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RC-06-2692Location Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following:. Permit Type Residential Construction Bldg. Permit No. RC -10 -06 -2692 Owner ALESSANDRA FRANCHINI Contractor ALL STATECONTRACTORS LLC Subdivision /Project <NONE> Date Issued 07/12/2007 Construction Type FIRE REPAIRS Occupancy Single Family 249 97 Street NE Miami Shores Village FL 33138- Not Transferable POST IN A CONSPICUOUS PLACE yap ` "11111111►•= Building • j+ cials Approval Clau • Grande, CBO REPAIRS TO HOME DUE TO FIRE DAMADGE AS PER PLANS a 0 a 2,09,1 Passed b 6 7 Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 07/02/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL STATE CONTRACTORS LLC Building De artment Comments Thursday, June 28, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Repair Phone Number 305/7594943 Parcel Number 1132060134260 Lot: Page 2 of 2 REPAIRS TO HOME DUE TO FIRE DAMADGE AS PER PLANS ma 2 7 MT Passed Inspector Comments (,)D 03 .0144 z4i. 0 7 3e ,114, Failed j/- Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 03/26/2007 Inspector: Rodriguez, Jorge Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL STATE CONTRACTORS LLC Building Department Comments Friday, March 23, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Residential Construction Inspection Type: Roof Trusses Work Classification: Repair Phone Number 305/759-8943 Parcel Number 1132060134260 Lot: Page 1 of 2 REPAIRS TO HOME DUE TO FIRE DAMADGE AS PER PLANS MAR 2 7 2007 Passed Inspector Comments A) e ' 4i ef),3 0 7 Failed , Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 03/26/2007 Inspector: Rodriguez, Jorge Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL STATE CONTRACTORS LLC Building Department Comments Friday, March 23, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Roof Sheathing Work Classification: Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Page 1 of 2 REPAIRS TO HOME DUE TO FIRE DAMADGE AS PER PLANS ) MR 2 8 2001 Z Passed Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 03/27/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL STATE CONTRACTORS LLC Building Department Comments Tuesday, March 27, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 l Block: Permit Type: Residential Construction Inspection Type: Roof Trusses Work Classification: Repair Phone Number 305/759-8943 Parcel Number 1132060134260 Lot: Page 2 of 2 REPAIRS TO HOME DUE TO FIRE DAMADGE AS PER PLANS LIAR 2 8 2007 Passed Yl / nspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 03/27/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL STATE CONTRACTORS LLC Building Department Comments Tuesday, March 27, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Roof Sheathing Work Classification: Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Page 1 of 2 REPAIRS TO HOME DUE TO FIRE DAMADGE AS PER PLANS MAY 0 8 2007 ✓ Passed (� Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until `•:::•iF,: }!!i:w,�:Z.: •:Ri:,T,.!•: i:; .T,.::•�lrii:.w::!1!!!•T:•'!!!. Inspection Date: 05/07/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ALL STATE CONTRACTORS LLC Building Department Comments Thursday, May 3, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Page 2 of 2 REPAIRS TO HOME DUE TO FIRE DAMADGE AS PER PLANS Passed 0 5 Inspector Comments - Am L) &C ,1 � Alto A. A Oppert,�j�2 Adf-PA y Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 05/02/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL STATE CONTRACTORS LLC Building Department Comments Tuesday, May 1, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Page 1 of 2 REPAIRS TO HOME DUE TO FIRE DAMADGE AS PER PLANS MAY 0 3 PAID Passed A q Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 05/02/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL STATE CONTRACTORS LLC Building Department Comments Tuesday, May 1, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Repair Phone Number 305/7594943 Parcel Number 1132060134260 Lot: Page2of2 RE -ROOF TO A NEW TILE ROOF APR 2 4 2007 Passed Inspector Comments N,-.0 4 ' 5444— ' Ay4441.1-' / i - zo / ,� i2P �S v� MI ,---"-' Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until fnttl�1 ltn Inspection Date: 04/23/2007 Inspector: Grande, Claudio Owner: SAIA, CHRISTOPHER Job Address: 175 98 Street NW Miami Shores Village, FL Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Friday, April 20, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - Repair Phone Number Parcel Number 1131010240120 Lot: Phone: 305 -751 -0382 Page 2 of 2 Project Address 249 NE 97 Street Miami Shores Village, FL 33138- Owner Information ALESSANDRA FRANCHINI Fees Due CCF CO /CC Fee Education Surcharge Notary Fee Permit Fee - Additions/Alterations Plan Review Fee (Engineer) Scanning Fee Submittal Fee Technology Fee Total: Amount $57.00 $150.00 $19.00 $5.00 $2,850.00 $60.00 $60.00 ($250.00) $71.25 $3,022.25 OWNERS AF construction S g Tuesday, March 20, 2007 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 1132060134260 Block: Lot: Address____ 249 NE 97 ST MIAMI SHORES FL 33138 Contractor(s) ALL STATE CONTRACTORS LLC Phone CeII Phone Approved: Comments: Date Approved: : Date Denied: Type of Construction: FIRE REPAIRS Stories: 1 Front Setback: NA Left Setback: NA Bedrooms: NA Plans Submitted: Yes Certificate Date: Bond Retum : Occupancy: Single Family Exterior: NA Rear Setback: NA Right Setback: NA Bathrooms: NA Certificate Status: Additional Info: Classification: Residential 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 rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating hermore, I authorize the above -named contractor to do the work stated. ture: Owner / Applicant / Contractor / Agent Building"` Department Copy Permit Issue Date: 3/20/2007 Permit NO. RC -10 -06 -2692 Permit Type: Residential Construction Work Classification` Repair Permit Status: APPROVED Expiration: 09/16/2007 Phone 305/759 -8943 Applicant Valuation: Total Sq Feet: Total I Amt Paid I Amt Due $ 0.00 Ami$ too, $ 0.00 Payment Type: ,641 1,4-9) ALESSANDRA FRANCHINI March 20, 2007 Date Cell $ 95,000.00 0 Available Inspections: Inspection Type: Final 1 .31201 r-cIGIG 10'.� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Mbol Permit No. 1 PERMIT APPLICATION Al ssan YlL Master Permit No. FBC 2004 Permit Type (circle): Job Address (where the work is being done) City Miami Shores Village Miami Shores Village Building Department FOLIO / PARCEL # 32 0 6 -0/3 -- 2.6 0 Structural Review. as Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder )A = J. - /f�JC# f la Phone it 5 3 C) 793 -3;54 Owner's Address 2- 13 Ale C IT R City h S 1- {49n,E"S State T-L Zip .3 13 id Tenant/Lessee Name /1//4 Phone # I — County Miami -Dade Zip 3g 13g Is Building Historically Designated YES J NO 41 //S , /09/e C ° At -®2S `G/ Contractor's Company Name __ j 0 /5 C D& J T� e j 1/1' � Phone # 305 f �O ( OCR 7 Contractor's Address 21 2._ A.0 c,.0 C, 0 0 ✓ � City i A1v i / State zip 33'/a Qualifier Name f1I1 -(Z. ∎ 0 C (44 ((, S A State Certificate or Registration No. e 6 C- / 2.5e( g ( Certificate of Competency No. Phone # Soo 47-U 4 7 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ OQ Square /Linear Footage Of Work: Type of Work: ['Addition ['Alteration ❑NewRepair/Replace on et _ , ******** * * * * * * * * * * * *** * * * * **** * * * * * * * ** F ees *** ** ******* * * * * * * *** * * * * * * * * * * * * * * *** * **** Submittal Fee $ 250 -CO Permit Fee $ / g 0 CCF $ 51- CO /CC 15® Notary $ i Training/Education Fee $ I Technology Fee $ t712,s Scanning $ (60 -- Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ Zoning $ See Reverse side -* IMMEETFIll FEB 1 2 2007 BY: _lam Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured. for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The fore oing instrument was acknowledged before / m� a this 12 . The foregoing instrument was acknowledged before me this 26 day of b , 20 by te.� 'vl Frcncy,wrJly of Feb• , 20 01; by / - 0 C (4 � (. 1 54 , who is personally known to me or who has produced who is personally known to me or who has produced a sfrkem5 3 As identification and who did take an oath. NOTARY PUBLIC: Sign. Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Aar ' Y Mabel Vargas mission #DD231984 ,2007 BondedTlm Atlantic binding Co.. Inc NOTARY PUBLIC: Sign: Print: My Commission Exp Contractor as identification and who did take an oath. .�1 �• Plans Examiner Engineer Zoning PERMIT # `RCZCp- j C1Z CONTRACTOR: SUBMITTAL DATE: n2,,11 �l� ADDRESS�: 29'cr &16 � CS NAME: Al ETZA)4D T CA-111\11 RESUBMITAL DATES: Lbirek 1 2-0011--60 MECHANICAL BLDG ZONING v FIRE jj 2//5/7 STRUCTURAL IMPACT FEES r ;----)"'' 4' y ELECTRICAL HRS /DERM li 1)11 DLUM I NO MECHANICAL BLDG PROJECT TYPE: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED 014 THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 0 ✓�" 2 69 2 TAX FOLIO NO. C 1" 320 (,) — D ( — 426 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement 3. Owner(s) name and address LE S S A IN D NC-L- J 1J ) 2 (.1 P N E 4 ` Art i S 3 3 J 3 a Interest in property 0 W OUC k Name and address of fee simple titleholder: ' DEL s/ "fez 4. Contractor's•name and address' #6G .P / G • QTY 0 S 2 ivW 6© ' eV' //9/7 / -FL 3 3/ 26 5. Surety: (Payment bond required by ow rfrom contractor, if any) / 17 Name and address' Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: Signaturklof Owner Print Owner's Name 123.01-52 PAGE 4 5/02 CM-n/7En ail MAR 2 i 2U07 Jib 2- OE 99 Si (`f\ m► Sit,fes FL 33138 t -� I C t c yv nt gv/f] 8. In addition to himself, Owners designates the following person(s) to receive a copy of the•Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. // n Name and address' a 9.. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differen ate is specified) /4 L CS- c4"N"19- 'Ten Prepared by A C AWD4L,4 fell /CI' Sworn to and subscribed before me this pil day of la",(A , 2001.. Notary Public Print Notary's Name r t w My commission expires: ST'fTt OF FLORIDA, COUNTY OF WOE I HEREBY CERTIFY thef tu''3 is a gy the original 'Mb • . 00. day Of `J Lam Nrv'�nr DI bilc State of Florida ® , Estee unr nun DD510584 Expve:, 03/28/2010 1111111111111111111111111111111111111111 11111 C it H 2007F00288852 OR Sk 25466 Ps 3167; (fps) RECORDED 03/21/21307 09:50:34 HARVEY RUVIHr CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE Address: ° /C) (COs() t 3. 2 t O \ t got-es r- - L. 3513" NOTICE OF VIOLATION UNSAFE STRUCTURES Date: October 30, 2006 Certified Return Receipt # 7005 0390 0003 8149 7721 Alessandra Franchini 249 N.E. 97 Street Miami Shores, F133138 Case Number: RC -10 -06 -2692 Legal: Miami Shores Sec. 1 AMD PB 10 - Lots 17 & 18 BLK 31 Folio Number: 11- 3206 - 013 -4260 Building Official's Order: Unsafe Structure due to Fire Damage The above described structure has been inspected by this department and found to be unsafe as defined in the provisions of Chapter Eight of the Miami -Dade County Ordinance and Village of Miami Shores, Code of Ordinances Section 12- 257.