCCUPANCY - MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Villa p, Fj ,, Owner, Agent or/Tenant of BuiJ,din ,: t ._ ` a Block or Subdivipi0p. J . , , Approved use by occupancy Remarks: This Certificate of Occupancy is issued to the above named �� ' '/ r _�`✓ for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings -or- structures. k BUILDING DIVISION Electrical Periiiit F-1-x-tt.ir-Pt 77--: Heater 3.Qams. & -Linte.1s Final E".1.1 ?-1-urfil5ifrg I n•Str eztroh Zoughting ••• 30pt4e-Vank%'% ;o'er Heater. ' Certificate r Insp„gstion Fixtures -F-inaT • • - remp 0. K. iorvice 0. K Co. 1.14,.TE " — — 0:11/5445eX " 'ew Construction • e .F.2.1-i 1-dn-g----1-nsp cc t•i on- By - 7".L..:134: . ;Efit'p. . 4.44e". By ' Ho- Insp. • 13: -1 0undation- . • • / " Amur row' 13 Re-Insp.. 41rX211"*M. FA U I - - • -By.-- -Re-Lnsp. By Da • .• B'r e rnsp. ,..-Py •-• •-• • : AkAdnrAlF/4. hderri.* Atmorir.. :.• rAne •-0(...,-1)13-; Issued / Afes/x/0., • Gen al C tractor Zone Cu Ft. Plat Restriction C To Planning Bord Re-Submitted to P. B.- Plans & Spec. T o Council Bldg: Permit Type New Construction Plumbing Permit go. Septic Tank Sower Now Const, IOW - lock hecked by • 0-0 Checked by AltarE2tIons Cu-. Cont Approved Approved Rej 6- =3 / r 00 C s Storics_ — Roof Date 77 • it - APproVe4 RejectQ4 11 Repairs Feb tt 00. 11 " o IdtJration Ropair Street Owner's Name and Address " Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: State work to be done and purpose of building (by floors) STATE OF FLORIDA, COUNTY OF DADE. Disapproved Date (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Lot ' _ Block_ Subdivision s = `'0` 3 ° Street and Number where work is to be done__ i ; ' Building Inspector My Commission Expires Date_ __ ,y e . PLANNING BOARD DATE Chairman Member - Member Member _ Member Member Council Approved__ Date Disapproved __and for no other purpose. New Building v`' Remodeling __________ Addition___________ Repairs No. of Stories ''� .i; r ' To be constructed of__''_ tt ' 4?____ Kind of foundation a b y` t `r` Roof Coverin ____ ^ _ Estimated Total cost of improvements $ 1 t~ r ' _Amount of Permit $____`_ 0 ,./ y Zone cubage required _Plan Cubage..4 �r --)L� Distance to next nearest building Size of Building Lot /,' ' . , Maximum live load to be borne by each floor I hereby submit all the plans and specifications for sa All notices with reference to the building and its construction may be sent to 4...„4,.....— 7- ! ' " The undersigned applicant for this building permit does hereby certify that be understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be pert fined under this permit, as are licensed by Miami Shores Village. / y • - ,,,/ ,o, ' Remarks (Signed) ,ate _t d Notary Public, State of Florida Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ' of the above described construction, that he has caref lly read the foregoing application, and that be did sign the same, and that all facts therein by him stated are e. Permit No. Date e / Read, Sworn to and Subscribed before me. __.Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. t BUILDING ELECTRICAL PLUMBING ROOFING MIAMI SHORES VILLAGE, FLORIDA ❑ DATE 19-;, o PERMIT N? 3753 Contractor's ;. License No. 0 ❑ Work to be performed under this Permit Owner of f -. Building Architect Contractor or Builder Legal Lot Description B1 Address of Building Subdi -• vision Value of Project $ Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. INSPECTOR 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 ac. cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY ABBOT PRINT BUILDING ELECTRICAL PLUMBING Owner of Y / Building Architect 4 CONTRACTOR OR BUILDER • MIAMI SHORES VIL4" PERMIT N° 2262 Work to be performed under this Perini Contractor or guiltier sf • BI. sr' Legal Lot Description Address of Building This permit is granted to the contractor or builder named above to construc application herefor in strict compliance with all ordinances pertaining thereto and with any plans, drawings, statements or specifications that may have been submitte be revoked at any time if the work is not done in compliance with such ordinances upon which this permit is granted is the understanding that the contractor or buil the ordinances and regulations pertaining to the work covered hereby whether sho that he assumes responsibility for work done by his agents, servants or employees. Signed: In consideration of the issuance to me of this permit I agree to perform the- tions pertaining thereto and in strict conformity with the plans, drawings, scaterne Village. In accepting this permit I assume responsibility for all work don) y eith 1 FLORIDA y r: " 'i z DATE 194 t -e•.‘ L No. e Su vis Va Pr bdi- ion lue of ject the building or to install the with the understanding that the to and approved by the proper uipment or device described in the ork will be performed in compliance unicipal authorities. This Permit may out or if the plans are changed authorization. A further condition wit er named above assumes the r.es . rnsibility for a thorou •h knowledge of in the statemeao or cations and n on the plans or, drawiliga or ,,, .‘ e g , . c , , -- (-.0 __ t ? INSPECTOR : ork covered hereunder in comiP liance with all ordinances and regula- ts or specifications submitted the proper authorities of Miami Shores tot . yee. Tfl r myself, my agent, servant or er pi Amt. of , 7/ Permit B y AUT1fORITY (.<2 PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER 1940 Dan Chappell ®) 1941 ' To 12/31/ 1.68 11 -1 -41 2938 ' / - 1942 1943 O /��7- /-/r-$4,1 -_ 0 ( /N /i �j l /c Q 4 M / drit A t o / / / 5 7, �! - /i / / / 1944 i O v ASV `� , � I. f " � 1945 C f--.k) t 2 `t�-r i 7 • ' / - i . • I ° 1946 / 0. ef- O` - / 7 -V6 VT L 1947 1948 �A � - � * /` 9 1i-3/-0 /Y 42 • .` r.,. ' ' "2- •n-- ' 7 0 /� / / c/ _2- 7- • y 4 4/ s I //7 /s /ff / / /``' �/lA. �i "� -z�7 �� i. 1949 // �� 1950 ,� /„2- 3/- SG 1, /-5/-5 /7 773 LOCATION 1286 95th St. GARBAGE TAX RECORD 1286 N. E. 95th St. by year annual tax period used amount paid date paid receip # D. Chappell. / 1'4/ /a ..0-0 Ja -ah J ?- e° / AR L i i - pi /-a:i� /ri' r� `�✓- ,mil /- b Date 812-6/13. Job Address g v� ✓ /:�"' Tax Folio /1 1 4 4 0 5 0 Legal Description .g 4 '1 LO�wner / Lessee / Tenant \IT.►2 t3( C/ N • )/2/2-Js. Master Permit /P gq k Owner's Address Mt l6 7)e 9. Phone 76/ g 3 ,l Contracting Co. ak4i Address 12s-b N. `-. C(SL S`E - Qualifier \51210il(A 671.4 SS# Phone <0S I - S State # Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN / DESCRIPTION Vt WAD O A&O akkA,n , Square Pt. Estimated Cost(value)W,t) O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: ** * * FEES: PERMIT APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Municipal # Competency # Ins.Co. otar as to C My Commission Owner- Builder ** RADON C.C.F. ' 4 NOTARY 1 TOTAL DUE mtci Fire Other Building Electrical g Mechanical Plumbing Engineering Metropolitan Dade County Building and Zoning Department. 111 N.W. 1 Street Miami, Florida 33128 -1974 Very truly.yours, OWNER (Signature) v /w/w1(4- /U 0NG 4 i - WES, (Print Name OFFICIAL NOTARY SEAL GLADYS J VILLAR NOTARY PIIBUC'STATE OF FLORIDA COMMISSION NO. CC714103 COUNTY OF DADE ) MMISSION EXF. MAR. 12 STATE OF FLORIDA) My Commission Expires: Date Issued (Original): Last Valid Inspection: Refund Due: New Permit: Date: Fee: HOLD HARMLESS The person whose signature appears above, deposes owner of the above property. SWORN TO AND SUBSCRIBED before me this Date: ,r/e97 Re: Property located at (address and legal description)/2 S' -z' Rs /0 /J 7 z y, .7 . X95 '{ S " ee / �:rfr+ hd• i G Gentlemen: .?2,5",S7 As legal owner of subject property, •I e quest the cancellation of permit number (in full) /zr7.7M P , -n ' 4",L,' issued to (name of contractor) ��P,. r f /re,��� G ✓�5 - �c�� - z.�_ (address) on (date) for the following reason iva,v Date of last inspection /?78 ,', / z I hereby apply a 1 as owner- builder, or authorize (new contractor) )'Lrn e / to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Dade County, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. PRIME CONTRACTOR (only if Sub - Contractor holds permit) / (I) / L.