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RC-09-1023 `f RC 4-09- lo Inspection Worksheet Miami Shores Village tul 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 123171 Permit Number: DS -8 -09 -1433 Scheduled Inspection Date: June 08, 2010 Permit Type: Driveways /Sidewalks /Slabs Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ADVERT, DIANA Work Classification: Addition /Alteration Job Address: 1223 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 113205025014 Project: <NONE> Contractor: LS DEVELOPMENT, LLC Phone: (954)497 -1212 Building Department Comments BUILD TWO PARKING SPACES AT REAR OF PROPERTY OUT CONCRETE WITH FIBRE MESH Inspector Comments Passed ag Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. .rune 07, 2010 For Inspections please call: (305)762 -4949 Page 2 of 20 Inspection Worksheet K ~ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 127528 Permit Number: RC -6 -09 -1023 Scheduled Inspection Date: October 22, 2009 Permit Type: Residential Construction Inspector: Levrock, James Inspection Type: Plumbing Owner: ADVERT, DIANA Work Classification: Garage Enclosure Job Address: 1223 NE 102 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132050250140 Project: <NONE> Contractor: HOME OWNER Building Department Comments GARAGE ENCLOSURE INTO A OFFICE, BATHROOM AND WASHROOM I e or Comments Passed Failed Correction ❑ � . Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 21, 2009 For Inspections please call: (305)762 -4949 Page 31 of 34 /aaa tiE Boa g. kaw, F j L K4�*" P'WM Vj&O 0 I� - 08_ aoo9 godSo NE a,hd . RE: J -OL-) 144c qq/L-o(Ttj 0**t� 4rw kooF - R - 30 ExrE,eioW. l)ALcS- 3 /y''tk,ieEZ R -5.a F&aA§I,. CQ -rte P.e�- 35 ! i Miami Shores Village ) t 10050 N.E. 2nd Avenue � � J 2'3 Miami Shores, FL 33138 -0000 v 1 Phone: (305)795- 2204 Expiration: /2 Project Address Parcel Number Applicant 1223 102 Street 1132050250140 DIANA AUVERT Miami Shores, FL 33138 Block: Lot Owner Information Address Phone Cell DIANA AUVERT 1223 102 Street? MIAMI SHORES FL 33138 -2617 Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 HOME OWNER Total Sq Feet: 347 Approved: Yes For Inspections please call: Comments: (305)762 -4949 Date Approved: 6/18/2009: Yes Available Inspections: Date Denied: Inspection Type: Type of Construction: GARAGE ENCLOSURE Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info: Bond Return: Classification: Residential Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $6.00 RC -6-09 -35132 $ 688.93 $ 438.93 CO /CC Fee $150.00', a DBPR Surcharge $1.74 RC -6-09 -35132 $ 688.93 $ 688.93 $ 0.00 Education Surcharge $2.00 Check #: 823 Notary Fee $5.00 Permit Fee - Additions/Alterations $300.00 Plan Review Fee (Engineer) $60.00 Plan Review Fee (Engineer) $60.00 Radon Surcharge $1.74 Revision Fee $60.00 Scanning Fee $24.00 Submittal Fee $250.00 Submittal Reversal Fee ($250.00) Technology Fee $18.45 Total: $688.93 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated September 10, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 10, 2009 1 u Miami Shores Village Z �� w 10050 N.E. 2nd Avenue' Miami Shores, FL 33138-0000 � gm Phone: (305)795 -2204 �� p►.; x �r� ��zss _ ,,. Expiration: 03/091201 Project Address Parcel Number Applicant 1223 102 Street 1132050250140 DIANA AUVERT Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell DIANA AUVERT 1223 102 Street, MIAMI SHORES FL 33138 -2617 Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 IGLOO AIR CONDITIONING INC 305 - 5548988 (305)970-4516 : e q Total S Fee .. 0 �1�11-111111�1 111, "I'll", 'J" Tons: For Inspections please call: Additional Info: MECHANICAL (305)762 -4949 Classification: Residential Available Inspections: Approved: In Review Inspection Type: Comments: Date Approved:: In Review Final Date Denied: Type of Work: Fees Due Amo Invoice # Total Amt Paid Amt Due CCF MC -9-09 -35869 $ 159.15 $ 159.15 $ 0.00 Education Surcharge Permit Fee - Additions/Alterations $ Check #: 1079 Scanning Fee Technology Fee Total: $15 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 10, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 10, 2009 1 Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �� -- Tel: (305) 795.2204 Fax: (305) 756.8972 ° °° BUILDING Permit No. PERMIT APPLICATION Master Permit No. — > FBC 200 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) �1 � Phone # (30 c ^1 Owner's Address± ME IDaS r , City t�tl �Lt1�� State ) Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village _ County Miami -Dade Zip FOLIO / PARCEL # 1 - - 3 - 9 - 05 — 014 Q Is Building Historically Designated YES NO LZ � Contractor's Company Name fir% +�da � �pi7 ; hone # J,0c9 2 Y � Contractor's Address State Zip Qualifier Name G j �/� S � Phone # State Certificate or Registration No. cmc 1 Z "y 5k? Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ zj Square/ Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration 09 ew ❑ Repair/Replace El Demolition Describe Work: t 00 6 e r aY ste at Sr ntuxe4 oYxxSY Y 3roadrxslrxxx4ex�Se dr &dexdr YxxYxxoYF�skx��YxY 4e s4 dexee pYxxxaY &uxxeY4xYexdexek *ekxx '. 11 yC/ Submittal Fee $ Permit Fee $ � CCF $ - CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ _ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgalf4ender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7 days after the building permit is issued. In the sence of s ch posted notice, the inspection will not be a proved and inspe tc n fee will be charged Signature Signature . Ow nt ntrac r nn The for ing instrument was ac wledged before this The foregoing i trument was ackno ledged before a this O� day of : . * L , 20 b r � m } day of ` ' , 20 9 by who is personally known to or who has proddced V who is pee nally known lto/�me or who h producedT_.J As identification and who did take an oath. ( ��eafcation and who did take an oath. NOT Y PUBLIC:e N ARY PUBLIC: �,,� �,;; �� s � �'• cos Sign: g� Sign: egg ��.�4� e � Print: Print: 1{� My Commission Expires: , P 'il t , My Commission Expires: �p��•,` a. �� o�� r ` °a, e �a� M �g xxaeu Bc 4cuo: o:xxxxxxoYxdeae 9ex�xux4cxaYxxxxnYxocda ticx4e`3c tie ®dex�xxot vex4cxuxxeYxxxxxxo4 daxeYxx�cxacx,Y ie &xxxxxx &xxat,CxxxxnYxa� APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised-02/08/06) a Aug 28 09 10 :32a IGLOO AIR CONDITIONING 305 2584791 p.1 RSm� EP-K I T . �Ca� -Lba.3 IGLOO AIR CONDITIONING INC. 12241 SW 221 ST. Miami, Florida. 33170 Phone: (305) 554 -SMS 1305- 258-4791 Rivas Sergio@belisouth.net P. ,.wt. - ' in � ��j � � 08 -2049 SUBMITTED TO: JOB ADDRESS DIANA AUBERT. 1223 NE 902 ST. MIAMI SHORES VILLAS, FL. MIAMI SHORES , FL. 33138 We propose to furnish material and labor and complete in accordance with the specification below for the sum of $ 2900.00 TWO THOUSAND NINE HUNDRED AND OOHOO Payments to be made as follows: 50% DOWN PAYMEN AND 50% AT FINAL. All material is guaranteed to be specified. AD work to be completed in a workmanlike manner to standard practices. Any alteration or deviation from specifications below invoiving extra coats will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fine, tomado and other necessary insurance. Our workers are fully covered by Workmen's Insurance. We hereby submit specifications and estimeW for new installa*m of HVAC System: All Mechanical work for the above referenced job.according to tide specifications and notes in plans submitted to us. Estimates Mc Wes: MECHANICAL PERMIT. INSTALLATION OF (1) MINI SPLIT SYSTEM. ( HEAT PUMP SYSTEM. ) 1.5 TONS. ° MITSUBISHI ° (16.00 SEER ) REFRIGERATION ONES. WARRANTY= 5 YEAR IN COMPRESSOR AND ONE YEAR IN PARTS BY MANUFACTURER. ONE YEAR WARRANTY IN LABOR BY IGLOO AIC. HAVC TEST AND BALANCE REPORT NO INCLUDED IN MUTE. MODEL= MS7A17NA 1 MUZA17NA Acceptance of Proposal The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specify. Payment wilt be made as out4ined above. Payments should be made no more than 30 days after final inspection. Date of acceptance: / '9 Signature: Signature: =W::C2 ,�oA PA, ' AMAJ4 AL)VEP i • Inspection Worksheet Miami Shores Village \� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 123220 Permit Number: MC -8 -09 -1439 Scheduled Inspection Date: December 08 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: ADVERT, DIANA Work Classification: A/C Replacement Job Address: 1223 NE 102 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132050250140 Project: <NONE> Contractor: IGLOO AIR CONDITIONING INC Phone: 305-554 -8988 Building Department Comments INSTALL A MINI - SPLIT, DUCTLESS, HEAT FURNACE Inspector Comments Passed Z Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 07, 2009 For Inspections please call: (305)762 -4949 Page 5 of 14 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 131093 Permit Number: RC -6 -09 -1023 Scheduled Inspection Date: December 10, 2009 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Building Owner: ADVERT, DIANA Work Classification: Garage Enclosure Job Address: 1223 NE 102 Street Miami Shores, FL 33138 - Phone Number Parcel Number 113205025014 Project: <NONE> Contractor: HOME OWNER Building Department Comments GARAGE ENCLOSURE INTO A OFFICE, BATHROOM AND WASHROOM Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 09, 2009 For Inspections please call: (305)762 -4949 Page 23 of 34 ERM IT # P & ° = ON TRACTOR: UB MITTA L DATE: am DD RESS: laQ wu AM E: ESUBMITAL DATES: OJ TY ?NING FIRE TWCRA I FEES L HRS/DERM LUM N NOC , ECHANI BLDG 10 Miami Shores Village ?0_1 Building Department JUN; l i 2009 10050 N.E.2nd Avenue, Miami Shores,.Horida 33138 B Y T °� ° ° ° ° ° °° Tel: (305) 795.2204 Fax: (305) 756.8972 3118 ail �M .'r►�►' BUILDING Permit No. K__,/ (N KJZ PERMIT APPLICATION Master Permit No. FBC 200' Permit Type (circle): Building Roofing ` r Owner's Name (Fee Simple Titleholder) _ h l jA LI A, U V E W Phone # o ®g 1 `°l - 3!q u Owner's Address I Oa ST' 04 ilk J1� S ttt)P�F_S State FL.. Zip A , 3 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) �? r T City Miami Shores Village County Miami -Dade Zip Z� 3 i 13 FOLIO / PARCEL # L- ~ ?G1) 9 D2!, 1 y°f) Is Building Historically Designated YES NO _L- f** Contractor's Company Name 6 cj Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ' 1 Square / Linear Footage Of Work: C Type of Work: ❑Addition FlAlteration []New ❑ Repair/Replace ❑ Demolition Describe Work• OY) S JJVtt A� Permit Fee $ CCF $ CO /CC Notary $ S • nn Traini c ng/Educadon� Fee $ Technology Fee _ $ " Scanning $ Radon ! DPBR I' Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ ��•� "'� � �° ,.� C 2 C c ` Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced , prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction 1.t this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person' whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will b approved and sinspe wn fee will be charged Signature Signature O r or A nt Contractor The f going instroment was ae wledged efore pie this The foregoing instrument was acknowledged before me this day of m , 20 r1n by day of , 20 by , who is personally known to me or who has producc V .Z 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. NOTAR PUBLIC: t. NOTARY PUBLIC: Sign: r ti' e�' Sign: Print: RQg� o, Print: My Commission Expires: , .� My Commission Expires: � °nave` aka $s $a sk k $a da da $ ask $v k k'k $a $uk k nk =k :k 8e sk $e sk =k k sk $e $ask'k � =k Ada $a nk ak�� k a� k k $e sk $ ak jk sk S sk s1 a sk � sk $o Ss ak $a:k F k sk Ia $ak sk nk k $e $ a a$ sk ak � sk =k sk s k rde ge 3 ?k'k ak k +k sk $ ga ak $ a ak k =k ak sk sk $a sk ?k'k � APPLICATION APPROVED BY �� j!�✓ �G `y / ��w e A, Plans Examiner Engineer Zoning (Revised 07/10/07) This Ins V Pr d are 13 Nam h r e nt �4 Z � �Li ( - � � la /� (� l ® O Address G / ®� (3 „a �7 ; 141Ak �j �l'� a3l O Mao _"7 w Permit No.� Tax Folio No, go= °- NOTICE OF COMMENCEMENT - STATE OF �9 COUNTY OF l�F won c r THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and In accordance with a Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. escri tion of ro er (legal description of pro arty, and street address if available to �— 5� r s NoOalt t �t#c�Rre LOT' to t, LAC. ( ��+ 2. Gen 7 � scr p on of ovem / KtA IA C � � � �='(, •' � 7 j =r r- z i 3. Owner information N At �� , a a. Name and address: f a rya Y b. Interest in property: Hp/gE pajA,/F/Z �-° ra c. Name and address of fee sim le 110eholder (if other than owner): j� tr-a: 4.Con[ractr !>WPjEf'. � MIA 1 t J{{5�J�S I ` IC ��j t 1 2 `0 W a. Name and address: ra ca J b. Phone number: r - `-. (,.:I •-i- lr: t14 5, Suret n 3 a. Name and address: ce =) W b. Amount of bond $ W ce I Z I c. Phone number: ._� to � 0 C W 6. Lender Ix aj a. Name and address: C , b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713,13(1 Ka)7., Florida Statutes: a. Name and address: b. Phone number: 6. In addition to himself. Owner designates the following person(s) to receive a copy of the Lienoes Notice as provided in Section 713,13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART, 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BE ORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT Wi YOUR LEN OR AN ORNEY BEFORE R W�iTi�. C STATE OF R / PM �p �� COMMENCING CB � CORDING YOUR NOTICE OF OOMME C NT. a71A� Vr T ViJ "J 1HEREBYa9MFYft9? SO ,�� e►g s y G yo ¢� a Signatu r era Autho ze cer/Director and SXW Sod �47a0Ylr Partner /Manager I�AR 1 ( t camb n raptttS�° Signatory's a /Office b 1 A IV Q A d J E k j I r Ing i i �r t t acknowledged before me this n_ day of ear) by 1� o (name of person) as (type of authority, ...e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). a NOTARY Ia'MICSTATE OF FLORIDA � • ""'% Cktldi-a V CIbUlOs Sig ature of No Public - State of Florida 6 )Co qm D7�7923 Prin Type, or Stamp Commissioned Name of Notary Public :oY.I <'ISS 3E,? 23, 2011 Commission Number B8NPED TaRV �CI10NDIN(I Ctl,INC Personally Known _ or Produced Identltication _1 Vedfication Pursuant o Sec o 92 6 lorkla Statutes Under penalties of perjury,. I declare that I have -read the foregoing at d that facts stated n best of my _. -- .- - - _ - -. -- - -- - - . knowledge and-bellef, Signature o erson igrl ng Above VILLA GE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: ) l jN a, k Auviaa DATE: ADDRESS: Qa? Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violAtion of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial .5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to worlanen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating; Aar & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this l� day of t , 2 By ✓IO,un_Ao ye.� 1 who was personally known to me or who has Produced there License or V2 �1✓ as identification. A OWNS NOTARY �� l• 1'J VP • =g� $, n� . $off FLORIDA DBP�ART OF r �iJ Charlie Crist Ana M. Viamonte Ros, M.D., M.P.H. Governor State Surgeon General June 16, 2009 Deanna Belloso 325 NE 93 St Miami, FL 33138 RE: Contingency Letter Application Document No: AP926160 Centrax Permit Number: 13 -SC- 992190 OSTDS Number. 1223 NE 102 St Miami, FL 33138 Lot: 6 Block: 186 Subdivision: Bay Breeze Dear Applicant: This will acknowledge receipt of an application dated 06/15/2009 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. There is no increase in sewage flow, no change in characteristics compromising the integrity or function of the system. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use.. AP 926160 is approved for changing a garage into an office. If you have any questions on this matter, please call our office at (786) 315 -2444. Sincerely, IX J h Pive ger, eer Specialist II Enclosures cc: Miami -Dade County Health Department 11805 SW 26 St, Miami, FL 33175 Phone: (786) 315 -2444 Fax: (786) 315 -2090 Planning and Zon'ng Criteria W n Miami Shores Village Permit No. RC-6-09-1023 10050 N.E. 2nd Avenue mn .... . .. .... ..... .......... ........ ....... ........ Miami Shores, FL 33138-= .......... .......... . -8972 W V . ............... Phone: (305)795-2204 Fax: (305)756 . . . . . . . . . . ....... Issue Date: Not Issued Expires: Issued Folio Number) 132050250140 Owner's Name: DIANA AUVERT Owner's Phone: Job Address: 1223 102 Street Total Square Feet: 0 Miami Shores, FL 33138- , Total Job Valuation: $10 000.00 - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . .................... ....... . ........... . .. . .............. ......................... . ... . ....................... ........ ...... . ................. . .......... ........ ....... I ...... ....... Contractor(s) Phone Primary Contractor i HOMEOWNER Yes . . . . . . . . . ...... . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/18/2009: Yes Comments: r ' OR .... ...per Wl iamt SL rej i e r j` e 10050 N.E. SECOND AVE. MIANH- SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DAVID A. DACQUISTO, AICP PLANNING 6 ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ -4-09- 2009136 Property Address: 1223 NE 102 Street Owner: Diana Auvert Address: 1223 NE 102 Street Miami Shores FL 33138 Agent: Deanna Belloso Address: 325 NE 93 Street Miami Shores FL 33138 Whereas, the applicant Diana Auvert (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sections 600 & 523: Site Plan Approval, Garage conversion. Whereas, a public hearing was held on May 28 2009 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: i i 1. The application was made in a manner consistent with the requirements of f the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: I 1) Applicant to secure necessary DERM and/or Department of Health approval for the septic system prior to the issuance of village building permits. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. Page I of 2 DO PZ -4-09 - 2009136 Auvert I I 5) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned, for a period of at least one (1) year. 6) Applicant to locate a parking area of not less than 18 foot in deep, not less than 10 feet from the side lot line. 7) The bathroom in the garage conversion to contain toilet and sink only. 8) The Village to be provided a duly executed joinder in the pending application from Mr. Roberto Burguera, prior to the issuance of any building permit based on this approval Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 28"' day of May, 2009 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Powell Yes Mr. Reese Yes Mr. Madson Absent Chairman Fernandez Yes Date ';'Richard M. FernanI Chair, Planning Bo I I Page 2 of 2 DO PZ- 4- 09- 2009136 Auvert III Roberto H. Burguera 1223 NE 102 Street Miami Shores, FL 33138 June 5, 2009 Miami Shores Department of Planning and Zoning 10050 NE 2nd Avenue Miami Shores, FL 33138 Attn: Mr. David A. Dacquisto Re: 1223 NE 102 St, Miami Shores Site Plan Approval for garage conversion. Dear Mr. Dacquisto, As requested by the Miami Shores Planning Board Hearing held on May 28, 2009, I am submitting my approval and authorization of the application submitted by Deanna Belloso for a garage conversion on my property located at 1223 NE 102 Street, Miami Shores. The above referenced property is registered under my wife's name, Diana Auvert, and mine, Roberto Burguera. My wife, Diana Auvert, has my full authorization to execute any and all documents, including but not limited to, contracts with contractors, building permits, and any other documents that may need my approval and signature in any and all communications with the Miami Shores Village. She is further empowered on my behalf to grant Power of Attorney to Deanna Belloso, or any other persons she may designate. Sincerely, urguera Miami Shores Village a +4 a Building Department 10050 -NE 2 Ave, Miami Shores, Fl 33138 - =�- Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; � " 7 1 : 4 v 2f DATE: l' I, bCA'&)fJA ❑ Contractor • Owner • Architect Picked u sets of plans nd (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: — ajLo PERMIT CLEARK INITIAL: " RESUBMITTED DATE: 1 1 PERMIT CLEARK INITIAL: ♦ S HE 3 i M iami S hores Village .,, 4,,," Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1023 Job Name: August 18, 2009 Page 1 of 1 Building Critique Sheet 2nd 1) Provide applications for all sub contractors. 2) Provide a separate permit for the driveway with details. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 i ♦ 5guREs t �K 193 G 7 o ffix fini* S hores Vilage B ilding Department tAfrES lW 10050 N.E.2nd Avenue Miami Shores, Florida 33138 i Tel: (305) 795.2204 Fax: (305) 756.8972 1 i i I RECEIPT 1 / � 1 PERMIT #: 7,�_ DATE: ❑ Contractor r wner ❑ Architect i Picked u ) ; Address: �� /,� /ni't ' From the building department on this date in order to have corr�c ions done to plans And/or get County stamps. I understand that the plans need to I e brought back to Miami Shores Village Building Department to continue permitting prou iss. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 1 j � PERMIT CLERK INITIAL: i i 3 i .SK O R, s G Miami shores Village Building Department 10050 N.E.2nd Avenue y h ' N� Miami Shores, Florida 33138 ASR °� Tel: (305) 795.2204 V Fax: (305) 756.8972 BUG 0 6 2009 Permit No: 09 -c/0,73 B y ®m ®----------- -0000. Job Name: 6. , 2009 Page 1 of 1 Building Critique Sheet i Provide receipt from Miami Dade planning and Zoning for impact fees. corrections for mechanical structural nd zoning must be completed. ip rovide applications for all su con ractors. � • rovide a separate permit for the driveway with details. �-► 90t A - he survey submitted does not match the site. Submit updated surveys ` SVmvrr rovide the wind load design criteria. i 6 $ap, pAGP A— *Z. � 6 A+ N rovide complete details of all block infills and new openings. i \� D � rovide product approval for all new windows and doorsY rovide design wind pressures for all openings. A ;- 0. 4 A - - rovide product approvals for all new doors and windows that have been reviewed and gned approved by the designer of record. 