(2). In accordance with the provisions of Chapter Eight of the Miami -Dade County Ordinance, you are directed to correct the violations as ordered by the Building Official. Unless there is compliance with the Building Officials order, or an appeal is filed, a public hearing before the Unsafe Structure Board will be initiated by the Building Official after the time of compliance has expired, or the Building Official order will be enforced in accordance with the provisions of Chapter Eight of the Miami -Dade County Ordinance without further notice to you. Appeals based on personal or economic hardship will not be considered proper unless the appellant also states wherein the Building Official is believed to be in error. The appeal must be received by the Building Official no later than (15) days from the date of mailing this notice. No work or demolition can be performed without obtaining the correct permit(s) through the Miami Shores Building Department. Such time not to exceed ten (10) days to secure an open structure to the reasonable satisfaction of the Building Official, ninety (90) days to obtain permits to repair the structure and one hundred and twenty (120) days to bring it into compliance with the Building Code. By the provisions of Chapter Eight of the Miami -Dade County Ordinance, you are responsible for all enforcement costs, including appellate processing costs incurred by Miami Shores. Thy; w4 e subj to a lien for those costs if payment is not mad p requ Cla dio Grande CBO uilding Official 1 r1 ru N N 0 -. r9 m m u1 O i� N nsyrance overage Provided For de 11(e'ry info ati our websi� t w„wwusps com3i,* • Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees $4. (4 Postmark Here nSt (1 110119' Certified Mali Provides: • A mailing receipt • A unique identifier for your mallplece • A record of delivery kept by the Postal Service for two years Important Reminders: • Certified Mali may ONLY be combined with First -Class Mail® or Priority Mall®. • Certified Mains not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mall. For valuables, please consider Insured or 1p Registered Mall. p • For additional ReturReceipt Return ser vic e pleas and Bch a R Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mallptece Retum Receipt Requested°. To receive a fee waiver for a duplicate retum receipt, a USPS® postmark on your Certified Mall receipt is required. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized a ent. Advise the cjerk or mark the mailpiece with the endorsement Rests eliverr • If a postmark on the Certified Mall receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mall receipt is not needed, detach and affix label wtth,postage and mail. IMPORTANT: Save this receipt and present It when making an Inquiry. Internet access to delivery information Is not available on mall addressed to APOs and FPOs. (seseneH) 3o03 eunr'00se 1010 sd UNITED STATES POSTAL SERVICE • Sender. Please print your name, address, and ZIP +4 in this box • MIAMI SHORES VILLAGS 10050 N. E. 2nd AVENUE MIAMI SHORES, FL 33138 IZCIO-C6 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete Item 4 If Restricted Delivery is desired. • Print your name and address on the reverse so that we can retum the card to you. • Attach this card to the back of the mallplece, or on the front if space permits. 1. Article Addressed to: 2. Article Number (Transfer ham service label) Alessandra Franchini 249 N.E 97th Street Miami Shores, Fl 33138 First-Class Mall Postage & Fees Paid USPS Permit No. G-10 COMPLETE THIS SECTION ON DELIVERY A �� l a Agerd ��` i >, `� ■` Addressee B. Recelv (Printed Name) Cam• of Delivery D. Is delivery address different from Iteril 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type Certified Mall 0 Express Man Registered 0 Return Receipt for Merchandise 0 Insured Mall 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 7005 0390 0003 8149 7721 PS Form 3811, February 2004 Domestic Retum Receipt 102595-02-M-1540 Claudio Grande From: Kevin Lystad [Kevin.Lystad @mspd.org] Sent: Monday, October 30, 2006 9:30 AM To: Claudio Grande Subject: FYI -House Fire Claudio, Just a quick FYI. 06008144 HOUSE FIRE 10/28/06 249 NE 97 ST FRANCHINI I WAS DISPATCHED TO THE ABOVE LOCATION IN REFERENCE TO A HOUSE FIRE. UPON ARRIVAL AT THE SCENE THIS OFFICER NOTICED HEAVY SMOKE COMING FROM SEVERAL SECTIONS OF THE ROOF. MIAMI - DADE FIRE RESCUE HAD ALREADY TAKEN AN ARRIVAL AND HAD BEGUN SETTING UP THEIR EQUIPMENT ALONG WITH GETTING THEMSELVES READY TO MAKE AN ENTRY INSIDE THE HOUSE. THIS OFFICER ALONG WITH BACK -UP OFFICERS SET UP CRIME SCENE TAPE AROUND THE HOME SECURING THE SCENE FOR THE MIAMI -DADE FIRE RESCUE. EVERYONE AROUND THE AREA WAS ASKED TO CLEAR THE BLOCK TO PREVENT ANY SMOKE INHALATION. RESCUE 30, UNDER THE COMMAND OF LT. SHERILL (ALARM # 6207648), TREATED AND SECURED EVERYONE INSIDE THE HOME. HOME OWNER, MS. FRANCHINI, STATED THAT THE FIRE HAD STARTED AFTER HER HANDY MAN, MR. SALGASTIZADO, WAS LAYING OUT TAR ON THE ROOF TO PATCH UP SEVERAL LEAKS Sincerely, Kevin Lystad Chief of Police Miami Shores Police Department Kevin.Lystad @mspd.org This email message and any attachments are for the sole use of the intended recipients and may contain proprietary and /or confidential information which may be privileged or otherwise protected from disclosure. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipients, please contact the sender by reply email and destroy the original message and any copies of the message as well as any attachments to the original message. 1 Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC • 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2314 Lot Size: 11,500 SQ FT Year Buift: 1958 Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 17 & 18 BLK 31 LOT SIZE 100.000 X 115 OR 21086-2662 02 2003 1 Year 2006 2005 Land Value: $315,905 $242,823 Building Value: $208,516 $179,496 Market Value: $524,421 $422,319 Assessed Value: $355,893 $345,528 Homestead $25,000 $25,000 Exemption: Total Exemptions: $25,000 $25,000 Taxable Value: $330,893 $320,528 Folio No.: 11-3206-013-4260 Property: 249 NE 97 ST Mailing Address: ALESSANDRA FRANCHINI & MARIA GRAZIA GUERRA 249 NE 97 ST MIAMI SHORES FL 33138-2403 Miami-Dade My Home Text only My Home Show Me: Property Information Search By: Select Item - Property Appraiser Tax Estimator Summary Details: Property Information: Sale Information: Sale 0/R: Sale Date: Sale Amount: 21086-2662 2/2003 $335,000 Assessment Information: Digital Orthophotography - 2006 4 1t ct 6;1 n We appreciate your feedback, please take a minute to complete our survey. 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Page 1 of 2 http://gisims2 miamidade.gov/myhome/propmap.asp 10/30/2006 ' CopoiAae 2 0 ( - NE 1 v( to o o ro "r( DAnTAee '2 c t 6 3:15 to 2 2 o d LO 50 ©40 •• �� 9, -(r),Aete #2_4ci t4 9 10 0 c Inspection Date: 07/12/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: Buildin De artment Comments Friday, July 13, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 (:)C0 • o:42_, Block: Permit Type: Residential Construction Inspection Type: Final Work Classification: Kitchen Cabinets Phone Number 305/759-8943 Parcel Number 1132060134260 Lot: Page 1 of 2 JUL 1 2 AV Passed hispector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Inspection Date: 07/12/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: Buildin De artment Comments Friday, July 13, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 (:)C0 • o:42_, Block: Permit Type: Residential Construction Inspection Type: Final Work Classification: Kitchen Cabinets Phone Number 305/759-8943 Parcel Number 1132060134260 Lot: Page 1 of 2 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Build'ng I spection Request Date j v7 Type lnsp'n rI 14L Permit No. Kv 0' j 4Q Name Address zA 1 i4E 3t Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Owner Information ALESSANDRA FRANCHINI Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 249 NE 97 Street Miami Shores Village, FL 33138- .._. __ Address Contractor(s) HOME OWNER Phone Cell Phone Approved: N/A Comments: Date Approved: : N/A Date Denied: Type of Construction: kitchen cabinets Stories: NA Front Setback: NA Left Setback: NA Bedrooms: NA Plans Submitted: Yes Certificate Date: Bond Retum : Occupancy: Single Family Exterior: NA Rear Setback: NA Right Setback: NA Bathrooms: NA Certificate Status: Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $144.00 $3.00 $3.60 $154.60 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Tuesday, July 10, 2007 Permit Issue Date: 7/10/2007 Permit NO. RC -7 -07 -1401 Permit Type: Residential Construction Work Classification: Kitchen Cabinets Permit Status: APPROVED Expiration: 01/06/2008 Parcel Number 1132060134260 Block: Lot 249 NE 97 ST MIAMI SHORES FL 33138 Phone 3051759 -8943 Valuation: Total Sq Feet: Total I Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: 4u Sci 0,c) - TID Applicant ........._ __ ....._ .................._...... ALESSANDRA FRANCHINI Available Inspections: July 10, 2007 Date Cell $ 4,800.00 0 Framing Drywall Insulation Final Inspection Type: 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. 1 BUILDING ! ms Permit No. /l — /O PERMIT APPLICATION Master Permit No.gn r2.2- FBC 2004 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138. Tel: (305) 795.2204 Fax: (305) 756.8972 t➢i■■d•pr leisitaissria Roofing Owner's Name (Fee Simple Titleholder) A C4I/Dgf1 flef1Wlfai Phone # Owner's Address 2� / A/ Cit /9 /An S°H ®fees State Tenant/Lessee Name Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City State Qualifier Name Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ 0 DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Zip .fig / .�d 7 Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Zip Phone # State Certificate or Registration No. Certificate of Competency No. Phone # 3o• ;CPS 3 Irgammoii IR JUL 0 5 2007 BY: _C' Square / Linear. Footage Of Work: Type of Work: DA dition teration ON w ,Repair/Replace 0 Demolition Describe Work: . TC / / r (4./.e ' ez� .4 to /2../. 'e . .1 "ite- 0 ' �% I'lL� ''A_. l�i ********* ** *** *** * * ** ** * * * * * * ** * * ** *** *F s * * * * * * *�r, *,r * **** * * * * * *,r * ** * * **** *,� * ** ` * ***** CCF $ ° CO CO /CC Technology Fee $ <CO Zoning $ 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 ghat all work will lid 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 Ak IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job' site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this 5 The foregoing ins II ent was acknowledged before me this day of 2OQ , by 011 e akiVA f rr ckU dAtV4l , day of , - 0 , by who is personally known tome or who has produced who is personally known to . - or who has produced Oftlx.r.S U E1s ire tification and who did take an oath. as identificati and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print My Conunission Expires: APPLICATION APPROVED BY: (Revised 02/08!06) Signs e Sign: Print•. My Commission Expires: Ve7 Contractor Plans Examiner Engineer Zoning 2(lD Re 0� VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: AQ,ESS}k 462401 NCk-11 e • DATE: 5 10 ADDRESS: 2- f E `?P' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 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 or 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 Initial AT 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 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 7 , 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 AI- 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. 