✓L /7 � /.e _4-4 ary P • ta i (Signature) j3 `,,5 - 7 4 3 - s7- 36 7 (Print Name) that he /she is day of '1'l the legal ,19 C3g OFFICIAL af. es ° 8Vi Aat Lar %rrAxy I : LIC STATE OF FLORIDA COMMISSION NO. CC714103 MYCOMMISSION EXP. MAR. 1 i•r ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DEPARTMENT USE ONLY ;. BUILDING ❑ ELECTRICAL isle PLUMBING ❑ ROOFING ❑ MIAMI SHORES VILLAGE, FLORIDA Signed• , Owner of Building Architect Contractor or Builder Description Address of Building PERMIT sibility for work done by his agents, servants or em CONTRACTOR or BUILDER N: 42404 Subdi- vision Sq. Ft. Value of Project • $ 9054A200.02/11/98T0TL 81.00 .BY Date Contractor's License No. Work to be performed under this Permit Loaf 1 tO_AWM 1 *a Of to/ II Amount of II Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- "tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether s.. • ,n the plans or drawings or in the statements or specifications and that he assumes respon- (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered:hereunder in compliance 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, servant or employee. BUILDING El ELECT PLUMBRNG L . ❑ PERMIT ROOFING ❑ Owner of Building MIAMI SHORES VILLAGE, FLORIDA Date 3- / 6 19 t Contractor's License No ❑ Work to be performed under this Permit EI`i LAR C E. to AS?Ee E. ROOM. TAIT R .. Architect Contractor 6L LI T1 B LL L to CO I T.4t „ or Budder Legal Lot Description 3 + y 11 BI e c Address of 12 8 G NE a5 .5r. Building CONTRACTOR or BUILDER • 42551 BY R.rn /AT= 0/ t S . I I 3 2.o, o I Li- 14 vso Subdi- 5 17. (DO visioii " N I S Sc C 2_. RAi 2, 2.0 Sq. Ft. CCF 3 0 . a 0 Value of II Amount ofl'tCr 5- °`", Project $ "5O, CO6 ' I) Permit $ •Od • o e' This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device describ a t h e a pplica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans - or drawings or in the statements or specifications and that be assumes respon• sibility for work done by his agents, servants or employes t Signed• (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulation. 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 doge_by ither myself m ant servant o AUTHORITY TIME READY ,/ PERMIT N CONTRACTOR C67/(0-7-- TELEPHONE NO. >'r 0. `3 � / Miami Shores Village, Fla. OWNER -� % • ) /Z• 1 `$ DATE / #7 OVA? ADDRESS / g ` /4-2.5 'r' 5y- INSPECTION clowrivhe j ` •-n-A 4', - , Q-lz J�t h eSS e77 - INSPECTOR DATE f -7h'r/r.frS Protect—A—Ct.:11d Menu hoaxing Moo 1711-907. Blew Rd. PornpasP kaiak 11. 33D39 (464) 079-1069 Pa (964)9764246 3-12-03 ■Oto PRC1TECT•A* CHILD' POOL FENCE SYSIEMS Matt Bogart Protect-A-Chad Pool Fence • Dear Matt Sncetely, D 81 11 4 4 Don Coppedge Vice President The Bat).)i safe Pool Fence Mar. 12 2e0a.3 .0.4: 0200 ; ReganSing your question about the proper way, to Install Protect-A-Chad Pool • Fencing in the gmund, the accepted method Is to first cis a small foob3r for the post, minimum size 8rx8'x12* deep. Next set an aluminum, copper or PVC pipe with the proper ID to * either the fence post itself cr fence sleeve. The length ce this pipe should be at least as long as the hole Itself. Pour cement around the pipe to fill the hole. Once the milord sets up the post will be sufficiently supported to accept the fence Post. Aa, r f e C. (/ . .1 .141T "CfAA aTh. .3 Ray cerh ,/ 'r uc l Iry ��-e- �rc� - _r 1' o�i �c. O ,,cy A43 � � r 5e x 4.144e L . f re3so' " - o - 430 -9202 - 117• -0sis - 400 -7300 - 489 -7400 3� -4 I �-ca Cii •. Ili Oi wlr-rmwiiisamaalti..aarr<armsre agar MM s .. _aiossma ■rrisl�ti�iif Z�iir %riaalarl r i M M■ •rwa a If Y r NI MIN M M Orr w r w IN SSW as arwaa w• M r rMrrrw_ M IMO Nil M all Mw a MM IS a NOM NM rrIIMra! amaaliasaiaaarl.ams ■ alsasrlamrirlrlsairlRSgaalalalraafA tasniirA*meaumsaossaxrMa<asari NI NM=Ml ■ Awa.Aaaaaa —Maw- -Maw ■ lMM r rrara�NIrarMar rrrMrM Lassme•aw 1111 as _ i raaMr � EI• . M - w al rr warMw r r r M • r r r M eon MEN w .w it M an on -a NI r r NM r M M r r r ...NI. . rr ma r _ ++.M r Mr.rrr raaar- aMM�M -NIr MtMNIr M a -MMMM M a- SO t r r a r r M t .1.11 S a r r r OEM _-.- M M Ma r r r rrr r ra_ r-M01 a-a r mamas= !!NI m- a a r a+ M NI r rt ra s w. 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C s a ■ ■aa • no aal /a s� al as�as ara ■t■iti��alia■■111111!Aalila wit{ osaii�sil Daia.s aaaanasu mmarraraaaarr�saaswrrrsslwMMIrw■ �..✓a.. .a ...._. .... -.- - ...rr M -�..... ..'ar M ;fnraa M.01rM M /a- r•+ N w w Ma M.rMIr IN M NO NO alrra ti /r Iii LI M 1 X41 ,� 1 ' , o V e , 6 fQ e,1/ - — . - Pril 1 *(ti 1-1,-e- Ve /7 0 2 /( We c.c.' 36 ( ` - rii & D f 44 i A,ct- : iu -e- // . ✓'a / c/ . !�... 6 I" 7 raSS -- PVC.. 5 (-e. V . C c:4P ca44 CQ'Y�i.C✓' - > . JOB ADDRESS to ` e l 5 S7 APPLICANT n O-- v PHONE# APPUCATION SHEET OF MISCELLANEOUS DATE ZONING CRITIQUE SHEET COMMENTS ADDRESS: ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL C (:) � j lk k c e p ee r a otc kyk,f Ink) I( MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT SECTION BY DATE 1. Subject to compliance with aft Federal, Stag County,Ydtage rules and regulations. Wage usual/ no responsibility for accurecy oflor resutts fro those plans. 2. This copy of plans must b• available < buHding site or no Inspection will be conclude INITIALS POOL PEA= U1RENI ITS: SELF- GATE�GREQUIRED CI�IiVG t-t CE: 4' HICII (MIN.) AND NON -CLIM = ABLE 1F NEIGHBORS I1EMOVE FE NAnE/ WALL, OWNER MUST REPLACE WITII A 4' FENCE ON OWNER'S PROPERTY fit? ^r 54 -L „I, ;S S I r 19-/ s 4 - S ee Iczkr spe rio:fac,2_ q41-53� 16 � Date Type Insp'n Permit No. Name Address Company f �. Phone # �(ac `7 °o02o r Inspection Date Re- Insp'n Fee IAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildi ► g Inspection Request Approved ❑ 1. t (c A/& 95 1 Y ff" • O J y 2/_( ‹r.er, Type I M IAMI SHORES L; BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Permit No. • --1 I Name �� � r o Address 1 °•Y rJE1 95 Sf co pan S l Ue33) Cc Phone # Inspection Date proved Correction Re -Insp' n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection 'Request Date Type Insp'n Permit No. Name Address Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE L , BUILDING DEPARTMENT b 305- 795 -2204 Buil ing Inspection Request Date I° Type Insp'n pod 5'V€ ( Permit No. bp 04-) t s ` Name 1 n rU Address 12-1q (AS Company Phone # Inspection Date 1 I Approved Correction ❑ Re- Insp'n Fee ❑ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ex4eding $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. Al a certified copy of the recorded notice of commencement must be posted at the job site for the first iio� hick occur inspection will t not ( days after the building permit is issued. In tl a se, ce of such posted notice, the not b b: proved and i p: tion fee will be charged. =LI • ��1 /,T�iY� - ' � I Signatur Owner or The foregoing instrument w s ackn wledged before me this // The foregoing- instrum day of (% : - , , day of I e t, who is perso who is persyn'ally known to �..- asiden NOTARY Sign: Print: APPLICATION APPROVED BY: chc7nios Zip has produced a nd who did take an oath. ontractor owledged before me this produced d 'Who did take an oath. MAN ate of Florida 7 t u 1 11 1, = ' My Commission Expires: Comm N m. eXp o. pp • M e Y 24 2 007 a My 'o. sion Expires: Comm. No. DD 182405 ***************** * * * * * *,► * * * * * * * * * * * * * * * * *,► * * , , A * * * * * * * * * * * * * * * * * * * * * * * * * * *** ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. i 17/d 4;4 - J /r Plans Examiner Engineer . % Zoning ♦. 4 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building D epartment o Permit No. Master Permit No. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .j ntr Permit Type (circle): ( uildin / Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) OVf1(1Qj t LI e if/ Phone # Owner's Address 19 3(4/ S S j City «" l State r -1 Tenant/Lessee Name Job Address (where the work is being done) ( j(j N City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name c t',. SslC\ Contra Address iStE I' 4 City N /''11 A-Yv\ l State Qualifier ) i t E -S 1 $ Value of Work For this Permit << ` t, Architect/Engineer's Name (if applicable) I n h 1"-n- ( 1 - 4 r - Phone # 3o Architect/Engineer's Address 6 1 3-75-- s 1 ! .. 44 ID 2 -to City (f a-r t.i\ State t ( Zip 3 7 )t l-e Number of: Bays Stories Families Type of Work: ❑Addition ['Alteration Describe Work: SU) I10 ..00 .co Pep so* r* oc e Education/Training Fee $ Tech $ Code Enforcement $ Bond $ Zip 3 >>� Phone # Zip Phone # •3c _� �� 1 it 7 a ds — 9 9 -s33 6 py 2- Square Footage Of Work: Bedrooms ❑ Repair/Replace F ees * * * * * * *� * * * * * * *�,►�� * * * * * * * * * ** �. County Escrow Fee $ Permit Fee $ N otary $ Scanning $ Struct. $ . 