0 �{ �, J? No A 1 S rovide hand rails for stairs. Provide details. A . 2 he minimum egress door size must be 32" clear. ��. POpK C,C ,p• ON fA&•, A Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ti .5 1,93s Gi Miami shores Village l.,, p,,,M Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �LOR Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 - to n Job Name: 2009 Page 1 of 1 Building Critique Sheet 1) Provide receipt from Miami Dade planning and Zoning for impact fees. 2) Corrections for mechanical, structural and zoning must be completed. 3) Provide applications for all sub contractors. 4) Provide a separate permit for the driveway with details. 5) The survey submitted does not match the site. Submit updated survey. 6) Provide the wind load design criteria. 7) Provide complete details of all block infills and new openings. 8) Provide product approval for all new windows and doors. 9) Provide design wind pressures for all openings. 10) Provide product approvals for all new doors and windows that have been reviewed and signed approved by the designer of record. 11) Provide hand rails for stairs. Provide details. 12) The minimum egress door size must be 32" clear. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 �1{OR �C) nn � uuiM L�� ORI BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33136 -2382 TELEPHONE: (3o5) 785 -2204 FAX: (305) 756.6972 Review Comments for Mechanical Processor Job Address: Permit No: Reviewer: Contractor: Phone No: Date: Only the items preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. { ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 314 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of . (show Notice to Homeowner) FBC -M 306.3. ( ) I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant FBC -M 401.S. ( ) 13 Outside air required. FBC -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 24 Other M0 �A Comment Sheet Mechanical Page — of _ 07iO4Ri.0 y OR nu urrrM BUILDING DEPARTMENT ORID 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 798 -2204 FAX: (305) 756.8972 xc Review Comments for Mechanical Processor Job Address: Permit No: Reviewer: Contractor: Phone No: Date: Only the items preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require permanent access. FBC -M 6033 ( ) 6 Need balanced return air. FBC -M 601.4. ) 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. 10 Air handling units in attics must meet all the requirements of . (show Notice to Homeowner) FBC -M 306.3. I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC. -M 403.2 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. 15 Fire damper required. FBC -M 607.1.2. 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. 17 Appliance must be protected from damage. FBC -M 303.4. ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 21 Miami Dade Fire approval for kitchen hoods and- fire system required. Miami Dade Fire 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 � n ( ) 24 Other �a. 0 1< s-JL- New CAIZ irk DA Gp Comment Sheet Mechanical Page — of 07iO4Rt.0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OT °' 10 z . 4 _ Job Name "VK Date 6� f® STRUCTURAL CRITIQUE SHEET ! z detfl e r c'/*" a 'a .s A - &�4 ZV - Z a92 d cc Ab Miami Shores Villa .Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ®2 710? 3 Job Name AUt-e- Date 6 /7-+ q STRUCTURAL CRITIQUE SHEET kll i'>do rr �'l��ni y'et r� h 14 c H .7400- a ae rs ca cti Si at t� ear sl �w LA A -3 , Roar q cw--h a crass C) -yen ih -G2 1 4 ' FORM 1100A 08 h FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ~ Florida Department of Community Affairs Residential Performance Method A Project Name: GARAGE CONVERSION Builder Name: Street: 1223 NE 102 ST Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138- Permit Number: owner. DIANA AUVERT & ROBERTO BURGUERA Jurisdiction: 232SM Design Location: FL, Miami k 1. New construction or edsting New (From Plans) 9. Wall Types Area 2. Single family or multiple family Single - family a. Concrete Block - I I ftZ b. N/A R � fI2 � 3. Number of units, if multiple family 1 c. N/A fI2 4. Number of Bedrooms 1 d. WA `# ft 5. Is this a worst cam? No 10. Ceiling Types Area Under Attic (Vented) 341.00 ftZ a. 8. Conditioned floor area (ftZ) 341 b. N/A ftZ 7. Windows Description Area c. N/A R= ft a. U- Factor. Sgl, U=0.55 108.00 ftZ SHGC: SHGC�.60 11. Ducts S b. SHGC: r. S U = 0.6 72.0p ftZ a. Sup: Attic Ret: Attic AH: Interior Sup. R= B, 68.21? SHGC: SHGC=0.64 12. Cooling systems c. U- Factor. N/A ftZ a. PTAC and Room Unit Cap: 12 kBtu/hr SHGC: EER:13.8 d. U- Factor. N/A ft 13. Heating systems SHGC: a. Electric Strip Cap: 17 kOkAr e. U- Factor. N/A fe AFUE:1 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gins a. Slat -On -Grade Edge Insulation R=0.0 341.00 ftZ EF: 0.92 b. N/A R= ftZ b. Conservation features c. NIA R= ftZ Nate 15. Credits Pstat Glass/Floor Area: 0.528 Total As -Built Modified Loads: 13.64 PASS Total Baseline Loads: 20.17 I hereby certify that the plans and specifications covered by Review of the plans and 8 �9 this calculation are in compliance with the Florida Energy / specifications covered by this C10 Code. J calculation indicates compliance with the Florida Energy Code. PREPARED BY: � L Before construction is completed - =` <• DATE: V ` this building will be inspected for i.5 compliance with Section 553.908 .... P _ I hereby certify that this building, as designed, is in compliance Florida Statutes. 'j with the Florida Energy Code. A DD WX OWNER/AGENT' BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with N1110.A.3. - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 10.2299995422363 cffn at 25 pascals pressure difference in accordance with N1110.A.2. 6/I =009 5:42 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Tide: GARAGE CONVERSION Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner. DIANA ADVERT & ROBERTO Conditioned Area: 341 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 1223 NE 102 ST Permit Office: MIAMI SHORES Rotate Angle: 0 County: DADE Jurisdiction: 232600 Cross Ventilation: No City, State, Zip: MIAMI SHORES, Family Type: Single - family Whole House Fan: No FL, 33138 - Newr/E)dsting: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 60 It 341 ft2 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel file 359 ft 56 ft Dark 0.96 No 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 303 341 ft2 N N CEILING # Culling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 341 fP 0.11 Wood WALLS Sheathing Framing Soler # Ornt Adjacent To Wall Type RVaMe Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 151.28 fta 0 0 0.3 2 S Exterior Concrete Black - Int Insul 4.1 145.92 ft2 0 0 0.3 3 E Exterior Concrete Block - Int Insul 4.1 138.24 ft2 0 0 0.3 4 W Exterior Concrete Block - Int Insul 4.1 165.28 ft' 0 0 0.3 DOORS # Omt Door Type Storms U -Value Area 1 N Wood None 0.2 0.1 ftz WINDOWS Wing orientation below is as entered. Actual orientation is modified by rotate angle shown in "ProMr section above. / Overhang V # Omt Frame Parma NFRC U- Factor SHGC Storms Area Depth Sermon hrt Shade Screening 1 W Metal Single (Clear) Yes 0.55 0.6 36 ft' 0 It 12 in 0 ft 24 In HERS 2006 None 2 N Metal Single (Clear) Yes 0.55 0.6 361`1= 0 It 0 in 0 ft 0 in HERS 2006 None 3 N Metal Single (Clear) Yes 0.55 0.6 36 ftz 0 ft 0 in 0 ft 0 in HERS 2006 None 4 E Metal Single (Clear) Yes 1 0.64 36 ftz Oft 12 in 0 It 12 in HERS 2006 Nome 5 S Metal Single (Clear) Yes 1 0.64 36 ftz 0 ft 120 In 0 ft 4 in HERS 2006 None INFILTRATION & VENTING / — Forced Ventilation — Run Time Fan Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 322 5.67 17.7 33.2 0 cf n 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 PTAC and Room Unit Through the Wall(Split) EER:13.8 12 kBkft 360 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip AFUE:1 17 kBtuthr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS — Supply — — Return — Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 68.2 ftz Attic 17.05 ftz Prop. Leak Free Interior 10.23 elm 2.01% 0.03 0.60 TEMPERATURES Programable Thermootat: Y Ceiling Fans: Apr HomingC Jan Feb M M A p r O Ma X Jun Jul Aug X( Oct Nov X Dec Verrting [[xx]] Jan [[XX]] Feb [[XX]] Mar [[XX]] Jun Jul MAug [[xx]] Sep [[XX]] [[xx]] [[XX]] Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) PM 80 80 78 78 78 8 8 78 8 8 8 8 Cooling (W/EH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) PM 68 68 68 8 68 68 68 68 68 68 66 66 FORM 1100A -08 / Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1223 NE 102 ST PERMIT k. MIAMI SHORES, FL, 33138 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/s .ft. window area; .5 cfmfsq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windowstdoors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate, attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be p rovided. External or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 sides. Common ceiling & floors R -11. Residential System Sizing Calculation Summary DIANA ADVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South 6/10/2009 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 5 r. Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter tempe rature difference 20 F Summer tempe rature difference 15 F Total heating load calculation 5555 Btuh Total cooling load calculation 11143 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 612.1 34000 Sensible (SHR = 0.70) 103.7 8400 Latent 118.2 3600 Total 107.7 12000 WINTER CALCULATIONS Winter Heating Load for 341 s MIS%) Load component Load Window total 84 sgft 2125 Btuh ' Wall total 517 sgft 1534 Btuh Fl %' Door total 0 sgft 0 Btuh Ceiling total 341 sgft 217 Btuh Floor total 60 sgft 1416 Btuh Infiltration 12 cfm 262 Btuh Duct loss 0 Btuh Subtotal 5555 Btuh Ventilation 0 cfm 0 Btuh OCSIOV2K TOTAL. HEAT LOSS 5555 Btuh SUMMER CALCULATIONS Summer Cooling Load for 341 s ft Load component Load Window total 84 sgft 4484 Btuh wall total 517 sgft 1480 Btuh Door total 0 sgft 0 Btuh Ceiling total 341 sgft 369 Btuh Floor total 0 Btuh Labut hd%) Infiltration 6 cfm 103 Btuh Internal gain 1660 Btuh x40%) Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 8097 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 246 Btuh Latent gain(ventilation) 0 Btuh�� Latent gain(intemaUoccupants/other) 2800 Btuh Total latent gain 3046 Btuh TOTAL HEAT GAIN 11143 Btuh EnergyGauge® System Sizing Version a PREPARED BY: For Florida residences only DATE: EnergyGauge® FLRCPB v4.5 System Sizing Calculations - Summer Residential Load - Whole House Component Details DIANA AUVERT $ ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 6/10/2009 ;.: .:::::::.::.:..::r::. r.::: :.: r: ri >J: %.: % { {.::i::�� .%.: ryii%. ii%{. i:::• i:• ii: •isGi::4:.rii %�;.;Cnii:::::::ri n::.�:. �: : %:.i• Jil..r_ : :F..iXi Fr riU.iin %.i :r. ::F.r:i .. . .• r>.:r::•frlr % /.f {ripir.:rlFF is %:r,r.::•:: /Firr:i: .. { :.i ; •:: :.Y.;i::r: •:.:vW: •.i .....: ....; .;:..:.r:::....> ...:.:v:::::.�!: i " {ice ii:4:4: ^:4:? •iiii:-: is ;: : iv::i`:;::%:M:•i %�iii:: ii ?::i :.y.•.• .......... .... : + %:•: ii:4:•iiiv.....:: r .. .�:- -. - -•: .: •... .:.i: .: ... :.::.n.:::n.: r::'l.:: iFi':':. ?:.'.'•'.:.:•:•:::• i:::{:!•'•:::: �i:: r i r ' i.%: •ii:: :.:Y.. %:•:•'.i :• }F.'•:. /•: i:'fJ::•'r'i'i: .: ... r. F....... r... .. F . .> '$•: Ffslffl: .::: %ii: fiiiifF• :: bpf , �� 1 p : ..: .......... ..... v} }:•::: r: %. xx::x.•:x % :::. _:.:}:%: ��'4: } ::•:'•:i :•i:•:G: :>. >.. .... < /.:ri. .�JNF :��:�: :�11�•1W:�i:: }i: i::- i }ii:•ih:4:• { :4:•iv ::: f.:.:::. .•:.:r:::: i... y .r!r.>f. >.... f..: ....:: rl �i �::'i'ir,. y: ::>.• •: f.•r.f :.. > Ff i > r !! i::i!•ii >>' > i'�'lllil >' JfrM>� :' %I �i.'•:'+. :::! % "< ::f /:fi % /FFiii 'siFl Fi>r /rrFs rr`!» f.'.iJe J:rii /r1 /ri•: <.•.::... Type* Overhang Window Area(sgft) HTM Load Window Pn/SHGC/UMSh/ExSh/IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, 1.27, B-M, N,H W 1 ft. Eft. 36.0 0.0 36.0 24 62 2217 Btuh 2 1, Clear, 127, B-M, N,H N Oft. Oft. 18.0 0.0 18.0 24 24 437 Btuh 3 1, Clear, 1.27, B-M, N,H N Oft. Oft. 4.0 0.0 4.0 24 24 97 Btuh 4 1, Clear, 1.27, B-M, N,H E 1 ft. Oft. 9.0 0.0 9.0 24 W 554 Btuh 5 1, Clear, 1.27, B-M, N,H S 10ft. 7ft. 16.7 16.7 0.0 24 27 404 Btuh Window Total 1 84 (sgft ) 3710 Btuh Wails Type R- Value/U -Value Area(sgft) HTM Load 1 Concrete Blk, - Ext 4.1 /0.15 517.0 2.9 14W Btuh Wall Total 517 (sgft) 1480 Btuh Ceilings Type /Color /Surface R -Value Area(sgft) HTM Load 1 Vented Attic/DarkTile 30.0 341.0 1.1 369 Btuh Ceiling Total 341 sgft 369 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 60 (ft(p)) 0.0 0 Btuh Floor Total 60.0 (sgft ) 0 Btuh Zone Envelope Subtotal: 5559 Btuh Infiltration Type ACH Volume(cuft) wall area(sgft) CFM= Load SeneibleNatural 0.11 3410 517 6.3 103 Btuh Internal Occupants Btuh/occupant Appliance Load - g ain 2 X 230 + 1200 1660 Btuh Sensible Envelope Load: 7322 Btuh Duct load Average sealed, Supply(R6.0- Cond.), Retum(R6.0 -Attic) (DGM of 0.000 ) 0 Btuh Sensible Zone Load 7322 Btuh :if•r,•• i �•I. {:• %: : i:: :i:•i: %r:r :•.J :.•.••.•f:i::•:' ^ •:'F.•%i.;.:4:.:•:: itv rJ i:!!r • f . r F.•flr.+ • �l?iiii::: :ii'ii: ::.v:.G�i•,'•: < r< i'>iir'<': i'iF1'fii %F'I..::l i4'��:::: J . Windows July excursion for System 1 774 Btuh Excursion Subtotal: 774 Stuh Duct load 0 Btuh Sensible Excursion Load 774 Btuh EnergyGaugeO FLRCPB v4.5 Pagel Manual J Summer Calculations Residential Load - Component Details (continued) DIANA ALIVERT & ROBERTO BURGUERA I Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South 6/10/2009 R Sensible Envelope Load All Zones 8097 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 8097 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 8097 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 246 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 2400 Btuh Latent total gain 3046 Btuh TOTAL GAIN 11143 Btuh 1. Central Unit # 12000 Btuh *Key.- Window types (Pn - Number of panes of glass) (SHGC - Shading coeffident of glass as SHGC numerical value or as dear or tint) (U - Window U-Factor or'DEF for default) (Irish - interior shacrmg device: none(N), Blinds(B), Drapedes(D) or Roger Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) . . . . . . . . . . ...... (Ornt - compass orientation) Version a For Florida residences only EnergyGaugee FLRCPB v4.5 Pap 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details DIANA AUVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 6/10/2009 ... . .. ............. . ............... . . ...... ............ .. ... .......... ... Window Panes/SHGC/Frame/U Orientation Area ft X HTM= Load 1 1, Clear, Metal, 1.27 w 36.0 25.4 914 Btuh 2 1, Clear, Metal, 1.27 N 18.0 25.4 457 Btuh 3 1, Clear, Metal, 1.27 N 4.0 25.4 102 Btuh 4 1, Clear, Metal, 1.27 E 9.0 25.4 229 Btuh 5 1, Clear, Metal, 1.27 S 16.7 25.4 423 Btuh Window Total 84 ft 2125 Btuh Walls Type R-Value Area X HTM= Load I Concrete Blk, - E)d(O. 15) 4.1 517 3.0 1534 Btuh Wall Total 517 1534 Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented AtticID/Tile 30.0 341 0.6 217 Btuh Ceiling Total 341 211713tuh Floors Type R-Value Size X HTM= Load I Slab On Grade 0 60.0 ft(p) 23.6 1416 Btuh Floor Total 60 1416 Btuh Zone Envelope Subtotal: 5292 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.21 3410 517 11.9 262 Btuh Ductload Average sealed, Supply(R6.0-Cond.), Retum(R6.0-AtfiqXDLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal SM Btuh Subtotal Sensible 5555 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 5555 Btuh EnergyGaugeS FLRCPB v4.5 page 1 Manual J Winter Calculations Residential Load - Component Details (continued) DIANA AUVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South 6/10/2009 1. Electric Strip 34000 Btuh Key Window Was (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U-Factor or'DEF'for default) (HTM - Manual.1 Heat Transfer Multiplier) Key. Floor size (perimeter(p) for slal>on-grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge@ FLRCPB v4.5 Page 2 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE O. 1660-0008 N OMB N Federal Emergency Management Agency OM February 28. 2009 National Flood Insurance Program Important Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al- Building Owner's Name Policy Number Diana Maria Auvert 8r Roberto Burguera A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number 1223 N.E. 102 Street city State ZIP Code Mi Shores FL 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)' Lot 6, Blank 186, BAY BREEZE SECTION, PB 42, PG 25 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 253648° N Long. - 80.17689° W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 1831.97 sq it a) Square footage of attached garage 340.36 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 That above adjacent grade 14 wars within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 2070.0 sq in c) Total net area of flood openings in A9.b WA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name 63. State Village of Miami Shores 120652 1 MIAMI -DADE FL B4. Map/Panel Number B5. Sutfoc I B6. FIRM Index B7. FIRM Panel 68. Flood B9. Base Flood Elevation(S) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C 0093 J 7/17/95 3/2/94 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/& AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized 26-11 Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 9 . 3 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 12 . 7 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A . 19 feet ❑ meters (Puerto Rico only) d) Attached garage (top of stab) 10 . 3 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the budding 9 . 6 0 feet © meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG 9 6 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 10 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data avar7able. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 9001. - ❑ Check here if comments are provided on back of form. Certifier's Name License Number Nelson Moiarena 5504 - Title Company Name President Moiarena & Associates. Inc. Address City State ZIP Code 925 SW W Aveaue Miami FL 33186 12/ 8 Signatu to Telephone 12/912008 305- 278 - 2494 08-0259 FEMA Form 8)-3 Februa See reverse side for continuation. Replaces all previous editions ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 68 The lower the EneirgyPerformance Index, the more efficient the home. 1. New construction or erdsting New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Concrete Block - Int Insul, Exterior R=4.1 600.72 ft b. WA R= ft 3. Number of units, If multiple family 1 c. WA R= ft 4. Number of Bedrooms 1 d. WA R= ft2 5. Is this a worst rase? No 10. Ceding Types Insulation Area 6. Conditioned floor area (1`1 341 a. Under Attic (vented) R=30.0 341.00 ft b. WA R= ft2 7. Windows*` Description Area c. WA R= ft2 a. U- Factor. Sgi, U=0.55 108.00 ft SHGC: SHGC�.60 11. Ducts b. U- Factor. Sgi, U =1.00 72.00 a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6,68-2 ft SHGC: SHGC=0.64 12. Coding systems c. U- Factor. WA ft a. PTAC and Room Unit Cap: 12 kBtuthr SHGC: EER:13.8 d. U- Factor. WA ft2 13. Heating systems SHGC: a. Electric Strip Cap: 17 kBtu/hr e. U- Factor. WA ft2 AFUE:1 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. EWctric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 341.00 ft2 EF: 0.92 b. WA R= 112 b. Conservation features c. WA R= ft None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building *S�^ Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed, based on installed Code compliant features. .. � Builder Signature: Date: %r Address of New Home: City/FL Zip: ME *Note: The home's estimated Enemy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge@ USA - FlaRes2W6 Building Photographs See Instructions for Item A6. _ For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. policy Number 1223 N.E. 102 Street City Miami Shores State Fu ZIP Code 33138 Company NA1C Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. II _ 4 A l p ..n Front View 12/9/2008 Rear View 12/9/2008 n4p W =z, ..-n= _ . Y Right Side View 12/9/2008 Left Side View 12/9/2008 Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1223 N.E. 102 Street City Miami Shores State FL ZIP Code 33138 Company NAIC Numbe j If using the Elevation Certificate to obtain NFIP flood insurance, aff=ix at least two building photographs below according to the instructions for Item A6. Identify all photographs with date taken "Front View" and "Rear View ", and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. c t Y a ; at 3t Front View 1219/2008 Rear View 12/9/2008 �� . �� n M t1 4 !{ Right Side View 12/9/2008 Left Side View 12/9/2008 7 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires February 28.2009 National Flood Insurance Program Important Read the instructions on pages 1-8. SECTION A - PROPERTY INFO RMATION For Insurance Company Use: Al. Building Owner's Name Poky Number Diana Maria Auvert & Roberto Bu uera A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1223 N.E. 102 Street city state ZIP Code Miami Shores FL 33138 A3. Properly Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 6, Block 186, BAY BREEZE SECTION, PB 42, PG 25 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Lablude/Longitude: Lat 25.8648° N Long. - 80.17689° W Horizontal Datum: ❑ .NAD 1927 ® NAD 1983 A6. Attach at West 2 photographs of the building if the Certificate is being used to obtain flood insurance. Al. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 1831.97 sq It a) Square footage of attached garage 340.36 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 14 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 2070.0 sq in c) Total not area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION. B1. NFIP Community Name & Community Number 82. County Name B3. State Village of Miami Shores 120652 1 MIAMI -DADE I FL B4. Map/Panel Number B5. Suffix B6. FIRM Index 87. FIRM Panel B8. Flood B9. Base Flood Elevations) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C 0093 J 7/17/95 3094 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building looted in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0Yes ®No Designation Date _ ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Budding Under Construction` ® Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE. AR/Al -A30, AR/AH, AR/AO. Complete Items C2.a -9 below ac cording to the budding diagram specified in item AT Benchmark Utilized B-26 -R Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 9 . 3 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 12 . 7 ® feet ❑ meters (Puerto Rico only) Q Bottom of the lowest horizontal structural member (V Zones only) N/A . ® feet ❑ meters (Puerto Rica only) d) Attached garage (top of slab) 10 . 3 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 9 6 0 feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG 9 . 6 ®feet ❑ meters (Puerto Rio only) g) Highest adjacent (finished) grade (HAG) 10 3 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available_ I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Cafe, Section 1001. © Check here if comments are provided on back of form. Certifier's Name License Number - Nelson Moiarena 5504 Title Company Name C President Moiarena & Associates. Inc Address City State ZIP Code 132 L5 SW 1,32 Avenue Miami FL 33186 12/ 8 Signatu a Telephone 12/9/2008 305 - 278 - 2494 08-0259 FEMA Form 6141, Febru See reverse side for continuation. Replaces all previous editions r fk $ Miami Shores Village 10050 N.E. 2nd Avenue P 'n Ta�;jaiI Miami Shores, FL 33138-0000 Phone: (305)795 -2204 ?�ueil01tiClg Expiration: 03i09 /2010 Project Address Parcel Number Applicant 1223 102 Street 1132050250140 DIANA AUVERT Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell DIANA AUVERT 1223 102 Street MIAMI SHORES FL 33138 -2617 " Contractor(s) Phone Cell Phone Valuation: $ 1,500.00 LS DEVELOPMENT, LLC (954)497 -1212 Total Sq Feet: 540 Approved: Yes For Inspections please call: Comments: (305)7624k949 Date Approved: 8/26/2009: Yes Available Inspections: Date Denied: Inspection Type: Type of Work: DRIVEWAY Additional Info: CONCRETE Final Bond Return : Classification: Residential Sidewalk Landscaping Foundation Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.20 DS -8-09 -35737 $ 164.35 $ 164.35 $ 0.00 Education Surcharge $0.40 Permit Fee $0.00 Check #: 1079 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $3.75 Total: $164.35 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated September 10, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 10, 2009 1 • • • 4 i T , .' C am , V Ld Miami Shores Village rJ� AUG �� Building Department M50 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: - _____m___ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. MOR_ PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) b ( A k) & k l) \I E P T Phone # al ys Owner's Address 1 2 2 3 QE 1 02 S T. City 1 A K 1 :S H Q EZ j7-S State E L- Zip 3 8 Tenant/Lessee Name Phone # Job Address (where the work is being done) 5 ( . City Miami Shores Vill e County Miami -Dade Zip 33 � 3 FOLIO / PARCEL # I I — 3 0 S ^ () 1 4 Q Is Building Historically Designated YES NO V Contractor's Company Name LS Development, LLC Phone # 954-497-1212 Contractor's Address 1640 W Oakland Park Blvd. Ste 401 City Oakland Park State F1 Zi 33311 Qualifier Name Leonardo Z ingg Phone # 9 54-497-1212 State Certificate or Registration No. CGC - 1510 254 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ f �QO • 00 Square/ Linear Footage Of Work: 0 jAQ Pk. Type of Work: []Addition ❑Alteration [rNew ❑p., Repair/Replace ❑ Demolition Describe Work: 4l O f1n1 J. L %.' A C1 J-�Q� A &6 p om A Submittal Fee $ Permit Fee $ CCF $ t •� � Notary $ Training/Education Fee $ - Technology Fee $ Scanning $ - ' T Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� � � 5 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cert ified 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 _0��/8 , 20 , by sWR}tM ?rJ_L D S(2 day of �`" ZO Q by ,E ®,URQJSr7 i AA69 & who is personally known to me or who has produced ,&£t )Ck of who is personally known to me or who has produced 6& U.t - P S /CLS E As identification and who did take an oath. �, �� as identification and who did take an oath. wnndw NOTARY PUBLIC: N ATAM NOTARY PUBLIC: NATA I. myCOWsjs M0 �tlt�: S�omiber 13�,9� gn „ /�, Print: P -f�L1� �OAM5 Print 0A ADAMS My Commission Expires: sEQ �j O My Commission Expires: SE1 1 3, Z 0 1 APPLICATION APPROVED BY: zw/ / Plans Examiner Engineer Q� � � ®� Zoning (Revised 07/10107) f Planning and Zon'ng Crfteria -8-09-1433 Mimi Shores Village Permit NODS ...... ............. ... ........ ................... ... ......... ........ ... 10050 N.E. 2nd Avenue ............. ....... ... . ...... ............. ........... ........... Miami Shores, FL 33138-0000 ....... .... " .......................... ... .............. ................................................................. . ......... J Phone: (305)795-2204 Fax: (305)75ra-8972 --- . ..... Issue Date: Not Issued Expires:Not Issued .............................. . ................ .... .. -1111 ... ...... Folio Number) 132050250140 Owner's N ame. DIANA AUVERT Owner's Phone: . I Job Address: 1223 102 Street Total Square Feet: 540 Miami Shores, FL 33138 - Total Job Valuation: $1,500.00 ................................... ................... ............. ................................ .................................... ........ .............................. ......... -1.1 .. . ........................... Contractors Phone Phone Primary Contractor . . . . . . . . . . . . . . . . . Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/26/2009: Yes Comments: POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS That DIANA ADVERT, has/have made, constituted and appointed, and by these presents do make, constitute(s) and appoint(s) DEANNA BELLOSO as her true and lawful attorney for her and in her name, place and stead for the specific purpose of representing her in the remodeling of the property legally described as: Lot 6, Block 186, of BAY BREEZE SECTION, according to the Plat thereof, as recorded in Plat Book 42, at Page 25, of the Public Records of Miami -Dade County, Florida. with specific authority to execute any and all documents, including but not limited to, contracts with contractors, building permits, utility services and any other documents which may need approval and signature. She is further empowered have any and all communications with the Miami Shores Village Hall on my behalf, giving and granting unto the said Attorney full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done in and about the premises as fully, to all intents and purposes, as they might or could do if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that the said attorney or her substitute shall lawfully do or cause to be done by virtue hereof. DATED, this day of . 2008. alD NJ Wi ess/Print: D.( DIANA RX & Wi ess/Print:f� /� t STATE OF FLORIDA ) )SS: COUNTY OF ML4dVH -DADS ) The fore instrument instrument was acknowledged before me this � day of /�1� 1 2008, by MARIA AUVERT who ( ) is personally known to me or ( ) who has produced as ide if ca ' n. r Print Name: - n 123 °W,0-1 l otary Public, State of Florida My Commission Expires: T. BERRIOS MY COMMISSION # DD 412645 tR EXPIRES: April 6, 2009 Q L — s- 15 a P.P. - - PAVEMENT L7 I O.U. W.M. .35' CL Fnd. Iff I.P. (No I.D.) KD DEPT CLF SUBJECT TO COMPLIANCE WITH ALL F7 Fri - -- Jf f STATE AND COUNTY PULES AND -la t 25.40' 1 °' Elevation = 10.32' 4.25' ISH / ON a I O� / x --- 15.45 15.39 Lo o, O One Story w C-1i Residence N / 5.45 No. 1223 it 19.60' �, a ' .2' Enc. I 1s .98 5.50' o $ 6.00' 4' CLF GATE 16.70' $ 16.75' °- �� Note: Measurements Dr m are to face of building N Brie N �oo� not to decorative bricks 1 Find. D.H. `• t rid: 41: : 5".CONG. SIDE'W4LiC :: ��; ;•Ffud;D H. 89.65' (M) fn 24' PARKWAY n � •• ••• • • • • • •• . • AD clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means • pf r •• eten�rined • • • • • Underground structures, N any, not located. • _ t • • • • • • • • i i • Bearings, if shown, are based on assumed meridlan or Plot of Record. f +' • ' t • • • • Lands shown hereon were not abstracted far easements and/or right (ways of record. - , • . Legal description provided by c1lar Tl • This certification is only for land as described. it is not a certification of tide, inning, easements, orteedom from tuaa OT R'P • There may be additional restrictions not shown on this survey that may be found in the pubes records of this oouunty. N �►6y • . • • This BOUNDARY SURVEY has been prepare for the exclusive use of the entitles named hereon. The Certificate does not a 1 t: enynmrre brad r. • • • This survey was based on the monuments found on the field. LEGEND / , - -- - - --- -- -- - - Central Angle �-- - A =Arc A/C = Air cortd tkuw / _ N.E .03rd STREET R ASPH = Asphalt p )"A ,. - MAP me BBQ = Barbecue U A� ►* z CB = Catch Basin & CBS = Canxets Block Structure !/ t A ` t CH = Chad 6 Chatta. =Chatlahcochee = Center Line 7 f y d CLF = Chain Lids Fence > CL = Clear t� 2 g A NRt Conn. = Concrete Q r 1Z O d'R yw D = Deed 0 4 % , -J DH = Drill ia H� d 7 g ! N N.E 1 2nd STREET g DME = Drainage & Maintenance Eawnt Easm't = Easement rr Eno. = Enacaehment i F.H. = Fire Hydrard 1► % 4 �s 1 2 4 R� FIP = Found 1/2' Iron Pipe Z = 4 ` FIR = Found 1/P' Iran Reber -� —� f f L t FPL = Florida Power & Light - - - -- _L. ID = Identification I SO �R -- I.P. = Iron Pipe '9 LB x Licensed B1a L j 9 b 7 G i� LME = Lake Maintenance Easement LS. = Land Surveyor M = Measured MAINT. = Maintenance Location Sketch ME = Maintenance Easemert Monurnard 1� NTS Mon. - Monument WA = Not Applicable N/D = Ned & Disc N' = Number NTS = Not to Scale O/S = Offset O.U.L = Overhead Utility Lines P = Plat PS - Plat Book PC = Paint of Curvature PCP = Permanent Control Point PG = Page P.I. = Point of Intersection PKWY = Parkway It = Properly Lire PL = Planter PLS = Professional Land Surveyor P.O.B. = Point of Begmrtirg P.O.C. = Point of Commencement P.P. = Power Pole PRC = Point of Reverse Curvature PRM = Point of Reference Marumers PT = Point of Tangency LEGAL DESCRIPTION: Res. = R Lot 6, Block 186, BAY BREEZE SECTION, according to the Plat thereof, as recorded in R.LS. = ReghftW Land Surveyor RNG = Range Plat Book 42, Page 25, of the Public Records of MIAMI -DADE County, Florida. R/R = Railroad RSM = Rego Surveyor & Mapper PREPARED FOR: Diana Maria Auvert & Roberto Burguera, 1223 N.E. 102 Street, Miami Sdwwk =sue Shores, FL 33138 Sam _ section T = Tangent TM = Township Surveyor's Note: U. I- = Utft Easemanl • X Denotes Spot Elevation U L = VVWd Farm • Elevations shown refer to National Geodetic Vertical Datum 1929. wM... =vw .. .. vWMBo = WaaM SURVEYOR'S SEAL BOUNDARY SURVEY MOJARENA & ASS© GaATI t, �. • less it bears the sinature and 'HEREBY CERTIFY: Thor the a_" ' survey wail made Land Su rvey ors & Map a drat raised seal of a reader my respaaormfe c and s„ '"mss true Y ply miNmorn teududcel sfardrds as sd fatly by ere FLORIDA Certificate -of Authoftatiop NA. 6698 . -rich lWhsed surveyor acid BOARD OF LAND SURVEYORS it Chapterit1G17 -B Fkrkla �, a 1225 S,N1T. 132n& Au'nue: : qt , 6ts map/reW is for code, pursuers to seen 472027, Florida s * e e e statutes. There are no encroachments, overlaps, easements ;rmatianal purpdses only eruct on the prat or vts<ble a a siren Miami, F rtda 186. CJ0 ;t8*994 •. rot valid. - shown tares. :V1SED: - 2_Og -0g FLOOD ZONE: X BASE:o NSA * o e ELSON MOJ NA 07 -14-09 DATE: SCALE: D �* �: � � � � • Registered Surveyor & Mapper No. 5504 State of Florida 11 -10 -08 1 " = 20' (5 * 0 0 d8-059 000 fit• ��.��' 1 -- r -.-- - - - -- ---- - - - - -- / Lu 86` ASPHALT PAVEMENT / w / 2. J 00 2.98' C / 7M f'ETM x I ��.n ww t o ll { I 1 1 X SPACtS WYWAY i X IAI z •— 4040 • •: :r #r:�!': =R': i •• 040 4040 • :_1..:T:-1.a• NEWMI 00; • 40 00. • 4 • : , " . :4F 4: 0 • 00 . •: : -. 0 Nl I�tIgT. 3' °. LSE X r / � 0 �•• 000 0 0 000 • -40 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 123167 Permit Number: PL -8 -09 -1432 Scheduled Inspection Date: December 07, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: AUVERT, DIANA Work Classification: Addition /Alteration Job Address: 1223 NE 102 Street Miami Shores, FL 33138 - Phone Number Parcel Number 113205025014 Project: <NONE> Contractor: PLUMBING BY SALOMON Phone: 305 - 935 -9214 Building Department Comments Inspector Co ents Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 04, 2009 For Inspections please call: (305)762 -4949 page 3 of 16 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 C —6-0 Ct --1 02 Inspection Number: INSP - 123159 Permit Number: PL -8 -09 -1432 Scheduled Inspection Date: October 28, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Rough Owner: AUVERT, DIANA Work Classification: Addition /Alteration Job Address: 1223 NE 102 Street Miami Shores, FL 33138 - Phone Number Parcel Number 113205025014 Project: <NONE> Contractor: PLUMBING BY SALOMON Phone: 305 - 935 -9214 Building Department Comments Y 4 9 0 f nspictor Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 27, 2009 For Inspections please call: (305)762 -4949 Page 3 of 8 T Pew Miami Shores Village z�� T Ideft�; 10050 N.E. 2nd Avenue � P; Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 a APPR3VEC) A .0 Expiration: 0 /2010 Project Address Parcel Number Applicant 1223 102 Street 1132050250140 Miami Shores, FL 33138 Block: Lot: DIANA ADVERT Owner Information Address Phone Cell DIANA AUVERT 1223 102 Street MIAMI SHORES FL 33138 -2617 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 PLUMBING BY SALOM0N 305-935 -9214 Total Sq Feet: 325 Type of Work: PLUMBING For Inspections please call: Type of Piping: GARAGE ENCLOSURE (305)7624949 Additional Info: Available inspections: Bond Return: Inspection Type: Classification: Residential Top Out Re Pipe Main Drain Underground Rough Heater Water Service Final Water Main Lavatory Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $2.40 PL -9-09 -35867 $ 200.95 $ 200.95 $ 0.00 Education Surcharge $0.80 Permit Fee - Addrdons/Alterations $190.00 Check #: 1079 Scanning Fee $3.00 Technology Fee $4.75 Total: $200.95 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 10, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 10. 2009 1 1 S , �� hopes Vi1��. e I;t ' Building De 1 artrnent u6.2 6 2009 ' I0050 k'13 �d , lvenue, Miami hores, Flotilla 33138 I+ Tel: 3 S J ' v I (�5) 7 9 .2204 Fax: (305) 756.$972 �q ------ - - - - - - - -- BI ILDT` G I Permit N ±-4M I; .�I , I1VII'1 APPLIIC 4 01 r . Master Permit o, 031 2' I 200 ,I I k; I 1 I Oer it Type Plumb in Il ( l li I � p �� Ow er's Name ee Simp Titleholldo9i t .� � A f7ta phone # 3© � j Qw is Address " { City. SheL�' Zip ?� _':� e'en tlCessee NA ie y Phbne # E. IL: re the work ,I I I I I �I .idb' ddress tivh rk is i ( ng o ) _ 1�`2. '•o City 'axn' Shores ill e gyrty MianiL-Dade Zip FOIIO/PARO 4L�# 2A I, ' I 1 'I� itdi Hi s n t atl . c Deli f g to I I ,'�'E3 I � I { I I II I Con ractor s Company Name y C �` P�pone # Con ctor's Add ss � { � Qua Fier Name t� Cc� Phone # 9 0 19 R I ;I State Certifi t Re istration o? Certificate of Competency No. E- IL:a.1° trUs Aret�itectlEngin r s Name' (if spp ? Phone # I � Val of Work rmill$ "' ,} r.this Pe Square ✓Linear Footage Of Work: �] Ty of ri ti: Work Alteration ew [] Repair /Replace [� Demolition es 6e Wor e I t,, I I I W i o I J dr�e& xsY�Y a iei�V PV Q�L 1ti' aYxYr1 �i e�a�' 7ra49rYr4eee9r4�b& aY�f? se3e�Y** aYaYpknYaL+ dedo�lraYee�1r3e4exi ¢tYoYdciU,�cxsY�Y� &3c5Yd¢oY Sub i ttal Fee CI CF $ Pear' I l , it Fee I � $ • � CO/CC 'I sJ Mo rY $ i� tlon $� ''' 'technology Fee ca � I J S ning $ ' Ration S DPBR $ Zoning $ �n $ I �' C�d i H1 � eeme i� $ ouble 'ee $ Sit Iru' tural Revie l . $ T t ota F' II h � � N ow Due S , I. I See Reverse sidii i I I I. s i 9 I III II j i V Bonding Company's Name (if applicable) I I'll! Bonding Company's Address il�i el J I , I i,it I City .I, State Zip 3 I i Mortgage Lender's Name (if applicable) it Mortgage Lender's Addrss l it I i city l State Zi P I I y Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation'haj" commenced prior to the! issuance of a permit and that all work will be performed to meet the standards of all laws regulating fi ll Ili construction! li � this jurisdjctibn. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNAC BOILERS HEATERS TANKS and AIR CONDITIONERS, ETC..... I OWNER'S AFFIDAVIT: 1, certify that all the foregoing information is accurate and that all work will be done in compliance with allll applicable laws regulatin� construction and zoning. I � "WARNING TO OWll YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT EMENT MAY RESULT IN YOUR PAYING I C TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN F[N WITH NCING, CONSULT TH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF' COMMEMGEMENT." ll Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceedin $2500 the promise in good faith that a copy o ' the notice o comme g applicant must ./� f ncement and construction lien law brochure ochure will b delivered elivered to the erson whose property P p p ty is subject to attachment. Also, a certified copy of the recorded notice of co ement must be po at the job site l or the first i w is occurs seven (7 days after the building permit is ' e In the absence of such poste lice, the inspection will,pot pprpved and ei e- n fee will be charged :3 I lr ' Signature l or A nt Contractor ll 11 The forejoing instrument was!ac wledged befor me this The foregoing instrument was acknowledged before me this � y I '', day of n'j 20� by day f l Y , 2009, by O�DI+/i P O � � 5 I� I �vha is personally known to me or who has produced 19 — who is personally known to me or who has produced @ n � i_ As identification and who did tak �1ow� as 'den NOTARY UBLIC: NOTARYPUBLI GWRMYN�UC1iEYROSCOIr MY COM IISSION O DDR9W Il ls , � I ca Y �UIS:r 6.201 mo al r. Sign: ,,aaaq 'Q ,•� Print: P . q.• Il l •`fig Print: t..? Y Commission Expires: es. My Commission Expires: J� •I I II I �it tia xe'e'g44a or de daa4�9t,x,Y Qa ee 4r,Ydr &�e,iU,F,b'x,Y de de drdr& • / G V � 3 Ill I I � ' ae • • �9r • x,Fxa°x,Y ie udaux,4�.x,Y�xxxSe,Y da x,Y,Y,4 ak,6 se,e &akx�e� , Y Y Yx , Y 9 e+ex�,4x�xdrx,Y`&a•.• &x4a arx.'. V I APPLICATION APPROVED Y: Plans Examiner � l l ' I� Engineer Zoning Revised 02/08/06 l I I II l �3 i t �l + I 'll , I ; ' l . I .. l a Miami Shores Village nr, p ; Reslcintla.:'' •..',. 10050 N.E. 2nd Avenue Wb Miami Shores, FL 33138 -0000 8`9 Phone: (305)795 -2204 ,CORD v Expiration: 03/0912010 Project Address Parcel Number Applicant 1223 102 Street 1132050250140 Miami Shores, FL 33138- Block: Lot: DIANA AUVERT Owner Information Address Phone Cell DIANA AUVERT 1223 102 Street MIAMI SHORES FL 33138 -2617 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 LS CURTIS INC 305 -892 -0115 Total Sq Feet: 0 Type of Work: ELECTRICAL For Inspections please call: Additional Info: GARAGE ENCLOSURE (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ EL -9-09 -35868 $ 211.20 $ 211.20 $ 0.00 Education Surcharge $0.80 Permit Fee - Additions/Alterations $200.00 Check #: 1079 Scanning Fee $3.00 Technology Fee $5.00 Total: $211.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 10, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 10, 2009 1 Miami Shores Village � uilding Department AUG B 2 4 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY' ° " ®' " ° ° °.° Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit Nb Gq —1^) PERMIT APPLICATION Master Permit No. FBC 20 Permit Type; ELECTRICAL Owner's Name (Fee Simple Titleholder) Phone # _ ( q Owner's Address Ne I n s'r City N 4 db State P Zip Tenant/I.essee Name Phone # Email V "1� Job Address (where the work is being done) City Miami Shores Villaize Coun l Miami -Dade Zip FOLIO / PARCEL # - !2 5 - 7 QS - 07_5 Q 1 4 0 � Is Building Historically Designated YES NO Flood Zone Contractor's Company Name _ 2 �S �(�� f� Phone # 7 A gf2 - Z�V,1 Contractor's Address a C// Ale ,? O �- - /. z4 0 City /A 9- State Qualifier Name L e�vr✓ �� T/ Phone # State Certificate or Registration No. �' U CJ /�' f Certificate of Competency No. Contact Phone 7rK y / f e 4 E- mail , t cCjit„ Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: 5 L1 0 1 Type of Work: ElAddition ElAlteration . E]New ❑ Repair/Replace ❑ Demolition Describe Work: QYY, Mr 120 U& rA'W I_Wlc�yj F C ,/ s Submittal Fee $ r Permit Fee $ ' ®® CCF CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: n Structural Review. $ Total Fee Now Due $ 0 • oC 0 See Reverse side --� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address =' City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY • RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMN ENCEMENT: ' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also; a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven ) days after the building permit is issued In the absence of such posted not the inspection will b approved and r'inspe ion fee will be charged Signatur Signature Agent Contractor The fo oing instrument as ac pledged before a this The foregoing ' ent w ckno ledged before & thli day of�, 20 by ` day of 20 by who is personally known to me or who has produced who is rso known to me or who has produced As identification and who did take an oath. �OLJI +iafication and who did take t th. NOTAR , UBLIC: OT Y PUBLIC: Sign: • °Al Sign: �' S Print �g;+�' �'� �•� Print: My Commission Expires: �pSQ•�° �m ;��? �� My Commission Expires: APPROVEDBY;�44 Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 107XRevised 06 /10/2009) i i 11tA11�1 -DA ©E COUNTY 2009 ' L06AL B6$lNF.SS AX R1*CEI 20 F0 TAX CaE iACT ©R FlAST -GUCSS 14 Ylt IFLAG41 R T.: i�tAMt Ap <c`o r1 Y S ATR OFFT. 1t3 f l U.S 1�OS`fACE 1�t:E1 oon EXPIRES SEPT 3ttn2olo PALD MtAMh FL 33130 MUST SE SAT PLACR 4P BU$1 +1 55 HltAll i FI. PURSUANT TO Ct)UN f1+ C1SD>; RERMITNQ. 