6. I understand that if I compensate any person or company for work performed they are required 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. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen'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. By Mess auk Fr aaki Ai Initial ,A- Initial Initial A T 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this 5' day of (fQ - , 200) Af who was personally known to me or who has Produced there License or n b_D, L Ira (t C�VLS� as identification. pia OWNER NOTARY 'ublic State of Florida r . Estep ea fry 1, C 00510584 or Cxpf:nv'.0312912010 PERMIT #:g1,0-1-14)! Miami Shores Village ' APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE STATE AND COUNTY WO/ Ill ill ' / TH ALL ED RAL RULES AND REGULATIONS •• • • • • ••• • •••• • • •••• • • ••1••41 • •• • • • ••• • • • •••• e • •••• • • • •• • • • • • ••• • •••• • • •••• • •• • • • • )•Icargoymi JUL 0 5 2001 Li BY: age. • 1 •. .• • . • . • . •.. .• • . • •• • ••.•• • • • • • • •••• • • • • r I• • • • • • • • • • ••• • • • • ••• • ••. •• • • • • •• • ▪ •• • •• • • • t • • ;: • • R 2 (4 q t cZ Tit it -)44Parh i Share, 33 1'x$' 9 7: 3 '42 E g 0 4\ 1 t 0 q 1 DEMO OF AREAS DAMAGED BY FIRE 1114 1 9 2001 ‘26( ( -e* Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/18/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ALL STATE CONTRACTORS LLC Building Department Comments Friday, June 15, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number 305/7594943 Parcel Number 1132060134260 Lot: Page 1 of 2 Permit Type: Demolition Work Classification: Building Job Address: 249 97 Street NE Additional Information Miami Shores Village, FL Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Issue Date: 3/5/2007 Expires: 09/01/2007 Owner's Name: ALESSANDRA FRANCHINI Contractor(s) ALL STATE CONTRACTORS LLC Phone Primary Contractor Yes 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 Permit Status: APPROVED Permit Number: DEMO -2 -07 -364 Phone: 305/759 -8943 Parcel #: 1132060134260 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 1,000.00 Required Inspections Final Fees Due Amount CCF $0.60 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $100.00 Technology Fee $2.50 Total: $108.30 Invoice Number DEMO - 3 - 07 - 27739 Total: Amt Due $108.30 0 5 PAIP Cs_ vkSk 5� DPI Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county . AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 2-4 F WE, 5' 44 Cit 0// J/ SftO/ZES State FL. Tenant/Lessee Name Job Address (where the work is being done) City FOLIO / PARCEL # a// Electrical Miami Shores Village County Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 "7� Tell /56.8972 FEB 2 6 2007 BY: Miami -Dade Ls Building Historically Designated YES NO Contractor's Company Name actc( Orb ``G\w S Contractor's Address �`A 7 , Q1 ( A City t � State Qualifier Name �ar ® �` C State Certificate or Registration No. C . 42 * ( \ Value of Work For this Permit $ Type of Work: Add; Describe Work: Master Permit No. RC. Co- 4 S7 Plumbing Mechanical Roofing AU Iff NO / �U J Phone # -� ©s 459' 7 `2 'f ) dos 79339y i3 /0 Zip Phone # Zip Phone # aS o r O -"LEO/ Permit No. NM 1 Phone # r= 9)o / K Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Submittal Fee $ if Permit Fee $ /6 0 CCF $ i 6 0 CO /CC Notary $ 3 . CO Training/Education Fee $ ' b Technology Fee $ 2.5b Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ /0 '3 , 3 0 See Reverse side -+ AAR 0 5 PAID CC \1 . STIVI Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature • Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signature NOTARY PUBLIC: Owner or Agent Contractor The foregoing instrument was acknowledged before me this 5 The foregoing instrument was acknowledged before me this Z 6 day ofY(� , 20 e by Af 55240/ I�,/2& gi1 day of F , 20 61 by MA 6 C //g ((.1 J , who is rsonally known t e or who has produced who is personally known to me or who has produced /7 - 9PtAf''3' — As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: * * * * * * * * * * * * * * * * * * * * * * * * * * ** y- "`****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sign: Print: My Commission * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Date Monday, March 5, 2007 03/05/2007 Credit Card Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: DEMO -2 -07 -364 Invoice Number: DEMO -3 -07 -27739 Applicant: ALESSANDRA FRANCHINI Company Name: Owner Address: 249 NE 97 ST MIAMI SHORES, FL 33138 Job Address: 249 97 Street NE Miami Shores Village, FL Payment Type Check Number Amount $108.30 Change $0.00 Total Payment: $108.30 Page 1 of 1 new tile roof 4 201 cQ Passed 1 3 Inspector Comments b L CD1If ItiACICO -� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/13/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ENVIROTECH ROOFING INC Building Department Comments Tuesday, June 12, 2007 Inspection Worksheet Miami Shores Village 26 Ca 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 786 -251 -5691 Page 2 of 2 TEST LOCATION UPUFT PULL TEST ST LOCATIOA UPLIFT PULL TEST TEST LOCATIO! UPLIFT PULL TEST TEST LOCATIOA UPLIFT PULL TEST 'EST LOCATIOT UPLIFT PULL TEST TEST LOCATIOA UPUFT PULL TEST 1 0 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 12 5 30 55 80 105 30 6 31 .6 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 10 134 C 0 ° 35 60 85 10 135 11 36 61 111 136 12 37 62 8 112 137 13 38 63 88 113 138 14` 39 64 8 114 139 15 40 65 90 115 140 16 41 66 91 6 141 17 42 67 92 11 142 18 43 68 93 118 143 19 44 69 94 119 144 20 45 0 95 120 145 21 46 71 96 121 6 22 47 111 72 97 122 147 . 23 24 48 1E27' 73 98 123 148 74 99 124 149 25 1Pv.0 75 100 125 150 ` -1 A-1 CONSULTING ENGINEERS, INC N �"� -� '' ROOF STRUCTURES CONSULTING ' ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 Owner's Name: Remberto Contreras P.E P.E. # 21522 A -1 CONSULTING E ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Job Address: y 9 4/ 973 7 - Roofing Contractor: —mod /2 ' 2V t,1a"1 Type of Tile /a—CO / Date installed: Approximate Roof Height: / feet Roof Pitch: 3/i 2 " Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: 3 ft 2 Required Testing Force 5 lbs. Testing Equipment: EG.E. 100 Date Tested: /74 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: �. / 4 Lab. Certification # 01- 1224 -05 ERS, INC. SITE SPECIFIC INFORMATION Permit #: 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 Type of access to Root Scaffold A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS Owner's Name: Job Address: I 1 N 3T Roofing Contractor o-v t.'c-tn ao o Type of Tile: A 140. Q Approximate Roof Height 1 feet Roof Pitch: 3 - Approximate Square Footage of Root 3 ft 2 Required Testing Force: 35 Ibs Date Tested G ®K- Ladder. Number of Tests: SKETCH OF ROOF /0 4383 S.W. 70 Court • MIAMI, FL • 33155 TRT VP A V. f 2A \ 7411 065n Permit #: Date Installed: Other REVISED T e- DATE - }-O� ST. LOCAA• UPUFT PULL TEST . LOCATIO UPUFT PULL TEST ST LOCATI UPUFT PULL TEST ST LOCATIO UPLIFT PULL TEST ST LOCATIO UPLIFT PULL TEST 1 ST LOCATI • UPLIFT. PULL TEST 1 - 51 76 101 126 2 27 '", 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 12• i 5 30 55 80 105 ,7 30 6 31 6 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 10 •, 134 :10 . '.-- 35 60 85 135 11 , r 36 61 86 111 136 12 37 62 8 112 137 13 38 63 88 . I0 113 138 14 39 64 89 114 139 15 40 65 90 115 140 16 41 66 91 6 141 17 42 67 92 11 142 18 43 68 93 118 143 19 44 69 94 119 144 20 45 0 95 120 145 22 47 72 97 122 147 23 48 73 98 123 148 149 kh,_ �� 24 _ 25 � 74 75 99 100 124 125 150 4 -frrzWMeg rte; ` A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING Owner's Name: ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Job Address: 2 l/ 9 Roofing Contractor: , ewe �y i ; ? 7 C ,, � ' Type of Tile: g= 1- / 72-'.—C Date installed: Approximate Roof Height: ''' feet Roof Pitch: 3 Type of Access to Roof: - Scaffolds Ladder Other Approximate Square Footage of Roof: ft 2 Required Testing Force: ,35 lbs. Testing Equipment: F.G.E.100 Date Tested: A s ' , IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAL TY CONTROL TEST. THIS TAS TEST I4ASA BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPOR1 SUBMITTED BY, n Remberto Contyerrs RE.. P.E. #21522 , ; A -1 CONSULTING EN(a1 Lab. Certification # 01- 124 -05 ER$, INC. ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Permit #: 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 - 9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498- 9804 • A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS Owner's Name: Job Address: 4 441 NE `) - 4- 3T Roofing Contractor. Eovio -otQ-c..L k0 7 � Type of Tile: A «05 . Date Installed: Roof Pitch: Approximate Roof Height 1)- feet Type of access to Roof: Scaffold Approximate Square Footage of Root 3 Required Testing Force: 35 Ibs Date Tested G- 3 - ®r. ®1L ft 2 Ladder. Number of Tests: SKETCH OF ROOF /0 4383 S.W. 70 Court • MIAMI, F L • 33155 - '7TT 1 A Y• rang) 7M A55() Permit #: 3 - /? Other REVISED e DATE G - -off new tile roof JUN 0 1 2001 Passed Inspector Comments Roof has been completed without inspection . No ladder left on job or roofing permit available. 6/1/07 CG. Failed I I Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/01/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ENVIROTECH ROOFING INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 786- 251 -5691 Friday, June 1, 2007 Page 1 of 2 new tile roof 0 1 4: Ittl )' Passed I Inspector Comments CREATED AS REINSPECTION FOR INSP- 51114. CREATED AS REINSPECTION FOR INSP - 44032. Roof has been completed without inspection. No ladder left on job or roofing permit available. 6/1/07 CG. TILE INSTALLED ALREADY NEED UPLIFT TEST JR06/0507 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/13/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ENVIROTECH ROOFING INC Building Department Comments Tuesday, June 12, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: -P fro% Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 786 -251 -5691 Page 1 of 2 new tile roof JUN 062007 Passed Inspector Comments CREATED AS REINSPECTION completed without available. 