1 4 t Baths ❑ Demolition Radon $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite 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 CONDIT[ONERS, 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SEP 2 3 200 Plans Examiner Engineer Zoning Miami Shores Village BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Owner's Name (Fee ample Titleholder) Phone # a g6 4/ 57 Owner's Address City Tenant/Lessee Name Contractor's Company Name Contractor's Address $ Value of Work For this Permit Type of Work: Describe Work: Total Fee Now Due S /1/..2,w Scanning $ � Radon $ Code Enforcement $ (Continued on opposite side) Permit No. — W Master Permit No. Mechanical Roofing 3o s- 76^ — 74 State Zip Phone # Job Address (where the work is being done) 056 Anz 96 5 T City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO ,4901c City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # ; • etc, ❑Addition ['Alteration A‘vv ❑ Repair/Replace ❑ Demolition ( V1 x Structural Plan Review. $ Square Footage Of Work: * * * * * * * * * * * * * ** * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone# 3oY -7 9"cwb Submittal Fee $ 000 C° Permit Fee $ 3(9 - CCF $ l r , 60 CO/CC 0 Notary S Training/Education Fee $ Technology Fee $ / .S 7 � � Zoning /-/J Bond $ 3 —_ SD ck 3 pool 676 91--- I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at !ggb � �i 9#S </ Miami Shores, Fl., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please ipitial the method(s) to be used) CTOR'S CO. RACTOR'S N • c��s : LIC A:cani ClataTillar BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33135.2382 TELEPHONE (305) 795-2204 FAX (305) 756-8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAHA' Y ACT The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is c mpleted for contract purposes, will constitute a violation of Chapter 515, F.S. and will b considered as committing a misdemeanor of the se » • egree, punishable b es up t. .00 and /or up to 60 days in jail as establi ed in C '- Z5, F.S. DATE •: Netaty PutiTC,-State of Florida My comm. exp. May 24, 200 Comm. No. DD as gifiVIITT — ry Public, State of Florida My comm, exp, May Comm. N DD 82405 007 • Date Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as 3y Y� k L , located at /c: In accordance with Section 33- 12(1), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final i spection an j se of the pool. Legal Owner Note: This certification is to be submitted with a swimming pool permit applicatio in duplicate. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/23/2004 Applicant: ROBERT Owner: BARRIS JOB ADDRESS: 1286 Contractor ESSIG POOLS Local Phone: 305 - 949 -0000 Parcel # 1132060144050 Permit Status: APPLIED Signed: NE 95 (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1189 BARRIS ROBERT ST Contractor's Address: 1800 N. E. 151 ST. Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 3 & 4 Fees: FEE2004 -9557 FEE2004 -9558 FEE2004 -9559 FEE2004 -9560 FEE2004 -9561 FEE2004 -9562 FEE2004 -9563 FEE2004 -9565 FEE2004 -9566 FEE2004 -9567 Description Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Radon Zoning Review Structural Fee Builders Bond Total Fees: Amount $630.00 $12.60 $50.00 $4.20 $15.75 $15.00 $8.78 $60.00 $50.00 $300.00 $1,146.33 Total Fee411 146.3 Total Receipts: `�vu ?sgc0- 33 SEP 2 9 PAI icK? Permit Expiration: 2/23/2005 Construction Value: $21,000.00 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 responisibility for all work done byeither myself, my agent, servants or employes. BY: Page 1 of 2 BLK 85 LOT SIZE IRREGULAR 3 3059495336 FROM :ESSIG POOLSSALES DEPT FAX NO. :3059495336 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTS ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TiHE UNDERSIGNED hereby gives notice that improvement wilt be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Legal description Of property and street/address: L# .3t 4 PA\ _.yg 5 9.1 1/619 Mc Q T' mb . �- .o-rr e c, 3 13 2, 2. Description of Improvement: 3. Owner(s) name and address : ? &1. • .Interest In property: Name and address of fee almple titleholder. 4. Contractor's name and address: 6. Surety.- (Payment bond required by owner from contractor, 11 any) . Name and address: Amount of bond $ 6. Lender's name and ad Notary Public_ Print Notary's Na My commission e 123.01 -Sx PAGE 6D . i2Almb (ID _Nu 91) S 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section T13.13(1)(a)7., Florida Statutes, Name and address: .8. in addition to himself, 0 ' ers designates the following person(s) to receive a copy of the Llenor'e.Notice as ,provided ir'r Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differen date Is s ecifled) • Signature of Owner Print Owner's Nam'o Sworn to and subscribed bef Notary Public State t� y comm. exp. May 24, 2007 Comm. No. DD 182405 Sep. 29 2004 09:39AM P1 11111101111111111111111111131111 C F`N 20 C) Z577 OR 8k 2 22543 Ps 1271 "r i1ps5 RECORDED 08/04/2004 14:25:31 HARVEY RUVINi CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE epared by / Address: • I . -S ( - � T ' Miami Shores village . ` `' I Department D Building � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CRITIQUE SHEET Permit No. Job Name 2000 29L'ON 92 €S6P6S026 F damin S38OHS I Wd I W SS : 0T VOW/9T/60 .9 PRMIT APPLICATION FOR MIAMI SHORES VILLAF Date /the /77 Job Address /2 se tiz Pf Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Zi7, v /27,1_ 172,...,7 / i.i- r Master Permit # y 2s S / Owner's Address /2 A" ,'v £ Qualifier /C e Architect/Engineer A, /re e Square Ft. X 2_2- 0 FEES: PERMIT 5 17, 60 RADON 21 APPROVED: ,J /id.-if Phone Contracting o. /�„r 7 1 g �/7fi /��-' C . --� /�- - 4 . Address g 7 ,5 � � t 71 SS# Phone (Y S) 2 — c- S , j -�/ State # C,(7 ( D S 7 /.2. 7 Municipal # Competency # Ins. Co. Address Bonding Company /- /'9 Address Mortgagor Address Permit Type (circle one)(BUILD• ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION j /� [ � #4,46, „ / 'f. • i %fit Usa/5� Estimated Cost (value) 1 , 5 c,, WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 re rlsting tructiop end urtherm6 e I a e the above -named contractor to do the work stated. J9-ingfl 11/1-e JJ(0111 re U I ! // /4”, Signature of owner and/or Condo President ate Si a ature of Contractor or Owner - Builder Date Notary as to Owner and/or Condo President D to My anissio � PV OFSI D NOTARY MNI SEAL / / ' ; z/9K D COMMISSION NUMBER Q CC40 "' ► " MY COMMISSION EXP. 7 OF f\p AUO 17,19 , co C.C.F. 30 Zoning Building Mechanical 4 -; f' b Plumbing /ON Notary as to Contractor or Owner - Builder My Conunission Expires: PL OFFICIAL NOTARY SEAL G SANDRA M MONTIEL * COMMISSION NUMBER • CC401261 �� Mw coMUItititoN •1XP. 3 Oa TOTAL DUE (3' CI • W Date Electrical ,a 1p 9.SB'/t- f9 Engineering S'Tk (to L 1 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: NOTICE OF COMMENCEMENT w6o ,olog2 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. / 1. Legal description of property and street address: pA � -OI� A G�' 4 k9` 1,014, ,, � / /2 R4 /fh,- lrgS, 9S f» ems /!7.406.1 .//toifJ iL . T. i/g8 2. Description of improvement: / �i9 - "no eTic �• / f�� ad i '' ''S°■■ 3. Owner(s) name and address: /27.- v - / / y.Qi / 4D .—es .. r a AG /v. F, 95C . ('/r e e/ Interest in property: Name and address of fee simple titleholder: /77 /.4 ., Cr.?, r f c 7.141' */A 4. Contractor's name and address: ,%% /y,.. 2v,%1 // �� �.-K f� A'S �� c 9a S/rB� /7 /,�,^, j 4. rt. _ `e fJ g 4 2 /J A/. Z, 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: different date is specified) Nota ry Public Print Notary's Name �Av r.nmmiocinn Fvnircc• 988040200 1998 JAN 28 10:11 ATE OF FLORA, COUNTY OF DADE NitRGSv eURTOY the this is a try f the es4 ewe 4w, 49 / 14: my` r ,•.� .:.d O@ icia SecI. .mom. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents m by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner 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 and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a 1 Signature of Owner I c Print Owners Name � (A /4. 4 A 4.