23i 51080.0 6, THIS IS NOT A - DO NOT PAY,': RENEWAL BUS�tNES� U SOW 242706 0 2O34I NE 30s E. I 108 STATE��1��31 318i! CT AV Y OF AVENTURA URT'IS INC ��I 1.�'� KCAL . CONTRA`CTOR WORKER /s THE It OBEY A 10CAL .1 8LVW" TAX,RECEIPT. rt E3 ROi � PERMrt THE 1lE1LIDE tI r4 _VXX ATE. ANY ;EXISTWO EGMATORV,OR ',:*TW OR DO NOT FORWARD .cogs R AXEMfT TM' FR6U AMY 07HER RE"E°`e uW�7MSSIS L S CURTIS INC �7' A,,OER71F1OATION :DLMS a+ALIFlCA - LEWIS S CURTIS PRES 20341 NE 30 AVE 108 pAYuEnrREC AVENTURA FL 33180 Graz �'��715y2D09 02280041001 00004'5.00.. l.,!l.,l 111„ i 4,,,,,, 11ll,,111,1 „11,11111 },1 SEE OTHER SIDE AC# -3 84 1- 417 - -_ STAB QFLORt�A DEART�iENI' Qg BND::PCFS.SDNAI.. G1TIiA`ION CTL _ C GT4R °S. f,CEN iNG BC}FrR13 SEQ #t,osoioso . os DATE BATCH NUMBER IICENSE N 4; mo h The ELECTRICAL CONTRAT4R Named below IS'CERTIFI} under, the p �. c�n gv 4f ` Chap � Expirat or date. AUG GIRT-M E iT STEVEN L C rRTI 1TC 204-1, NT AVEt tI2A FL, 3-3 a,0 CHARIIIE ° CRIST - - CHUCK , 3 xG.O GQ ERI OR - INTERIM SECF4ETARx - L iS LA Aa t QtARED BY LAW. 10/25/2008 12.00 3058916367 INsuRANCE INDUJSTRIES PACE 25/27 UAIt(MMMTTTT) ACDM,. CERTIFICATE OF LIABILITY INSURANCE 1O /2g/2 008 PROIJUCM THIS CERr*IMTE 19 ISSUED AS A MAT R OMATM ONLY AND COMM NO RIGHTS UPON THE CERTfftCATE =B $ NE 125th US S =ES A HOLDER. THIS CERTIFICATE DOES NOT A , MMM OR St ALTER THE COVPRAGE AMMED BY THE POL. CO MOW - N Miami., FL 33161 (505) 891 ^2$08 INSURERS AFFt?fwwo COVE OE NAICS INSURED LS UORTI3 MURER A: Nom! 20341 NORTAEAST 30 AVENUE INSURER B: #108 INSURER G AVENTURA, FLORIDA INSURER D. 33180 INSURER E; coVERAG THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. N OTWMIMANOM ANY REQU1111MENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BG ISSUED OR MAY pe"AIN, THE INSURANCE AFFORDED BY THE POLICIES Dff6CRIBED MEREIN I$ SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES. AGGfM4ATe LIMITSSHOWN MAY HAVE BEEN REDUCED BY PAN CLAIMS. _ POLICY NUMBER Y EPF P MUN & A ri LETS GENERAL LWBLrrY EACH OCOURiBJNOE S _ 1 , 0003 000 T COWAMCIAL QUORAL wNUTY pkwwS Me amore e 6 100, 000 CLAIwMADr± ® OCC U R MFD FXPWwa*pww) $ 5 000 A 0 9ALL65793 10/26/08 10126/09 PSRSONAL&AovwuRy S 1,000,000 GENMML AGGREGATE s 2 000, 000 OEK AOMOATE LIMIT APPLIES PEI PRODUCTS - COIAPA7PAGG 2 , 000,, 000 X PQIICY r F I L AVTOMOS&E LIABLITY Comwea SINGLE L ANYAUTO tEn) ALL OWNEDAL"S BOOLY IN,WRY SCNBGABD AUTOS (P- Pte^) $ HIIiIN AUTOS 81* =r L AUTOS IPeractddem) PROPERTY Dwom GARAGE LMLrTY AUTO ONLY- EAAOOIDW _$ ANYAUTO OTH8RTHAN EAACC S AUTOONLY: AGG S EXCESSAIMBRSLLA LLABLrTY EACH OCCURRENCE $ OGWR CI 04AWMADE AGGREGATE •� $ E DEDUCTIBLE $ RETFli" S WORKERSCOWWWTIONAND TORY I R BAPLOYOW LIABL1TY AM EL EACH ACCIDENT E rKam SDT E. DISEA . EA IBNPLQ # W62 bow e.L DWASE - POLICY UUTJ Ib OTHER TtONOPOPER 17MI IOCATtONS/ VEHICLE SIEXCLINS KMADJ 30BYENDORSUENTISPEOIALPROVISIONS ELECTRICAL WORK - WITHIN EKYILDxNGS CBRIIFICATS HOLDER CANGE"T00N KUM SHORES VILLA= SHOULD ANY OF THE AB&A OESC WD POLICIES BE GANCELLED BEFORE THE EMMI TM 10050 NORTMMST 2 AVBkTU!!; DATE THEREOF, THE ISSUING INSURER WILL ENDSAAVOR TO mAiL DAYS WRITTEN XZAW MORES FLORIDA NOTICE TO TTY OERnFICATE HOLDER NAMED TO THE LEFT, BUT FAM(M TO DO 80 SHALL 33138 NO OBLK)ATTON OR UASUTY OF ANY MD UPON THE LNSURER, rrS AGENTS OR REPRESENTATIVES. r TLED REPRES ACCRD25{2M=) OACORDt ATfON1 DTE ACORD CERTIFICATE OF LIABILITY INSURANCE 0 - 0 9A 2009 PRODU I THIS CERTIFICATE IS ISSUED AS A MATTER OF IN FORMATION AUTOMATIC DATA PROCESSING INS AGCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 250717 P : (8 7 7) 2 8 7 - 1316 F:(877)287 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 308 FARMINGTON AVE INSURERS AFFORDING COVERAGE FARMINGTON CT 06032 INSURED INSURERA: City Fire Ins Co INSURER 8: L. S. CURTIS INC INSURER C: 20341 NE 30TH AVE APT 108 INSURER D: AVENTUR.A FL 33180 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NA ED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER 'LICY EFFECTNE POLICY MMfDD TION DiSR DATE MMJDD DATE MM1DD LIMITS LTR GENERAL LIABILITY I EACH OCCURRENCE 1$ COMMERCIAL GENERAL LIABILITY I FIRE DAMAGE (Any one fire) I $ CLAIMS MADE U OCCUR I MED EXP (Any one person) I $ PERSONAL & ADV INJURY I $ GENERAL AGGREGATE I $ FGE'L AGGRE LIMIT AP PLIES PER: I PRODUCTS - COMP /OP AGG I $ POLICY jE� LOC AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT $ ANY AUTO ( Ea accident) ALL OWNED AUTOS BODILY INJURY $ (Per person) SCHEDULED AUTOS i HIRED AUTOS I BODILY INJURY $ NON -OWNED AUTOS ( Per accident) PROPERTY DAMAGE $ (Per accident) LUABILTN I AUTO ONLY - EA ACCIDENT I $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG S EXCESS UABUM EACH OCCURRENCE I S OCCUR CLAIMS MADE I AGGREGATE $ IS DEDUCTIBLE I $ RETENTION S S WORKERS COMPENSATK)N AND X T W O C STA'T- 0TH- RY A EMPL OrERS LIABILITY 76 WEG TR4 9 5 4 . 05/01/09 0 5/ 0 1 / 10 E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT I $1 ,000,000 OTHER i DESCRIRWN OF OPERATIONS /LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS Those usual to the Insured's Operations. CERTIFICATE HOLDER I I ADDITIONAL INSURED; INSURER LETTER: CA NCEL T{ON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shores Village 30 DAYS WRITTEN NOTICE (10 DAYS FOR NON - PAYMENT) TO THE CERTIFICAT Building D HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO g P OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 10050 N.E. 2nd Ave REPRESENTATIVES. Miami Shores, FL 33138 AuTHO R I,sENTArnE ACORD 25 -S (7197) / ® ACORD CORPORATION 198 11/25/2009 14:38 FAX 1 800 885 7530 DATA SCAN FIELD SERVICES @002 /005 inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, Phone: (305)795 -2204 Fax: (305)756 -897 Inspection Number: INSP-122865 Permit Number: EL -8 -09 -1413 Scheduled Inspection Date: November 25, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael inspection Type: Final Owner: AUVERT, DIANA Work Classification: AddMon /Alteration Job Address: 1223 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050250140 Project: <NONE> Contractor: LS CURTIS INC Phone: 305- 892 -0115 Building Department Comments ELECTRICAL WORK FOR GARAGE ENCLOSURE Inspector Comments Passed 10 Failed Correction Needed Re- inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid November 24, 2009 For Inspections please call: (305)762 -4949 Page 5 of 24 The following pages were originally attached to plans with the following permit # . I RC, - (0 - 09 - ) C Z-�S a �rin2ala a —�� 15 ALLEY LEGEND ejtag.s.1. €= Central Angle P.P. A —Arc sal.l °8...3.i. _ _ _ _ NN „_ T PAVE � A/C Air Conditioner "1 .. k= _ Y.. — A I - / ^ssg PH s h e AS — A alt - $ ^. ^:�"�: al$$ ^$$ a =$_” " "g, . R P �e a N. ° I91 , :..�, _ _ 9 ^:° ° 3rd STREET ppl $.a ^ . aa.A aaa- - — -- BBQ = Barbecue O.U. .alp a , — b`�� l.aAaaaea_p • , T • MO .,,., aaa °a a° ' €aa a °a °: _p: =aaAS ^l ' ►* — Bloc / - n or d, CB Catch Basin a= °I "sl "" 70 5, M °� Fnd31/2 I I.P. ti '�� / t - - -+ *— I x D CBS - Concrete k Structure e3e$ ' {. a$ � a S 4 / 6�� (No I.D.) b / gyp *` I CH =Chord la a g .I a- .$$gA= 7 5o p - - - - -J ter ae to ws� Chatta. = Chattahoochee aaaa$aa a - / as "saa.aa °� \ + = Center Line CLF Chain Link Fence CI. Clear 7 = CLF = / i ^gal^ f 9 1 2$ 0 8 ti rat ►++y Conc. = Concrete a$$$.$a ° . e o a� r D =Deed Q 0 Q low a _— to =Diameter ^l 0 / DH Drill Hole =5 s`$I ° ' C i! 1g b DME = Drainage & Maintenance Easm't °$l$3 % \ / w N.E. 102nd STREET g - -- - -ry Easm4 = Easement / ; .2ne9 a . \ A / to — �, Enc. = Encroachment l...is .; 'v$'r F.H. =Fire Hydrant / FIP =Found 1/2" Iron Pi $gnai'n p " i \ / 1 2 ° 4 I °$ i ° ` "Ap 'a; iC �' / 2 t 4 r a FIR = Found 1/2" Iron Reber n�Yaa °° l$lrEs p p $I p . 7' 10.40' — \ —� P k " °� 25.40' " "` I —__— pA4 1 FPL — Florida Power &Light J D denti ` _ �► - - -� I = Ification _ a W J en 0 - -- I Pe / $v Garage W 0 �..� 9� — I.P. =Iron Pi Elevation —_ t t� °ll LB = Licen 10.32 Lake Maintenance Easement sed Business ' °i ` `� 9 8 7 6 5 1� I LM = H H $$$ 4.25' I a + p L.S. = Land Surveyor / ISH 1 M = Measured / N - OI\I MAINT. = Maintenance 0 0 / I Location Sketch ME = Maintenance Easement dA g -g r Q8 o ' - °- °j = Monument Line / X — NTS Mon. = Monument 15.45' 15.35' N/A = Not Applicable N/D = Nail & Disc aY y��.a a O N' = Number w L .a NTS =Not to Scale ' . 0 8 k _ One Story 2 9 w �i O/S = Offset O.U.L. = Overhead Utility Lines w g g' A Residence 4� P = Plat 5.45 No. 1223 A ° �' PB = Plat Book h - PC = Point of Curvature a _ PCP = Permanent Control Point PG =Page .2' Eno. P.I. = Point of Intersection / $xT s 19.60' A 4' CLF GATE PKWY = Parkway a " 16 5.90' o °o_ 16.75' 6.00' PL = P opery Line C2 yN 16.70' nter RON PL PLS = Professional Land Surveyor DI 17.35'° 9> 17.20' °- P.O.B. = Point of Beginning P.O.C. = Point of Commencement Note: Measurements P.P. =Power Pole q ?0 Decorative are to face of building 00 PRC = Point of Reverse Curvature Brick ` 0 0• not to decorative bricks PRM = Point of Reference Monument r - ^ txh w a 000 PT = Point of Tangency �0 Oo R = Radius �' LEGAL DESCRIPTION: Res. = Residence Fnd. D.H. 6 9' Lot 6, Block 186, BAY BREEZE SECTION, according to the Plat thereof, as recorded in R.L.S. = Registered Land Surveyor Plat Book 42 Page 25 of the Public Records of MIAMI -DADE C oun t y, Florida. RNG -Range Frid . .M: 5ONG.:SI ®1 =WALk :::5 !!P Fnd. D:H. a 9 tya R/R = Railroad • t ).... RSM = Registered Surveyor & Mapper iri 89.65 (M) N R/W = Right -of -Way m m PREPARED FOR: Diana Maria Auvert & Roberto Burg uera, 1223 N. E. 102 Street, Miami Sdwk = Sidewalk 24 PARKWAY " Shores, FL 33138 sec. = S ection T =Tan m b TWP = Township Surveyor's Note: U.E. = Utility Easement X Denotes Spot Elevation W. F. u F. = utilit y —Wood Fence • Elevations shown refer to National Geodetic Vertical Datum 1929. W. M. = Water Meter WME = Wall Maintenance Easement .t °$a.a IN IaA:vaaY:ll ^ ^a^ A ll ^aa.laa "sgaa Y a YRYY li$ l$= pp�= �Y . =� ?t. ° aa $as$Iaa�S gaaRl....$ _ ^ BOUNDARY SURVEY a ° ° SURVEYORS SEAL I °p = MOJARENA &ASSOCIATES, INC. ° : a a$a ° a a ^ a oar °aa ^a a a a ° aaze a ° ° a , " "I° : . ° : a °..t .; ° _.5 °$a a a 1 = °� ° a. a a a 1 a a .g$$. I HEREBY CERTIFY: That the attached sure was made �;l . aa aAa e. l. ; a a °a °1 =a as al° a r: _ °s a aaa_'. p.p. , - Bpd „ -., .g . survey m eets ° - °... a a - _ -_ ° a a A a a , ,, -.:• ° ° °° . : _ Unless it bears the signature and Land Surveyors & Mappers the original raised seal of a i mn mum technical standards as set forth FLORIDA N �r � Certificate of Authorization No. 6698 • All clearances and/or encroachments shown hereon are of apparent nature. Fence ownership b visual means. Legal owner of fences not determined. w E Pp p y p mapper this map /report is for Administrative Code, pursuant to Section 472.027 Florida Florida licensed surveyor and BOARD OF LAND SURVEYORS in Chapter 61G17 -6, Florida s 12925 S.W. 132nd Avenue • Underg structures, if Statutes. There encroachments l t an y , not located. Stas. ere are no encroacmens overaps, easements Miami Florida 33186 305 r9 Y informational purposes only and ) 278 -2494 appearing on the plat or visible easements other than as shown hereon • Bearings, if shown, are based on assumed meridian or Plat of Record. is not valid. eo • Lands shown hereon were not abstracted for easements and /or right -of -ways e : of record. • Legal description provided by client. REVISED FLOOD ZONE: X BASE: NSA • This certification is only for land as described. It is not a certification of title, zoning, easements, or freedom from encumbrances. ABSTRACT NOT REVIEWED. 12 -09 -08 • There may be additional restrictions not shown on this survey that may be found in the public records of this county. ABSTRACT NOT REVIEWED. NELSON MOJ NA 07 -14 -09 DATE: SCALE: DWN. BY JOB NO. • This BOUNDARY SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. Registered Surveyor & Mapper No. 5504 • This survey was based on the monuments found on the field. State of Florida 11 -10 -08 1 if = 20' O. M 08 -0259 e a LEGEND e t" 15 ALLEY s @ s& s I I 9 Baas sa a 3 6s ? as sfi e e s a € 0 = Central Angle P.P �?t ll al st I t I I s a H �it� � �s 6t �. ♦ / -- — - -- - - - - - -- -- - - g E la t r I T PAVEMENT a _ _ A/C = Air Conditioner A =Arc .� 4Aa2Z' ; I Isis is "g a� e l AaEn_ ^¢ :s; _- _N E. a 03rd STREET a ASPH = Asphalt O.U. Fs esl 5 I x __ 0 *�+ % °.L+' a 4 w -- Aco roo BBQ = Barbecue W.M. .35' CL A� / / a.� t a CB = Catch Basin t °° E ^t. O J f_ - _rr't I 3 I CBS = Concrete Block Structure € ll' `t O -7 0 , l "i U 7 °�' p Fnd. 1/2" I.P. y �• r 2 I_Et? / yil's 0 6 LD.) -- 9 / r o +'� N. CH = Chord (No ala °" `S° O - -J �JO me*o 6 n:, ron Chatta. = Chattahoochee '89" ° =Ranitrs. a as^ °' I i t f = Center Line as Isi t 7 dv CLF = Chain Link Fence CLF __� J� �, :� w Cl. =Clear Z 9 4 �f r ,1 Conc. = Concrete D = Deed cd / I v I -- - _ !f.+ =_ _% 0 = Diameter DH - Drill Hole it / a « % ♦ / / 4,j �.. N. E . .102nd STREET '� DME Drainage &Maintenance Easm't a I Encm� = = Easement Encroachment "to I = Fire Hydrant F la= del Il ^ t =t` a ^Q• X1 0 . 4 0' I q a r I - / n s / I p .5 4 Z p b R� ut IP F.H. - Found 1/2" Iron Pipe 7' _ �- J �'� a r a � ' FIR Florida Po IR = Found 112" Iran & ron Reber /_ 3 LLLLL LL l w Li nt x � a a l l 25.40 �azT_ te< erg P 4 9 LL� 4AW m ,_- - _� ID = Identification �, Garage w ' - =_ -- _ e : L LB = L censed Business Elevation LL r' ron Pipe I e a,_ a ^� ^$ _ L ?° ,b s: O = 10.32' 4.25 L LLLL LLLS�L I `\ 9 8 7 6 5 1� / BOLL. °I LME = Lake Maintenance Easement s ° E € a I a ° °` LL 4.25' ' / a LLLLL LL L L.S. = Land Surveyor �^E a _, LLLLL LL LLqLL M = Measured >c LLL LLL' LULL 1 ^" LL L LLL p p LLLLL MAINT = Maintenance r g "" L L LLL N W D LLLL L .l LL o, o L _LL �. Location Sketch ME = Maintenance Easement ," 8 LLL NTS Mon = Monument x _ Line c N 15.45' 15.35' N/A = Not Applicable L- e E;; N/D =Nail &Disc rn O N' = Number io One Story NTS =Not to Scale �. 2.90 N O/S = Offset C4 Js. Residence ��° �- O.U.L. = Overhead Utility Lines " P = Plat No. 1223 o N P13 = Plat Book / v PC = Point of Curvature P Permanent Control Point PG = c 2' Enc. P.I. = Point of Intersection of / - 19.60' d ' 7 5 5.90' ? 0 6.00' 4' CLF GATE 11 = Parkw T 88 1. 0 7.05' °- 16.75' 670' ® roperty Line i - PL = Planter L S -4 Y = Professional Land Surveyor a ,a 7.35' L 9) 17.20' °- P.O.B. =Point of Beginning \ L 06 P.O.C. =Point of Commencement Note: Measurements P.P. =Power Pole L colvC. Decorative LEGAL DESCRIPTION: s e m co are to face of building PRC = Point of Reverse Curvature L TILES Brick 9 oe not to decorative bricks Lot 6, Block 186, BAY BREEZE SECTION, according to the Plat thereof, as recorded in PRM = Point of Reference Monument c S R� w L N 0 0• PT = Point of Tangency v L 9 11 011 Plat Book 42, Page 25, of the Public Records of MIAMI -DADE County, Florida. R = Radius Fnd. D.H ass 6 0 L Res. = Residence a^ CERTIFIED TO: Diana Maria Auvert & Roberto Burguera; Ana Maria Angulo, Atty.; R.L.S. = Registered Land Surveyor RNG =Range FiKt. .H : • 5" CONC.:SI9EWALK 89:5' {P)..na:.o;H. Attomeys' Title Insurance Fund, Inc.; Mercantil Commercebank, N.A. R/R = Railroad 89.65, (n A` N RSM = Registered Surveyor & Mapper m o v.J Ivl) m PREPARED FOR: Diana Maria Auvert & Roberto Burguera, 1223 N.E. 102 Street, Miami R/W k = S�aewek N �= t Shores, FL 33138 Sec. = Section as 24' PARKWAY T = Tangent 0 0 Surveyor' Note: TWP = Tow n s hip s Ea U.E. = Utility Easement X Denotes Spot Elevation UTIL. = Utility W.F. =Wood Fence Elevations shown refer to National Geodetic Vertical Datum 1929. W.M. =Water Meter ' WME = Wall Maintenance Easement Rig a a a b a �. _ - pas �a� •s9 "ea t � f �5 �" la�aa , ll BOUNDARY SURVEY MOJARENA &ASSOCIATES IN t f SW a SURVEYOR'S SEAL (� ` a � P 6 s �� H Unless It bears the si gnature and a attached sure was made th sl n I HEREBY CERTIFY: That th Land Surveyors & Mapp s .�... eon final raised seal of a under my responsible charge and substarrtialty meets the N y PP 9 minimum technical standards as set forth by the FLORIDA Certificate of Authorization No. 6698 • All clearances and /or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. Florida licensed surveyor and BOARD OF LAND SURVEYORS in Chapter 61G17 -6, Florida w e mapper this map /report is for Administrative Code, pursuant to Section 472.027, Florida s 12925 S.W. 132nd Avenue • Underground structures, if any not located. Statutes. There are no encroachments, overlaps easements informational purposes only and appearing on the plat or visi a ease is other than as Miami, Florida 33186 (305) 278 -2494 • Bearings, if shown, are based on assumed meridian or Plat of Record. is not valid. sh 'her • Lands shown hereon were not abstracted for easements and/or right -of -ways of record. • Legal description provided by client. REVISED: FLOOD ZONE: X BASE: NSA • This certification is only for land as described. It is not a certification of title, zoning, easements, or freedom from encumbrances. ABSTRACT NOT REVIEWED. 12-09 -08 be additional restrictions not shown on this surv that may be found in the p ublic records of this county. ABSTRACT NOT REVIEWED. N SON M ENA • There may y a tv DATE: SCALE: DWN. BY JOB NO. • This BOUNDARY SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. Registered Surveyor & Mapper No. 5504 a This survey was based on the monuments found on the field. State of Florida 11 -10 -08 l it = 20 O.M. 08 -0259 r MIAM ma MiAbII DARE COUNTY, FLORIDA hWMO -DADS FLAGLER BUIIDM BUILDING CODE COWLIANCE OFFICE (BCCO) 141) WEST FLAGLER Si ' SUITE 16@3 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 3752901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) WdadeaovJcAde PGT Iandunti 1e9, Low. 1070 Tech udW Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rates and regulations governing the use of construction materials. The d+oc - i submitted has been reviewed by Miami -Dade County Pmdnct Contrd Division and accepted by the Board of Runes and Appeals (BORA) to be used in Mum► Dace County and other areas where allowed by the Authority Having Jurisdiction (AM). w 'Phis NOA shall not be valid after the expiration date stated below. The 11+fiami Dade Coady Product Cotrol Division (r0- Miami Dade County) and/er the AM (in area other than Main Dade Coady) reserve the right to have this product cc maternal tested for quality assurance punk. If this product or material fails to perfiam in the accepted manner, the mangy will incur the expense of such testing and the AM may mumerimtely revoke, rnadify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this accept, if h is determined by Miami Dade County Product Control Division that Ws product or material fails to meet the requirements of the applicable building code. This product is approved as described d herem, and has been designed to comply with the Florida Building Code, including the Aig Velo H urrican e Zane. I)E.SCR1<PTION: 910"' AIu ,- . Ho _..__, APPROVAL Docum r: Drawing Na4127 -10, titled "Alum. Hmizontad Roller vvi dow, impact", sheets 1 through 11 of 11, dated 02P2 rAO6 with the latest revision " C" dated 04/15n007, prepared by PUT industries, Inc., dated 08110/2007, signed and sealed by Robert I- Clark, P.E., bearing the Maori Dade County Product Control Revision stamp with the Notice of Accepts= number and expiration date by the MammiDade County Product Control Division. NftssILE LwACT RATING: imv Miss& and Sm n Nye hapad R esistant LABEZING: Each unit shall bear a permanen label with the manufacturer's name or logo, city, state and following statemed: "Mam i Dade County Product Control Approved unless otherwise acted herein. RENEWAL of this NOA shall be considered after a renewal application has been Se d and there has been no change in the applicable building code negatively affbarrig the performance of this product. TERMWATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/cc manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically this NOA. Failure to comply with any section of this NOA shall be cause for termination and reinoval of NOA. AD : The NOA number prayed by the wards miismiDade County, Florida, and followed by the expiration date may be displayed in advertising Ideratirm N any portion of the NOA is --.� displayed, then it shall be chine in its entirety. INOWM ION: A cam► of this entire NOA shall be provided to the user by the maaufacdnur or its distdbatois and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 064M.06 and consists of this page 1 and evidence pages 11-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Espit�n Da — o_ , Approval Date; Janna" 03,2M Page 1 f PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufactur&s die drawings and sections. 2. Drawing No.41X7.10, titled "Alum. Horizontal Roller Window, Impacr, sheets 1 through 11 of 11, dated 02/2812006 with the latest revision `°C" dated 0411512007, prepared by POT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on-. 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked-up drawings and installation diagram of XOX alumimmn horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrL.5330, dated O VIMO07, signed and sealed by Carlos S. Rionda, P.E. ' 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Alf Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large blissile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 Along with up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrLAM, dated 0310&MM, signed and scaled by Edmundo Largaespada, Pte. (Submitted wider NOA#O"40106) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Umfonn Static Air Pre== Test, Loading per FBC TAS 202-94 3) Water Rice Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No Fr AM9, dated 0310 ,signed and sealed by Edumdo I.argaesPada, P.E. (Submitted under NOA# 064465.06) �Plm ff I I �10 A Ir Product Control NOA No 0 .09 Expiration Dad= December 21, 2011 Approval Dame.