6/1/07 Q� k 1 Nag FOR INSP - 44032. Roof has been inspection. No ladder left on job or roofing permit CG. X-4.7s cag I lk i r.1 Failed 0 P L. FY `r Ste' ,�_ n e 0 e, 7 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/05/2007 Inspector: Rodriguez, Jorge Owner: FRANCHINI, ALESSANDRA Job Address: 24997 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ENVIROTECH ROOFING INC Building Department Comments Monday, June 4, 2007 Inspection Worksheet Miami Shores Village A k e 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 786 -251 -5691 Page 2 of 2 new the roof Infractio Passed Comments TIN CAP SPACEING False APR 042fl7 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/03/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ENVIROTECH ROOFING INC Building Department Comments Monday, April 2, 2007 Inspection Worksheet Miami Shores Village _ 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 786 -251 -5691 Page 1 of 2 new tile roof i APR 0 4 2007 Passed Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 04/04/2007 Inspector: Grande, Claudio Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ENVIROTECH ROOFING INC Building Department Comments Tuesday, April 3, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL aCi cr Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - Repair Phone Number 305/759-8943 Parcel Number 1132060134260 Lot: Phone: 786-251-5691 Page 2 of 2 'Bill To ALESSANDRA FRANCHINI 249 NE 97 ST MIAMI SHORES, FL 33138 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 06/01/2007 Reinspection Fee Tuesday, June 12, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: 305 795 -2204 Fax: 305 756 -8972 Invoice Number: RF-6 -07 -28684 Invoice Date: June 01, 2007 Permit Number: RF-3 -07-572 ................. Fee Type Fixed Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 06/12/2007 Check 3484 $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 matamtiesaxe 249 NE 97 Street Miami Shores Village, FL 33138- 1132060134260 Block: Lot ALESSANDRA FRANCHINI Contractor(s) ENVIROTECH ROOFING INC Phone 786 -251 -5691 Cell Phone Type of Work: New Roof Additional Info: color thru Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $5.00 $250.00 $6.00 $6.25 $272.05 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Sit AP PROVE L Expiration: 09/25/2007 Parcel Number Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due APR 0 2 PAID OJA or1:7o Applicant Valuation: Total Sq Feet March 29, 2007 Date $ 6,000.00 574 Available Inspections : Final Roof Tile In Progress Tin Cap Hot Mop Up Lift Report Inspection Type: Thursday, March 29, 2007 1 BUILDING PERMIT APPLICATION kft FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical \ Roofing Owner's Name (Fee Simple Titleholder) A I" S.S f A40/209 9 y"F-49/UCHMJ4 hone # Cr" she' 9 f 2 3F4 j Owner's Address zo r WE - ' City 17(09/i / S//O/ZES State �L Tenant/Lessee Name i i9 Job Address (where the work is being done) 2L \ �'1�5 Z , City Miami Shores Village County Miami -Dade Zip "3 \ c e::• FOLIO / PARCEL # ��_�L — d'\ ... LAN,-2.■t Is Building Historically Designated YES NO Contractor's Company Name Contractor's AddressTh�S c2 1% .* SNC.LN� City \\ State(,_. Qualifier Name 'may` �.Z State Certificate or Registration No. (s Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ '')' Type of Work: ❑Addition ['Alteration Describe Work: ' .. - SZS Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Certificate of Competency No. Zip 33 /2d' inear Footage Of Work: ❑ Repair/Replace Master Permit No.(0°"2GC1■ Phone #r Z.tt °1 % Zip �\":4. Phone # -' `1 4 57 L i ******* * * * * ** * * * * * * * * * * * * * * * * * * * * * **** Fe * * * * * * * * * * * * ** * * * * ** * * * * *,* * ** See Reverse side -+ ❑ Demolition LIAR 2 3 2007 13 Y: Phone # Submittal Fee $ Permit Fee $ ' L;+ e CCF $ J0 CO /CC Notary $ J. Training/Education Fee $ ' T90 Technology Fee $ (o 1�) . Scanning $ ro•co Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Z72, • 05 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 one in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. NOTARY PUBLIC: Sign: Print: My Commission Expires: * ** **** *** * * * * * * *** * ** * APPLICATION APPROVED BY: (Revised 02/08/06) • .tiCA►� ..: 1 S - %A bSI tets Owner or Agent The foregoing instrument was acknowledged before me this & The foregoing instrument was acknowledged before me this day of fiih , 20 0 i by A Ie ries tie4 i 'it , day of , 20 , by l who is personally known to me or who has produced �0 a wiz/6 who is personally known to me or who has produced LJL As identification and who did take an oath. as identification an l ho did take an oath. NOTARY PUBLIC: eoa e a a e , m p j'' , 76 d c4,:1 ., ;, ' E; 87, n p d' 0 47008 sep• C Sign: 1 Print: My Commission Expires: *************** ************************* ***** ** ** ********* ** ***:4** Plans Examiner Engineer Zoning sEgnoti 154 - Zt:INE43 REQUIRED S NOTIFICATIOWFOR ROOF!_ CONSIDERATIONS F „ I is the r tithe to provide the owner with the to t the r & The movisionla of - pter 15 of govern the warainum requirements and stsuridaniser the " , • for roofing ih be addressed as part orthe anent between the NW in the adlecent boar incricates that the item has been explained. The worimensidp prouladarts 15 (Keh Veer Hurricane Zone) are for of provkleg that rte the wind and' � water intrusion perienence ) issues ate not a mor o respect to workmanship per- Aestherac issues met as color or =Medira] appearance, t .are not part of a zoning code, should be addressed as pmt titer agreement between the Gamer and the ? Reneging Wood Deck= When naplinkig moths, the madam wood roof deck may have to be tenailea in accords t the current - of Chapter 16 (i-gt Veloi► Htudaane Zones) of the Florida Building Code. (The roof dedc is b removing the eededing r )- 9 `' •e Mb are those 'i ! have no vistlft deffneallon lae(tnreen neighboring " condominiums. elm). boildIngs wait common rooms the:rosigrag coned or i oWer shoal ne1 the occupants of adjacent urns ads roofing work to be •' • • 15241 As , required n�ra the Figur a t iu , owner ( 4 - the undefdliVor the roar dect. �e yiewed from below_ The way wish to rimhdain the archnectinal appgatailye, thtfrofdqe, roaring rfai1 peneeditas of the of The decking may not be acceptable. The Rome &Eau§ Cbtle pmt ie oon of maintaining this appearance. - - • • .. •• .• •• • _C% _ The tit root system andfoo deck of the be tTcj May not drain welt any water cause to pond {a in lapwing areas of the ram Paneling cats be 'an ink of Sitderbtal distress and may mute the or a pm . :P mar shorten:P e tre and minimum of the new roaring system Ponirang coundlians tnayenot be evic ern TM the orioirlat maim' spin is removed. Pointing conditions should be • • • 3- Overflow scuppers ( it is required that rainwater thaw off so that the roof is not UtieliOaded art a 1;/ ' up of water. Perimetededge weal or other roof eedensions mai block this discharge if overflow not - be necessary in instal overate, scuppers in accordance_ the Fkeida :ti Code, Piumbin& /n c ., T. on PAost roof to vent natural airflow through the interior of file slnictural assert* (the buitftg Tire externs amount o€ sea venWardon shall not be reduced_ tt may be bbl to _uI which can remain extenrrmg doe v a r We of the roof_ ;? I - Owner's/Agents Skjnakire Date Mia APPROVED ZONING DEPT BLDG DEPT f ' SUBJECT TO COMPLWN • WITH ALL ' DERAL Shores Village BY DATE as MAR 2 3 2007 B ......... STATE AND COUNT' RULES AND REGULATIONS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES O Low Slope 0 Asphaltic Shingles Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name /11� — fit '�'� O`11t \ J Job Address �� \� �-= ROOF CATEGORY 0 Mechanically Fastened The 0 Metal Panel/Shingles - El Mortar /Adhesive Set Tile 0 Wood Shingles/Shakes 0 Prescriptive BUR -RAS 150 ROOF TYPE '1,141ew Roof 0 Reroofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) SoiNk Steep Sloped Roof Area (SF) Section B (Roof Plan) • Total (SF) . • • • • • •g 14 • • • • •• •• • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflown scuppers oneltaiprflowt0gaify5. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locetiotrof Parapets. • • • • .• •• • • •. •• 1 •• +s•• _• • leg .• • • • ••• • • • • • • • • • .• IS • • • • • • • •• Roof System Manufacture Notice of Acceptance Nur be€ 114inimucri Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 4/ 5 P2: 5". ✓ P3: 1 Maximum Design Pressure (From the Product Approval Specific System): ,/� �ieAL xpr.0 - /6 01 \ Type Underlayment Roof : Slope : ;21 insulation: i Ridge Venti atinn • Mean Roof Height Florida Building Code.Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section i? (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: V 1 c.> 5/2 /il a, a •••• • • • • •••• • • • • . •• • • • • • • • • •• •• • ••••••• • • • • • • s • Fire Barrier I • • '' • • •• • ••• • • • `,\ Fastener Type & Spacing: Ai s x."-4 : s ` Adhesive Type: j / � s 4 AA/ 7 p /7 ; \ Type Cap Sheet 1 1.1,q0 if{ilser'A / . Roof Covering: •\ Type & Size Drip `\Edge: - •• •• NNE t � • gAuge- Ve.dr d l _� M required Moment Resistance! Mum Roof Height -•• Road Slope 4 15' 20' 25' 40' 212 34.4 38.5 38.2 39.7 422 3:12 32.2 34.4 38.0 37.4 39.8 4:12 38.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 512 26.4 28.0 29.4 30.5 32.4 •••• 7:12 24.4 25.9 27.1 28.2 • . • • : 30.0 • Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) ROOF ASSEMBLIES AND ROOFT6P STRUCTURES PorMom nt based tUe systems, chasm either Method 1 or 2. Compare the values for M with the values from Mr If the Mfvalues are gteaus than or equal to the M values, for each area of the roof, then the rile Madonna method is acceptable. Method 1 "Moment Based Tile Calcnladons Per RAS 127° (1*1 5 xA=� '\=��•' / .?)- X5345 =M \ Product Approval M u\ xA' o• -Mg ' M -. Ptndrax Approval MfAreC 6 (P\\ x 74 .727.:\:\ M - \ Product Approval M f b\er.S Method 2 "Shoplifted Tile Cat rots Per Table Below" Requited Mrmem of R (Mr) From "bide Below Product Approval M fbb " •• •• *Matt be used in Mien with a list of moment based tile systems end by the Btowaad County Board of Rules andAppeals. • ForUplft based tile systems use Method 3. Compated the yokes fmF end) the vahms for FrIf the F'Valuesata peaterdiao w ltotheFrplues. • • • • • •••• • •• for each area of the roof, then the the attachment method is ask. Method 3 Moment Based Tile Call:Mations Per RAS 127" • • •• •• (Pt: x L = x w: _ - w x cos B = F Product Approval F' i'•zri • • (P2: X L = X w: = ) - W: x cos 0 = Fa Product Approval F'i • i (P3: x L x w = ) - w: x cos 0 = F3 Product Approval h?: • • • •••• • • •••• Where to Obtain information . • • ••• • Description Design Pxessure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Mom due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions P1or P2or P3 H 8 mg Mir Ma w L =length W = width Where to find RAS 127 lbble 1 or by an eagimeering analysis pry by PE based on ASC6' Job Site Job Site Product Approval Product Approval Product Approval Calculated Product Approval Calculated Product Approval Product Approval All calculations must be submitted to the milling official at the time of permit application. • • • • •••• • • • • ••• • • • •••• • • • •• •• •••• •••• • • • • • MIAMIO BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6645 NW 77 Avenue Miami, FL 33166 DESCRIPTION: Altai "S" Clay Roof Tile MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction m afr jals. 