✓2 1 Sworn to and subscribed before me this ) Z_da of ..)atu , 19 * COMMISSION NUMB ZAZAFA C- a MY COMMISSION GOB e served as provided Prepared by: %/n '4,27/.2 ( 2e .. Address: a 7,T /f/. /72' ,e „; f 4 • , rf , c " � 123.01.52 2/93 2/28/98 To Whom It May Concern, Please me know if you have any questions. Petra Schwartze 700 NE 94th Street Miami Shores, FL 33138 (305) 758 -0469 Attached please find a drawing explaining the existing and proposed situation in question for the Barris Residence. We had proposed temporarily shoring up the beams running east /west as the wall (shown in a dashed line) was being removed and until the new walls were in place. However, upon further investigation we found that this will no longer will be necessary since the beams running east /west have an existing beam (shown with an *) to support them. This beam will remain, as will the entire ceiling framing over this area. The walls being removed in this area are not load bearing. We therefore do not need any temporary support. l -4. tz:.alca-oolA-t • C DC4 17) v 2eAto■licto rpooskifuz:) c&rb LL 1D g-ZLOM (z) 2okJ . "mu- si-J11 tr 2/14/98 Miami Shores Building Department RE: Barris Residence 1286 NE 95th Street To Whom It May Concern, Attached please find the correct "Product of Acceptance" from Dade County for the windows specified in this project Please note that the 3 -2x4 posts for the D -2 beam on sheet S -2 are to be put in place temporarily to support part of the existing roof structure during demolition. These shall be removed once the new walls are completed. These new walls will support the new beams and the existing roof structure. Please let me know if you have any further questions. Sincerely, Petra '�� ze MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 756-8972 BUILDING PERMIT /CONTRACTORS REGISTRATION CHECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPBR) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or :municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village) Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form B01 -204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED OFF (/ Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized) . Two sets cf plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on puns and permit application. All plans must include folio number and property address Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and seam by architect or engineer when ... applicable. / i Current survey of the property. 0712-..c --� Certificate of Elevation signed and sealed by Surveyor. E Lt= C 1•ACcH Substantial Improvements Checklist (contractor or owner). .// / s'te uel V Two sets of energy calculations. 3 Lb i / Two sets of signed & sealed Truss Plans (Engineer)._ V DADE County or State of Florida Products Approvals for roof materials ty APP sheds, wind•. -, :... '• •- age doors, aluminum carports, screen enclosures, }tens awnings, skylig ts,..fi nch doors and etc. Anprovais from FIRS, DADE County Impact Fee Section, Fire Department & Health Department (when .aop_ic bi _') . Warranty Deed or Other Proof of Ownership if :hecesa.3ry. V Structural Review fee Ar 7s- ood Elevation .o3 _ _-_: l2 8C iJ6 RS $/ c. ;7777: o/ 3T. jCOD C::::r ?AG:: T_i. =--C 1 J do) a.) 5 are bel t� di' ea. led .4p p r -evaI$ /ea The 3 - 17 -2 Lea pod be/ 44ddle 2hcipie Year expho a -I _f avLvl .,r -- ale bean, 5 are_ vie ed.d- a,, all ? Ca/ 'Z P /®o,'. bI ►�a .MJ� ��1/ b 1 // vv1 S // Qrne �e4 ° YlYJ p r /1 /r Byre beiic) ,c7 1 y V //9V 5u e a,prewe S rerun ✓ed /ressu e� f !pa ST 5u17 po✓"I c r ha-s v1® arpargzp k Su p f./15 m ve,- e el'Y) h 0-e4r- e /ay-4(i . o ra,r7 3 - 2x4 P ®45 ' es por b y , wh aee se all 7" ex151 / 04 3 Q-c-ki i e ved parr oy s IF par - LUk f swp- JS - -'-== - -dV SE-__ .. G 3 5 = -- : /2 - de V t nro„1de 5 itc room). ,54Yjn sJ of /eis e/ 5 "190 c ,14 )-to t AA F(, Af ✓ld,, -w c, . r t. 0 144 e %y eaI& sn1 Me Iwori fle,K Co to Lwer uUG d 1 e_ Go s Dire o G Ae /�jq aG llr ON G1iT" to;»da -w.5 - A" ? ® if D t it D2 , / d,tie e6C 15 no'ke sk& rK '2.1 f. ''lQ,� $1-ill va,ltd ,/ c c,r i f` fG� 1 rr 5 Oa tI /o 0 1 fa g oc v' a 2 I 7 u r' /4ed �0 •y a;a'isi exis /. iel/ co 14 wawa( 3“ ex►s foolt;41 114-s Ca.�aci �C ¢ (goof 1 c2049 . 1 GT YoVa. 11 PSI j cJ / ode cos vy; cal c ous f w; ,)d0-vo cr-) , 1 © — el-Pt '.DEC-19-97 1 2: 02 PM T M WINDOW g,DOOR 954 733 0414 P.02 .poOE METROPOLITAN DADE COUNTY, FLORIDA + f METRO -DACE PLAGLER BUILDING BUIWING COOE COMPLIANCE OFFICE METRO-00;0E R %GLER 311ULOING 1443 WEST FLAG-ER STREET SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 T.M. Window & Door Co. 601 H.W. 13th Ave. Pompano Beach FL 33069 °R100uCT CONTROL OIVIELON (305) 375 -2902 FAX (305) 372-43339 Your application for Product Approval of: 605 Aluminum Single Hung Wutdow under Chapter 3 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, (For listing, see section 3 of this Notice of Acceptance) has been recommended for acceptance by the Building Cade Compliance office to be used in Dade County, Florida under the specific conditions / set forth on pages 2 et. seq. and the Standard Conditions on page 3. . This approval shall riot be valid aver the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or ;material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or :material fails to perform in the approved manner, the Code Camptiance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re -evaluate this product or material should any amme;ldrnents to the South Florida Building Code be enacred affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval. if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the :manufacturer, Acceptance `lo.: 97- 0630.06 Expires:06/30/98 approved: 07/3 t ;9" ul Roa guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL COND(TIONS BUILDING CODE COtti(MITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. (- Metropolitan Dade County DEC -19 -97 12 :03 PM T M WINDOW &DGOR 954 783 0414 T.M. Window & Doorcompanv ACCEPTANCE No.: 97- 0630.06 2.5 Weathter'tripping! APPROVED : JUL 3 1 1997 EXPIRES : tune 30. 1998 yOTICE OF �CCI PT�YCE: SPECIFIC C(3NUITIO�IS P.03 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model D Series "605" Aluminum Single Hung Window 1.3 OveralUize 5' 6" wide by 10' 0" high 1.4 CanfiQur3gann O/X 1.5 No. 3e Size of Vents: One vent measuring: 63" wider 60 1/2" high, and fixed lite frame glazed at the :op with a clear opening of 61 3/16" by 56 1/6" high_ 2. KATER1AL CHARACTERISTICS' 2.1 Fraine and Sash (Vent) 14aterial: Aluminum alloy 6063 -T5. 2.2 Glazing 2.2.1 Glazig Material: 3/16" tempered glass. 2.2.2 Glazing Method: Exterior rimed using a clear adhesive bedding compound and rolled aluminum glazing bead. 2.3 Sash (vent) Construction,, 2.3.1 Stiles: N /A. 2.3.2 Rails: N /A. 2.3.3 Corner Construction: N /A. 2.4 Frame Construcl9n: 2.4.1 Head: N/A. 2.4.2 Jambs: Consists N /A. 2.4.3 Sill: Consists of a flange type, 1 5/3" high overall interior sill flange. 2.4.4 Fixed Meeting Rail: N/A. 2.4.6 Corner Construction: N /A. Quantity Description Location 2.5.1 Double Pile with integral plastic in At vent arnb :ails. 24.2 Single Pile with integral plastic fin At fixed meeting rail and vent bottom rail. 2.5.3 Single 1 113" by 1 l /2" by 112" adhesive pile At each :owe: fnlne comer. pad Nt nt.e e.'_ez. ?.E. Plans tine. 11 ?-oduc: Cont:oi Division 'DEC-19-97 12:433 PM T M WINDOW C,DOOR of .� TAI. Window & Door Company 2.7 .Weepbolo: Quantity Description • 2.7.1 Two 1 3 /A" drain notch' 2.8 Muntins: None. 2.9 Rein fosceTent: None. 2.10 Additional Description: Flange type fume. 4. INSTALLATION: 4.1 Screws and Method of Attachment SILL : 3410 x 1" PH SMS Cs a max. of 6" from corners. HEAD : 3410 x 1" PH SMS @ a max. of 6" from comers. JAMBS : 5-410 x 1" PH SMS c a max. of 6" from corners. Note: Please sec Wore �j 1. ?aQ_e_3 954 783 13 4 1.4 ACCEPTANCE No.: 97- 0630.O& APPROVED ; JUL 3 1 AP EXPIRES : June 30. l99a NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.6 Hardware: Quantity Description Location 2.6.1 Two Spiral balances One per frame jamb 2.6i Two Metallic cam locks locking into groove One at 5 1/2" from each end of vent top in the fixed meeting rail rail. 2.63 Two Plastic guides on each end of vent jamb 3" from each end. rail on the interior Location At each end of sill screen retainer. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions equal to or smaller than those shown in Section 1.3 shall qualify under this approval. 3.3 For Design Pressure Rating see Section 7. Ali uf:( Perez. P.F.. Plans E�amtner (I ProdLc. Como! Division v DEC, -19 r 12:04 PM T M WINDOW &DOOR 554 783 0414 P.65 Ufi. Window & Door Cominv ACCEPTANCE No.: 97- 063O.Q6 APPROVED : JUL " 1 1997 NOTICE QFcQE T'ANCE: EXPIRES : June .10. 1998 SPECIFIC c4DITIONS 4.2 Limit shim space to a maximum of 1 /4 ". 4.3 Attachments of sub - bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected_ 5. IDENTIFICATION 5.1 Each unit shall bear a permanent Label with the manufacn rer's name or logo. city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean root height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6..3 This approval renews Notice of Acceptance No. 93 0720.04 dated August 19, 1993. 6.4 Note: The installation of this unit will require a hurricane protective system. vla^.0 1 Ptrez, P.E. ?!ans Exa tll . ^ .. Produc ontrol Division TEST RESULTS EXTERIOR WIND LOAD (PSF) ASTM E330 POSI11V +54.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE - 54.0 ?SF WATER RESISTA.'4CE (PSF) ASTM E547/E331 6.0 PSF AIR INFILTRATION @ 1.57 ?SF ASTM E283 (<0.37 CFM/FT) 0.19 CFM/FT FORCED - ENTRY RESISTANCE (FER) ) AANL4 1302.5 -76 MTL -15594 Design Pressure Rating (Positive) 436.0 PSF Design Pressure Rating (Negative) -36.0 PSF . DEC-19-97 12:04 PM T P1 WINDOW &DOOR 954 783 0414 P.06 • 4 ' T.M. Window & Door Company ACCEPTANCE No.: 97.0630.06 7. TESTS PERFORMED: 9. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 10. TYPICAL ELEVATION: NIA. A.PPROVED : ,flll. ^ t 1997 EXPIRES : June Z0, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CQND[TIONS RESULTS: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an alum. single hung window prepared by Miami Testing Laboratory, Report No.M T L -1 5594 dated 06/t1/95, signed and sealed by lotus C. Olson, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die dwgs.. sections and assembly dwgs. 3-3 Calculations: N /A. 9. COMP, .R.ATIVE ANALYSIS: Norte. Mianue ?ere;,, P.E. Plans x :• r II Product Control Division . T.M. Window & Door Company ACCEPTANCE No.: 97- 0630.06 APPROVED J It 3 1 i 9 97 EXPIRES : June 30, t998 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a rer+`ewal application has been filed and the original submitted documentation, including test supporting data, engineering ddcurnens. are no older than eight (8) years. 2. Any and all approved product shall be permanently labeled with the manufacaarer',s name. city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance. including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performanCe of this product or process; b) Misuse of this Acceptance as an endorsement of any product. for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at ail times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1.2, 2(a) through 2(c) and this last page 3. Items 10 11 & 12 fisted below only apply to lazed products and doors 10. Unless specifically indicated in the Acceptance (approval). this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame. shall be as indicated in Section 4 of this Notice of .acceptance. but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced En,j Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE 3 /Or, " Manu 1 Perez P.E. Plans Exa L Product Control Division r 11 250 IizOSF bPR 100 300 . — 50 ; 200 r . 2 i 114.7 b PR! 0 H � 150 — 30 35 T M Building Products, Ltd s . 40 45 50 Window Width (inches) Series 605 OH - C35 Comparative Anaylsis Load Curves Based on MTL # 15594 of 6 -16 -93 Test Size = 66 x 120 Load Test = 54.0 psf - Exterior = 54.0 psf - Interior Water Test = 6.00 psf -1 5/8" sill Water Test = 13.20 psf - 3.280" sill Water Test = 16.50 psf - 4" sill 26 rr r& 14( L, • 38 3/8 50 5/8 63 • 76 3/4 190 METRO -DAoa PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings Pan American 2805 N.C. 185 St. Miami, Acceptance No.:95- 1114.02 Expires:02 /01/99 Approved:02 /01/96 FL 33163 -E- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING COOE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1553 (305) 375 -2901 FAX (305) 375 -2908 INTERNET. mdce01@shadow.net PROOUCT CONTROL SECTION (305) 375.2902 FAX (305) 372 -6339 Your application for Product Approval P.4 -3 (1"x) Aluminum Mullion under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. PA1- DE'T.DXF, Sheets 1 thrtt 5 of 5. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodl?iguez Product Control Supervisor TIIIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE CO'[MITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building' Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County f GD - lr - 7V 1 f.V L A. 1... r ..rv..r�. -.- �•.... v..�.. in in.g.lran American EP /-...� li.... V r • V 1 ACCEPTANCE No.: 95-1114.02 APPROVED FEB 0 1 1996 EXPIRES : FEB 0 1 1999 k.V 1 V 1. DESCRIPTION OF UNIT 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 y[a Desig nat(o Binning: Pan American Aluminum PA -8 (1 "x) Mullions (Non- reinforced). To be used to support only windows with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extruded aluminum rectangular tube of 1/8" lateral, 0.173"/0.153" front & 0.220" back wall thickness, with a tee shape protrusion in front creating a double groove to accommodate the window's perimeter frame flange. Tube dimensions are: 1 -1/8" x 3" (Part 08 -67), 1 -1/8" x 3 -1/2" (Part 08 -68), 1 -1 /8" x 4" (Part 08 -70) and 1 -1 /8" x 4 -1/2" (Part 08 -69) Tube material is aluminum alloy 6063 -T5. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested specimen: A side -by -side configuration, consisting of one 41" wide x 78- 13/16" high Series PA -14 Aluminum Single Hung Window and one Fixed Window of the same size mulled together. Overall dimensions: 6' 10" wide x 6' 6-13/16" long overall 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2 Mullions are to be used only to support windows, with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 78 ". 3.4 For Design Pressure Rating vs. Mullion length, see "Ix Mull Performance Charts" for each mullion size (PA - - 1.30 for 1" x 3" mullion, PA -8 -1.35 for 1" x 3 -1/2" mullion, PA -8 -1.40 for 1" x 4" mullion and PA - - 1.45 for 1" x 4 -1/2 ") on Sheet 5 of 5, Drawing No. PAI- DET.XLS, bearing the Dade County Product Control approval stamp. 3.5 For anchoring condition and clip installation details, see "Anchoring Details" on Sheets 4 of /,,Drawing No. PA I - DET.DXF, bearing the Dade County Product Control approval stamp. 3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and listed in their individual Notices of Acceptance. N(an Perez, P.E. Pia /Examiner II Product Control Division filnnin 9 P n American 4. INSTALLATION: ACCEPTANCE No.: APPROVED FEB 0 1 1996 NOTIC.E OF PT V E: SPECIFIC CONDITIONS Product Control Division 95 -1 1 14 02 EXPIRES FEJ 0 J 1499 4.1 Ve ticai . ' . nth _ i i ati n•• 4.1.1 i. •nry • C - te Two 2" x 2" x 1/8" x 2" tong, 6063 -T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each cnd of the mullion (totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored (with wood block notched out) directly into concrete or to a concrete filled block with two 1/4" x 1 -1/2" Tapcon (two per angle clip, four per end), with a minimum embedment of 1 -1/4 ", spaced 1 -1/4" apart minimum, as shown on Section "Clip Installation ", Drawing No. PA1- DET.DXF, Sheet 4 of 5, bearing the Dade County Product Control approval stamp. 4.1.2 e W Two 2" x2" x 1/8" x 2" long, 6063 -T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored to a 2x wood buck using two #14 WS x 1 - /2" embed (7 diam.) (2 per angle clip, four per end), (Note: when wood buck is less than a 2x, concrete anchors shall be used to go thru buck and penetrate into concrete as described above in 4.1.1) as shown on Section "Clip Installation ", Drawing No. PA1- DET.DXF, Sheet 4 of 5, bearing the Dade County Product Control approval stamp. 4.1.3 Clip_Arwiea to Steel Stud or Runner Two 2" x 2" x 1/8" x 2" long, 6063 -T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored to a 605.118 or equal steel stud or runner using two 1/4 " -20 Self Tapping SMS (2 per angle clip, four per end), as shown on Section "Clip Installation ", Drawing No. PA I- DET.DXF, Sheet 4 of 5, bearing the Dade County Product Control approval stamp. 4.2 Fastening of the windows jambs to mullion must use either a #10 x 1- 9/16" min. thru -bolt with nut or a #10 x 5 /8" Self Tapping SMS, spaced at 4" from ends and 24" o.c. or as per window approval, whichever is, less. 4.3 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.4 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.5 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. Man - 'erez, P.E. Pia xaminer 1l - TEST 1 TEST LOADS DESIGN LOADS r..� ..•••••■••■•■ ......,mot UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202.94 POSITIVE +46.50 rst' MTL -166I7 +46.5 PSF MTL -16617 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFDC PA 202 -94 POsMVE +69.88 PSF tvMTL•16617 +46.50 PSF MIL-16617 This is a verification test aniy. For Design Pressure Rating vs. Mullion length, see "I % Mull Performance Charts" on Sheet 5 of S, of Drawing No. PAl- DET.X bearing the Dade County Product Control approval stamp. FEB-12-98 THU 11:14 AM MICHAEL.L.COHEN 954 923 1805 + + + ++ + +9 P.11 • Binn } Pi n Amcri 7. TESTS PERFORMED RESULTS ACCEPTANCE No.: 93 -1 1 14.02 APPROVED : FEB 0 I 1996 EXPIRES : FEB 0 1 1999 N.QX10E OF A CC_>♦ PTANCE: SPF�C[FIC C.QN ITIO 5. IDENTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Not This mullion can not be installed is part of an impact resistant unit. Manu P ez, P.E. 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OP 3 TC2 IWN 5U191CR: PAI•DETALS METRO.Ol+l "HOOKLOCK" EXTRUDED ALUMINUM STORM PANELS PRODUCT CONTROL NOTICE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 OF ACCEPTANCE MIAMI FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 PRODUCT CONTROL. DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Product Approval of: "Hook Lock" Extruded Aluminum Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Altemate Materials and Types of Construction, and completely described in the plans. specifications and calculations as submitted by: Applicant, along with Drawing No. 94-45, Sheets / trru4 of 4. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0312.01 c../ • _ ti -/ 1 B Expires:06 /05/00 SC - G - /pia -GC °�_ 3 au Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dadc County. Florida undcr the conditions set forth above. Approved:06 /05/97 -1- 1.S ranger. Director Building Code Compliance Dept. Metropolitan Dade County Internet mall address: postmsstsrebulldIngcodsonlIns .tom 41g, Nomspege: bttpJ /www.bulldtnacodsonlIns.com Security Aluminum Windows & Doors ACCEPTANCE NO.: 97- 0312.01 APPROVED ; JUN 0 5 1997 EXPIRES : JUN 0 5 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an extruded aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 The storm panels shall be constructed as indicated on approved drawing No. 94-45 Sheet 1 of 4, using aluminum alloy 6063 -T6, with a typical wall thickness of .078 ". 2.2 Panel consist of a single extrusion having a total width of 11.50 ", forming 2.00" deep ribs and a self - mating hook at each end. 2.3 Components shall be aluminum alloy 6063 -T6, extruded header, a 1 -1/2" x 2" x 1/8" angle and a 2" x 4" (or 6 ") x 1/8" wall thickness aluminum tubes. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 8' -0" or 96" for wall mount and built -out condition and 7' 6-7/8" or 90 -7/8" for ceiling & floor mount, to be installed only as outlined on Dwg. No. 94-45 Sheets 1 thru 4 of 4. 3.2 Minimum separation to existing glass to protect shall be 2 -3/4 ". 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Panels longer than may be installed stacked using an aluminum tube mullion at midspan, anchored to the wall at each side. For Design Pressure Rating vs Mullion Span and Shutter Height, see Charts on Sheet 4 of 4, Dwg. No. 94 -45. 3.5 Special Requirement: None 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are inserted at the top into the header. which is anchored to the wall with a perpendicular or inclined fastener; and captured at the bottom by two 1 -1/2" x 2" x I /8" aluminum angles, where one is anchored to the wall and the other locking to the first with 1/4 " -20 x 3/4" SS studs w /wing nut, spaced as indicated on the spacing table, as shown on Section C -C, Dwg. No. 94 -45, Sheet 2 of 4, bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling & Floor Mount (Inset Mount) The panels are inserted at the top into the header which is anchored to the inside of the concrete lentil opening; and captured at the bottom by two 1 -1/2" x 2" x 1/8" aluminum angles, where both are anchored to a concrete slab or bulkhead, locking the panels with fasteners spaced as -2- Man el Perez, P.E. Plans <aminer 11 Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY HETI -94 -130 Max.. 2 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +91.0 PSF HETI -94 -130 +70.0 PSF HETI- 94 -I30 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -117.0 PSF HETI -94 -130 -90.0 PSF HETI -94 -130 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +82.0 PSF HETI -94 -126 +55.0 PSF HETI -94 -126 Max.. 0.549" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -110.0 PSF HETI -94 -126 -72.5 PSF HETI -94 -126 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +120.0 PSF HETI -94 -131 +80.0 PSF HETI -94 -131 Max.. 0.764" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -2 - 10.0 PSF HETI -94 -131 -140.0 PSF HETI -94 -131 DESIGN PRESSURE RATING For anchor spacing of: 11 ", 5 1/2 ", 11" +55.0 PSF -72.5 PSF DESIGN PRESSURE RATING For anchor spacing of: 5 1/2 ", 5 1/2 ", 5 1/2" +70.0 PSF -90.0 PSF Security Aluminum Windows & Doors ACCEPTANCE NO.: 97- 0312.01 . JUN 0 5 1991 APPROVED EXPIRES : JUN 0 5 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS indicated on the spacing table, as shown on Section A -A, Dwg. No. 94 -45, Sheet 2 of 4, bearing the Dade County Product Control approval stamp. 4.1.3 Build Out Mount The panels are inserted at the top into the header which is attached with 1/4 " -20 x 3/4" SS studs w /wing nuts to a 2" x 5" x 1/8" aluminum angle anchored to the wall; and captured at the bottom by two 1 -1/2" x 2" x 1/8" aluminum angles, fastened with 1/4 " -20 x 3/4" SS studs w /wing nut, to each other and also to another 2" x 5" x 1/8" aluminum angle which in turn is anchored to the wall below; end caps consisting of 3" x 2" x 1/8" or 2" x 2" x 1/8" aluminum angles shall be installed at the sides to cover the gaps between wall and panels, as indicated on the approved detailed drawing No. 94-45, Sheet 2 of 4, Section B -B. bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. 4.2 Anchorage of the header and angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -45, Sheets 1 thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 94-45, Sheets 1 thru 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This renewal supersedes Notice of Acceptance No. 95- 1205.03, dated 02/08/96. -2a- Mandel Perez, P.E. Plan Product Control Division Security Aluminum Windows & Doors ACCEPTANCE NO.: 97- 0312.01 EXPIRES JUN 0 5 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: -2b- Manu 1 Perez, P.E. Plans Product Control Division APPROVED : JUN 0 5 1997 trier 11 Security Aluminum Windows & Doors ACCEPTANCE NO.: 97- 0312.01 APPROVED :. JUN 0 5 1991 EXPIRES : ,IIIN 0 5 ?1100 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Hook Lock" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -130, dated June 4, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of "Hook Lock" storm panels. prepared by Hurricane Engineering & Testing, Inc., Report No.HET1 -94 -126, dated March 27, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.3 Test report on Uniform Static Air Pressure Test of "Hook Lock" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -131, dated March 27, 1994, signed and sealed by Arshad Vigar, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94-45 "Hook Lock" Storm Panel Details, Sheets 1 thru 4 of 4, prepared by AI -Farooq Corporation, dated 06/08/94, revised on 11/10/95, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Die drawings No. AF -10686 dated 12/16/93 and AF -10729 dated 12/29/93. 8.3 Material certification: 8.3.1 Certified Inspection Report from mill, prepared by Alumax Extrusions Inc. dated 6/28/94 for aluminum alloy 6063 -T6 8.3.2 Certified Chemical and Tensile Test Report No. 70 -02 -94 -219 prepared by ATEC Associates, Inc. dated June 15, 1994. 8.4 Calculations: 8.4.1 Anchor calculations prepared by AI -Farooq Corporation, dated 10/13/94, signed and sealed by Humayoun Farooq, P.E. 8.4.2 Aluminum tubes calculations prepared by AI -Farooq Corporation, dated 11/12/95, signed and sealed by Humayoun Farooq, P.E. -2c- Man •1 Perez, P.E. Plans ' a gy iner 1I Product Control Division Security Aluminum Windows & Doors ACCEPTANCE NO.: 97- 0312.01 APPROVED : JUN O 5 1997 EXPIRES : JUN 0 5 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents. are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared. signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior wrinen approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County. Florida. and followed by the expiration date may be displayed in advertising literature. If any ponion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval). this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. I I . The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other pans of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one tested with th'e unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code.' END OF THIS ACCEPTANCE /. /.... Man el •erez, P.E. Plans Product Control Division met II ANCHOR TYPE UPTU 70 PSF ANCHOR TYPE A UPTO 90 PSF SPACING 1NCMES SPIKING INCHES $ BLOCK WO0Q C 5 :5 )31 CR I O 5 - WOOD = 9 TICK 0 5.5 - a :5 - - E - - 5.5 E - - 53 ANCHOR TYPE UPTO 7o PsF rTreft .H.• T, ANCHOR UPTD 90 Psr SPAC NG INCHES ' CONG_BLnCK 3 W000 IW■ t�]•IESilavMN fZMIllf00EU 11101010111 e 9 TICK 0 5 - _ E - - 4 ANCHOR WIWI 1 _ __i Will NM =II 90 PSF !`x'91:.71' ' A ANCHOR SPACING SPACING TINGLES TYPE •� « TYPE 9 TICK WOOD 5 5 a $ ON S C S :5 5.5 - 5 5 = E - - 5.5 E - _ - 5.5 • • 70 ' SF TY ' EiZyL•flyFi R FI MIMI NMI IFS11110 WIWI 1 _ __i Will NM =II Mal E4I00 MUM Ws If= lo FsM1111O_ WEI I<IIII00Elbll IN.9PL - COI - WN. SZ ARATION IrLL -3 4' INSTALLATIONS CEILING & Fl OOR MOUNT SECTION A —A PANEL FOR GENERAL NOTES EXTRUSION DETAILS SEE SHEET 1 OF 4.1 1/4' MAx MAX SPAN■90 -7/8' 2 i 1 -1/2 ■ 1/8' ALUM ANGLE 603 -T0 ANCHOR D 0 18' O.C. 11' 11 ANCHOR TYPE E UPTO 70 psr SPACING INCITES ONC Al OCK 5 -1 WOOD 5.5 ANCHO TYPE E UPTO 90 psr SPACING INCHES ONC OCK 4 WOO 5.5 BUILT OUT CONDITION 2x5 X 1/8' ALUM ANGLE 6063 -15 1/4' -20 X 3/4' SPUDS 1 -1/2' W/ WNG NUTS FOR SPACING SEE NOTE BELOW 1/4' WAX PANEL 1 -1/2 2 X 5 X 1/8' ALL ANGLE 6063 -T5 SECTION a MAX SPAN■96' PRODUCT R ILNE ED ACCEPTANCE ,.,.q 0312.0 R4T11./N D.