- January 03, 2008 E-1 PGT Indushies. Inc. NOTICES OF ACCEPTANCE: EVIDENCE SUBNIITTED C. CALCULATIONS L Anchor Calculations and structural analysis, complying with FBC 2004, prepared by PGT Engineering, dated 10126!06, signed and sealed by Robert L. Clark, Pte. Complies with ASTM E1300 -98 and 02 D. QUALM ASSURANCE 1. Miami Dace Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E J. DuPont DeNemwcrs for "DuPont Bataite PVB Infedayer" dated 01/0512006, expiring on 12111/2010. 2. Notice of Acceptance No. 03 4GL01 issued to Solutia Inc. for their "Saftx HP a polyvinyl butryal interlayer for lamination of " dated 05/2212003, expiring on " 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dared 0811012007, signed and sealed by Robert L. Clark, P.E. 2. Iaboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/1812007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08!2006, signed and sealed by Fdmundo Largaespada, P.E. (SubmAW w derNOA#06- 0405.06) G. OTHER L Notice of Acceptance No. 06. 0405.09, issued to POT Industries, Inc. for their Series "Alum, Horizontal Roller Window, Impact", approved on 1212WW6 and expiring on 17121/2011. Manuel Pdre4 Prodnd Control NOA No 07- 0815.09 Ezpir don Date: December 21, 2011 Approval Date: January 03, 2008 E2 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6M8' LAMI CONSISTING OF (2) UTB$ OF 118" ANNEALED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. S. OAV LAMI CONSISTING OF (1) LIE OF IN ANNEALED GLASS AND (1) LITE OF IN HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFummEPSAFE MAXMUM PVB INTERLAYER. C. SMBm LAMI CONSISTING OF (2) UTES OF IN HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLOWMEPSAFE MAXIMUM P VS INTERLAYER D. 7118° LAMI CONSISTING OF (2) UTES OF 3118' ANNEALED GLASS WITH AN :DLO DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER E. 7f IB° LAMI CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS AND (1) LITE OF 3MV HEAT STRENGTHENED GLASS WITH AN= DUPONT BUTACITE OR sAFLuAcEEPeAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER SHEEP F. 7118° LAMI CONSISTING OF (2) LITES OF 3M' HEAT STRENGTHENED GLASS MATH AN .M DUPONT BUTACITE OR MWOMUM PVB INTERLAYEM GENERAL NOTES .............1 GLAZING DETAILS ............ 2 0.13118' LAMI IG: (1) LITE OF V8' OR 3118' ANNEALED (MIN.) GLASS, 8118" OR 318' AIR SPACE AND 8118' LAMI CONSISTING OF (2) L I TES OF IN ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .DLO DUPONT BUTACITE OR SAFLEKIKEEPSAFE MAXIMUM PVS INTERLAYER. ELEVATIONS.- ....— ..- ....., 4 VERT. SECTIONS......_..... 8 H. 13/18' LAMI IQ (1) LITE OF IN OR 3118' ANNEALED (MILL) GLASS, BIB" OR 318• AIR SPACE AND 6118' LAMI CONSISTING OF (1) LITE OF IN ANNEALED GLASS AND (1) LITE HORG. SECTIONS............ 8 OF 118° HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFL.EXIKEEPSAFE MA)UMUM PVB INTERLAYER, PARTS UBT ....................... 8 EXTRUSIONS. ..... . . .......... 7 L 13118' LAMI 10: (1) LITE OF 118" OR 3118° ANNEALED ( MIN.) GLASS, A18" OR 318' AIR SPACE AND 6118° LAM! CONSISTING OF (21 LITER OF IN HEAT STRENGTHENED GLASS CORNER DETAIL...~~...... 8 WITH AN .080 DUPONT BUTACITE OR $AFLEWIMPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE .................... 8-11 J. 13M8' LAMI IG; (1) LITE OF 118" OR 3118' ANNEALED (MIN.) GLASS, 3118" OR 114' AIR SPACE AND 7118' LAMI CONSISTING OF (2) LUTES OF 3M8' ANNEALED GLASS WITH AN 00 DUPONT BUTACITE OR SAFLEXMPSAFE MAXIMUM PVB INTERLAYER. K. 13118' LAMI K4; (1) LITE OF IV OR 3M8' ANNEALED ( MIN.) GLASS, 3M8' OR 114' AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE OF 3118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR WELIDUKEEPSAFE MAXIMUM PVB INTERLAYER L 13M8' LAMI IG: (1) LITE OF IN OR 3118' ANNEALED (MIN.) GLASS, 3118" OR 114' AIR SPACE AND 7118 LAMI CONSISTING OF (2) L.ITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .DUO DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB LNTERLAYER 2. CONFIGURATIONS: Off, XO, XQ 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-0'1. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13004M 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 0 THROUGH 11 FOR ANCHORAGE DETAILS. PROM= REVIM mJ ampiYw& w6h ft Rod& fl:�!k:iagb _ S. SHUTTERS ARE NOT REQUIRED. ll C do a A' 8aptrt4w�1?ase S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4868, FTL- 48% AND FTL Dl ELCO TEXTRON NOA: 04-0721-01, 03-0228.06 ANSUAF&PA NDS -2006 FOR WOOD CONSTRUCTION ADM -2008 ALUMINUM DESIGN MANUAL ® THIS HURRICANE PRODUCT HAS B EEN HZ) DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. C ", Wo"� PON , NOW IVIG THE HIGH VELOCITY FK 411 C ADDER- MTONOTES7 &DHO.NOTEST000NIENT'MT. Q ��yw d d, 1w TwmQLQw Qfm ENERAL �7 j !� AK 1df7006 CHANOETOASTM8ISOOCd NaWMS,FL8C27S w �f ALUM. HORIZONTAL ROLLER W/NDOW,IMPACT F &�45mB A ADDAIRSPACEDW.NOTEI TECH.REF.NOTE? &NOTES. HOK X Fl�94274 VGtI(yBetter u. mw mw! PE 7� FK 2asmB ,tie. a =fo N71s 1 a 11 4127 -10 C sm�a� , 21 � 50 21 l � � 50 1/E• NOK 1/T NOM. a mawto INTERIOR* GLASS BITE GLASS BITE CALL SECTIONS) 51 80,87,82 51 83,84,85 IN ANNEALED OR HEAT STRENGTHENED GLASS 3/1 V ANNEALED OR HEAT STRENGTHENED CLAN Z0 SOLUTIA OR DUPONT PVB INTERLAYER .000 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 3M8• ANNEALED OR HEAT 87RENGMNED GLASS BMW NOM. 7110' LAMINATED 5118" LAMINATED GLASS 7/18" LAMINATED GLASS 21 50 21 50 58 0� B 58 GLIB B 52 � $2 88,87,88,88,70,71 PRODUCTRRVM 72,73,74,75,78,7 im co wodw mKe. IN ANNEALED OR HEAT STRENGTHENED GLASS 3/1 W ANNEALED OR HEAT STRENGTHENED GLASS A •• .M SOLUTIA OR DUPONT PVB INTEPAAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 3M8• ANNEALED OR HEAT STRENGTHENED GLASS 811V LAMINATED 7118' LAMINATED wt 8118. OR 318• AIR SPACE 3118' OR 1/4• AIR SPACE 118° OR 3M8• ANNEALED (MIN.) GLASS 118 or 3/18" ANNEALED (MIN.) GLASS 13MV NOM. 13118' NOM. 13118° LAMI IG GLASS W/ 5/16" LAMI 13/18° LAMI IG GLASS W/ 7118° LAMI FiL 411"? C INOCHANGETHESHIMT im M Q(AZ /NQ��A/Z`�7' ` KK 10"7/00 a NO CHANGE 77M8hW NoxoM8 34 m co P.o. agx +� ALUM. FIORWWAL ROLLER WINDW, IMPACT F.A: Maw A ADDAIR BFACE DW. 7D LAAN ID OETAp 9 NONOMiB. FL 34274 Vit16{y Better mb °� ° � ° PE A3971Z F.K. Z2M J.J 3 Z. FuH 2 a 11 4427.1D C 8bualurai TABLE 1. XOX (114,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 88" 38 316" Or N air 84" or or 84" A,B +80.0 -60.0 +60.0 -80.0 +60.0 -60.0 +80.0 -60.0 +80.0 -80.0 +60.0 -60.0 +60.0 m.0 +80.0 460.0 98" A,B,G,H +80.0 460.0 +80.0 -60.0 +80.0 460.0 +80.0 -60.0 +80.0 -60.0 +60.0 460.0 +68.8 4M.8 +66.2 -68.2 108 316" A,B,G,H +60.0 4W.0 +60.0 -W.0 +80.0 4W.0 +60.0 -W.0 +60.0 460.0 +60.0 -60.0 +65.2 -55.2 +62.3 432.3 188" A,B,G,H +60.0 -60.0 +80.0 40.0 4.0 -60.0 +6D.0 -410.0 +60.0 460.0 +60.0 460.0 +64.6 -64.6 +51.7 -51.7 111" kB,G,H +%0 1 430.0 +60.0 -80.0 1 +6D.0 460.0 +60.0 460.0 +60.0 4SL0 +66.5 -68.6 +63.6 -63.6 +50.8 430.0 UP TO IRF C,I +60.0 1 40.0 LJP TO 111" D , J L +75.0 TABLE 2. XOX (113,1!3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE V SMALLER) W INDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP T or TON 7118" DA. F . +N.0 E-75.O TON 7118" ' +75.0 J,K,L TABLE 3. f X AND ,X, O FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS Wl SAME DLO ARE V SMALLER) WINDOW or GLASS WINDOW HEIG �p H T T /�{ Q� WIDTH TYPE 2V p � 36 318 46 VII NY w N W 60" A B,G,H +76.0 -76.0 +76.0 =75..0 +76.0 75.0 +75.0 1 -75.0 +76.0 -76.0 +75.0 75.0 +76.0 -75.0 +76.0 -75.0 A B,G,H +78.0 -76.0 +76.0 76.0 +76.0 -75.0 +76.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 F1 A,B,G,H +76.0 -75.0 +75.0 76.0 +75.0 -75.0 +76.0 '7 &0= +75.0 7b.0 +75.0 76.0 +69.6 49.6 +65.2 436.2 A,B,G,H +75A -75.0 +76.0 -76.0 +75.0 -75.0 +76.0 -76.0 +78.0 7b.0 +76.0 -75.0 +68.1 438.1 +83.8 -63.8 �' "� ' "'"MsED C D E,F, UP TO T4" I J,K L +76.0 FTi -75.0 Aa pi=o No o GLASS TYPES: TEST REPORT FTL-48M (NO)q, AIM (OX& )0) AND FTL -5330 A. 5/76" LAMI - (1/8" A.. A) G. 13/18" LAMI IO -1/8" OR 3/18 "A, 6116" OR 3/8" AIR SPACE, 6116" LAW - (1i8"A, .0@0, lArA) o m"t- S. 6/16" LAMI - (1/8" A, .O1WI /8" HS) H. 13118° LAMI 10.1/8" OR 3116A, 6116" OR 318" AIR SPACE, 6/16" LAMI - (1/8"A, .090,1/8 "HS) C. 6/16' LAM) - (1/8" HS, .09D,1/H" HS) L 13118" LAMI IG -1141" OR 3/16"A, 6/16" OR 3/8" AIRSPACE, 6116" LAMI - (1 /8"HS, .080,1/8"HS) D. 7118" LAMI - (3118" A. .090, 3118" A) J. 13116" LAMI 10411 OR 3118"A, 3/18" OR 1/4" SPACE, 7118" LAMI - (3116"A, .080, 3/16"A) E. 7/16" LAMI - (3116" A. .080, 3116" HS) K. 13116" LAMI IG -1/8" OR 3118 "A, 3/18" OR 114" SPACE, 7118" LAMI - (3/16"A, .090, 3/1("HS) F.7/1 LAMI - 3118" HS, .090, 3118" HS L 13/16" LAW 10 -1 /8" OR 3/16A, 3116" OR 1/4" SPACE, 7/16" LAMI - 1WHS, .090, 3116"HS) mroTWKNOLO OPM FK 411301 c W718GRAL FX 0FT=A 18A9 M E 19Q0-02 DESIGN PRESSURES it 5s OPTA8LH8T0A8TM8990402 aoKams.� F'_ tom~ ALUM. HORIZONTAL ROLLERWWDOW, IMPACT L oWrkP.E. FX vim A AAR 8PA06DW VSM GLA99 TYPES O THW L NOIt0 RL 34274 VtsrlI, a.. peftmg FK 22M J.J. =m NT8 1 3 d 11 4127-10 C 8bu at MAX 27 3W OL 273!8° BMW MAX oLO sa BMW MAX DLO FD05D A DLO MAX oLo VENT VENT mm D D B B B X 0 X x 0 x I L . I L� I , 110" MAX WIDTH I.F. FRAME - -^i ��" SB 7118° MAX WIDTH I.F. FRAAAE --=i 111" MAX WIDTH FLANGE FRAME 7118" MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2 -1/4) DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 33 @118' MAX. 33 9118' MAX 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT SEALANT OR GASKET — — — FLANGE AT HEAD AND SILL A I A FRAM 16 CONFIG. 57 3N° 8 OLD ALL — — 15 I.F. FRAME y RWw DLO ALL ( VENTS yw,vnh Um PIaIAe FIXED Or MAX = F .. atoo Q , p9 LITER I.F. FRAME t� ' MM DWA x CONFIG. I 1 13 FLANGE FRAME c I 73" MAX WIDTH LF. FRAME ---� VIEW D-D I� 74" MAX WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO_ FA f/iGON c toroTeoraaatoovmmia E�ATION3 RIG MIN00 8 I moommnammT NAB,FLMM 7 °'' ao �x ALUM. HORIZONTAL ROLLER WINDOW, IMPACT L GWK P FA VISW A ND crra w Tray &m6r NoNO8Ai9, w. sm4 v lbh Beerar '� — tswla F.rC arm r= M&N I wria NT8 4 d 11 1 4127 -10 0 s„ INTERIOR 87 35 39 1 22 `✓ p q 18 2 EXTERIOR INTERIOR 13 21 MAX VENT DLO MAX FIXED DLO —+I MAX VENT DLO MAX. YKIM (FLANGE FRAME) EXTERIOR 19 SECTION B-B A 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) HEI INTERIOR 1i 38 32 3i FLANGE FRAME MAX V ENT oLO q 18 MAX. FIXED DLO 22 (�— MAX FIXED DLO ---.4 MAX. VENT DLO I 4 3 MAX. MOTH (I F. FRAME) -- � 21 EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIYRAME) 24 S 22 21 41 � ® 2 MODU rUvow ith as comtrins w am pwrm 12 8 EXTERIOR INTERIOR A - o i 12 21 h Omc cO 24 7 EXTERIOR INTERIOR & --, 8 10 SECTION C-C ® 42 SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME)® (VERTICAL SECTION, I.F. FRAME)® t?x' a�ew� c aanazrrEORac�vF fre at,aaan�aaarrovns 10701ECf{TOUM S C77ONS / NOW PA tGJ w s CNnnxaE rrnsstriE7 N OXM e, soars ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R!t BWt3 A Na l CHANOB 7ifl93fiEET P.O. e4X 1Fm ! a P E riaeotaie, 3W4 i7eetb(y Beero. rw> to Waft 8 a 14 4f2T - C +� �K gem ✓.t Mm nwd AWII# RLIV AESCR>I MN MATL P[ln ffm DWGW RIM DPSCRIPMN MATT. PQIw 1 4102 A FI.ANCaEFRAMEHEAD 6063 -T6 AL 612237 66 GASS, 13/16" LAM 10.1/8" 3/8"AIRSPA 5/16" LAMI 1/8"A .090 VrA 2 4025 SASH STOP STD. ANTI L]FT CM 6063 -T5 AL 612144 67 13116" LAM110-1/rA, 3/8" AIRSPA 3/16" LAND U8"A, .090 US" 3 #8 X 314 PH. PAN HEAD 7834AA 68 " 13/16" LAMI IG1IrA, 318" AIR SPA 5116" LAMI U8"HS, .090 Pva, US" 4 4053 SASH STOP C OVER SASH 6063 -TS AL 0 " 13116" LAMI IC III 5116" AIR SPAM 51]6" LAMI 1 /8"A, .090 PVA 1/8"A 6 41M FLANCEFRAME SI1L 6063 -T6 AL 64136 70 13116" LAMI I0-3116"A 5/16" AIR SPA 5/16" LAMI U8"A, .090 PM U8" 7 4137 ISRLADAFM 6063 -TEAL • 64137 71 1 " I 13116" LAMI IG .3116" 3/16" AIRSPACE, 5116" LAMI U8" .090 PVB, US" 8 4131 IROUERTRACK 606346AL 64131 72 1 " 13/16" LAMI I0.118"A 1/4" AIR SPACK 7/16" LANH 016 PM YIfA 10 71298 IWEEPHOUCOWNt POLYPROP. 71298 73 " 13!16" LAMI U8 "A 1!4" AIRSPA 7/16" LAMI 16"A .090 3116" 12 1626 ADHESNEOPEN CELL FOAM PAD 7PAD1626 74 13116" LAMI IC R/8"A I/4" AIR SPACK 7/16" LAW QlIgM.090 PVA 3/16-US 13 40M A FLANMFRAMBJAMB 6063 -TEAL 612223 75 " 13/16"LAMIIG3/16" 3/16" AIR PAM 7 /16"Lon 16"A =PVB,3 /16 "A 14 4134 GASKET FOR MAIN FRAME SIILJ01NT 74134W/K 76 " 13/16" LAMI nYI6" 3116" AIR SPA 7 /1S' LAMI 16"A .090 PV% 3116 15 1155 #8X1.000 QUAD PN SMS 781POA 77 " IYle LAM IG311 CA, 3/16" AIR SPA WIC LAMI (yI4rHSmpyfAyIc 16 4110 G SCREEN ADAPTOR 6463 -T5 AL i 641100 90 1014 SCREEN FRAME & VER. 3105 -H14 AL 17 4054 B FMMMEI'.1'INGRAIL 6063HD -T6 AL 64054A 91 1630 SCREE CO104ERKEYW/RINCi.S POLYP". 19 4066 WSIT-187 X.230, FIN SEAL 6406604 92 1631 SCREEN CORNISRKEY W /OITrRm POLYP". 21 4105 ISASHTOP&EMM RAIL 6063 -TS AL 6M240 93 1073 SCREEN SPRING STAT. 22 1683 WSTP .240 X =M% FIN SEAL 616OG 94 16% SCREEN SPWIE -335 DIA. FOAM EMI PVC 23 225.1 IROUMtHOUSM& GUIDE 0112M 9S 1635 SCREEN SPLINE -335 DIA. HARD EM PVC 24 226 IBRASS PW=WHEEI.S BRASS 7BRWHI2 % SCSI CLffIH 29 4128 IRORWXNTALROUMSASHTOPGAM POLYPROP. 44128N 32 4006 D SASH MEMINGRAIL 6063HS -T6 AL 64006 x 710 33 1235 WSTP 170X 270 RAM FIN SEAL 67SI60 35 10% SWEEPLATCH DIFrCAST 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 41M SASH SIDE RAIL 6063 -TS AL 64126 2 38 1683 jWSI?,=X2MHAM FIN SEAL 61683G 39 7070 BM WEATHMSTRW.187X.275 670M 40 LIFTRAILCIOVERCAP 74078"C"LORR 41 4139 LF. FRAMEHEAD 6063 -T6 AL 64139 42 4140 LP, FRAME SILL 6063 -TEAL 64146 41 I .F. FRAME BEAD 43 4141 LF. FRAMEJAMB 6063.T6 AL 64141 ® #4130, X78 SO CiAZRVGSILICA DOW 899 9m9"5 ®R UIVALEPT! 51 1224 MNYLGAZINGHEAD BULB MM 6TP247W , # 4 1 40 O 52 1225 MNYLCKAZINGBEAD HULE 6TP24K as ty gwwiam mmwe x784 53 4039 B a AZING BEAD - 5/16" 6063 -T5 AL 64039B e"+idm� °°ao No 54 4044 B aAZINOBEAD-5 /16" W /C821I].KTT 6063 -T5 AL 644703 31ga 55 4222 A CLAZING1BFAD- 7/16" 6063 -T5 AL 6422E 56 985 C GLAZMBEAD -7/16" W /aULKIT 6063 -T5 AL 6985 '� 59 4069 C8AZINGBEAD- 13116" 6063 -TSAL 64067 1.9M 60 CLASS, 5/16" IAMI U8" A_090 Us" A) a I.F. FRAME JAMB 61 " 5/16" LA G (V8" A .090 U8" HS ® #4941,808379 F4 /16" LANH VB" HS, .090 PVB, IW /16" IANH 16" A .090 3116" A .710 —� 1 1 V LA LAMI hfl . ]!1V p " 6 A, a - H S .0 � 1 y 0 y •V1V �16" p7144, O 3316" 42 I.F SILL v 116" W-79 0 ADDUEM41,42e43 ,BPoTHClINOLOOVDI�VE PARMUST a NO OK4N" Tw w4wr trouauie, a m +� ism A AW SPACE DA 4ff8W 90 TM n. P.O. o" I ALLW HORIZONTAL. ROLLER WINDOW, T �, N010R " " + a o NTT 6 a 11 1 4127 -10 C (•+•1.813+•+ •� -�{ 1.187 f +--• '� V 82 I 1.443 ► 1 173: L4 1 73 O SASH STOP COVER , ,. 1.22 2• r__d O FLANGE FR HEAD O FLANGE�F SILL O FRAME #4137, GOW76 SILL APTER T-� -2 � 1.1e7 13 FLANGE FRAME JAMB o � 1 062 Z #40D1A.8083 -T8 a L o s d S T W e #4131, SOWTS �g HORIZ. ROLLER RACK 17 FIXED MEETING RAIL #40548,6063H)-T6 .082 2 1183 .082— � 7 2 1• • _._L L .341H4 878 1.081 I 1.088 4 - 1 �--r� o SASH TOP S BOTTOM RAIL g2 SASH MTG. RAIL 37 SASH SIDE RAIL O GLAZING BF 6/18° 21 114133.8083 -T8 #4008D, 8D83H9•T8 #4128.6=46 PaoDaCrRBVMD , 88&3 -T6 1/40388 as camplyim Wm dw Florwa nAung Coda pQ .L� 1 . 678 --� 883 1.088 T 1�.116T• ► �+ `x- 1.087 O GLAZING BEAD. 6118° O GLAZING BEAD 7/18" O GLAZING BEAD. 7/180 59 GLAZING BEAD, 1311V #40448. W62-T6 6063 -T6 #888C, 8083-TS AW. 8063-TG CUBED wr oatu I0T) (USm wr dEnu Ki ry F.K 405W C MOCHA W 7108 8HW �� 1070 TECM OLM DRIVE EXTR US/ON3 (� FJG ama�� a NO CwWr;a:' 7Hf8 ' . �' �Q78 � ALUM. HORZONTAL ROLLER W/NDOW, IMPACT Roma 4 Cmx. PE. RK 3N31ae A � 0 Ra ma QMWTHa88He6T P.Dawxae� V1aI6yBenw PEOWU N6KD�N9. PL 3W4 HR790 1'18n 7 a 11 4127 - FJG P 3/79108 ANCHOR QUANTITIES, XOX XIA A14 WINDOWS TAB L44 NOTES: GLASS TYPES A,B.C.O,KI GLASS TYPES O,E FAK I. 1. ANCHOR TYPES: Apps TYP8 2,3, WOOD 2, CONC 1, 00110 2,3, WOOD 2, CONC 1, CONC 1 -1/4' ELCO TAPCONB 2.114° ELCO 884 CRETE -FLEX 3.812 STEEL SCREWS (G0) &SuasmTg a. GLASS TYPES: WINDOW 9= HEAD & SILL HEAD & SILL HEAD & BA.L I HEAD & BILL HEAD & SILL HEAD & 8A1 A. 8118° LAMI - (IV A,.f>00 IN A) V x B.1M18° LAMI - (IN AAD. IN NB) 03.123x38,378 1+C2+1+Cx +1 2 1+�C1+1+C2+1 2 1 +C2+i+C2+1 2 1+02+1 +C2+1 2 1+C;2+1+0x+1 2 1+02+1+(x+1 2 C.8118'LAMI -(U8° ,.�,118' D. 7118" LAMI - (3110 AA,.080, 3118° A A) ) 49000 1 +C2+1 +(,j" +1 3 1+C*+1+(2+1 3 1+C2+1+C2 +1 3 1 +C.'2+1+Cx+1 9 1+CA+1+C2+1 3 1 +C2+1+C2 +1 3 E. 7/18' LAMI- (3118' A .OIO, 3HS' HS) 00.E 1 +C2+1 +Cx+1 3 1+C,2+1+(2+1 3 1 +C2 +1 +C2+1 3 140 1+02+1 3 1 +C2+1 +C�' +1 3 1+C2 +1 +C`d' 0.13118' LAA MA 10 -118' O R 3 +1 3 F. 7116' LA - (3110" HS. R 3 118V H8) IV A) A A, !1118° OR 3!8' SPACE, 8/18° AMI L - (1/8' A,.�0,1/8 A) KOM 1+02+1 +C2+1 3 1 +C2+1 +C2+1 3 1+C2+1 +C2+1 3 1+C2+1+C2+1 3 1 +0x++1+Cx+f 3 1+C,2+1 +C2+1 3 H. 13/18' LAW 10- IV OR 3110' A. 5M0' OR W SPACE, Cd18' LVA - (118' A,.M, IN HS) 80.000 1 +C2+1+C2+1 3 1 +C2+1 +C2+1 3 1 +C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2 +1+12+1 3 1+02 +1 +Cx+1 3 1. 13110' LAN K3" -118° OR 3118• A, 5110' OR 318' SPACE, 0MV LAN - (108' HS 000, U8' 148) J. 13/10' LAMI IGt -118' OR 3110' A. 3M8' OR 114' SPACE, 7118' LAN - (3/10'A,.C90, 3MW A) 8&000 1 +C2+1+Wi 3 f+C2+1+Cl+1 3 1 +C2 +1+C2+1 3 1+02+1+C2+1 3 1+02+1+02 +1 3 1 +03+1+03+1 3 K. 13118' LAM 10 -1/0' OR 3118' A, 3/10' OR 19' SPACE, 7118" LAMA - (3118" A,090, 3118' H8) 8D.0W x 3@.378 1+C2+1+C2+1 2 1+C2+1+C1+i 2 1 +C2+1 +C2 +1 2 1+C2+1 +C2+1 2 1+02+1 +02+1 2 1+C 2+2+C2+1 2 L 13118' LAMA IG -1/8 OR 3Mr A, 3110' OR 114° SPACE, 7/10' LABS -(3118" HS,.080, 3110 HS) 48.000 1 +02 +1 +C2+1 3 1+C2+1+C3+1 3 1+C2+1+Ca+1 3 1 +02+1+C2+1 3 1+C2+1+ 2+1 3 1+02+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 80.W 1+C2 +1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+Ca+1 3 1+02+1+M+1 1+C2+2+C1+1 3 DIMEN SIONS, FOR WINDOW 8=6 NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 84.000 1 +C2+1 +02+1 3 1 +C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+t2+1 3 I+ 2+1+02+1 3 1 +02 +2+02+1 31 HEAD & BILL 10112' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 80= 1+02+1+C2+1 3 1+C2+1+C2+1 3 1 +(2+1 +0x+1 3 1+C2+1+(x+i 3 3 1 +C3+2+C3 1 3 26 3/4' MA FROM CORNERS. JAMB& 8' MAX FROM CORNERS AND 221W MAX. O.C. MOM 1+(x+1 +02+1 3 1 +C2+1+C2 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +C1+1+Ml 3 1 +p +2+C3+1 3 TABLE KEY. 74J =x3&378 /K2+2+C.2+1 2 1 +C2+1+(2 +1 2 1+02+2+(2+1 2 1+C2+2+C2+1 2 1+C2 +2+C2+1 2 1+C2+2+C2+1 2 O 4&= 1 +02+2+02 +1 3 1 +C2+1+C2+1 3 1+02+2+C2+1 3 1+Cx+2+O2+1 3 1 +02+2+02+1 3 1+02+2+02+1 3 1+C3+4+q +1 3 ANCHOR QUANTITY PER JAMIE 0Q828 1+C2+2+C2+1 3 1 +C2+1+C2+1 3 1+q+2+C2+1 3 1+t2+2+C2+1 3 1 +02+2+02+1 9 1+C1+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 84.tm0 1+02+2+02+1 9 f+C2+1+t2+1 3 1+02+2+02+1 3 1+0112+02+1 3 1 +02+2 +02+1 3 1+C$+2+t.3+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 80.000 1+C2+2+C1+1 3 1 +C2+1+C1+1 3 1 +C2 +2 +02 +1 3 1 +t2+2+C2+1 3 1 +0+2+(2+1 3 1 +C3+292+1 3 ANCHOR AT EACH OPERABLE VENT 6&OM 1 +02+2+02+1 3 1+C2+1+C2+f 3 1+C3+2+C +1 3 1+C3+2 +C3+1 3 1+C2 +2+(2 +1 3 1 +C 3+2+C3+1 9 PLUS (4) ANCHORS AT FDCED SECTION. 84.000X 38,378 1 +02+2+02+1 2 1+C2+2+(2+1 2 1 +(2+2+C2+1 2 1 +(x+2+02+1 2 1+02 +2+01+1 2 1 +02+3+02+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL 4000 1 +C2+2+0x+1 3 1 +02+2+02 +1 3 I+C2+2 +C2 +1 3 1+01+2 +C2+1 311+02+2+C2+1 3 1+C3+3+C2+1 3 (3' MIN. O.C. ANCHOR SPACING) 00.826 1+02+2+02 +1 3 1+02+2+01+1 3 1 +C2+2+C2 +1 3 1+02 +2+C2+1 3 1 1 +02 +2+02+1 3 1+C,3+3+C +1 3 84.= 1+C2 +2+02 +1 3 1 +C2+2+02+1 3 1+C1+2+Cx+1 3 1 +2002+02+1 3 1 +C.2+2 +C1 +f 3 3 3/4e ' SD.Ca 1 +02+2+02+1 3 1 +02+2+{2+1 3 1 +C3+2+C3+1 3 1 +C3+2+03+1 3 1+02+2+0:1+•1 3 1+04+3+04+1 i �'-3• 83.CM 1+02+2+01 +1 3 1+02+2+C2+1 3 1 +03+2+Cx+1 3 1+t3+2+C3 +1 3 1 +C2 +2+C2+1 3 1 +C 4+3+C4+1 3 8. ' X O 1C8.376x U.378 1+02+2+02+1 2 1+C2+2+C2+1 2 f +C2+3+t2+1 2 1 +C2+3+C2+1 2 1 +C2+3+02+1 2 1 +02+4+C2+1 2 t p�txnlcr+:FVtsHD 411,000 1 +02+3+02+1 3 1 +C2+2+C2+1 3 1 +C +3+C3+1 3 1 +C3+3+CS+1 3 1 +02 +3+(2+1 3 1 +C S+4 +CS+1 3 MTG. RAIL, TYP. 8D.M 1 +C2+3+C2+1 3 1 +02+2►C2+1 3 1 +02 +3+03+1 3 1 +C2+3+C3+1 3 1 +C2+3+C B+1 3 1 +02+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS a Sao Na oq KWD 1+02+3 +C3+1 3 1+C2+2+02+1 3 1 +C3+3+C3+1 3 1+0:3+3+03+1 3 1 +C3+3+C3+1 3 1+C4+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) so,CDD f+C3+3+C3+1 3 1+C4+3+04+1 3 1 +04+3+0{+1 4 1+C3+3+C3+1 3 1 +04+4+C4+1 3 83.000 1+C3+3+C3+1 3 1 +C2 +2+C 2+1 3 1 +C4+3+.CA+1 311+C4+3+04+1 4 1 +04+3+04+1 3 1 *CB+4+02+f 3 3 4p 111.=x 36.378 1+C1+3 +C2 +1 2 1 +C2+2+C2+9 2 1 +C2+3+t2+1 2 1 +C2+3+C1 +1 3 1+C2 +3+�r1 2 1 +02+4+02 +1 2 j 1 MIN, ' . r " �' N. 4800D 1+C2+3+02+1 3 1 +C2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1 +02+3+C2+1 3 1 +C3+4+C3+1 3 8„RIF BD.826 1 +C2 +3+(2+1 3 1+0;2+2+12+1 3 1 1+C3+3+C3+1 3 1 +Cg+3+03+1 9 1 +C3+3+C3+1 3 1 +C3+4+Cx+1 3 3 84.WD 1+C +3 +C3+1 3 1 +C2+2+g2+1 3 I 1 +C2+3+02 +1 3 1+C3+3+C2+1 3 I 1 +02+3+02+1 3 1 +C4+*W*1 9 80AD0 1+03+3+03+1 3 1+C2+2+C2+1 3 1 +04+3+C4+1 3 1 +04+3+04+1 4 1+0L4+3+p*1 3 1+C444+C4+1 3 MTG. RAIL, TYP. 83.0 1+03+3+C3 +1 3 1+"x+2+02+1 S 1 +OM3+C4+1 3 1 +GM3+C4+1 4 1+Ok3+C4+1 3 1 +02+4+08+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS FJG 40&3 10 4PDA78TAoLF4, ao wr vaU£BCWF70ANCHORCAP. AAL 1olaTecnNOLOer�rve ANCHORAQESPACENG XOX 1/4.1!2 -?14 /O O? F.lC 1 17/08 B RBVIBFAMW40RAQBFC7RbfAT FIFAD88lLl t#U3T6R8 NOKa21%FLUM FIC 8/11 a ADO AW D rs ftAW 7YFB8 o G P.o. eqx,� ALUM HORIZONTAL ROLLER WINDOW IMPACT ROW L, Ck, v. 11. NdKC+ 1 FL 34174 Vis" Better ar c s 11 .�� 4417 -10 (' F.K J.J. NRrsa NT5 8 AINI twaNtiT(ES 0X 11:!