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 (AID). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Huaxicane Zone of the Florida Building Code. • • •••• • • • •. • • • • •- • • .• • .• • • ••••,t• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, eiiy. state and, • • following statement "Miami Dade County Product Control Approved", unless otherwise notuad •herein. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and • ;fetus beekat change in the applicable building code negatively affecting the performance of this products • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change iA the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eft of any • • • product, for sales, advertising or any other purposes shall automatically terminate this NOA.'PailMite to col7aRly; with any section of this NOA shall be cause for termination and removal of NOA. • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises #02- 1115.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Jorge Acebo. NOA No.: 05- 0901.06 Expiration Date: 12/16/07 Approval Date: 17/08/05 Page 1 of 7 • • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Altusa One Piece `S' Tile Trim Pieces Cliip Clip The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, Inc. Roofing Roofing Tiles Clay 1. SCOPE This renews roofing system :icing Altusa One Piece S' Clay Roof Tiles, as mangy by Clay Forever, LLC. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listen in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Maniac by Disiens1ons L= 18 W =10.5" 1/2" thick nominal 3.25" high Length: varies Width: varies varying thickness L = 6" D = 0.125" L&h =2" W = �„ 0.05" thick Test &sago§ TAS 112 2.1 SUBMITTED EVIDENCE: Testes Test Identifier The Center for Applied 94-083 Engineering, Inc. 94-084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 CLF-003 -02-01 Product High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2-1/2" TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations... Manufactured for each tile le profi. '.... PA 114 The clip ' PA 114 L Shaped tile clip Test Name/Renmrt PA 102(A) PA 102 .. • • • • . • .. 0 41 • .... ..•• PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing Feb. 1995 PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain Oct. 1994 PA 100 • • .. • • • • .. • • • .. .. .. .. ....G. • • • • .•.• Static Uplift Testing • • • • .etpril 1994 • May 2000 October 2001 NOA No.: 05- 0901.06 Expiration Date: 12/16107 Approval Date: 12/08105 Page 2 of 7 Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS T ,I 7161 -03; Appendix HE 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evahuation Calculations Evaluation Calculations Test Name/Renort PA102 Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 • • • • • •. • Rik Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 •. • • • • • • • • • • • •. 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall •14 performed ih accordance with RAS 106. •• • • • • •' • • • • 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboiato y to peiform • quarterly test in accordance with TAS 112, appendix 'A'. Such testing shill subn itlae re • • the Building Code Compliance Office for review. • 3.4 Minimum underlayment shall be in compliance with the applicable RoQfmn 4pplicatdoAs Standards listed section 4.1 herein. ' •••• 3.5 30/90 hot mopped underlayment applications may be installed perpendiculanto'the roof slope • unless stated otherwise by the underlayment material manufacturers published literature. ' • • 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 'Altasa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 05 -0901.06 Expiration Date: 12/16/07 Approval Date: 12/08/05 Page 3 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Nairn Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Altusa 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 : .•. 19.4 •••• 1 -10d Smooth or Screw Shank Nail 5.1 6.8 " ••11 • 2.8.• . • • • • • • • 2 -10d Smooth or Screw Shank Nails 6.9 92 • •' •' • •' • 7.3 • • • • • . • • • • 1 .#8 Screw 28.7 28.7 '• N/A' • • 26.8.' • �" 218 Screws 58.2 58.2 '' 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 • 23.1 •" 19.0 `� ' • • • 1 -10d Smooth or Screw Shank Nall (Eave Clip) 29.3 29.3 - • • . 24.0• • .. • • 2 -1 Od Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 - d - 38.6 - - • 2 -10d Smooth or Screw Shank Nails (Eave alp) 38.1 38.1 41.8 1 Screw with Altusa Clip (See clip details) Altusa 'V Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa "S" Tile' 1 Screw with clip (at the water course of tile) 35.2 352 N/A 1. Screw must be Installed In the hrside nail hole located nearest to the hump of the tile. Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length-I (ft) Width -w (ft) Altusa 'S' Tile 6.9 1.52 0.875 The Profile Altusa 'S' The Table 3: Restoring Moments due to Gravity - Ms (ft-ibf 3 °:12° or less Battens Direct Deck 4 °:12° Battens Direct Deck 5 °:12° Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.18 6 °:12° Battens Direct Deck 5.03 4.20 7°:12° or greater Battens Direct Deck 4.08 4.89 NOA No.: 05-0901.06 Expiration Date: 12/16/07 Approval Date: 12(08/05 Page 4 of 7 • • • • • • • • • • • • . • • • • • • • • Table 2: Aerodynamic Multipliers -1 (ft Tile Protole • 1(ft Batten Application X (ft Direct Deck Application Altusa 'S' Tile 0.253 0274 The Profile Altusa 'S' The Table 3: Restoring Moments due to Gravity - Ms (ft-ibf 3 °:12° or less Battens Direct Deck 4 °:12° Battens Direct Deck 5 °:12° Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.18 6 °:12° Battens Direct Deck 5.03 4.20 7°:12° or greater Battens Direct Deck 4.08 4.89 NOA No.: 05-0901.06 Expiration Date: 12/16/07 Approval Date: 12(08/05 Page 4 of 7 • • • • • • • • • • • • . • • • • • • • • Table 5A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Musa 'S' Tile Polyfoam PolyProT" 66.54 Polyfoam PolyProTm 38.r 4 Large paddy placement of 63 grams of PolyProm 5 Medium paddy placement of 24 grams of PolyProud. Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems 1110 Profile Tile Application Minimum Attachment Resistance Altusa 'S' Tile Adhesive 29.3 2 See manufactures component approval for I :ateHatton requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5B: Attachment Resistance Expressed as a Moment - Mf (f t-11 for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Altusa'S' file Mortar Set' 24.50 • f••• All tiles shall bear the imprint or identifiable marking of the manufacturer' „Aspg or logqo following statement: "Miami -Dade County Product Control Approved” 6. BUILDING PERMIT REQUIREMENTS . 5. LABELING PROFILE DRAWINGS ALTUSA 'S' CLAY Root? TILE •••• • • .. • • - • • • •.tir • •• 6.1 Application for building permit shall be accompanied by copies of the tqi ing: 6.1.1 This Notice of Acceptance. .. •.. • •.. •. • • 6.1.2 Any other documents required by the Building Official or apphiralietuilding • code in order to properly evaluate the installation of this system. • •••• • NOA No.: 054901.06 Expfration Date: 12/16(07 Approval Date: 12/08/05 Page 5of7 . � • • • • • a CUP WITH ONE (1) SCREW ATTACHED TO DECK "SPANISH S° TILE BY AL (TYP.) CLIP DETAns 2 -1P2" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE DECK CLIP • • • • • •• • • • • • • • • • • • •• •• • • • •••• •• • • • • • • • •••• • •• ▪ • • • • • • •• •• •• •• • • • • • • • • • • • •••• • • • • •••• • • • • • •••••• •• • ••• • • • • • NOA No.: 05- 0901.06 Expiration Date: 12/16/07 Approval Date: 12/08(05 Page 6 of 7 SCREW (HOLDS CLIP ONTO DECK) 'SPANS! S TILE BY ALTUSA fI"VP•) CUP PLACEMENT DETAIL CLIP DETAILS (CON'T) 2 lir OVERLAP (COVERS PIN HOLE) END OF THIS ACCEPTANCE SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE DECK 1 13/4' 314' DECK GALVANIZER, • • • MEAL CLIP • • •• •• • • • • • • • • • • • • •••• •• •• •••• • • • 21/2' SCREW • • • • • • • ••• • •• •••• • • • • • • • •• •• •• • • • • • • • • • • • • • •••• • . • • ••• • • • • • • •. • ••• • • • NOA No.: 05- 0901.06 Expiration Date: 12/16/07 Approval Date: 12/08/05 Page 7 of 7 MIA MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam:Products, Inc: 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 315 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH16O • • 0800 • • 0 • • . •• • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and.t ho has been no change in the applicable building code negatively affecting the performance of this product,.. ... .. e 0000 • 0. TERMINATION of this NOA will occur after the expiration date or if there has been a revilitm or chaji a ;n; he materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddrs@thent of a11q • • product, for sales, advertising or any other purposes shall automatically terminate this NOS. rake to comply with any section of this NOA shall be cause for termination and removal of NOA. • •••• • • • • •••• • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida: and forloaei by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 1 of 7 • • • . 0. . : . • • • _. .006.0 ..olio . . • • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category; Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test SpeciBcatlons Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A ••. • • • • • •••• • • • • Any Miami Dade County Product Control Accepted Roof Tile Assembly having a currp whit = • • • list moment resistance values with the use of Polypro AH160 roof tile adhesive. • PRODUCTS MANUFACTURED BY OTHERS: PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment •••• • • •.•• ••••.• • • •• • •. Results • • 1.6 lbsift. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% • • • • • • • •• • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • •• • • • • • •• • • • • • •• •• • •••• • • •••• ••• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 • • •.••• • • •. • • • •• • • EVIDENCE SUBMIT 'ED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1] ASTM E 84 01/16/95 Testy Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 •••• • • 520109 -6 • • 4141•• • • • • 520109 -7 • • 520191 -1 TAS 101 • :6'1/02/99 • • • • • • • � 520109 -2 -1 • LIlVIITATIONS: 0410 •• • • • • • • ••.• • • •• • • • • • • • • •• •• 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile rsseinIy for fire rating. • • • •• •••• • • • •• • ••• • • 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. • • • • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / F` W \ F = MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 0 • • • • • • Table 1: Adhesive Placement For Each Generic Tile Profile.... .. • Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two PPlc44j %yeight. per pjy Min. • • ( Fiat, Low, High Profiles #1 35 i , • High Profile (2 Piece Barrel) #1 17 /side on cap and 34/pan NIA`: ' • • • • Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® A11160 may be used with any roof the assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with tht.Placemell • Details' herein. Each generic tile profile requires the specific placement noted herein. • • • LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .... • • • • • • • 0 NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • • • 41 ... • • • • • . • . • • • • • • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • • ADHESIVE PLACEMENT DETAII. 