\Ic1u 1 ,i i • , , ub l..INil M. PLATS, BY `2 . 1 -i/2 a 1/8' ALUM ANGLE 6063 -T6 _1/4' -20 X 3/4' STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW SPACING FOR STUDS FOR PRESSURE RATING +70 PSF. -90 PSF, USE TYPICAL SPACING OF 5 -1/2' FOR PRESSURE RATING +55 PSF, -72.5 PSF, USE ALTERNATING SPACING OF 11' AND 5 -1/2' BUILD C c -UE COM LIANC - FICE Ed - TYPICAL EDGE DISTANCE CONC. 1. BUCK - 12d (12 ANCHOR DIAMETERS) WOOD - 54 FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4. Ed WALL MOUNTS r SECTION C —C 1/4' MAX PANEL MAX SPAN ■96' 2 ■ 1 -1/2 ■ 1/8' ALUM ANGLE 6063 -T6 )/4' -20 X 3/4' STUDS W/ YANG NUTS FOR SPACING SEE NOTE BELOW APPOVlC AS COMPLYING WITH Thl SOUTH { rioRi0A BUILDING CODE (T EgR,LIfig _ 19%. 55 PN000ei CUNINO! DIViS.G1 MIMING C009 COMPLIANCE OffICE ACCIPIS,NCI NO. •/2()S n) 0 41 z z c drawing no. 94 -45 sheet 2 01 4 c ENGINEER: HUMAYOUN FAROOQ PE 16557 FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE - 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW •�� 1/2 I64 F ACTOR f 1 1.00 0.86 0.71 0.57 t 0.50 EXAMPLE FOR 3 EDGE OI5T. SPACING - 12' 0.C. (FROM TABLE) FOR 2' EDGE D15T. SPACING - 12 X .71 - 8.5 0.C. 2.000 2_250 L 281 -1.500 2368 HEADER 6063 -T6 .,25 1.500 1 I 2_000 1 _BASE ANGLE 6063 -T6 .125 3.000 1.750 .078 FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. , ANCHOR A.D OR E 0 24 0.c. 3.000 2.500 11.500 EXTRUDED PANEL ALUMINUM .078 6063 -T6 2 X 2 X 1/21' OR21I3X1/8' ALUM. ANGLE FOR ENO CAP RE00. ONLY AT BUILT -OUT CONDIITON OPTION 1 TYPICAL ANCHORS ANCNOR(4 1/4' TAPGON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4• EMBEDMENT TO 611)0( ANCHCROD - 1/4' RAWL CAD( -N. STAR TAMPIM OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR © - /14 S.M.S. INTO W000. (S.C.■ 0.47) 1 -1/2- IAN. EMBEDMENT NOTE ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND N E COVERING (STUCCO. TUTS. ETC.) 2.500 3.000 1 1.500 SECTION D -D 1.922 .2211- END CAP BUILT -OUT CONDTITON 1 c' TYPICAL EDGE DISTANCE IN WOOD - 1 -1/ NO REDUCTION FACTOR I5 REQUIRED 0. } 24' TW. END 4P ANCHORS I• OPTION 2 # 10 S.►1S. 0 24 0.C. A B C C B A TYPICAL ELEVATION ACCT;; T L. N,...(41-631 2.0 I FUL :I a/N fkU1. DI19S1 UUILI I IJ CODE COMM IANCLWI7CF PRODUCT MARKING A 1120. HALL BE AFFIXED ON EACH PANEL WITH THE FOLLOWING STATEMENT. SECURITY ALUMINUM WINDOWS 'HOOKLOCK' EXTRUDED ALUMINUM STORM PANEL DADE COUNTY PRODUCT CONTROL APPROVED' ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) 4' TYP D END CLOSURE ANGLE REQ0. ONLY ON BUILT-OUT CONDITION SEE SECTION 0-0 L THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING C3DE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE - ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLAYS: ALL EXTRUSIONS SHAD. BE ALLOY AS LISTED. PANELS SHALL BE ALLOY 6363 -T6. 4. 5150. SURFACES TO BE PLACED 114 CONTACT WTT4 ALUMINUM SHAH BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER TN ACCORDANCE WITH FEDERAL SPEC. N0. TTP -645. OR BE GALVANIZED. 5. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR .STUCCO. 6. ALL BOLTS SHALL BE STNNLESS STEEL_ ALUMINUM ALLOY 2024 -74 OR 7075 -T6. OR PLATED STEEL WIN0 NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH 114E TABLES PERTAINING TO THE EXPOSURE/ZONE 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION a L /30 OR 2•. 9. AN010RINC 011 ! OAMVC CONOmoN5 OTHER THAN 1HO5F. SHOWN .N 1MESE DETAILS ARE iG BE E340I4LFi1LD SE1 ,RATE:f. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL 8E CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88. BASED 014 110 MPH WINO VELOCITY. DESIGN PRESSURE RATING = + 70 -PSF, - 90 PSF TYPICAL SPACING OF 5 - 1 /2 FOR STUDS DESIGN PRESSURE RATING + 55 PSF, - 72.5 PSF ALTERNATINC SPACING OF 11' AND 5 -1/2' FOR STUDS 0147NEETh HUMAYQUN FAR000 PE / 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0811 EBRIIARLl 9¢ BY PRODUCT ^ It1ROL OIV S ON BUIIOING COOL COMPUAKCI 01111E ACCLPIANCE NO9 L20S. 0 0 rowing no. 94 -45 ,heel 1 of 4 CLASS 7' W')00 HEADER REQUIRED v z zP O J W z 0- CC 0 N LA 0 0 MID z LO rn za`ra1 j n M I } ¢ C) to Z " 0 0 Q r)) 0 2v W to i I 's 111 111 EBE III 101111 Amu 5 rowing no. 94 -45 sheet 3 of FASTDNERS AS PER SCHEDULES W/ 1 -1/2" MIN. PENETRATION TO EXISTING WOOD HEADER 2 X 5 X 1 /8"AWM ANGLE 6063- 1/4' - X 3/4' STUDS W/ LING NUTS ' 1 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 -T6 FASTENERS SEE SCHEDUIES 2' X 4 CONT. w/ (2) 1/4' • x 5• lAC SCREWS o EACH SILO W/ 2' MIN PENETRATION INTO EXISTING STUD JNSTALLAIION DETAIL ON EXISTING WOOD BUCKS OTHER COMMONS SO&4R FOR FASTENERS SEE SCHEDULES ON SHEET 2 SCALE : 1/4 .. 1 -I / x 1 /8' / r ALUM AN CLE / 6063 -T6 14 X 3 /s' "_ 0 24' O.C. 1' X 4' X 1/8' CONT. ALUM TUBE W/ (2) 1/4 4 X 4' LAG SCREWS 0 EACH STUD W/ 2 MIN PENETRATION INTO EXISTING STUD EXISTING WOOD TRUSSES 0 24' 0.C. MIN. 2x4 UD4BERS MIN. S.G. - 0.51 2 X 4 1 1/8' ALUM 2X 5 ANC{ E * (2) 1/4' x 3' LAG SCREWS o EACH RAFTER 2 MIN. PENETRATION 3' YIN. HEADER CONNECTION TO WOOD TRUSSES MAX SHURER HEIGHT - 8 FT. MAX DESIGN LOAD - 70 PSF 1/4' PLYWOOD OGS11NG SOFFIT 's--14' -20 X 3/4' V 80LT W/ NUT • 2 FROM ENDS • 5-1/2" O.C. OIri1E at HUMmm(m FN(000 PE / 16557 11?.(3t)1:i i:E Ell I _K! .. RA I EON DAT L51.In)�_S 72.X0 NUu )/ 199 `. - PR .')UCT' CONTROL DIVIS! UULLDI. • ' CODE COMPLIANC APPROVED AS COMPLYING WITH THE S01.11 II FLORIDA BUftDINC CODE DAIETk ABRQ BY PROM 01101 DIVES ON BUILDING CODE COMFUTANCE OFFICE ACCEP1ANCE „111 ' - Iniiii PM III ili'lL RV II ILI MI .Lun. Twee 2 . • • WO rmaInUM ....EL LO.OS K S.... 1 1111111111111111 WW111E11 Illek %WU 11 Otatil IlliniffilliM liMillal \ 1 \ 1. InaM.: I • 2 x 4 x 1/3 2 x 6 x HORIZONTAL TUBE ALUMINUM (6063-T6) 14 S.U.S. 0 5-1/2" 0.C. SHUTTER HEIGHT FOR TYPICAI INSTAIIATION f/FTAIL5 SEE DWG # AFC 94-45 01 1 1 •A SHUTTER WIDTH 11111111111111111111111111111 TYPICAL ELFVATiON C) 7 ( 2 X :/4 --..., W/ 3/8 KWIX BOO ANCHORS - --] ALUM ANGLE 6" LONG W/ WASHER & NUT THRU BOLTS • 1 AWN TUBE 3/8" DIA HORIZONTAL TUBE CONNECTION TO WAI SCALE : I/4-1 60 70 80 SO SHUT TER SPAN - ItC)-ES 100 60 70 80 90 100 1 0 120 SHUTTER SPAN - INCHES ENGINEETC HUM.4YOUN FAR000 PE # 16557 130 • • • ( 17.1:03J PR 'C I CONTROL. mins, Bum% col*. COMPLIANCE I110E 14C APPKOYED AS COMPLYING W11H TNT SOUTH FLORIDA BUILDING CODE 199.4 PROPUL UN' DIV:S:ON 130110186 CODE COMPLIANCE OF EV AGCLOYANG( NO 95- Sz05.o...1 4-4 CCS z 0 A 8 0 a. a. 00 -• o 3 z 10 ..j rx. 1 3 7, .4 a •o -s 3 =- z r) D Nr) 1 -J -4C • -J 3 14- in 0 < 0 0 1AI u, tr) drowtnq no. 9 4- 45 C/4 (f) STOR!A PANEL DETAILS ‘ I .Lun. Twee 2 . • • WO rmaInUM ....EL LO.OS K S.... 11111k IMO . II ' - "`,,L=4...: ' r.:7_::' ' 2 ,7 L 11 0 ex ” in . 0 co k l il li. k ' \ ' 4 \ \ \ •1 NiIrk Mak IN. I 'N.WIEME111111 EINILV.114■111 n. INE 111W0■■■■ 2 x 4 x 1/3 2 x 6 x HORIZONTAL TUBE ALUMINUM (6063-T6) 14 S.U.S. 0 5-1/2" 0.C. SHUTTER HEIGHT FOR TYPICAI INSTAIIATION f/FTAIL5 SEE DWG # AFC 94-45 01 1 1 •A SHUTTER WIDTH 11111111111111111111111111111 TYPICAL ELFVATiON C) 7 ( 2 X :/4 --..., W/ 3/8 KWIX BOO ANCHORS - --] ALUM ANGLE 6" LONG W/ WASHER & NUT THRU BOLTS • 1 AWN TUBE 3/8" DIA HORIZONTAL TUBE CONNECTION TO WAI SCALE : I/4-1 60 70 80 SO SHUT TER SPAN - ItC)-ES 100 60 70 80 90 100 1 0 120 SHUTTER SPAN - INCHES ENGINEETC HUM.4YOUN FAR000 PE # 16557 130 • • • ( 17.1:03J PR 'C I CONTROL. mins, Bum% col*. COMPLIANCE I110E 14C APPKOYED AS COMPLYING W11H TNT SOUTH FLORIDA BUILDING CODE 199.4 PROPUL UN' DIV:S:ON 130110186 CODE COMPLIANCE OF EV AGCLOYANG( NO 95- Sz05.o...1 4-4 CCS z 0 A 8 0 a. a. 00 -• o 3 z 10 ..j rx. 1 3 7, .4 a •o -s 3 =- z r) D Nr) 1 -J -4C • -J 3 14- in 0 < 0 0 1AI u, tr) drowtnq no. 9 4- 45 C/4 (f) STOR!A PANEL DETAILS FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ' . FORM 600C -93 , Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions and Renovations Department of Community Affairs Compliance wtm Method C of Chapter 6 of the Flonda Energy Ethaerlcy Code may be demonstrated by the use of Form 600C-93 tor additions of 600 square feet a less, site- mulled components of manulaaured tames. and renovations to single and mutttfamity residences. Alternative methods are provided for addtbans by use of Fam 6006-93 or 600A -93. Bit F r 1 S T,Q.S ►4tk4.e... itioABUILDER: PERMITTI OFFICE: 1 \t(,t U.( 40 t'P PROJECT NAME: AND ADDRESS: lAtt,24A.i C. OWNER: AI SMALL DITIONS TO EXISTING RESIDENCES (600 Sauare feet or less of conditioned area). Prescnptive requirements in Tables 6C -1. 