-113.1 WSIMW TABLES NOTES: GLASS TYPES A,B,G,H sum lypgs C ,E,F,1,J L ANC�ORTppB 2.3, D 1, 2,3, WOOD 2, „ON 1, CONC 1. ANCHOR TYPES: & 8(B�TAATE MMS 20N S 2d 8 1-1/4" ELC O TAPOONS 2-114" ELCO SS4 CRETE•FLEX 3 -#12 STEEL SCREW$ (G6) M TYPES: W1CcY118178 HEAD & SU WAD & SILL HEAD & flu HEAD & GILL HEAD & GALL HEAD & SU 2. B 8118' � - (1/6` A, IN A Y 40.000x 38.378 1 +C2 +1 +C2 +1 2 1+C2+1+C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C5+1 2 1+02+1+C2+1 2 1 +C3 +1 +t2 +1 2 C. 8118 LAMI - (118" HS,.09% Iff HS) 48.000 1+C2+1 +C3+1 3 1+C2 +1+C2+1 31+C2+1 +C2 +1 31+C2+1+C2 +1 3 1 +C2+1+C.1 +1 3 1+C2 +1+C2+1 3 0.7N8°LAMI- (3M8'A,.M,3M8`A) E. 7110" LAMI - (3116' &.09% 3MIr HS) 80.328 1+(3 +1 +03+1 3 1 +C5+1+C2+1 3 1 +C5+1 +C2 +1 3 1+C2+1+C2+1 3 1+CR+1 +C1 +1 3 1+C2+1+C2+1 3 F. WIG' LAMI • (3116' 1`18,.090, 3118' HS) 34.WD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+0+1+C2+1 3 1+C2+1+C2+1 3 1+03+1 +C2+1 3 1+C2 +1+CZ+1 3 0.13118' LAM{ 10 -18 3/18° A, SMB' OR 316' SPACE, SMS' LAN - (118' AAK IW A) 60.0OD 1 +C2+1 +C2+1 3 1+02+1 +C2 +1 3 1+(3+1 +C2+1 3 1+C2+1+M +1 3 1+C2+. I +C2 +1 3 1 +C5+1+C2+1 3 N.13HS' LAN 10 -118' OR 311W A, 8118' OR 316' SPACE, 8116' LAMI- (116 =, U8 G& WO 1+{3 +1 +C2 +7 3 1 +03+1+(42+1 3 1+t3*1+(42+1 3 1+02+1 +C,2 +1 3 1 +02+1 +02+1 3 1 +q+1+Cq+1 3 L 13116' LAMI 10 -118° OR 3118° A, 6118 OR 318' SPACE, 8116' LAW - (U8' HS,M% U$° H8) J. 13118 - LAMI IG - 118 3/16' A. 3MG OR 114 SPACE, 7116° LAW- (3118 - A„090, 3118° A) U=x 33.378 1+02+1 +C3+1 2 1 +C8+1+C2+1 2 1+C2+1+C3+1 2 t+C2+1+C2 +1 2 1 +C2+1MM+1 2 1+12 +1+10+1 Z K.13M8' LAMI 10.1/8' OR 3MIr A, 3MIr OR 1/4° SPACE, 711(' LAMI - (3118 A,.080, 3M4V HS) 411000 1+02+1+02+1 3 1+05+1 +C3+1 3 1 +C3+1 +C2+1 3 1+03+1+C2 +1 3 1+02 +1 +C 241 3 1+C2+1 +C1+1 31 L 13/18 - LAMI 10 -1/8' OR 3/18' A, 3116' OR 1/4' SPACE, 7118' LAM - (3118° WOOD, 3116 80828 1+C2 +1+C2+1 3 1+C2+1+M+1 3 1+C2+1 +C2+1 3 1+C1+1+C2 +1 3 1+C2+1+C2+1 30420+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 84.11 1 +C5 +1+C1 +1 3 1 +C2+1+C8+1 3 1+02+1 +C5+1 3 1 +C2 +1 +C3+1 3 1 +C2 +1 +C2+1 311+02+1+52+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, 00 TO NEXT LARGER WINDOW IN TABLE. 61000 1 +C2+1 +C2 +1 3 1+C2+1+C2 +1 3 1+C2+1 +C2+1 311+02+1+C2+1 3 1+CZ +1+= +1 3 1+G3+1+03+1 3 83000 1+02 +1+02 +1 1+02 +1+02 +1 3 1 +C2 +1+05+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1 +C2 +9 +C2 +1 3 1+G3+1+03+t S HEAD & SI.L: 101/2 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.=x 38.378 1+02+1+C2+1 2 1+C 2+1+CZ+1 2 1+C2+1+02+1 2 i+C2+1+C2 +1 2 1+C 2+t+CZ+1 2 1+0+1+52+1 2 JAMBS, 8 MAX MAX' FROM CORNERS 9 MA FROM CORNERS AND 22112° MAX O.C. 48.000 1+C2 +1+02 +1 3 1+G2+1 +C2+1 3 1+CL+1 +C2+1 3 1+C2 +1+C2+1 3 1 +C2+1 +C2+1 3 1+02 +1+02+1 3 TAKE KEY: 80.628 1+02+1+52+1 3 1 +C2 +1 +C2+1 31142042+1 3 1 +C2+1+C2+1 3 1 +C2+1 +C2+1 3 1+02 +1 +C2+1 3 X 54.000 1+C2+1+C2+1 3 1 +C2+1+52+1 3 1 +C2+1 +C2 +1 3 1+G2+1 +02+1 3 1 +C 2+1+12+1 3 1+C3+1 +p+1 31 ll+C3+1+03+11 3 ANCHOR QUANTITY PER JAMB 60.01 1+01+1 +C2+t 3 1+tG +1+C2+1 311+C2+1+02+1 3 1+02+1+12+1 3 1 +C2+1 +C 2+i 3 1 +C3+1+C3+1 3 WAD AND SILL ANCh1OR I 63.E 1+02+1 +02+1 3 1 +01+1+(3+1 3 1+C2+1+C2+1 3 1+C3+1 +C3+1 3 1 +02+1+CD+1 9 1+C3+1+13+1 9 A CLUSTER OF (3) ANCI�OR9 CENTERED GILMOx 3&378 1+C,'2+1+C2+1 2 1+CZ+1+C1+1 2 1+(G +1+C2 +1 2 1+C 2+1 +02+1 2 1+C2+1 +C2 +1 2 1 1+02+1 +C 2+1 2 CNI EACH MEETING RAIL PLUS (1) 46.000 1 +C2+1+C2+1 3 1+0+1+C2+1 1+03+1 +C2+1 3 1+C2+1+52 +1 3 1 +52+I+C2+1 3 1+C2 +1+02+1 3 ANCHOR AT EACH OPERABLE VENT 80.828 1 +C2+1+C2+1 3 1+C1+1+C2+1 3 1 +(3+1+(3+1 3 1 +C2r1+C2+1 3 1+C;2 +1 +C2+1 3 1 +C3+1+C3+1 3 PLUS (1) ANCHORS AT FD(EO SECTION. 84.0m 1+02#1+C2+113 1 +C2+1+C2+1 3 1 +C2+1 +C3 +1 3 1+C 2+1+C1+1 3 1+C2+1+C2 +1 3 1+53+1+C3+1 3 (9) ANCHOR TOTAL AT HEAD AND SELL In= 1 +C2 +1 +C2+1 3 I 1+C2+1 +05+1 3 I+C2+1+C2+1 3 1+03+1+C3+1 3 1.+(3 +1 +C3+1 3 1 +C3+1+C3+1 3 (3 MIN, O.C. ANCHOR SPACING) 61= 1+(3 +1+C2+1 3 I 1+C2+1+C1 +1 3 1 +C3+1+C3+1 3 1+C3+1+C3+1 3 1 +CD+1 +CQ+1 3 1+C3+1+C3+1 3 74.0Wx 38.378 1+02+1 +C2 +1 2 1 +CZ+1+C2+1 2 1+C2 +1 +CZ+1 2 1+C5+1 +C2+1 2 1+C3 +1 +C2+1 2 1 +52+1 +C2+1 2 28 314` MAX, 41LIO 1 +C,Z+1+t� +i 3 1 +C2 +1 +C,'2 +1 3 1 +C2+1+C2+1 3 1+(42+1 +C1 +1 3 1 +M +1 +CK++1 3 1+C3 +1 +C S+1 3 1 —a.� I.3- MR 80.826 1 +01+1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C2+1+C2+1 3 1+C2 +1 +C3+1 3 1+C3+1 +C2 +1 311+C3+1 +1 3 , 34A0 1+02 +1+02+1 3 1+C2+1+C2+1 3 1 +C2+1 +C2+1 3 1+C2+1+C2 +1 3 1+(D+1+C2 +1 3 1+C3+1 +C5+1 3 C o X O 80.000 1+i3 +1 +C5 +1 3 1+C.2 +1 +C2+1 3 1 +C3+1 +C3+1 3 1 +C3+1+C$+1 3 1+M +i +C5+1 3 1 +C3+1+(*+1 3 S&WO 1 +0Z +1 +C,•2+1 3 1 +03+1 +C5+1 3 1+(3+1 +C3+1 3 1 +C3+1+C9 +1 3 1+C2+1 +C2+1 3 1+p+1+C3+1 3 s 1 nawflb MTG. RAIL, TYP. a s C=1 I)+n3 wxL d NOW 84.C�x 36.376 1+C2 +1+02+1 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2 +1 2 1+C2+1 +C2 +1 3 1 +C3 +1 +C3+1 2 1 +C2 +t +C2+1 2 Buiw ag codo wc No .� 4 &tom 1 +C2 +1 +C4Z+1 3 1+C2+1+02+1 3 1 +02 +1 +C2+1 3 1 +52 +1+C2+1 3 1+02+1+C2+1 3 1 +p EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Aaet +1+C3+1 3 (SHOWN IN TABLE KEY /450�/E 60.628 1+C2+1 +C2 +1 31+C2+1 +C2+1 31+C5+1+C2 +1 31+M+1+02+1 3 1+x q13+. +1 +C2+1 31 ++1 +1 3 t SCOW 1+02 +1 +C3 +1 3 1 +C2+1+C2 +1 3 1+C3+1+CS+1 3 1 +C3+1 +C3+1 3 1 1 +C2+1 +C2 +1 3 1 1 +(0+.1+03 +1 3 GOAOD 1 +C2 +1+C2+1 3 1 +C2 +1+C2+1 3 1 +C5+1 +C3+1 3 1 +C3+1+CS+1 4 1 +C5+1 +C3+1 3 1 +C3+1 +C5+1 3 26 3W MAX. S&ODD 1 +C3+1+CS+1 3 1+C1+1 +C1+1 3 1 +C3+1 +C3+1 3 1+C3+1+C5+1 4 1+C3 +1 +C3 +1 3 1 +C4+1+C4+1 4 1w Typ' I —W MIN. 8&437x 33.378 1 +C2 +1 +C2+1 2 1+C;2+1 +CZ+1 2 1+C2 +1+03+1 2 1 +C5+1 +C2 +1 3 1 +C2+1 +C5+1 2 1+C2 +1 +C3+1 2 43.00D 1+C2 +1+02+1 3 1+C2+1+C2 +1 3 1 +C 2+1 +CD+1 3 1+12 +1 +C2 +1 3 1+C2+1+C 2 +1 3 1+C3+1 +C3+1 3 r RFF. X 0 SD.828 1+C2 +1 +C2+1 3 1 +C2+1+C2+1 3 1+C2+1 +C2+1 3 1+C2+1+C1 +1 3 1+0;2+1 +C2+1 3 1 +C5+1 +05+1 3 II 84.0(q 1 +C2+1 +01+9 3 1 +(5+1+ +1 3 1+C3+1+C3+1 3 1+C3 +1 +C3+1 3 1+CS+1+C2+1 3 1 +C3 +1+ 3 � �, 1 +C2 +1 +05+1 3 1 +03+1+02+1 3 1 + q C3+1++1 3 i+p +1 +03+1 4 1 +C3 +1+�C3+1 3 1+04 +1+04+1 4 �' RAIL, TYP. S3.CW i +C3+1+C3+1 3 1+C 2+1+C2+1 3 1+03 +1+15+1 3 1 1+03+1 +C3+1 4 1+C;3+1 +C3 +1 13 1 I+C4+1+C4+114 EXAMPLE CLUSTER W/ QTY. OF d ANCHORS r=JG g113C7 «�arera9Lee, crvacuesaueroA ca+.nnr ,o�olecwaoworoRnre A NCHORA(3ESPACtNO.XOX 113- ?/3 -1/3 /I/- FIG' tatrme a AnxIORa1se r H SO L ctusreRB rcama a 3a�o U'� ALUM HORIZONTAL ROLLER WINAOW IMPACT 1 L sxek P 8 FIG as" ADF SPACE DfM8N9 /0N9tiLA89TYPB$G7PfR(!L NOK�OMII94 3W4 "A(bb amore 1 -71-1. aCr et F Z dJ. NT8 9 m t 1 4127 -10 (; BUuchm i R NO'T'ES: • CLASS TYPES A,4,C3,H GLASS TYPES C.C. FAJ K L 1. ANCHORTYPES: AKOHOR T7P6 2,3. WOOD 2, (X71+143 1, CO NO 0, UIIOOD $ 1. 1 - 114" ELCO TAPOONS 2 -114'ELCO SS4 CREtE44" 3.512 STEEL BCtiEWS (1 8 BIIi� m ZONES 9 I ZONES S Q 2. GLASS TYPES: LAW: 1f A 0K IWA) WMIDOtlit 5173: , °� 8.3118 !4111 • �9l8" A = 9!S° H$) s C. SHIP LAW - (IM HS,.M Iff HS) T7.000 - x38.376 1 +C2 +1 2 I+P2+4 2 1 +C2+1 2 1 +C2 +1 2 1+432 +t 2 1 +C2+1 2 D. 7118' LANG - (3H8• A,.W, 3118' A) E 7118" LAW - (3Mr X.090, 3118 HS) 48,000 1+ +1 3 1 +4311 9 1+ . +1 1 +1 3 9 +432 +1 3 1+02+1 3 F. TMW LAAM - (3M8' HS,.090, 3118" HS) 8Q825 1 +C$ +1 3 1+C2+ 3 1+M +1 3 1 +t2+1 3 1 +C2 +1 3 1+C2 +1 3 0.13MG' LAM 10 - V8" OR W18" A. Stir OR 318° SPACE, NIV LAN - (118" 4,.090.18" A) H. 13/18• LAMI IG -118" OR 3118' A. 3118 OR 3G' SPAM &W LAN - (V8' A,= U8' HS) 64.000 1 +C2 +i 3 1 +C2+1 3 1+ 1 3 1 +C 2+1 3 1. +1 3 1+C2 +1 3 I. 13MW LAMI IG -18' OR 3118' A SMW OR 3W SPACE, 3118 LAMP - (18' HS,.OW. IW FS) 60.000 1 +432+1 3 1 +C2 +1 3 1+433 +1 3 -i -+-1 3 1 +C2 +1 3 1+p +1 3 J. 13M8 LAMI 10 -118" OR 3118' A. 3M8 OR 114" SPACE, 711W LAN- (318 A,.M. 3118" A) 83,000 1 +432+1 3 1+t +1 3 i +433+1 3 1 +1 3 1+432+1 3 1+433 +1 3 K-13M8" LAN 10 -1>8' OR 3118" A. 3118° OR IW SPACE, 7118" LAN - (3118• AAK 3M(r HS) L 13118" LAMI 10 -113" OR 311A, 8 3M8 OR 114' SPAN 7118" LAMI - (3118 HS OW, 3113' HS) 48.000 x 38.376 1 +CZ+1 2 1+C2+1 2 75;1 2 +C? +1 2 1 tM+1' 2 1+432 +1 2 1 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLt.CWWG 48.000 1+ 1 3 1+42 +1 3 1 +C2+1 3 1+C 2+1 3 ltC 2 +1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 30.823 1+U+ T I 3 1 +432 +1 3 1 +q +1 3 1 1 3 1+G2+1 3 1+433+1 3 HEAD 8 SILL: 10 IM MAX ON EACH SIDE OF MEMO RAIL CENTERLINE. 54.000 1 +C2+1 3 1+C2+1 3 1 1+C3 +9 3 1 +(5+1 3 1 +C2 +1 3 1 +p +1 3 18 SW MAX PROM CORNERS. 60.000 1 +C3+1 3 1 +(2+1 3 1 1 +p+1 3 1+ 1 3 1 I+C2 +1 3 1 1+433+1 3 JAMBS: W MAX. FROM CORNERS AND 22 Ire MAX O.C. 63 -WO 1+C3+1 3 1 +C2+1 3 1+C3+1 3 1+ 1 3 1 +C2+1 3 1+03+1 3 TABLE KEY: 83.125 x 38.376 1+C2,*1 2 1+(2 +1 2 1 +(3+1 2 TZ C +1 2 1+C2+1. 2 '8+(2 +1 2 2+03,.2 3 AIVCt►OR QUANTITY PER JAMB 48.000 1+C2 +1 3 1+G2 +1 3 1 +Ca+1 3 1 +4312+1 3 1 +432 +1 3 1+C3+1 3 50.528 1+C 2 +1 3 1 +C2 +1 3 1 +(S+1 3 1+a+1 3 1 +C2 +1 3 1+433+1 3 SILT ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS 54,0W 1 +q+1 3 1 +C:2+1 3 1 +C3+1 3 1+ 1 3 1 +C2 +1 3 1+0+1 3 CENTERED ON THE MEETWO RAIL 60.0W 1+C3+1 4 1 +C2 +1 3 1 +C3 +1 3 1+C3 +1 4 1 +C2 +1 3 1 +C3+1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1 +63+ 4 I+C3+1 3 1 +04 +1 3 I +C$+1 4 1 +C3 +1 3 1+04 +1 3 VENT AND FIXED SECTION. (7) 8().000x'38.375 1+C2 +1 3 1+432+1 2 +2 2 1+C2+1 3 1+432 +1 2 a+Ct +a 2 ANCHORS TOTAL AT HEAD AND SILL 48.000 1+C2 +1 3 1+C2 +1 3 2+W2 3 1 +432 +1 3 1 +C2 +1 3 2+:3+2 3 (V MW. O.C. ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+433+1 3 1+62 +1 3 2+C 3+2 3 8 314' MAX 54.000 1 +C a+1 4 1 +432+1 3 2+433+2 3 1+433 +1 4 1 +C2 +1 3 2+0,'3+2 3 j .-. J- -3" NUN. 60.000 1+433+1 4 1 +p+ 3 2 +C4t2 4 1 +t:J+1 4 1 +C3+1 3 2+04+2 4 0 - 1 - r 83.000 1 +433+1 4 1+C3 +1 3 2 +04 +2 4 1+03+1 4 1 +C3+1 3 2+C4+2 4 60.000 x 38.378 2 +C2+2 3 1+00 2 2 +C2 +2 3 2 +C2 +2 3 1+C2 +1 2 2 +C2 +2 3 T- PR0MXTFSVWW 48.000 2+432 +2 F 1+432 +1 3 2+03+2 3 2 +C2 +2 4 1+C2 +1 3 2+C3+2 3 MTG. RAIL udl , .4 uumu a s Bdin�Cod* 50.625 2+63+2 4 1 +C2 +1 3 2+C3 +2 3 2+C3+2 4 1+(2 +1 3 2+03+2 3 EXAMPLE CLUSTER W! QTY. OF (3) ANCHORS No - �• 1 64.000 2+C3+2 4 1+C 2 +1 3 2+C3 +2 4 2 +C3+2 4 1 +62 +1 3 2 +C3 +2 4 (SHOWN IN TABLE KEY ABOVE) oa Dm /f 60.000 2+C3+2 4 1 +433+1 3 2 +C4+2 4 2+C3+2 4 1 +C3+1 3 2+C4 +2 4 8 63.E 1+433+1 4 1 +C3+1 3 +C4 +2 4 2+03+2 ' 4 1 +C3 +1 3 2+04 +2 4 8 314" MAX. 74.000 x 38.378 2 +C2+2 3 2+C2 +2 2 2+C2 +2 3 2+432 +2 3 2+C2 +2 '2 2+C2 +2 3 19J2° SYP' 1+-3 °MIN. 48.0W 2 +C$+2 4 2+(2 +2 3 2 +C3 +2 4 2+q +2 4 2 +C2 +2 3 2+03+2 4 8 E 60.625 2+63+2 4 2+C2 +2 3 2+C3+2 4 2 +63+2 4 2 +C2 +2 3 2+C3+2 4 � 3 0 84.0 2+433+2 4 2 +C:3+2 3 2+04 +2 4 2+433 +2 - 4 2 +C�+2 3 2+C4 +2 4 80.000 i;&;2 �� 4 1 04+2 4 2 2 6 2 +433+2 3 2*G4 +2 4 CL ) 83.580 .!;W2 .4 t 1 2+04+2 4 2 . 5 2 +C3t2 4 2 +q4 +2 8 T� CL USTER W! CITY. OF (4 ANCHORS F 4Yt8/07 c CUMrADLEOrOAdSMECFvALusawroAmwogor. amo>xa oorawe ANCHORAGESPA F fOHi 1! 14 B6R8SAA�FAp13AGEFO�T,HM4SU NOx fI9,FlS1Z78 FX slue A BPACEOt fEN6f NBTORLA881YMGT*WL vc sgxtme ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �LCW%RE ee �,.b .,: r 0 u AWL 2/1 m J.J. tam rr s ��+ v NTS 10 s 11 4127 -10 C ! A 13114• MM, M TYP. � 1N000 BUCK, g. DE NOTES; MIN. 34 KSI � �� 1 �� 3 1. FOR CONCRETE APPLICATIONS IN NAMWMDE COUNTY, USE ONLY MIA100 MINTY APPROVED 114` ELCO 1 13!8 TAPGONS EMSEDED I &V UK OR 111M1 SS4 CRETE- FLEXEMSEDED 1 314• MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 134 FLATHEAD ANCHORS MUST BE #12 TRIMI•"IT HEAD. *. .• :: NOTE 1& f 1x WOCO 2 FOR WOOD APPLICATIONS IN -DARE COUNTY, USE#12 STEEL SCREW$ (G5) OR 1• S94 CRFWLEX WITH WO C S � - - ® #12 TRIMPIT HEAD. 3 WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE TOTAL TLIICKNESS is LESS 1 14' THAN 11W. 1x WOOD BUCKS ARE OPTIONAL. IF UNIT CAN BE INSTAL ETE. LED DIRECTLY TO SOLO) CONCR MAX MAX. WOOD BUM DEPICTED AS 2x ARE 111Y THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD CONCRETE SHIM W SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED 13Y AUTHORITY HAVING JURISDICTION. ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMNA THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8U83-TS AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DE TAIL B OF 14' THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD 13UCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEEP' METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPO# 2 MAYBE USED. A 8 MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM 1 1 3Ar 114• MAX. SHIM 11/4'M DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. MIN. (1.8 KSI CMU) •. OR PER NOTE 1 � ' • (3.4 KSI CONCRETE) WOOD CONCRETE AN NO TE N OTE ,. •� <7 �C� — • °• 001K EA MAD & SILL DETAILS A. S, C, D, G & H) TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 —T SEE NAI IK3 DETAIL E D ETAIL F (?OMB DETAI S R F& I) TYPICAL FLANGE FRAME JAMS SECTIONS EXTERIOR 19.9 `5 ff I CONCRETE ® WOOD ANCHOR, DETAIL H (HEAD NO NOTE 2 NAfUIdG .131 DIAL MIN. x 21/7' NA AT CORNERS AND W O.C. 114 14' TYPICAL DETAILS G, H & 1. MAX. MAX. Ac = i. o �daO .OQ SHIM SHIM J Fi ireuo»Da� �� __ { 8EE .��•' � .: , ti .'NOTE1® . �'' —� _� . �13180MIN.® NAlLLPX•O _ ----- �. MIN 3.4 E.D. TYP ® ,'. y -. •; = SEE NAILING CONCRETE 2x WOOD —'- DETAIL C I3lIOK, DETAIL D ® NOTE 3 STAN. d (SILL) 6 OETAit. I (JAMB) TYPICAL FLANGE FRAME SILL SECTIONS Q TYPN:AL INTEGRAL FIN FRAME SEog% �j� F r it altBroT c ANC HORAGE DETAILS � FA 9AM7Af8 8 RffV 061 T85lf9 NQkOA®&PL3Cd76 mu ♦` wmw F Sn3mB a nnD to P.o.espc ? ALUM HORLZO1VTi4L ROLLER W/NDOW IMPACT �eeaLCmxae. ,tn �xr4 vv4y ate, ?? a 9? "^ veu F,k y�g/pg ,1„11 JeR7m Half 4927 -10 1 C s P �CA W� � 4P p1 1 d✓p /t C' if cr. Gv *C-(4 / S� WMANNUM MMMMARUDA NUM0431ADERAMMBURZIM cc:O8ZCOAU%JA O (B= 14®wL4TFIAMMURM,30rrEMN PROUUMCONMOLMMON MAK FUNDA 3313008 M 37S -2901 PAXM M2909 NOTICE OF ACCEPTANCE (NOA} PGrT I We Tedmaka Drive Nobonds, n 3ws sMM lUsNoAisbftk%ueduoft*eaffftd*mlm=dreplabmgovcmmgdwmeofcoosftWmmuedWL ThedocameaMousubmUMd babeeawwwadby Mini Dade Coady Product Con,mrai Dg"im and mqftd by dm Board of Rants and Appeals (BORA) to be wed in Miaml Dade County and other arem whee alloyed by dm Authohrty Having J (AM. This NOA shalt not be valid after tine date stated below. This Mism i Dade Coady Product Comte Dim= am Mand Dam County) aad/ar d:e AM (m arm offier &= Mum Dade City) =saw tlm hit to hates do p mdacc or matmW tested for gmft as=== proposes. N this product or aastmial fps to perfa m m dm accepted due maaaifimduer wM incur time expense of such testing and the AID my i mmedWdy revoke, mna y, at suspend ft use of such pmduCt or mmterid within dmir jinn, BMA userves the to revoke this accWmiee„ Wit is detamined by Miami: Dade Ccamy Pcodact Control Mvisim the this product or mil fangs to mneet the inWhemenis of die applicable biding code. This pmt is moved as dnscrOnd berem, aid has been dedgaed to c om*y with die Florida Building Code, imol flee Sigh Vdlocity Rmicane ?on MOCRWBON: APPROVAL MCOMT: Thawing No. ant tided "I" Heavy Wall, amwiam Aiuminumt Tube Clued A+lu>lioi , sbeets 1 d argh 7 of 7, dated 04MM with Ian revision on 05BOM papaed by POT Industdo , Aped and sued by Robot L Cla k PE., beating the NbWA)aft County p'roduCtCoMd Rawwal Stamp with dw Nodae of Aeoegtance number and aRmidon date by the Miauni Dade Coady Pmt Coutrol Division. MISSIT.E IMPACT RATNwG: Lwp and Stanfl 2ND hwd LABELING: Each auk "bear a pmt label with the mannikicturmIs name or logo, dty, state and Mowing °Adiami -Dade County Product Coma+ol App met", unless otlerwise noted baebL RMUWAL of this NOA"be oared alley a reaewA qvucadoribas been filed and than hm bean no e in tam Wheableb coft lively affecting diems of this prroduct. TRUM MMODN of this NOA wilt oowr after the expdon date orif &mhasbeenawywianardistivindie Mala um andtrnmmifachae of the p v duct or pmems. Minnse of this NOA as ariendonement of any product, for sales, adverdft or any other pcaptmes shall antomadcAy lute this NOA. More to cry with any sec don of of this NOA dmil be cam for Naminadon and remount of NOA. ADVFAt : The NOA number pecuded by tie words Miana -Dade Cry, Pimida, and fatlowod by dweqftfion date maybe d aphyed inadvardaingiftamm Tf any+ portions of tine NOA is As#hyed, dm it shall be done in its entirety. kGPECTION: A cxspry► of dds wire NOA shhall be provided to due user by t manitacturcror ids atd shalt be avadahb for hopecdm at dm job site at dm requ m of die Bm'Iding Official. ThbNOArnimaindire NOA # 044=0 and comists of this pop I and eMencepaps B-I and &2, as well as appwvd document mendoned above. The sAm Met documentation, was reviewed by Jaime D. Gaaoaa, P.E. NOANod6- Df2eS:BT Aft 3r Daft Jam 2ft, 3611 �; Apie wd DMw Judy 2Q',=6 Pagel r � PGT ImedOStrl� NOTICE OF AC�EPTAI�� EVIDENCE SUBMITTED A. DRAWINGS L Mun&ctu &s die drawings and sections. I Drawing No 6221, titled "1" Heavy Wall, Elevations Al uminum Tube Clipped Mullion", Sheets 1 through 7 of 7, dated 042M, with last revision on 05130(06, prepared by PGT Industries, signed and scaled by Robert L. Clark, P.E. B. TESTS L Test reports on 1) Uniform Load Static Air Presume Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC. TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configmr ation) 6(" x S4" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI.-2902, dated OUOSa01, signed and sealed by Antonio Acevedo, P.E. "Submitted sander NOA # 84-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed aluom, windows (00 csrnfigmation) W" x 76" mailed together with a Ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc" Test Report No. Fri. - 29003, dated OU05101, signed and sealed by Antonio Acevedo, P.E. "Submitted wulff NOA # 89`1152805" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-14 along with installation diagram of a pair of fixed alum windows with a transom. lite (0100 configuration) mulled together with a Ix 2 x W wall ve rfical mullion and a 2 x 6" x 114" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2975, dated 01/23101, signed and sealed by Antonio Acevedo, P.E. "Submitted wukr NOA # 04-0528.05" C. CALCULATIONS L Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Industries, dated. 05/30/06, signed and sealed by Robert L. Clark, P.E. jWwi D Grown, P.E. ChK Pna4ud Cantrd D1v1don NOA No O" MA? A? Esp9ra bn Date: Jmte A 2011 Approval Date: July 20,2M E -1 T .d =A .m NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE • Niami Dade Building Code Compliance Office MCCO). E. MATERIAL CERTMCAIMONS • None. F. STATEMENTS L States lever of conformance and no financial ingest, dated January 23, 2006, signed a d seated by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04-052M, issued to PGT Indus es for their 1" x Heavy Wall-Aluminum Tube Clipped. Mullion, approved on 07115/2005 and expiring on 06MID6. aa3me n Pte. CIK Prodmct Control Dhid m NOA No O64nW 07 Eq&adon Jm®e 28, 2411 Approval Daft JW 20, 2406 E -2 ANCHORS DETAIL 0 8". ANCHORS DETAIL 18 1, ANCHORS D ETAIL A "c" OR 'D AT BOTH ANCHORS DETAIL 0 8 1, C OR "D AT 1901H ENDS AND AT BOTTOMS EVDS AND AT BOTTOM ° C" OR b" BOTH ENDS ANCHORS DETAIL A N ANCHORS DETAIL "C" OR V BOTH ENDS } H Hl +H2 MULLlONB I tALI tON (11 "NE � ABOVE MUWONS FOR Q SW ALLOM011' 71' 1 DESIpV PREP S TABLES OIL e40-11 LA ON PALM S. 6 B 7 WA ENGTH TH OPEM - H OR HI +H2 % p MULL L ,l- W W - W 1 +W2 H - Hl +H2 W o it +W2 +W3 (2) MULLED H = H1 +H2 W e W1+W2 WID ABOVE ,MU LTIPLE WWD006 AIU O r � to '�'' � FOR 0ETERN MAX ALLOWABLE . lorvE AsoVE uAx a OWA - G DEWN r PRLSSIARE SEE TABLES FOR DEMWAM MAX AUOWARE D IGN FREMN SEE TA & ON PAQS 5. 6 do 7 DEIGN PRFSSM SEE TABLES ON PAGES 5. 6 & 7 ul) MAX OPEAW(G - H OR H1 +H2 ON PAGM S. 6 & 7 MAN OPENS - W OR W1 02 MULL LENGIN - W OR WI +02 M3) MAX OPENING - H OR H1+#12 MULL LENGTH - H 412) MAX OMM - W OR WI +W2 MULL LENGTH - W OR WI +W2 +W3 WU LENGTH - Ht M4) MAX OPINM - W1 +W2 OR W2 +W3 Mat LE'NfG7I'1 - HI I. THE 33 I/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE. QU4NTTTY AND LOCATION. REFER TO SHEETS 2. A s. 6 AND 7. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM Of 7 UNITS. J. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPUG477ONS. 4. REFERENCE - TEST REPORTS: FIL -2902. 2903 AND 2978. I s Q ELCO TEXTRON Nak 04- 0721.01. 03- 0223.08 F.K. OB G 1 mm Jim ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION PJ.a ADM -2000 ALUMNNUM DESIGN MANUAL r 3. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE MOM F THE FLORVA BUILDING CODE 2004 EMION FOR THE HIGH VELOCI Y I r" H EAVY WALL ELEVATIONS 6. WOW Y OM ft MUST BE ANCHORED PROPERLY TO TRANSFER LOAD$ s f° f0 ' °0Y AI.UMfNUM TUBE CLIPPED MULLION A TO THE STRUCTURE � oZ na a°x �aav � � R MULLS I NTSI r at 7 6221 =D PGT 1x MUUJ a' OR 4— FN SMS #12 IN SACS . }. STAGGERED ON • . OR 4' STAGGERED ON OPPOSITE SIDES 7 TO O POT 1x MULUO OPPOSITE SIDES MULLION CUP. Our (SO AS NOT FLANGES OFF CUP A INTERFERE WITH (SO AS N TO FORM a YW00D BUCK INTERFERE WITH 'U" CHANNEL AND `� — EACH OTHER) REMOVED TO W000 ' EACH OTHER) INSTALL AS SHOWN 2j(rYP) O ® SEE NOTE 3 C0 B UCK — — SEE NOTE 3 fit L ` "limp, POT lx SEE NOTES t & MULLIO t 2 SCREW. SEE NOTE 3 . ,.,.4 I, • . • , •'' j•Y FOR r" MULL +'• N0 o.. "�`' HOv :..d.ys ,., !";y' I .LYPJOi.4I "ION TO MULL IISTA L WN. DETAIL 'A" ' SZNUCZLlRE R* OR 4• 112 FN SMS STAGGERED BL S REANOL D F Oil CONC.. D ETAIL Ad Ix MULLIOAEMBE ON O 0 a" ;• 112 FH SUS STAGGERED ON SEE NOTES 2 �WH EACH OTTER) OPPOSITE SIDES (SO AS NOT SEE NOTE 3 TO INTERFERE WITH EACH OTHER) W� 0 ® SEE NOTES 2 & 3 SEE NOTE 3 BUCK ANCH0 0 MASO NRY ANCHOR, SEE NOTE'S 1 & 3 SEE ..:; •�. .�•: • �1 !� . , .., a`l.. j's.. , •. .M •,.'4 JGG Y•"'.• rP.� 7q•, old • i '' •. •..' r; ,.,'., . �' '.x• .. .. PGT 1x MULLION--- NOTE 4 �iL.Q.1.Ad/ B UCK BUCK AMR 7MCAL MULLION TD 4 Tl I. FOR CONCRETE APPLICATIONS IN MAW —DARE COUNTY, USE ONLY M&W —OAOE "' WOOD RU ,D COUNTY APPROVED ELCO 114' TAPCONS OR '114" SS4 CRETE—FLEX MASONRY ANCHORS MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE °► IS 2 112' MIN. EMSONENT: TAPCONS r 114' CRETE —FLEX 1 S 14" NO N, �': •. 