2 SINGLE PATTY • • • •• •• • 0 • • • •..• •• • • • • • • • • •••• • •• • • • • ••••• • • • • • •• •• •• •• • • • • • • • • • •••• • • • • •••• • • • • • •• • ••• • • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE IIPMP 111,V • • • • ..1111 • • • • .11 • • . . • .. • •• •• • • • • 00 .0 • • • • • .. • 0... • .. 0000. • • • • .. •• •• •• •• • • .. • . • • • .... • • • •••• • • • .. .. • ••• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 TEMP FOR TEST ,/ JUN 0 6 2007 Passed Inspector Comments only under low voltage permit Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/04/2007 Inspector: Devaney, Michael Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: BAY LIGHTING OF MIAMI CORP Building Department Comments Friday, June 1, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 d gCoct7•° Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Construction Block: Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 305 - 303 -8301 Page 1 of 2 TEMP FOR TEST JUN 0 5 2007 Passed I Inspector Comments only under low voltage permit - 11 I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/04/2007 Inspector: Devaney, Michael Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: BAY LIGHTING OF MIAMI CORP Building Department Comments Friday, June 1, 2007 Inspection Worksheet Miami Shores Village it 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Construction Block: Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 305 - 3034301 Page 2 of 2 Inspection Date: 06/04/2007 Inspector: Devaney, Michael Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: BAY LIGHTING OF MIAMI CORP Building Department Comments Friday, June 1, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 305 - 303 -8301 Page 2 of 2 JUN 0 5 2007 Passed Inspector Comments a )--‘,/z- tp® >. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/04/2007 Inspector: Devaney, Michael Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: BAY LIGHTING OF MIAMI CORP Building Department Comments Friday, June 1, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 305 - 303 -8301 Page 2 of 2 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 249 NE 97 Street Miami Shores Village, FL 1132060134260 Block: Lot: ALESSANDRA FRANCHINI Parcel Number Contractor(s) Phone BAY LIGHTING OF MIAMI CORP 305 - 303 -8301 Cell Phone Type of Work: TEMP FOR TEST Additional Info: LOW VOLTAGE Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Construction Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $200.00 $3.00 $5.00 $208.80 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy RO Expiration: 11/26/2007 Applicant Valuation: Total Sq Feet $ 300.00 0 Available Inspections: Inspection Type: Final 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 29, 2007 Date Tuesday, May 29, 2007 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) Q / /0 TAnitailid Phone # .30S 9.Sf 9 .3 Owner's Address 20' f W 93 k 4 r a 2 a- 6 Sid e Zip .. / 8 City hi A/ 1 S /CaeS Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) State il///q Miami Shores Villa .e County Miami -Dade Zip Sg�3� FOLIO / PARCEL # Is Building Historically Designated YES NO }� e /'#///®19C ® f Fl J), Phone # &C/— 7Z 2g Contractor's Address 3 o2 Cit Kl e y 8/5C"ii4e. State C Zip 33 /4" f Qualifier Name C(IL /p_$ Rd t.e.e Z. Phone # 3Q- 3O 7 Z 2 2' State Certificate or Re istration No. 6 / 00 - 3 0?02 Certificate of Competency No. CG !r' , 7EOpO 2.9G E -MAIL: ,; Contractor's Company Name Type of Work: Describe Work: 1 {— LI `r! Architect/Engineer's Name (if applicable) ❑Addition Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 138 Tel: (305) 795.2204 Fax: (305) 756.8972 05 ig,910 ' V' Master Permit No. ? (-) 01'e 5)9k S' f Phone # Permit No. '€ iOi Phone # 7.1 MAY 5 2001 BY: Value of Work For this Permit $ OD° Square / Linear Footage Of Work: ❑Alteration CJNew Repair /Replace ❑ Demolition / O (A)a O '-iaD 7� ********* ******** *************x F eeSvx w*DetY xx Sr a xxaYx x�'!� ��lx' x Submittal Fee $ Permit Fee $ Pee 1.6 $ U.de CO /CC Training /Education Fee $ 0 .2 0 Technology Fee $ 9'00- Notary $ Scanning $ or)._ 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 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. 1 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. 1 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 PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. W YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM MENCEMENT." 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 absenc of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 7 Contractor The foregoing instrument was acknowledged before me this day of , 200) , by Ai essaniat Francine Al , day of 2007, by who is personally known to me or who has produced who is personally known to me or who has produced ,,�,, r F( D( '3 S LI Ctl1k.s identification and who did take an oath. G f /ta K'as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: war xxxxx xxxxxxxxxx x4c x xxxx APPLICATION APPROVED BY: (Revised 02/08/06) Signature Print: 2/1/1 1,614?_c Ca .549 Sign: My o iffiett,ExpiTOF FLORIDA 'd e J 4e Pt' ov cvo ha�._ Ntn' c'uhlic State of Florida 4fp , M sss n DD510584 Expi ea 03 0 tC Commission # DD456776 w.. _ SEE 18, 2009 do Bonding Co., Inc. i Plans Examiner 'o Engineer Zoning Page 1 of 2 day of �� Notary Public, of Florida at Large - My Commission Expires: BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795-220 FAX (305) 756 -8972 AFFIDAVIT FOR 30 DAY TEMPORARY ELECTRIC SERVICE (To be eaecnted by Owner and/or Tenant, Bmlding & Electrical Coaernctor) NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED It is understood that the temporary- electrical approval by the Miami Shores Village, Building & Zoning Department given in connection with the building being constructed under. Building Permit No. F6 c i 2. Electrical Permit No. at address: 2 f NC l y I / for owners: 4 CSSIJ OV Dal T09 Q/CH / LJ ) is being given only for construction purposes or for testing the following installations being made in said structure: 61/0,0.b - d�-aS Sub - paragraph 4501.3 (d) (3) of the South Florida Building Code provides for a 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, humidity control, emergency power and lighting, such as for testing or construction purposes, provided the Electrical Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner that there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called for and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary-electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Building and Zoning Department and will be disconnected if the budding concerned is occupied before lnal inspections are approved and occupancy permit obtained. 1, A t s'.S A 2 7 - % l c (i / a1> , being first dun' sworn, depose and say that I am the owner of the above described property, and that I agree that the structure covered in this agreement shall not be occupied until the building contractor has obtained ; f • royal of final inspections - 1 Je_ `J� Sworn and subscribed before me this 7 44^ S1GNA•F OF OWNER AInP?(V Dublic State of F %'f i groat �b Estee SI AT URE O F N �� PUBLIC Paw commis : OD590584 E upnes 09129120/0 30 DAY TEMPORARY- ELECTRIC SERVICE (continue) depose and say that I am the Electrical Contractor for the above described property now existing will not create a safety hazard if temporary - service is connected. )' 4 . Sworn and subscribed before me this �5 '" day of , & , 041t) Notary Public, S to of Florida at Large My commission expires: Sworn and subscribed before me this day of �'l��' 2x'7 Notary Public, State of Florida at Large My Commission Empires: SIGNATURE OF ELECTRICAL I NiSPECTOR Date: Page 2 of 2 ( SIGNATURE O OTARY PUBLIC c ., aY PC f, LUIS FERNANDEZ • MY COMMISSION* DD 348468 EXPIRES: November 1, 2008 BoiedThm Budget Notary SsMces , being first duly sworn, depose and said that I am a Building Contractor of the above described property and that I will not permit occupancy of this building until final division obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such final inspections are obtained. ATURE O, t ' LNG CONTRACTOR SIGNATURE OF N TARY PUBLIC FA ' "' ^ LUIS FERNANDEZ s .9, MY COMMISSION A DD 348468 EXPIRES: November 7, 2008 • pO� Banded Thm Budget Rattly 8eMc s Release to FLORIDA POWER &: LIGHT CO. by: (name) Date.: To: (name) being first duly sworn, tha e electrical installations as TRICAL CONTRACTOR • Inspection Date: 04/23/2007 Inspector: Devaney, Michael Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: BAY LIGHTING OF MIAMI CORP Building Department Comments Friday, April 20, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: eccr2fly Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 305 - 303 -8301 Page 2 of 2 APR 2 4 MU Passed . / Inspector Comments / g.epe,4vi; 6e/ii to to,,,,/; � 7 27 7 'Ll''Q,, / 7 / re, ®tr 7 eeye � /" 7°,7t/A- "i 9 ® >-' ��1 /� � koe7 #,92 �� 1 ��ii� A07, .7.5j7'./k p `t Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until • Inspection Date: 04/23/2007 Inspector: Devaney, Michael Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: BAY LIGHTING OF MIAMI CORP Building Department Comments Friday, April 20, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: eccr2fly Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Repair Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 305 - 303 -8301 Page 2 of 2 Project Address 249 NE 97 Street Miami Shores Village, FL Owner Information ALESSANDRA FRANCHINI Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) Phone BAY LIGHTING OF MIAMI CORP 305 - 303 -8301 CeII Phone Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $5.40 $1.80 $297.50 $3.00 $7.44 $315.14 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Tuesday, March 20, 2007 Permit Issue Date: 3/2012007 Permit NO. EL -3 -07 -485 Permit Type: Electrical - Residential Work Classification: Repair Permit Status: APPROVED Expiration: 09/16/2007 Address 249 NE 97 ST MIAMI SHORES FL 33138 Parcel Number 1132060134260 Block: Lot: Phone 305/759 -8943 Applicant Valuation: Total Sq Feet: Type of Work: electrical Additional Info: re -wire Classification: Residential Total $ 0.0 $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due AAR 14113 ,0, ALESSANDRA FRANCHINI March 20, 2007 Date $ 8,500.00 Available Inspections: 0 Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 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 1 MECHANICAL FOR REPAIRS ON BURNED HOUSE INSTALL NEW SYSTEM DUCT WORK AND VENTILATION 1 1.5 TON 5 KW 1 3.5 10 KW JUL 0 a no Passed Inspector Comments ., (i.... *--...