6C-2 and 6C -3 apply only to the components of the addition. not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescnptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site- invaded components and features are covered by this form. Please Print CK 1. Renovation, Addition or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Porch overhang length (ft.) 7. Glass area and type: a. Clear glass b. Tint, film or solar screen 8. Percentage of glass to floor area 9. Floor type and insulation: a. Slab on grade (R- value) 9a. R= sq. ft. b. Wood, raised (R- value) 9b. R= sq. ft. c. Wood, common (R- value) 9c. R= I-1 _sq. ft. d. Concrete, raised (R- value) 9 d. R= - -sq.-ft. 9e. R= sq. ft. e. Concrete, common (R- value) 10. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units' (Yes/No) 11. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 12. Cooling system' (Types: central, room unit, package terrninal A.C., none) 13. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas; room or PTAC, none) 14. Air Distribution System *: a. Backflow damper or single package systems' ( Yes/No) b. Ducts on marriage walls adequately sealed' (Yes/No) 15. Hot water system: (Types: elec., natural gas, other, none) • Pertains to mantractured homes with site installed components. I hereby certify that the plans and specifications covered by the calculation re to compliance with the Fonda Ener. PREPARED eY: /t/ • • DATE: I hereby certtty that th • uiidt t ? ' pia n��h the Flonda Energy Cod J �/ - OWNER AGENT: DATE: fiv[g KRAUT NO. - 1 - 9 z 5 5 CLIMATE ZONE: 7 JURISDICTION NO.: DATE: 2. S t u Q 1o. c.dAu Del + 3. �r 4. 5. 0 6 Single ane 7a. sq. ft. 7b. sq. ft. 8. Double Pane . ' 7 sq. ft. sq. ft. 10a -1 R= t:- 37� sq. ft. 10a -2 R= sq. ft. 10b -1 R= - sq. ft. 10b -2 R= sq. ft. 10c 11a. R= 3 0 Sq 7 sq. ft. 11b. R= sq. ft. 12. Type: IJQ&I SEER/EER: - 13. Type: d) 0 t HSPF /COP /AFUE: 14a. 14b. 15. Type: cj EF: r✓ 6 81g 9 Review of plans and soedficatiors covered by this calculation indicates compliance with the Flonda Energy C ode. Before axisuucion rs carloieted. mis building will be inspected tor comdiancgrtlordance with Section 553.908. F.S. BUILDING 0 COMPONENT I MINIMUM I INSU M EQUIPMENT E MWIMUM I INSTALLED WALLS I Concrete R R -5 C Central A/C - Split S SEER = 1 10.0 S SEER =100 SPACE HEATING t CEILING FLOORS 1 loth 1 Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = xi• f) Installed % = :3A, . GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UPTO20% UPTO30% UPTO40% UPTO50% 'Single Double Single Double Single Double Single Double OH - SC OH - SC OH - SC OH - SC OH -SC 0 OH - SC OH - SC 1"- 1.0 0'- .90 2'- 1.0 1 '- .90 3"- 1.0 2' 4"- 1.0 3' .90 0'- .86 1'- .86 0" .70 2 "- .86 .70 3 "- .86 2'- .70 0"- .65 1 " -.65 0"- .50 2 " -.65 1' -.50 0 "- .45 1"- .45 0"- .40 a 0 "- .35 ii Shading coefficients (SC) may be obtained from the manufacturer. Single clear SC = 1 0, double dear SC = .90, and single tint SC = .86. TABLE 6C-3 . MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. Interior Joints & Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls must be sealed. 1 j Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must.be sealed. ✓/� Infiltration Barrier 606.1 Infiltration barrier must be installed in exterior walls & raised wood floors. y Fireplaces 696.1 Fireplaces must have flue dampers, glass doors and outside combustion air intakes. .1� Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion N ( L devices with integral exhaust ductwork. ( Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, N �� Heating except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. V Ni k Swimming 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a Pools & Spas pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems, (including heat recovery units) and the first / 8' of piping from the water heater (or until piping enters an insulated wall or slab). Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. HVAC Duct 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation & Installation insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical closets. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. ;• • 4 • Climdte Zones 7 8 9 RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY GENERAL DIRECTIONS: 1. On Table 6C idreate die R - value al the insulatan Deng added to each ccmocnee and the efhoency levels di the mu9mere being istaked. M R vaktes and effoendes installed mat meet or exceed the min iT m values ksled. Components and acumen neither being added nor renovated may be lett bank. 2. ADDITIONS ONLY. Detemune the percentage of new glass to candrmoned boor area in the addition as follows. Total the areas of ell glass windows. sliding glass doors and glass door panels. Double the area of N non - vertical vertical roof glass and and a to the prevrotrs total. When gars m ensorg estenor wags is being removed or enaosed by Me addition, an amour equal to the total area re airs glass may be subaacted from the total glass area. Divide the adjusted glass area total by the axtdmoned boor area of the addition. Muter* by 100 td get the percent Find the largest glass percentage under wt t your calculated percentage tails on Tale 6C-2. PresaiImes are Oven by the type d glass (S+rgle or Double pane) and the ovemeng (OH) paired wren a shading coefficient (SC). For a given glass type and ovemang, the nwerun shading cdethoers allowed a specified. Mont gds windows and doors previously in are extenor walls o' the house and Deng reinstalled et Die addibon, do not have to comply with the overhang end goading coefficient recurements on Table 6C-2. Ala new glass et the addition mat meet the requremee la one of Me options m the glass percentage category you indicated. The overhang (OH) dam= is measured perpendiatarty from the face of the grass >b a point eirecoy tmrr the outermost edge d the ovemang. 3. RENOVATIONS ONLY. Reptecemem glass needs to meet the following requirements. Any glass type and grading coefficient may be used to glass areas *Rids are titer at least a two loot (Nature end *Rose towel edge does not emend further than 6 feet from Me oe mang. Glass areas bang renovated mat 03 not meet this =aria must be either single-pane tided. doib e deacor double-pane treed. 4. Complete the information repuested on the top ball of page 1. 5. Read 'Minimum Requirements for Small Additions and Renovations', Table 6C -3, and cheek all applicable items. 6. Read. sign and date the'Owner /Agent eerOticaton statement on page 1. ;• • 4 • Climdte Zones 7 8 9 RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY GENERAL DIRECTIONS: 1. On Table 6C idreate die R - value al the insulatan Deng added to each ccmocnee and the efhoency levels di the mu9mere being istaked. M R vaktes and effoendes installed mat meet or exceed the min iT m values ksled. Components and acumen neither being added nor renovated may be lett bank. 2. ADDITIONS ONLY. Detemune the percentage of new glass to candrmoned boor area in the addition as follows. Total the areas of ell glass windows. sliding glass doors and glass door panels. Double the area of N non - vertical vertical roof glass and and a to the prevrotrs total. When gars m ensorg estenor wags is being removed or enaosed by Me addition, an amour equal to the total area re airs glass may be subaacted from the total glass area. Divide the adjusted glass area total by the axtdmoned boor area of the addition. Muter* by 100 td get the percent Find the largest glass percentage under wt t your calculated percentage tails on Tale 6C-2. PresaiImes are Oven by the type d glass (S+rgle or Double pane) and the ovemeng (OH) paired wren a shading coefficient (SC). For a given glass type and ovemang, the nwerun shading cdethoers allowed a specified. Mont gds windows and doors previously in are extenor walls o' the house and Deng reinstalled et Die addibon, do not have to comply with the overhang end goading coefficient recurements on Table 6C-2. Ala new glass et the addition mat meet the requremee la one of Me options m the glass percentage category you indicated. The overhang (OH) dam= is measured perpendiatarty from the face of the grass >b a point eirecoy tmrr the outermost edge d the ovemang. 3. RENOVATIONS ONLY. Reptecemem glass needs to meet the following requirements. Any glass type and grading coefficient may be used to glass areas *Rids are titer at least a two loot (Nature end *Rose towel edge does not emend further than 6 feet from Me oe mang. Glass areas bang renovated mat 03 not meet this =aria must be either single-pane tided. doib e deacor double-pane treed. 4. Complete the information repuested on the top ball of page 1. 5. Read 'Minimum Requirements for Small Additions and Renovations', Table 6C -3, and cheek all applicable items. 6. Read. sign and date the'Owner /Agent eerOticaton statement on page 1.