2. FOR WOOD APPUCA77ONS USE #12 SCREWS, ELCO 114' TAPCONS OR 114' �;� y ^ ; •`t^':•;,d�;�k •' �. T ' SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT t 1 12" ANCHOR EMBEDMENT TO SASE MATEM SHALL BE BEYOND WALL. ORESSINO OR 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR 70 BE USED - MY WITH POT INDUSTRIES PRODUCTS ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PWNWG SCREWS FOR MULL- AK>fE3 8 TO -CUP TV BE HALF THE QUANTITY OF ANCHORS FROM CUP -70- OPENING (MINIMUM OF 2 SCREWS PER CUP). F.K. 04 E1RiE0 am$ 5. 11 I: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR ACTORIIL RJ. Im REPRESENTATION ONLY FOR CORRECT QUANMY OF ANCHORS, REFER TO / CHARTS' 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL 1 " HEAVY WALL CUP INSTALLATION DETAIL / f SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETALS ARE NOT PART OF TNIS OC taro • no APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM 7O BE PAINTED OR PLATED. n xa - ALUMINUM TUBE CLIPPED MULLION 6. REFERENCE TEST REPORTS: FTL- 2902, ?903 AND 2975. P•� 7 �•'Ja'$ MULLS NTS a 7 1 6221 0 I �j --C L — a 2 imlN.7YP. 0 " imiN. p. JN. MIN. JN7YP MAX qw `3c 1 J A i V2 T - l" MU CLIP �• �4fIN. (CUP TO OPENING) F'JtTRLOON DWG 11099 ® TWO (2) &MDR 0 JHREEW Cpl �R © FOR (A) ANCHOR SIX f6J ANC LOCA TIONS LOCA T/CNVS LOU LW 2 .TYP. JMIN. �naewm JN.TYP. TY,.�r.Ariw 1 (2)E'Q.SP.0 (4 )CQ.SP.® L (A-3 /4)I2 (A- 3/4)/4 JMINAtJN. MIN. 1 " MULL CLIP WAM REMOVED O ONE (I) ANCHOR ® TWO (Z) ANCHOR THREE (3) ANCHOR ® , ,(4) ANCHOR (CUP TO MULL) I,Q g ngpi j OCA T LOCATIONS loGium EXTRUSION Owo 11099 CUP uyvm CST ,NQ,TES• TO BE USED WITH PCT INDUSTRIES PRODUCTS FOR ix MULL t. e Q1Y Of ANCHORS SHOWN ARE FOR AKU SUE , PICT Z=AIXW ONLY. FOR CORRECT QUANW F.. 006 0- w on Siff ANC M. PLEASE REFER TO CHARTS 1 TP 14 F. . l�PAN; AW M 1 x 2 x J/6 1 1/18 %gZ 6 AND 7. FWD YW CORRECT AIL 4 Z t x 4? J14 x J/6 / 161t6 1 x 2 3 14 x 21112 1 J/6 2. SF►ON�1 m EDGE OJSTANCE APPLIES TO ALL D&TYSIO - * H EAVY WALL ANCHOR LOCATIONS 1 x 4 x J/6 J 3/16 AS MAX 1p�p� ,p. R� TEST REPORTS; FM_�OZ "M AM NM M CI!% fL ` ALUMINUM TUBE CLIPPED MULLION RO I. am 2 P 6 A.QX I= n 3W4 NTS 3 2 7 6221 D r r r r r� r lx HEAVY WALL MULL MATT.: 6063 --T6 TO BE USED -- WITH POT INDUSTNES PRODUCTS bo o� va sia . /oe ALr P. 4 NO H EAVY WALL MULLION PRORES 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 �� $�/ t0T0 ALUMINUM TUBE CLIPPED MULLION X12 P t R' + MULL$ IX 4 M 7 6221 D CHART 2. - 1XL75X.375 QTY. & TVP. 0 BOND VOUTH IN INCHE1s ANCHOR 1 1 vertical Mull CLIP TO (2)A (3) A (2)A (3) A (2)A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A 1 (3) A (2) A (3) A (2) A (3) A 1 OPINN© (3) B 1 (3) B (3) B 1 (3) B (3) B (3) B (3) B (3) B C3) B (3) B (3) B (4) B (3) 13 (4) B (3) B (4) B (3) B (4) B (3) 8 (4) B �Mun 81c+t" ftm" Unite mum & (3) B CJ) B (3) B (3) B 0) B 0) B (3) B (3) B (4) B (3) B C3) B (3) B (3) B (3)s 0) B {3) 9 (3) B (8) B (3) B (3) B Lm 1 170 170 70 170 1 170 170 170 1 170 170 1 170 11 1 70 170 170 170 170 170 170 1701 mw 48 W 170 170 1 161 170 764 170 150 170 1 1 149 170 149 170 149 170 149 170 � Len 80. 1 9 170 1 170 140 1 70 1 170 134 170 134 170 134 1 134 170 Horkontai M ull 170 ._!. 188 147 170 138 1 128 169 21 148 119 142 118 141 118 14 118 14 1 41 90 JO 182 1 1 1 118 1 O7 QO 98 92 92 92 131 11 112 99 90 90 84 80 77 78 76 »g 93 131 LI se 1 1 7 86 86 77 77 72 84 $S 83 �Y ► Sr 73 64 60 44 73 73 82 82 64 49 49 46 48 42 40 37 38 87 87 1 57 67 W 60 45 41 1 41 38 38 32 32 54 64 46 45 40 40 36 36 32 32 30 30 28 27 28 24 43 43 37 37 32 28 28 28 24 24 22 21 0 20 1 9 38 38 30 26 23 23 29 21 t9 19 t 18 97 17 16 16 16 1 1 26 26 21 21 18 18 18 18 - 111 23 23 19 19 17 17 16 16 - - - - - CHART 1. • 1x2x.376 � w � am & T 1. WI IN 1. MAXIMUM ALLOWABLE PRESSURE IN W. ANCHOR 50 60 7010190 100 110 120 1301100 2, DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CLIP TO MA M A (2) A (2) A M A Of - A (2) A M A (2)A (2) A CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET I. OPENING � 8 M E (2} S (2) B ME ('d) 8 (2) B (2) S (2) B (2) J. RETERENCE TEST REPORT M -2902. 2903 AND 2975 CUP TO {1) B (1) B (9) B (1) B (1) B (1) B (1) B {1) B (1)s {1} B 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS. EMBED. (1 1/41 OR MULL 1 f4" SS4 CRETE - FLEX, EMBED. (t 314 ") j155 130 130 30 30 1 1 8. x'12 SCREWS 107 1 400 99 99 99 96 90 5. SEE ANCHOR SPACING DETAILS SHEEP' J. 50. 91 85 0 80 so 73 88 84 83 82 62 82 TO BE USED SLY WlTl�ll POT INDUSTRIES PRODUCTS 81 47 42 4 41 41 �/� - m m 40 37 34 � .: � /08 38 34 32 30 28 28 28 26f 22 28 24 20 " P. 1A 00 24 s 17 is 1 HEAVY WALL PRESSURE CHARTS I & 2 22 20 1 1 t 8 16 1 16 , '„°"°� ALUMINUM TUBE CLIPPED MULLION I�oOkt 6 Mmk P.E PQ Amt Ing /�' rra MULLS NTS 5 21 D CHART 3. - 1x2.75x.650 QTY. & Typ. OPENNG WIDTH IN INCHES AMMR 80 80 I 1 I 1 1 4 1 1 ISO CUP TO OPENNG (3) B (4)) a (3) $ 4) B (3) 8 (4) B C4) B ( 8 (3) B 1 (4)5 a (g) B 4) B a) B 4) B a} 8 ( 4) B B (4) B (3) 1 (4)9 . MU am d ® (2) B (2)B a) S M B a) 8 a) B a) B a) B a) B a) B (2) B (2) 8 MS : MB (2) B aI B R) B (2) B M B a) B 1 1 701 170 1 70 1 1701 170 1 70 170 170 170 1 17 170 1 170 1 170 70 7Q 70 70 1 1 1 170 1 1 41 138 168 137 187 437 1 137 157 137 67 137 187 80. 188 1 148 M 1561 120 1 148 143 1 14t 123 14 123 141 123 141 t 144 82 170 1 138 124 42 18 33 412 128 1� 1Z8 108 t24 106 124 1Q8 1Z4 1� 124 133 1521 117 34 1 1 94 1 90 88 1Q1 88 100 1 tW 143 110 I wo 1 1 114 1 82 I 1Q6 I 87 89 83 81 81 8Q S1 18 1 103 118 93 1 107 1 88 1 97 81 00 1 77 78 02 1 73 1 73 108 1 02 81 8 80 1 49 47 47 48 84 71 83 83 81 48 43 42 40 40 87 87 87 57 5tt 44 1 44 40 37 36 38 33 33 32 32 84 1 48 48 4Q 40 38 32 30 28 28 23 44 44 1 38 35 33 28 4 24 1 21 20 20 18 18 1 31 31 1 28 Z8 23 23 18 18 17 17 16 6 - 111 28 28 4 Z4 21 Z1 18 18 17 17 18 18 �oouR�, I. MWMUM ALLOWABLE PRESSURE IN PSF. 2. OEM 6 BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEEP I. MuM ple MWIsd UnIM J. REFERENCE TEST REPORT FR -2902, 2903 AND 29 75 Verdool Mull Harizofftl Mill) 4. ANCHOR TYPES. A. ELCO 114" TAPCONS, EMBED. (1 1147 OR 1/4" SS4 CRETE —FXEX, EMBED. (1 314 ") Mo —7 L B # SCREWS 5. SEE ANCHOR SPACIN MAILS SHEET J. Length TO BE USED .X WPM POT INDUSTRIES PRODUCTS r 17 ww M RENSM P.JP. ZB tJ0 1 HEAW WALL PRESSURE CHART 3 l ` / ALUMINUM TUBE CLIPPED MULLION ON" ft �t AL 1 g NTS 6 �+ 7 6221 D s�ava G QTY. a TYP. OpmNOWNST"Imp ANC CUP TO (2) A (3) A (2) A (3) A MA (3) A (2)A (3) A (2)A (3)A (2)A (3) A I (9)A (3) A (2) A (3)A l� A 1A :(2).A (3) A OPENINO (4) B (8) 8 (4) B (8) B (4) B (0) B (4) B (8) B (4) B (8) B (4) B (0) B (4) B (8) B (4) B (8) B (4) B Fh B (4) B (0) B � & ( 5 ) B (5)0 (0) B (S) B ( B 0) B (5) B (5) 13 ( B (5) (5) B (6) B (S) B (5) B (0) B ( B •0 1 . (� B {gp ' t5) B 170 1 170 170 1701 170 1 70 170 1 170 170 170 1 170 1701 170 70 170 1 70 170 1 1 1 Aq 170 170 70 1 170 1 1 1 70 1 170 170 170 170 170 1 170 70 170 1 1 170 170 1 1 fWma 170 1 170 170 1 70 170 170 70 1 WO 70 170 1 170 1 1 — W 170 1 1 170 1 1 — IN 54 1 1 1 * 170 1 131 116 1 127 170 I 1701 I — 1 - 9 - 1 4 70 1 1 1 "2f 170 1 7 11 1 8 1 1 $ 150 1 1 1 1 1 1 11 1 1 108 1 1 0 11 11 1 11 1 1 00 50 4 47 37 34 00 43 3 29 22 8 9 17 7 1 0 - - - - - N � ftb is MAXIMUM ALLOWABLE PRESSURE IN PSF 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME, SEE SHEET 1. Multiple Mum Units 3. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 4. ANCHOR TYPES; A. ELCO r 14 TAPCONS. EMBED. (1 114 ° ) OR Ver"Col Mull HOTizo tal Mull —T 114" SS4 CRETE -FLEX, EMBED. (1 314'7 Map -- L 6t J12 SCREWS 1 5. SEE ANCHOR SPACNVG DETAILS SHEET 3. Afifft Length T TO BE USED �IJ.1' WUH PGT INDUSTRIES PRODUCTS os em nws surf Alf, 9 HE WALL PRESSURE CHART 4 S� wxow 'ism ALUMINUM TUBE CLIPPED MULLION ►e R sa' nPAX e®r laps N �+ Na1(4 da74 MULLS T.7 ' of 7 6221 D Cr NUMB MIAMI -DADS COUNTY, FLORIDA METRO -DADS FLAGLER HUIf DING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STitEET, SUITE 1693 PRODUCT CONTROL DIVISION MLAMI, FLORIDA 33I30 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miambladegey/buildlimmde Jeld-Wen, Ine. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction. BORA reserves the right to revoke this acceptance, if A is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building cam. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Haigh velocity Hurricane Zone. DESCRIPTION: Series ' - a — — d!"ij/wo Sidelights - N.L APPROVAL DOCUMENT: Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9'-0" x 6'4" with & without Sidelibes", sheets l through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County .Product Control Division. MISSILE IMPACT RATING: None Impact Resistant LABELING: Each unit shall bear a permanent label with the mamrf etu er's name or logo, city, state and following statement~ "Miami- -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considers after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERKWATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically ally terminate this NOA. Failure to comply with any won of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number premed by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPE rION: A copy ofthis entire NOA shall be provided to the user by the mangy or its distributors and shall be available for insertion at the job site at the request of the Building Official. This NOA revises and reams NOA # 02- 1216.09 and consists of this page 1 and evidence pages E-1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D Gascon, P.E. Almilk I ATo_07IT31.0 { Expiration Date: Angast 15, 2012 Approval Date: November 15, 2007 '� 71 r an Page 1 ' r Jeld-Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S- 2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9' -0» x 6' -8" with & without SideliteC, sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Ted PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, Prepared by Certified Testing Laboratories, Test Report No. CTLA -961 W, dated 1 0/2312002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOM 02- 1216.09) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked-up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and .Inswing glazed wood edge steel door, preps by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. (Subs» bed under NOA# 02- 1216.09) 3. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked-up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11 /11/2001, signed and sealed by Ramesh C. Patel, P.E. (SubmMed under NOM 02-1216.09) - Jaime D GaAm, P.E. Chief, Product Coatrol Division NOA No. 07-0731.01 Expiration Dale: August 15, 2012 Approval Date: November 15, 2407 E -1 i Jd Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on: 1) Tensile Test, ASTM D 638 -03 along with marked -up drawings and installation diagram of the "Trinity Lite Frame", wed by Certified Testing Laboratories, Test Report No. CTLA 1078H, dated 10124/02, signed and sear by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Srtb s&W under NOW 02-1216.09) 3. Test reports on: 1) Self Ignition Test; ASTM D 1929 -96 • 2) Surface burning characteristics Test, ASTM E-94 along with marked --up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No. ITS J9906660 -001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (SubmiUed under NOW 02-1216.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300-98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Cate Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F STATEMENTS 1. Statement letter of c mformance, no financial interest and independence, PTC, LLC, dated 06/26/2007, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1216.09, issued to Jeld -'Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6'8 Outswing", approved on 01130tM3 and expiring on 08/15/2007. Jaime D. Cascara, .E. Chief, Product Control Division NOA No. 07-0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 E -2 stow Eml shmOs 24 Pa t om 0*1 try Odoobd SW A-1 0 comwo ; Ar abonth P, AM E� wdn pomp rt&emn yhld — 7W WX OA FAK 021111 .Ta' N" OMt 11?, aTa J6' WX OA 1YP. 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J' T1P, Y 7' M.4 � - - 1 P' TYP r fYF 1 ' - -- Tj 1.a 6 T TI ! 0 SEE CM 4 ON SW 5 ON SFA ET 8 cm vmw SME C" IHii�l1 SO}Ell(6 AAfL4tdR LOGAONS IUD AYTERI014 1�{RiD FROM A4TER<oR j 6 • 1 ON SW 4 SEE NOTE 4 mra • � � � oue� 1 -fJ-ot Deus on NLN �7 em RO HWO To IAMB 0 DM � 5 Pb�t� P. 6� 4th STRIKE PU�ASTRACAL STRO(E PtIITES 1T)TC JAS - jp 0 Fm ft J21- 0900 }17 $°2t -L cap dw RorM PRODUCTREWND m ute a )_ gq�twdoa � /8 EXTERIOR EXTERIOR Whim 0121' M01. a t28• . T , . t , . w taus. 076• A01 SPACE . , �• • .�. pass THK 0124• TEMP. 73'x.811' avTOWIT a TE INTERIOR INTERIOR SAif1SR an SO M on sm NOTE 2 OY SIT, 4 SEE NWE 2 ON SIR. 4 ® G1AM DEM cO WE FTWIE Off PANE 1A' MMO paw � r• W 1 112' WL QASS & tau. W /1 'iDam VARM Pay= PP 8830 W/ W/ r s w an PO<.T'Com PP 8830 C13 8 iA CEPi 29 EXTERIOR STEEL SPACER O - W Am PASS 116( G 128' TEMP. 0M. M EXTERIOR 0.10• TEdIP. pass ate at2s' TOP pass 0 121 • TEMP. INTERIOR 8 GM � INTERIOR 75' x .&• W910EPT pass SIM SPAR ¢ ON � 8 INS 811E � 4 4 SEE NNE 8 ON SHE 4 ® pAZWG WAa. TkI W UrE fRA11E 112' M11AIM TES MASS W/ 1/2 M9W !vm an F�Ored BF MAD PELS Lf�OP on Im WIN r HVSVIAIED mom MISS Ett -5007 L�k� mac en RW TRWY LITE Vi/ 1/2' M81. pass an �� PTQ, uc S-2 ros L1l' EU 1 -r90 -r Me fto r aa• 106 am I FM ni-m -1748 ► -L w � .sr --I� I'_��,•,�. T Imo- r.sY � t.s7' --{ [..-• t.s8` --1 h•�•� ash" 2.t9• �. sc I m r/ /� % tao• t.�• t.�e -� oait. AM • /jj /. �,. ,/ / %/ are' "� Q 7 T 7 .!._ ate• O NnOD BDTtoY �►� }, s 13 r�nu I�AURE SIRE 7 O O & $ 3 % maw rr � xso• � r 4 ,4 1 9 I I 0.013 thir t • �.. -J ate s{ IL- \��• �, ow t.00• a M ff t.KW �--- -- 4.041• ---�� ar4• E-- : I-- t.r oA l 241W 2Ar 18 a�1' 1104 WALL '° Q-t�V cis s� 0 47 O wr� i• urE F @ A E 1.sa• &W t ----}- ass' I 1 vs- -�- h-'i- are• 0 O f 0 f F -'-- -r 0.82. o 1 �• a r.ts � U31 M, 21as• x W. ON L CJ- - 1.�3' .L o l (czg•�t1a� O Q (1w rte) s (ass .ras• std ,u, atW MMW s.tr • L . , 0 Z040 o a O O a Mt VAM a� um j % / /j/ -.� t.os' � - awr - 4-- O (D4• x 4'x � SIM 4,60 top KTA WAL ms 10 xIe awn W awr « ra frp. ran ul im a r FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: GARAGE CONVERSION Builder Name: Street: 1223 NE 102 ST Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138- Permit Number. Owner: DIANA AUVERT & ROBERTO BURGUERA Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R=4.1 600.72 ft 3. Number of units, if multiple family 1 b. WA R= ft2 c. N/A R= ft 4. Number of Bedrooms 1 d. WA R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (W) 341 a. Under Attic (Vented) R =30.0 341.00 ft b. WA R= ft2 7. Windows Description Area c. WA R= ft2 a. U- Factor. Sgl, U =1.13 83.67 ft2 SHGC: SHGC=0.75 11. Ducts b. U- Factor. WA f12 a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 68.2 ft SHGC: 12. Cooling systems c. U- Factor. N/A ft2 a. Central Unit Cap: 18.0 kBtu/hr SHGC: SEER: 14.1 d. U- Factor. WA fl? 13. Heating systems SHGC: a. Electric Heat Pump Cap: 13.0 kBtu/hr e. U- Factor. NIA ft2 HSPF:7.7 SHGC: 8. Floor T ypes Insulation Area 14. Hot water systems a. Slab-On -Grade Edge Insulation R=0.0 a. Electric Cap:1 gallons .0 341.00 ftz EF: o b. WA R= ft2 b. Conservation features c. WA R= ft2 None 15. Credits Pstat Glass/Floor Area: 0.245 Total As -Built Modified Loads: 16.09 PASS Total Baseline Loads: 20.17 � I hereby certify that the plans and specifi ions covered by Review of the plans and �.gp. this calculation are in compliance wit Florida Energy specifications covered by this .�Ce Code. calculation indicates compliance with the Florida Energy Code. U. � O PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code.Q�j 9' OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory sealed in accordance with N1110.A.3. - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 10 chn at 25 pascals pressure difference in accordance with N1110.A.2. 8!5/200912:07 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: GARAGE CONVERSION Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: DIANA AUVERT & ROBERTO Conditioned Area: 341 SubDivision: # of Units: 1 Total Stories: 1 PlatBook Builder Name: Worst Case: No Street: 1223 NE 102 ST Permit Office: MIAMI SHORES Rotate Angle: 0 County: DADE Jurisdiction: 232600 Cross Ventilation: No City, State, Zip: MIAMI SHORES, Family Type: Single - family Whole House Fan: No FL, 33138 - NewdF)dsting: Now (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Lowy FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 60 ft 0 341 fP 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 359 fta 56 ft Dark 0.96 No 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 303 341 ft N N CEILING # Ceiling Type R -Value Area Framing Frac TIC Type 1 Under Attic (Vented) 30 341 ft 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 151.28 ft 0 0 0.3 2 S Exterior Concrete Block - IM Insul 4.1 145.92 ft 0 0 0.3 3 E Exterior Concrete Block - Int Insul 4.1 138.24 fF 0 0 0.3 4 W Exterior Concrete Block - Int Insul 4.1 165.28 ft 0 0 0.3 DOORS # Omt Door Type Storms U -Value Area 1 N Wood None 0.2 0.1 ft2 WINDOWS / Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Prcqecr section above. V Overhang # Omt Frame Panes NFRC 1.1-Factor SHGC Storms Area Depth Separation Irt Shade Screening 1 W Metal Single (Clear) Yes 1.13 0.75 N 36 ft 2 0 ft 12 in 0 ft 24 in HERS 2006 None 2 N Metal Single (Clear) Yes 1.13 0.75 N 16 fF 0 ft 0 in 0 ft 0 in HERS 2006 None 3 N M e t a l Single (Clear) Y e s 1.13 0.75 N 4 fF 0 ft 0 in 0 ft 0 in HERS 2006 None 4 E Metal Single (Clear) Yes 1.13 0.75 N 9 fF 0 It 12 in 0 ft 12 in HERS 2006 None 5 S Metal Single (Clear) Yes 1.13 0.75 N 16.67 ft 0 It 120 in 0 ft 4 in HERS 2006 None INFILTRATION & VENTING — Forced Ventilation — Run Time Fan Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 322 5.67 17.7 33.2 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Through the Wall(Sprd) SEER: 14.1 18 kBtu/hr 540 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 7.7 13 kBUAr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.97 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft DUCTS — Supply — — Return — Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 68.2 ft Attic 17.05 ft Prop. Leak Free Interior 10.23 cfm 1.89% 0.03 0.60 TEMPERATURES Programable Thermostat: Y Ceding Fans: ug Cooling Jan Feb Mar Apr Me Jun Pq Jul [XI A Se Oct DQ Nov Pq Dee V nting X Jan Fe X Mar Ap May C Jun Jul X Aug X Sep Oct Nov Dec Thermostat Soule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1223 NE 102 ST PERMIT #: MIAMI SHORES, FL, 33138 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/s .ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints / between exterior wall panels at comers; utility penetrations; �✓ between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be p rovided. Extemal or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R-3 both N1102.13.1.1 sides. Common ceiling & floors R -11. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 1223 NE 102 ST, MIAMI SHORES, FL, 33138- 1. New construction or eAsting New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Black - Int Insul, Exterior R=4.1 600.72 ft b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is this a worst case? No 10. Calling Types Insulation Area 6. Conditioned floor area (W) 341 a. Under Attic (Venal R =30.0 341.00 ft b. N/A R= ftz 7. Windows" Description Area c. N/A R= ftZ a. U- Factor: Sgl, U =1.13 83.67 W SHGC: SHGC=0.75 11. Duds b. U- Factor. N/A ft2 a. Sup: Attic Rd: Attic AH: Interior Sup. R= 6, 68.2 W SHGC: 12. Cooling systems c. U- Factor. N/A ft a. Central Unit Cap: 18.0 kBtu/hr SHGC: SEER: 14.1 d. U- Factor. N/A ft 13. Heating systems SHGC: a. Electric Heat Pump Cap: 13.0 kBtu/hr • e. U- Factor: N/A 1112 HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap:1 gallons a. Slab-On-Grade Edge Insulation R=0.0 341.00 W EF: 0.97 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat b I certify that this home has complied with the Florida Energy Efficiency Code for Building -M s��; Construction through the above energy saving eatures which will be installed (or exceeded) 6 4 in this home before final inspection. Otherw , a new EPL Display Card will be completed based on installed Code compliant feat Builder Signature: Date: J d 1 Address of New Home: City/FL Zip: "Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Residential S ystem Sizing Calculation Summary DIANA ADVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South 8/5/2009 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 58 r. Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 6905 Btuh Total cooling load calculation 17323 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 492.4 34000 Sensible (SHR = 0.70) 69.9 8400 Latent 67.9 3600 Total 69.3 12000 WINTER CALCULATIONS Winter Heating Load for 341 sqft Load component Load Window total 84 sqft 2125 Btuh Wall total 517 sqft 1534 Btuh Door total 0 sqft 0 Btuh Ceiling total 341 sqft 217 Btuh Floor total 60 sqft 1416 Btuh • Infiltration 73 cfm 1612 Btuh Duct loss 0 Btuh Ftmrata+z� Subtotal 6905 Btuh Ventilation 0 cfm 0 Btuh 22%, TOTAL HEAT LOSS 6905 Btuh SUMMER CALCULATIONS Summer Coolin Load for 341 sqft Load component Load Window total 84 sqft 4484 Btuh Wall total 517 sqft 1480 Btuh Door total 0 sqft 0 Btuh Ceiling total 341 sqft 369 Btuh Lederd Wd 2%) Floor total 0 Btuh ��"'� Infiltration 38 cfm 628 Btuh Internal gain 5060 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh 2%) Total sensible gain 12022 Btuh Latent gain(ducts) 0 Btuh? Latent gain(infiltration) 1501 Btuh Latent gain(ventilation) 0 Btuh um.