„, �, G ' _' i --� ` �� ) Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 C Inspection Number: INSP -426A Permit Number MC- -07 -471 Inspection Date: 06/27/2007 Inspector: Perez, JanPierre Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: J M ARCE SERVICE Building Department Comments Tuesday, June 26, 2007 C ,i, Block: Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 305 - 262 -3589 Page 2 of 2 • BUILDING PERMIT APPLICATION FBC 2004 Owner's Name (Fee Simple Titleholder) Owner's Address 2/ f A/E City t7114111 S'hoiS Tenant/Lessee Name State Value of Work For this Permit $ moo- 00 Type of Work: ['Addition ['Alteration Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. Ro fing /UC f /lV / Phone # 30C Sq ei 3os 733944 Permit Type (circle): Building Electrical Plumbing Mechanical Zip 3 S ( 3 d Phone # FCMEWEI ig MAR 1 2 2001 ig BY: _R.Zd- Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name RA 0i ) 46*, . Phone # 3305- (....?a/- 72 2 2 Contractor's Address 32 g' eief. u /a/ e., Size- a/6 - C City trey #SC,riywe. State / Zip 33/ L/ 9 Qualifier Name CfiI ieto $ 40e f Z.,- Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # DNew ,la 2.i../.t,■ 7 /-QC, 'GG�Y e frfrcee RueeM' * * ** * *, *** *, *** *** * * * **** * * * * * * * * * * * * ** F *** * * * ** * * *, * * *, *** * ** * ** *** ** * ** * ** ** * ** Submittal Fee $ Permit Fee $ 7 ? >, ® CCF $540 / CO /CC Notary $ Training/Education Fee $ Technology Fee $ 1.44 Scanning $D"'"'" Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ) Structural Review. $ Square / Linear Footage Of Work: O Repair/Replace ,,Demolition 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 in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign: Print: My Commission Expires: (Revised 02/08/06) 1 Signature Signature Owner or Agent ntractor t f The foregoing instrument was acknowledged before me this "V 7 The foregoing instrument was acknowledged before me this to day of Feb , 20()1 , by 1l J(,}56ty t p'pitd R ( , day of /??gleew , 2007, by ClVt/OSAO�*i1j ,Z who is personally known to me or who has produced rl k&5 who is personally known to me or who has produced LC . As identification and who did take an oath. NOTARY PUBLIC: pt/ G as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: NOTARY FL.Ti.IC -STATE OF FLORIDA rvelys T. Costa _ v 2009 n .e "film Atlantic Bonding Cu., L�.. ************************* * * *** * * *** * * ** * * ** * ** *,t **** * ** r ********************4t***************************** APPLICATION APPROVED BY: f 'izA- mfans Examiner Engineer Zoning MECHANICAL FOR REPAIRS ON BURNED HOUSE INSTALL NEW SYSTEM DUCT WORK AND VENTILATION 1 1.5 TON 5 KW 1 3.5 10 KW APR 18 2007 Passed Inspector Comments Vc 4 R I V k Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 04/09/2007 Inspector: Perez, JanPierre Owner: FRANCHINI, ALESSANDRA Job Address: 249 97 Street NE Project: <NONE> Miami Shores Village, FL Contractor: J M ARCE SERVICE Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL C 2 0 2 Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Mechanical - Residential Inspection Type: Rough Duct Work Classification: New Phone Number 305/759 -8943 Parcel Number 1132060134260 Lot: Phone: 305 - 262 -3589 Friday, April 6, 2007 Page 2 of 2 Project Address 249 NE 97 Street Miami Shores Village, FL Owner Information ALESSANDRA FRANCHINI Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) J M ARCE SERVICE Phone 305 - 262 - 3589 CeII Phone Tons: 1 1.5 TON 5 KW Additional Info: Classification: Residential Approved: In Review Comments: Date Denied: Date Approved: : In Review Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $343.00 $3.00 $8.58 $362.58 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Tuesday, March 20, 2007 Permit NO. MC -3- 07-471 p • Permit Type: Mechanical - Residential errni Work Classification: New Permit Status: APPROVED Issue Date: 3 /2012007 Expiration: 09/16/2007 Parcel Number 1132060134260 Block: Lot Applicant 249 NE 97 ST MIAMI SHORES FL 33138 Phone 305/759 -8943 Valuation: Total Sq Feet: ALESSANDRA FRANCHINI Available Inspections: Inspection Type: Smoke Det Test Ventilation Hood Smoke Test Rough Rough Duct Final March 20, 2007 Date CeII 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle: Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) SS A i\ . f 4t.Y44 HIS Phone # Owner's Address ? j /ye City 17 f/J /71 vto!?.L S state Tenant/Lessee Name Job Address (where the', work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company dame Contractor's Address 2(9 0 „ QA,) City P\---(A- + State c 1.� Qualifier Name State Certificate or Registration No. G `7 'Ef Certificate of Competency No. Architect/Engineer's N Value of Work For thi Permit $ '' I 's off✓ 2D Square / Linear Footage Of Work: Type of Work: ❑ dition ❑AlteratfIon :New Describe Work: o...0 Comet; 4 c.) Fi.AilA -bLi t vZy 4 - (C 4 6kw -( 3r5 ih... (0 (cam Submittal Fee $ Notary $ Scanning $ Bond $ ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** e (if applicable) Structural Review. $ Permit Fee $ Training/Education Fee $ Miaini Shores Village Building Department 10050 N.).2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. y4C 1144/ Master Permit No. f `. (p 2-6V- 3 1 -t . 4,0° 1- Radon $ DPBR $ Code Enforcement $ Zip Phone # Double Fee $ Phone # Total Fee Now Due $ Roofing . � ? ' gq y, 3e 4r32r County Miami -Dade Zip . Phone # 2 Z Zip `5% S S Phone # 7 ' &— 2-5( —0 ❑ Repair/Replace ❑ Demolition k a-r k CCF $ CO /CC Technology Fee $ . Zoning $ See Reverse side –> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Sign: Print: My Commission Expires: (itevised 02/08/06) Owner or Agent ��`` � The foregoing instrument was acknowledged before me this a4� The forego instrument was acknowledged before me this day of /� , 2O ,, by e� S3G Cr �t day of Cl/ 2007, by %Iosf G& , who is personally known to me or who has produced /" / 2' ?l.J'/Ywho is personally known re or who has produced J) As identification and who did take an oath. 44,20 - q33-53" s identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: APPLICATION APPROVED BY: Sign: Print �; = MY COMMISSION # DD 433277 EXPIRES: July 6, 2009 ;1 *+ktliteusV�iPJls4Nl9Y *� My Commission ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ehi Plans Examiner Engineer Zoning CORNERSTONE ENGINEERING PARTNERSHIP 12924 S. W. 114 Court Douglas B. Timmons, P.E. Via 33.176 (746) 236 -4712 hit e (75) 255 -1729 Fax CA#00005743 City of North Miami Building and Zoning Department Attn: Building Official Re : 249 NE 97 Street (Repair Plan) Cornerstone Engineering Partnership, Inc. Douglas B. Timmons, F.E. `\ 'TIM ®��'�..,5 B. T M FLPE. #3 259 F EB 0 6 2007 CONSULTING STRUCTURAL ENGINEERS February 6, 2007 IMO/El:MEI FEB MI 1 2 2007 .Q( :. Z.(A BY: GITY • • • • • • • •••• •• • •• • y • • • • • •• • • • • • • • •• • .• •• • • • • •• • • • • •••• • • • • •••• • • • • ••• • • • • • Sir/Madam: I am writing this letter to certify that the repairs being made are replacing the areas where the fire damaged. To the best of my professional knowledge and belief, all of the work (noted in the Plans I have prepared) is a replacement of existing conditions and not an alteration as noted in section 707.5.2 CORNERSTONE ENGINEERING PARTNERSHIP NERSHIP Anscrune Engineers 12924 S.W.114 CM* Monk Florida 33176 Phone (786) 236 -4712 Fax (3t 266.1729 Emratil Timmonsdrfireotoom 05743 Oougias S. Timmons. R.E. FL PE #39259 Client: l5fv c., tuk • Project:2 L • • (91-9,,(_0 • tF)ate ertot Sheet:, Date: t Engr: Fpr DA Its 49=1.21 22% L \t,t, • Col+) . b2- �� O • • • • • •• • 000000 •••• tt •••• •• •. 1■ i (40. /1 ( • • • • •• • • • • • • •• • • • ••.•1• • • • • • • • • •• &c6 T z .2 . �t �5t C e7) 40) Ads V Civi4S .0-1k �Z2 .1� - = �.�.�3� l ► ©3 •- gf'-V;ir — 13Ft. I , 9 7 1 m.4 -I) + t1 1, 3t 65./5 - 4 �,� -� - no. DOUGLAS B. TIM 'ONS FLPE. #392 JAN 1 1 • • 1111• • •..•. • •.1.• •••.• • • • • • 000000 • • • • • ► • • Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.24 Flexible Structure I No Gust Factor Category I: Rigid Structures - Simplified Method Gust1 !For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category 11: Rigid Structures - Complete Analysis Zmin 15.00 ft Cc* (33/z) ^0.167 0.2281 iir I *(zm /33) ^Epsilon 427.06 ft (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.9181 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8819 1- Gust Factor Summary 0 o s Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Description: Alessandra Analysis by: Doug Timmons User Input Data Structure Type Building Basic Wind Speed (V) 146 Struc Categ_q (I, II, 111, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) 13.50 Mean Roof Height (Ht) - 11.75 Width Perp. To Wind Dir (B) 50.00 Width Paral. To Wind Dir (L) 75.00 mph 3.5 :12 16.3 Deg Hipped 1 10.00 ft ft ft ft iP pooh iii 0 lir c 9 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Importance Factor 1 1 1 Hurricane Prone Region (V>100 mph) Alpha = zg = At = Bt = B m Cc = 1= Epsilon = Zmin = Calculated Parameters Table 6 -2 Values 9.500 900.000 www.mecaenterprises.com 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft • • • • .•• • • •• • • • • • • • ••. • • • • • • • • • • ••• ••• • • •• • • • • • • • • • • • • • • • ••••• • • •• •••• • •• • • ••• • . • • . • .... • • .•. • • ••• • • • • • • • ••• • 't 1/6/2007 Page No. 1 of 3 Condition Gip i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings I 0.18 I -0.18 yright 2005 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Fig 6-5 Internal Pressure Coefficients for Buildings. Gcpi www.mecaenterprises.com • •. •• • 1 • • . • • •. • ••• • . • • • • • ••• • • • • • • ••• • • • .•• ••. ... • . • • • • • • •• • • • ®• • • • • • ••• • • •. • • • •.•. • . • • ••• • • • • • • • .• • • • .• •• • • •• •• . .•. •••.1 1/6/2007 Page No. 2 of 3 Component Width (ft) Span (ft) Area (ft^2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min 2x8 rafter 1.33 22.08 162.51 1 0.30 -0.80 22.23 -45.40 2x8 rafter 1.33 22.08 162.51 5 0.79 - 0.97 44.76 -53.38 #VALUE! 0.00 0.00 a = 4.7 =_> Note: * Ent5r Zone 1 through 5, or 1H through 3H for overhangs. (9 TeP% c g ght 2005 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 4.70 ft a Hipped Roof 7 <Theta < =27 Double Click on any data entry line to receive a help Screen www. mecaenterprises. com • •• ••. . . o • • • o •• • • •; • •• • • • • • • • • . • . •• ••• •. • • • ••' • • • • • ..• .•. • ••• • • • • • • • • • • • . • • • ••o • • ••• •• •••• • • ••• • • • • ••• • • • • • • • • • • • • • •• • • • ••• •• •• • • • . • •• • • • • ' • • • • 1/6/2007 Page No. 3 of 3 Calculated Parameters Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Flexible Structure Gust Factor Category II: Rigid Structures - Complete Analysis ZmO Zmin 15.00 ft lzm Cc * (33/z) ^0.167 0.2281 Lzm _ *(zm /33) ^Epsilon 427.06 ft Q 7 Gus:• 4 /( 1+ 0. 