(, z%) Latent gain(intemalloccupants /other) 3800 Btuh Total latent gain 5301 Btuh If) TOTAL HEAT GAIN 17323 Btuh EnergyGaugeO System Sing Version 8 PREPARED BY: For Florida residences only DATE: EnergyGauge@ FLRCPB v4.5 System Sizing Calculations - Summer Residential Load - Whole House Component Details DIANA ALIVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 8/5/2009 Mi Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGCIUAnswExshlls Ornt Len Hgt Grose Shaded Unshaded shaded Unshaded 1 1, C1w 1.27, B-M, N,H W 1ft. Oft. 36.0 0.0 36.0 24 62 2217 BkM 2 1, Clear, 1.27, B-M, N,H N Oft. Oft 16.0 0.0 18.0 24 24 437 Stuh 3 1, Clear, 1.27, B-M, N,H N Oft. Oft. 4.0 0.0 4.0 24 24 97 Btuh 4 1, Chm, 1.27, B-M, N,H E lfL 4ft. 9.0 0.0 9.0 24 62 554 Btuh 5 1, Clear, 127, B-M, N,H S 10ft. 7ft. 16.7 16.7 0.0 24 27 404 Btuh Window Total 84 (sqft) 3710 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 concrete BIK - E3d 4.1/0.15 517.0 2.9 1480 Btuh Wall Total 517 (sqft) 1480 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load I vented AWDarknie 30.0 341.0 1.1 369 Efth Ceiling Total 341 (sqft) 369 Btuh Floors Type R-Value Size HTM Load I Stab On Grade 0.0 60 (ft(p)) 0.0 0 Btuh Floor Total 60.0 (sqft) 0 Btuh Zone Envelope Subtotal: 5559 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= Load SensibleNattirW 0.67 3410 517 36.1 628 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 4600 5060 Btuh Sensible Envelope Load: 11247 Btuh Duct load Average sealed, Supply(R6.0-Cond.), Retum(R6.0-Attic) (DGM of 0.000) 0 Btuh Sensible Zone Load 11247 Btuh Windows July excursion for System 1 774 Btuh Excursion Subtotal: 774 Btuh Duct load 0 Btuh Sensible Excursion Load 774 Stuh ErvergyGauge@) FLRCPS v4.5 pap 1 Manual J Summer Calculations Residential Load - Component Details (continued) DIANA ADVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South 8/5/2009 Sensible Envelope Load All Zones 12022 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 12022 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 12022 Stuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 1501 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (2 people 200 Btuh per person) 400 Btuh Latent other gain 3400 Btuh Latent total gain 5301 Stuh TOTAL GAIN 17323 Stuh 1. Central Unit # 12000 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U-Factor or'DEF for default) (Irish - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) version 8 For Florida residences only EnergyGauge@ FLRCPB v4.5 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details DIANA AUVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 8/5/2009 ... .. ... i'llF Fr Window Panes1SHGC/Frame/U Orientation Area ft X HTM= Load 1 1, Clear, Metal, 1.27 W 36.0 25.4 914 Btuh 2 1, Clear, Metal, 1.27 N 18.0 25.4 457 Btuh 3 1, Clear, Metal, 1.27 N 4.0 25.4 102 Btuh 4 1, Clear, Metal, 1.27 E 9.0 25.4 229 Btuh 5 1, Clear, Metal, 1.27 S 16.7 25.4 423 Btuh Window Total 84 ft — 2125 Btuh Walls Type R-Value Area X HTM= Load I Concrete Blk, - E)d(O. 15) 4.1 517 3.0 1534 Btuh Wall Total 517 1534 Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load I Vented AtticID/Tile 30.0 341 0.6 217 Btuh Cellina Tot 341 217Btuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 60.0 ft(p) 23.6 1416 Btuh Floor Total 60 1416 Btuh Zone Envelope Subtotal: 5292 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 1.29 3410 517 73.3 1612 Btuh Ductload Average sealed, Supply(R6.0-Cond.), Retum(R6.0-AtticXDLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 6905 Btuh Subtotal Sensible 6905 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 6905 Btuh EnergyGauge* FLRCPS v4.5 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) DIANA AUVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, Ft. 33138- Climate: South 8/5/2009 1. Electric Strip 34000 Btu Key. Window types; (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U-Factor or'DEF for default) (HTM - Manual.1 Heat Transfer Multiplier) Key. Floor size (perlmeter(p) for slab-on-grade or area for all other floor types . . . . . . . . . Version 8 For Florida residences only EnergyGauge@ FLRCPB v4.5 Page 2 r • FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performances Method A Pmooct Name. GARAGE CONVERSION Butkdor Name: Street 1223 NE 102 ST permit Offer: MIAMI SHORES City, Side, Zip: MM SHORES, FL, 33138- Permit Number Owner: DIANA ADVERT & ROBERTO BURGUERA Jam: 232 Design Lamson: FL, Miami 1. New cwnstructlon or New (From Pis) 9. Wall Types Insulation Area 2. Side family or multiple Sir�te ty a. Concrete Stork - Int , Exterior R=4.1 6D0.72 itz b. NIA R= ft2 3. Number of units, If multiple family 1 c. NIA R= f 1 4. Number of Bedroom; 1 I d NIA R= fP 5. Is this a worst ewe? No 10. Ceifmg Tye ftsulation Area 6. Conditioned floor area (W) 341 a. Uri Attu (Vented) R=30.0 341.00 fi? b. WA R= fie 7. Windows Description Area c. PIA R= f12 a. U- Factor: Sgt, U=1.55 108.00 fr SHGC: SHGC=0.60 11. Duds b. U- Factor: Sgl, U=1.00 72.00 W a. Sup: Attic Ret Attic Aft Interior Sup. R= 6, 682 fF SHGC: SHGC=0.64 12. Coofksg wistems c. U- Factor NIA fN a. PTAC and Room Unit Cap: 12 Muff>r SHGC: EER:13.8 d. U-Fadm NIA fr 13. H eatfrV "stem SHGC: a. Electric Strip Cap: 17 Mftft e. U- Factor. NIA fta AFUE: 1 SHGC: 14. Hot water systems 8. Floor Types Irk Area a. Electric Cap: 40 gals a. SW4)n -Grade Edge Insulation R=0.0 341.00 iP EF: 0.92 b. PIA R= fr b. Conservation features c. NIA R= fr None 15. Credits Pad Glass/Floor Area: 0.528 Total As -Built Modified Loads: 13.84 PACs Total Baseline Loads: 20.17 1 hereby certify that the plans and specifications covel9d by Review of the plans and this calculation are in compliance with the Flori y1 specifications covered by this °� f Code. calculation indicates compliance with the Florida Energy Code. P L S REPARED BY: -?�`' Before construction is completed tiro ...... :p .. DATE: � � r this building will be inspected for compliance with Section 5553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. ✓ - with the Florida Energy Code. �'f 1 OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as cerfifted factory- sealed in accordance with N1110.A.3. - Compliance requirles an air distribution system test report, by a Florkle Class 1 Rater, co i system leakage to outdoors Is not greater then 10.2299805422363 cfrn at 28 pascals p e I accordance with N1110.A.2. 6I OMW 5:42 PM EnergyGat USA - F esaw Page 1 of 5 PROJECT Tile: GARAGE CONVERSION Bedrooms: 1 AdressType: Street BulkJing Type: FfAsBnflt Battrooms: 0 Lot # Owner: DIANA AUVERT & ROBERTO Condoned Area: 341 Sub # of Units: 1 Total Stories: 1 platBootc Bulkier Name: Worst Case: No Street 1223 NE 102 ST Permk Office: MIAMI SHORES Rotate Angle: 0 County: DADE Jurisdiction: 232600 Cross Ventilation: No City, State, Zip: MIAMN SHORES, Family Type: Shtgk -farnW Whole House Fan: No FL, 33138- New Odsting: New (From Pins) Comment: CLIMATE IECC Design Ternp Int Design TOW Heaft Desi Daily Temp Deter Location TMY Site zone 97.5% 2.5 Wing Summer Degree Days Moisture Range FL, Micro FL MLAM INTL AP 1 51 90 75 • 70 149.5 56 L,ow FLOORS # Floor Type Petkneter R -Value Area Tile Wood Carpet 1 Slab -On Grade Eck Ir on 60 ft 341 ft 0 0 1 ROOF Roof Gage Roof Solar Deck # Type materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or stied Barrel the 359 fP 56 fr uric 0.96 No 0 18.4 dag ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 303 341 fI' N N CEILING # Comm Type R Value Area Framing Frac TRW Type 1 Under Aft (Vented) 30 341 fP 0.11 Woad WALLS Solar # Omt Aunt To Wall Type RV= Area R VCue� Fr rn Absor. 1 N Endue Concrete Block - lint Insul 4.1 151.28 fIa 0 0 0.3 2 S Exterim Concrete Block - Int Irnsul 4.1 145.92 flF 0 0 0.3 3 E F.nderfor Concrete Block - Int knsul 4.1 138.24 fF 0 0 0.3 4 W Exterior Concrete Block - Int Insul 4.1 165.28 IF 0 0 0.3 DOORS # Omt Door Tyre Storms U -Value Area 1 N Wood None 02 0.1 fP WINDOWS Window orientation below is as ems. Actuml orientadon is modified by rotate arde shown In section abcw. Overhang V # Ornt From Panes NFRC U -Faces SHGC Storm Area Depth Section Int Shade � 1 W Metal Single (Clear) Yes 0.55 0.6 35 fP 0 ft 12 in 0 ft 24 In HERS 2006 None 2 N Meted Single (Cho) Yes 0.55 0.6 36 If 0 ft 0 fn o ft 0 in HERS 2006 Norte 3 N Mdal Single (Clear) Yes 0.55 0.6 36 fP 0 ft 0 in 0 ft 0 bt HERS 2006 None 4 E Mew Single (Clear) Yes 1 0.64 36 fr 0 ft 12 br 0 ft 12 HERS 2006 Name 5 S mew single (Glean) Yee 1 0.64 36 ft= O ft 120 ln 0 ft 4 in HERS 2006 None INFILTRATION & VENTING — Forced Veer — Run Tbm Fan Meftrod SL4 CFM 50 ACH 50 ELA EgLA Supply CFM E*must CFM Fraction Watts Default 0.00036 322 5.67 17.7 33.2 0 cfm 0 cfm 0 0 COOLING SYSTEM # Sytstern Type Subtype Efficiency Capacity Air Flow SHR Dui 1 PTAC and Room Unit Through ft Wall(Split) EER:13.8 12 kBk is 3W cfm 0.75 False HEATING SYSTEM # System Type Subtype Etficiertcy Camay Dui 1 Electric Strip AFUE:1 17 kf3tullu' Fad HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 40 gal 12D deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volurne FEF None None ft' DUCTS — Supply — — Return — Air Pescett V # Location R -Val Area Location Area Leallage Type Handier CFM 25 Leakage ON RLF 1 Aft 6 68.2 fta Attic 17.05 f1 Prop. Leak Free Interior 1023 cfrn 2.01 % 0.03 0.60 TEMPERATURES ProWwmW[[XXT��h hat: Y Ceftg Fes: ' Yerttirtg p(} Jan Jars FFeeb b Feb C Pq Mar Mar Mar �( A X� � N( Jun p(} N J� (()X(}} [X] A� pq (Xj � m Oct � a � p� � � [XX]] [P��II [[�x9I [[[��X99] � [I��11 Y [[x11 Jtet {XJ Jtd [[XX]] A� t[�X9J SeP Oct [3C} Nov lA! [X) Dec Thermodd SctwduW. HERS 2006 Retemrice HoLUs Scbedute Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooft (mi AM 8D Pm so 78 8 8 8 8 8 7 78 7 7 CooNM H) 8 8 8 8 FAA 7 8 8 8 8 8 8 7 8 7 8 HeOV (WO) AM 68 68 68 Ge 68 68 68 68 pm 6 68 6 6 0 (WE 68 as 68 68 as as 68 68 68 66 as P 6 FORM 110QA -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1223 NE 102 ST PERMIT#. MIAMI SHORES, FL, 33138 - INFILTRATKM REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/s .fL door area. Exterior 8 Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors S frames, surrounding wall; foundation 8 wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. v EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations/openings > 118" sealed unless back by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the eter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sear at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sear box with 11T clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. mum-story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all msiidences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be p rovided. External or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool _ heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per _ minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 sides. Common oiling & floors R -11. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 68 The lower the EnergyPerformance Index, the more efficient the home. 1. Now txns1ru ctio t or ing New (From Plans) 9. Waft Types kscdaom Area 2. Y f - a. Concrete Block - Int Insul, Exterior R=4.1 600.72 ft b. NIA R= ft2 3. Number of units, if muffle lamily 1 c. NIA R= ft 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is this a worst mess? No 10. CeNng Types Insulation Ara 6. Conditioned floor area (W) 341 a. Under Atttc (Vented) R=30.0 341.00 fP b. NIA R= ft 7. Window W* Area c. NIA R= ft a. U- Factor: Sgl, U -0.55 108.00 ft SHGC: SHGC. 14. Duds b. U- Factor: So, U=1.00 72-00 it= a. Sup: Attic ReT Attu AH: I Sup. R= 6, 6821ta SHGC: SHGC=0.64 12 coo" systems c. U- Factor: NIA fP a. PTAC wW Roars Urdu Cap: 12 MItWhr SHGC: EER:13.8 d. U- Factor: N/A ft2 13. Hoatingi systems SHGC: a. Electric Strip Cap: 17 id3WW e. U-Facto NIA ft2 AFUE:1 SHGC: 14. Hot water systems 8. Four Types Insulation Area a. Electric Cap: 40 gdons a. Stab -On -Grade Eck lnsulation R=0•0 341.00 ft2 EF: 0.92 b. NIA R= ft2 b. Cart features c. NIA R= ft2 Norte 15. Credits Plat I certify that this home has compiled with the Florida Energy Efficiency Cade for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final Inspection. Otherwise, a new EPL Display Cana will be completed, based on installed Code compliant features. tot •SS' �.. Builder Signature: Date: rr' yr Address of New Home: City/FL Zip: ' • `� ME *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your index is glow 1W, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 838 -1492 or see the Energy Gauge web site at enelrgygauge.com for information and a list of ceded Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Cade, Residential, if not DEFAULT. EnwgyGauge@ USA - FlaRes2008 Residential System Sizing Calculation Summary DIANA AUVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South 6/10/2009 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humid data: Interior RH 50% Outdoor wet bulb Humidity difference r. Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter tempe rature difference 20 F Summer tempe rature difference 15 F Total heatina load calculation 5556 Btuh Total cooling load calculation 11143 Btuh Submitted heating capacity % of Cale Btuh Submitted haling amity % of calc Btuh Total (Electric Strip) 612.1 34000 Sensible (SHR = 0.70) 103.7 8400 Latent 118.2 3600 Total 107.7 12000 WINTER CALCULATIONS Winter Heating Load for 341 sqft �� Load comoonent Load N� Window total 84 sgft 2125 Btuh Wall total 517 sgft 1534 Btuh Door total 0 sgft 0 Btuh Ceiling total 341 sgft 217 Btuh Floor total 60 sgft 1416 Btuh Infiltration 12 cfm 262 Btuh Duct loss 0 Btuh Subtotal 5555 Btuh Ventilation 0 oft 0 Btuh v7 TOTAL HEAT LOSS WW Btuh SUMMER CALCULATIONS Summer Cooling Load for 341 Load component Load Window total 84 sgft 4484 Btuh Wall total 517 sgft 1480 Btuh Door total 0 spit 0 Btuh Ceiling total 341 sgft 369 Btuh Floor total 0 Btuh Lakift Infiltration 6 cfm 103 Btuh Internal gain 1660 Btuh "'�� Duct gain 0 Btuh Sens. Ventilation 0 efm 0 Btuh Total sensible gain 8097 Btuh Latent gain(ducts) 0 Btuh 1 Latent gain(infiltration) 246 Btuh Latent gain(ventilation) 0 Btuh� Latent gain(intemalk=upantst ) 2800 Btuh V 3%) Total latent gain 3046 Stuh TOTAL HEAT GAIN 11143 Btuh EnergyGauge@ S yacer„ Sung venom 8 PREPARED M For Florkl rasiclonces only DATE: EnergyGauge@ FLRCPB v4.5 System Sizing Calculations - Summer Residential Load - Whole Ho se Component Details DIANA AUVERT & ROBERTO BURGUERA Project I it e: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, Fl. 33138- Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 611012009 ng E 01 . J. TY• Overhang Win ckm Area(sqft) HTM Load Window PrJSHGC/UfinSWWMS On Lon HM Gmss Shaded UnMuded Shaded Unstaded 1 1, Ckw, 1.27, B-M, N,H W IfL Oft 36.0 0.0 36.0 24 62 2217 Btuh 2 1, CIM, 127, B-M, N,H N Oft Oft 18.0 0.0 18.0 24 24 437 Btuh 3 1, QW, 1.27, S-K N,H N OR. Oft. 4.0 0.0 4.0 24 24 97 Obb 4 1, QW, 127, B-M, N,H E It 4fL 9.0 0.0 9.0 24 62 554 Btuh 5 1, CIM, 1.27, B-M, N,H S 10ft. 7ft. 16.7 116.7 0.0 24 77 404 BM Window Total 84 (* 3710 Btuh Wails Type R-ValueA)-Value Area(sqft) HTM Load I Concivto BIK - Ext 4.1JG.15 517.0 2.9 148D Btuh Wall Total 517 (scift) 1480 Btuh Ceilings Type/Color/Surface R-Value Am(sqft) HTM Load 1 Vented Atfic/DarkTfle 30.0 341.0 1.1 369 Stuh Ceiling Total 341 (sqft) 369 Btuh Floors Type R-Value Size HTM Load I Slab On Grade 0.0 60 (ft(p)) 0.0 0 Muh Floor Total 60.0 (NM 0 Btuh Zone Envelope Subtotal: 5659 Stuh Infliftation Type ACH Volumo(cuft) wall area(sqft) CFM= Load SensbWaUal 0.11 3410 517 6.3 103 Btuh Kemal Occupants Stuh/occupant Appliance Load gain 2_ 230 + 1200 1660 Btuh Sensible Envelope Load: 7322 Btuh Duct load Average sealed, Supply(R6.0-Corid.), Retum(R6.P-Attic) (DGM of 0.000) 0 Btuh Sensible Zone Load 7322 Stuh qMMUlffiffl/g ggpg g'f ... .... .. ... • Windom July excursion for System 1 774 Btuh Excursion Subtotal: 774 Btuh Duct load 0 Stuh Sensible Excursion Load 774 Stuh Ever FL CPB v4.5 Page 1 ICI Manual J Summer Calculations • Residential Load - Component Details (continued) DIANA AUVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South 6/1 M M Sensible Envelope Load AN Zones 8097 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 8097 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 8097 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 246 Btuh Latent ventilation gain 0 Stuh Latent duct gain 0 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 2400 Stuh Latent total gain 3046 Stuh TOTAL GAIN 11143 13tuh 1. Central Unit # 1= Btuh •KW: WMdow types (ft - ftmter Of panes of glass) (MW - shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window 1.1-Factor or VEP for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roger Shades(R)) (Ex8h - Exterior shaft device: none(N) or numerical value) (BS - Insect screen: noi*N), FWM or Half(H)) (Ornt - compass orier�ti version 8 For Florkla residences only Ever FLRCPS v4.5 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details DIANA AUVERT & ROBERTO BURGUERA Project Title: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 611012009 .10 Wmdaw Panes/SHGC/Frame1U Orientation Area (sg2l X HTM= Load 1 1, Clear, Metal, 1.27 w 36.0 25.4 914 Bt uh 2 1, Clear, Metal, 1.27 N 18.0 25.4 457 Btuh 3 1, Clear, Metal, 1.27 N 4.0 25.4 102 Btuh 4 1, Clear, Metal, 1.27 E 9.0 25.4 229 Btuh 5 1, Clear, Metal, 1.27 S 16.7 25A 423 Btuh Window Total 84(scift) 2125 Btuh Walls Type R-Value Area X HTM= Load 1 Concrete Blk, - Ext(O. 15) 4.1 517 3.0 1534 Btuh Wall Total 517 1534 Btuh Collings Type/Color/Surface R-Value Area X HTM= Load I Vented AtticID/Tile 30.0 341 0.6 217 Btuh Celli na Total 341 21713tuh Floors Type R-Value size x HTM= Load 1 Slab On Grade 0 60.0 ft(p) 23.6 1416 Stuh Floor Total 60 1416 Stuh Zone Envelope Subtotal: 5292 Btuh Infiltration Type ACH X Volume(cuft) walfs(sqft) CFM= Natural 0.21 3410 517 11.9 262 Btuh Ductload Average sealed, Supply(R6.0-Corid.), Retum(R6.0-AttiqXDLM of 0.000) 0 Stuh Zone #1 Sensible Zone Subtotal 5556 Btuh --- --- --- - -- Subtotal Sensible 5555 Stuh Ventilation Sensible 0 Btuh Total Btuh Loss 5555 Btuh EnwgyGaugeO FLRCPB v4.5 Pagel Manual J Winter Calculations Residential Load - Component Details (continued) DIANA AUVERT & ROBERTO BURGUERA Project Tide: Code Only 1223 NE 102 ST GARAGE CONVERSION Professional Version • MIAMI SHORES, FL 33138- Climate: South 6/10/2009 .. .... ggo • 1. Electric Strip 34000 Btuh Key Window types (SHGC - Shading coefficient of glass as SHGC mimencal vako or as clear or tint) Al=k (Frame types - metal, wood or brAdated metal) (U - Window 1.1-Factor or 'DEF for default) (HTM - Mantou Heat Transfer MwUpffer) Key Floor ebw (perlmeft*) for slab-on-grade or am for d offm Vim types version 8 For Florkla resiciences only EnwgyGwgW FLRCPS v4.5 Pap 2 Mitsubishi Electric - Product Information for PKA- Al2GAL (AC} Page 1 of 2 ABOUT US I PRESS ROOM I CASE STUDIES I TRAINING I CUSTOMER RESOURCES I WHERE TO BUY I PRODUCTS *_. • a T Latin American Site I Contact Us I Extranet Log In I It Home: Products. Mr. Slim Split - ductless: PK -Series Wall- Mounted A/C and Heat Pumps: PKA- Al2GAL (AC): MAIN" Mr. Slim S )Wdudiess CITY MULTI VRFZ Sniems a s ry TECHNOLOGY Lossnay Ene= Recovenr Mr. Slim Split- ductless: P- Series all - PlasmaPu[a Air Purifiers M ounted A/C and Heat Pumps z 1.11te Hide Line -set Carer Print . ,= shtstm PKA- Al2GAL (AC) Mitsubishi ,let TpwBi Sleek and quiet indoor unit • Click here to see the indoor unit larger. • Click here to see the outdoor unit larger. • Click here to see the remote controller larger.. w P-serles Features�� • New hard wired, murd4ingual remote controller (PAR - 21MAA) displays: Fault codes for both indoor and outdoor units, phone number of service contractor and critical unit operating data for service technician • Wireless Controller available (GAL models) • Pulse Wave Modulation (PVM) Vector Wave Eco Inverter (all models) • Outdoor unit sound level reduced by 4 to 8 dB(A) Compact and quiet inverter outdoor unit • Anti - corrosion model now available ( -BS model) • The inverter models perform well in doling mode even with outdoor temperatures as low as 0 °F • Units Interface with Lossnay PZ- 41 SLB -E controller for ventilation control • Outdoor unit cabinets meet or exceed Florida "Hurricane" " x - code for high wind load conditions y Specifications Application: AfC Wall mounted wired remote controller 13TU Cooling: 12,000 Mounting Location: V611-mounted Related Resources EER: 13.8 Install: PKA- AGA/GL Models (AC - - - -_ __ & HP) Indoor Unit PICA Al2GAIGL Mr. Slim Full -line Catalog Mr. Slim Limited Warranty Indoor Input Power. 2081230, 1 Phase, 80 Hz Statement tv PH, Hz) Operation: PKA Models (AC & HP) Submittal: PKA- Al 2GAL & PUY- indoor Dimermlons: 13-M x 39 x 8-114 Al2NHA pn HxWAD) Tech Data: Mr. Slim P -Series (OCS13) Indoor Weight: 35 Tech: PKA- AGA/GL Models (AC & (Lbs•) HP) Akflall► • • • • i i ` • • • • • Tech: PU(Y,Z) Outdoor Models Only (C • • •: • • i $ �, �e,,� •�• Written Spec: PKA-series AC • • • • • • • • • Models (R410A) Airflow Wet: • • • • • • • 2&31%A04% (CFM) Back to Subcategory Index • • • • • • • • • • • • • • • • •• •• • http : / /www.mrslim.com/products/itei D taii.ash?P ugtSuKategoryII)=142 &ProductCa... 6/11/2009 . ••• Mitsubishi Electric - Product Information for PKA- Al2GAL (AC) Page 2 of 2 Indoor Sound Level: 36143 (Lo1Hi) Copyright @ 200409 Mitsubishi Electric & (dgA) Electronics USA, Inc. HVAC Advanced Products Division • Outdoor Unit: PUY- Al2NHA Home I About Us I Press Room I Case Studies I Training I Customer Care I Where ' Outdoor Input Power. 208/230,1 Phase, 60 Hz products Search Privacy Policy Terms of (Y, PH, Hz) Use I Contact Us I Log In Outdoor Dhnensions: 23-5/6 x 31 -1/2 x 11 -13N6 (In. HXV00) ' Outdoor Waight 80 (Lbs•) Outdoor Sound Level: 46 (dBA) Pipe Shm (Liquid): 114 on.) Pipe Sine (Gas): 112 (In.) Indoor Connection Method: FLARE Outdoor Connection Method: FLARE Limited Warranty: 6-year on compressor. 1-year on parts. Specl#cations are subject to change without notice. •• •!• • • • • • •f •• ••• •• • • • •• • • • • ! • • • • • • • •• •• • • • • http : / /www. mrslim .com /products/itemDetail.asp? Prod} ctS4bCategoryiD= 142&ProductCa... 6/11/2009 000 . ..... . ...