63 *((Min(B,L)+Ht) /Lzmy0.63)) ^0.5 0.9181 0.8819 5 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) ✓,� ® Gust Factor Summary G 4' is is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.24 Flexible Structure No Description: Alessandra Analysis by: Doug Timmons User Input Data Structure Type Basic Wnd Speed (V) Struc Category (I, II, III, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 146 II C 1 3.5 16.3 Hipped 1 10.00 13.50 11.75 50.00 75.00 mph Hz :12 Deg ft ft ft ft ft Cop ght2005 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Importance Factor Alpha = zg = At = Bt = Bm = Cc = I= Epsilon = Zmin = Calculated Parameters L 1 L Hurricane Prone Region (V >100 mph) Table 6 -2 Values 9.500 900.000 0.105 1.000 0.650 0.200 500.00 ft 0.200 15.00 ft www.mecaenterprises.com •• ••• • • o • • • o •• • • ..• • •• ••• •• ........ • • • .1 • • • • • ••. •••• ••• • • • • • • • • • • • • • ••• •.• • • • • • ; • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • • • • • • • . •• •• •'• •• •. • • • 1/6/2007 Page No. 1 of 3 Condition x + Max - Open Buildings 0.00 Ti 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi www.mecaenterprises.com •• • • • .• • •......... • • • • . . ••• •• •' • • •• • • • • • • ••• •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •.• • ••• •• • • • • • • • ••• • • • •• • • . • • • • • • • • E • • .•. •• • •• • • • • •'• • • ••• • • 1/6/2007 Page No. 2 of 3 Component Width (ft) Span (ft) Area (ft^2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min 2x8 rafter 1.33 22.16 163.69 1 0.30 -0.80 22.23 -45.40 2x8 rafter 1.33 22.16 163.69 2 0.30 -1.20 22.23 -63.93 #VALUEI 0.00 0.00 Note: * Zone 1 through 5, or 1H through 3H for overhangs. ILP right 2005 WINDO2 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.7 =_> 4.70 ft a Hipped Roof 7 <Theta < =27 Double Click on any data entry line to receive a help Screen www.mecaenterprises.com • •• ••• • IV • • * •• • . • . . . . •• • • • • • • .•I ' • •• ••• •• • • • ••• • • • • • ••; •;• ••• • • •• • • • • • • • • • • • • • . • • ••• . ••. ••. • • • • • • ••• • • • • • • • • • • • * • • • • ••• • • • • : •'.. • • • • • : ••• 9 • • ••• •• • • •• •• • 1/6/2007 Page No. 3 of 3 MIAM EDADP BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) i'' ,' .. • • • • • 0390.• 0. 04 •.•.• Nu -Vue Industries, Inc. 1053 -1059 East 29 Street .... . : • Hialeah, Florida 33013 .... • •.ir. S COPE: • • i •' •9990• This NOA is being issued under the applicable rules and regulations governing the use of consttantin materials. • The documentation submitted has been reviewed by Miami -Dade County Product Control Divilsion and accepted. ..... ; • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areasltvh allowecb by. ` , • ... r the Authority Having Jurisdiction (AHJ). • • I .' . • • • 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. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami-Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors NVTA, NVTAS, NVBH, NVUH & NVRT. APPROVAL DOCUMENT: Drawing No. NU -2, sheets 1 through 3, titled "NVTA and IsIVTAS Anchors; NVBH 24and NVUH 26 Hangers & NVRT Flat and Twisted Rafter Ties," dated 02/13 /03 with last revision on 07/07/03, prepared by Nu -Vue Industries, Inc. signed and sealed by V. N. Tolat, PE, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA # 03 -0327.14 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Can _ ont PE. MIAMI-DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -€908. NOA No: 04-1202.01 C' / OS Expiration Date: August 21, 2008 Approval Date: January 13, 2005 Page 1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... (For File ONLY. Not part of NOA) • . • • .... • . . .1 • • • • ss ..4.. . DRAWINGS • •• . . Drawings prepared by Nu -Vue Industries, Inc., titled "NVTA and NVTAS Truss A NVBH24 and NVUH26 Hangers & NVRT Flat and Twisted Rafter Ties ", drawing No; till -2, .. . sheetsl through 3, dated 02/13/03 with last revision on 07/07/03, signed and sealed by ' d'N. • • •. • Tolat, PE. +•':•: • • • .••. • • B TEST • ▪ • ▪ s Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and . "' sealed by C. R. Caudel, PE & S. E. Black, PE. . Report No. Wood Connector Direction Date 1. PT 02 -4073 NVTA Upward 11/06/02 2. PT 02 -4075 NVTA Upward 11/07/02 3. PT 02 -4074 NVTA Upward 11/06/02 4. PT 02 -3938 NVTA Upward 08/06/02 5. PT 03 -4177 NVRT36 Upward 02/03/03 6. PT 03 -4202 NVRT36 -T Upward 02/19/03 7. PT 03 -4271 NVRT36 -T Upward 03/27/03 8. PT 03 -4270 NVRT24 -T Upward 03/27/03 9. PT 02-4095 NVUH26 Up & Downward 01/17/03 10. PT 02 -4096 NVBH24 Up &Downward 12/03/02 11. 31- 22456.0002 NVTA & NVTAS Lateral 07 /06/02 1. C CALCULATIONS Report of Design Capacities prepared by V. N. Tolat, PE Product Model No. of Pages Date Signature 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, PE 2 NVRT 9 through 14 05/05/03 V. N. Tolat PE. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, PE 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, PE 5. NVRT 15 through 15 07/07/03 V. N. Tolat, PE D STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat PE. on 03/26/03 signed and sealed by V. N. Tolat, PE. 2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08/10 /04and signed by C. F. Font PE. E -1 Can e s o F. Font PE. Sr. Product Control Examiner NOA No 04-1202.01 Expiration Date: August 21, 2008 Approval Date: January 13, 2005 ..•.•• • • • • • •.0.. •.•... • • • .. 0 • . . • • 0000•• H Length Product Code Gauge seat Gauge strap Fasteners tad or 16d Maximum Allowable Load (Ibs) 1 foal s tea 10d Q tea 18 • NVTAS 212 20 14 e Me' 220 • 800 e eott 18 - NVTA - 16 NVTAS 212 20 14 7 804 • 250 / 500 s era • 18 NVTA -18 NVTAS 214 20 14 9• 651 • 520 '• 18 NVTA -18 NVTAS 214 20 14 NVTAS 218 20 250 500 NeNNe[Imems=35111214 520. . 22 NVTA -22 NVTAS 218 20 14 im1111i.=ii 20 • NVTA -20 NVTAS 216 20 14 I I,MIN MIN 250 500 ilf•NN•I: NYTAS 220 20 14 NNNNII1•iilil� s EM� r 26 NVTA -28 NVTAS 222 20 14 iF1•iiI fai i iyr E F � Ni1Fc)• 11 1048 • 830 830 22 . NVTA - 22 NVTAS 218 20 14 12 1008 • 250 500 30 NVTA -30 NYTAS 226 20 13 1145 . 320 'e 020 '830 - '830 �irAMI ■ifLrMMill Mail AIM F MIMI 11 1016 • NVTAS 232 20 24 . NVTA - 24 NVTAS 220 20 14 1.7:11341 ' 2 500 �M 14 i11• j - F MIIIII 520 830 ' libill.. 11111‘IpAr 67 1111111111 28' NVTA NVTAS 222 20 14 E•� �E7MMI 250 500 i FM111111M CC1 = 28 • NVTA -28 NVTAS 224 20 14 311=PMENIMMIKi' 250 500 -1131111 30 • NVTA -30 WAS 226 20 14 250 500 �� 38 • NVTA -38 NVTAS 232 20 14 200 500 iR i MIME msseeiwFtiv Ion ... la 48 • NVTA -48 NVTAS 244 20 14 500 UFW MIII,LZINI 11 N Length On) Product Code Gouge seat Gauge strap Fasteners 10d x 1.5" Maximum Allowable Load (lips) Uplift L1 L2 18 NVTA - 18 NVTAS 212 20 14 b sob 220 • 800 8311 sas 4 015 520 ✓ 830 $ 1117 9 1153 18 NVTA -18 NVTAS 214 20 14 -weiri• 520 '• 630 NeNNt; 20 NVTA -20 NVTAS 218 20 14 Ne•iNN 520. 830 22 NVTA -22 NVTAS 218 20 14 im1111i.=ii 520 - 520 r 830 ' 030 mi "1 • I I,MIN MIN IS It� iII.131 MI 24 NVTA -24 NYTAS 220 20 14 NNNNII1•iilil� s EM� r 26 NVTA -28 NVTAS 222 20 14 iF1•iiI fai i iyr E F � Ni1Fc)• 520 ' 520 830 830 a1111•1 28 NVTA -28 NVTAS 224 20 14 INIIM� �tr� 30 NVTA -30 NYTAS 226 20 14 �L�iL• IMIKIMININ 320 'e 020 '830 - '830 �irAMI ■ifLrMMill Mail AIM F MIMI 38 NVTA -38 NVTAS 232 20 14 e =L]eeNN1 iii 48 NVTA -48 NVTAS 244 20 14 i11• j - F MIIIII 520 830 ' iitu;• 11111‘IpAr 67 General Notes TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS 1. Steel shall conform to AVM A553, structural grade 33 (Alin. )field 33 kW) and a minimum galvanised coating of 0 60 per AS7M A525. 2. Allowable loads are based an Notional Dosing specifications (NDS) for wood • construction, 1997 Ed1Uon. 3 Design loads are for Southern Pkie spades with a specific gravity of 0.55. • Allowable loads for other species shall be adpated accordingly. 4. Nap values are based on NDS table 12.3F, Gs0.55 and have been reduced for • Penetration Depth factor Cd. 8. Allowable loads for wind uplift have already been Increased by o duration factor of 33% for ancharinapa This Increase Is not allowed for steel stress If dead load and wind loads are combined. 7. Allowable loads for more than one direction for a single cennectton cannot be added together. A design load which can be dMded Into components In the directions given must be evaluated as follows n + 7lnewa3To L1 + yitgailig trs 1.0 8. Allowable bode are based on I¢ thick wood members unless otherwise noted • 9. A8 tie beams and grouted concrete masonry canal comply with chapter 21 of FBC. Concrete for tie b and grant and mortar ter concrete masonry shall • be o min. of 2500 psi. Concrete masonry sea comply with ASTM 090. 10. All tests have been conducted In accordance with AS1M D -1761. - $ EMB. NVTA PRODUCT 021118ED as ofesplyteg wld+tbaPlwldn 091023 Cods Acmdedoo expearato NVTAS TAKE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS / � yam. �� yl Reinforcements Required • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • Perpendicular to cusp `r•- Concrete Tie Beam or He Beam farmed with concrete filled masonry • • • • • •• • • N u - 1! ue Industries. Ina • ° • • • • • • • • • • • • • • • • ••• • • • • • • NOTA•AND4' VTAS TRUSS ANCHORS • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• • • ••• • • 2r F2e•13. 2008 • • • • • • • •• O �.. --- Hales Dia. ti NVTA, NVTAS 1063 -1059 Bast 29 Street Hialeah, Florida 88013 (30t) 694 -0397 FA% (806) 894 -0898 Revisions: 3477, 6003 Length (in) Product Code „__ uge of 16d nails to Wood Framing No. of 4” diameter Topcons to Concrete Maximum Uplift Load (Ibs) 12 NVRT-12 14 3 3 494 4 3 g � 16 NVRT -16 14 4 3 b 5 4 Ab4 8 4 *16 18 NVRT -18 14 5 4 1 6 4 10 7 5 Fitt 20 NVRT -20 14 6 4 'TA4 7 5 ARC B 5 EA° 22 NVRT - 22 14 7 5 A80 8 5 1490 9 5 P.13 24 NVRT -24 14 7 5 A13:p 8 5 880 9 5 A9p 30 NVRT -30 14 7 5 80 NVRT - 24 14 14 9 6 O 36 NVRT -38 14 7 5 88.0 8 5 880 9 5 880 48 NVRT -48 14 7 5 880 8 5 88a 1135 1125 36 Length (in) Product Code Gauge 16d Fasteners Maximum Up ift Load (Ibs) TOTAL mam • Flat Ties Twisted Ties 12 NVRT -12 14 8 3 454 454 8 4 805 808 16 NVRT-16 14 8 4 605 806 10 ' 5 758 756 1t 6 907 .907 18 NVRT -18 14 10 5 756 758 12 6 907 907 14 7 1059 1059 20 NVRT -20 14 12 6 907 907 14 7 1059 1059 16 8 1135 1125 22 NVRT -22 14 14 7 1059 1059 16 8 1135 1125 18 9 1135 1125 24 NVRT - 24 14 14 7 1059 1059 16 8 1135 1125 18 9 1135 1125 30 NVRT -30 14 16 8 1135 1125 18 9 1135 1125 36 NV1T -38 14 14 7 1059 1059 16 8 1135 1125 18 9 1135 1125 48 NVRT -48 14 14 7 1059 1059 16 8 1135 1125 18 9 1135 1125 TABLE 5 NVRT Flat and Twisted Rafter Tles Notes: 1. Specify "F for not and ° T" for Twisted when ordering. 2. Fastener values are bused on a minimum I3° thick wood members. 3. " Indicates no. of nails in each connected wood member. 4. See General Notes. sheet 1. • • s • • • • e • • e • • e • e • e e • e • •\ LENGTH HALF HALF Connected Connected to truss I to wall I AU0bei REVISED ced.110,1 wne tbabeids 41414b re frsaasro .. 0/ lasplistlata 7140 • A1° UPUFT Notes; ` ,, 1 23° Min. edge distance I Reinforcement required Tie Beam formed with concrete filed masonry or concrete tle beam TABLE 6 NVRT Twisted Rafter lies to Concrete Tie Beams or Concrete Filled Mason 1. FIW tapcona shall be embedded o minimum of 14 into concrete tiebeam or Liebe= famed with concrete filed masonry. ITN topcons shall have a mln. edge distance of 2}" and minimum sparing of 13" as shown. 2. See General Notes. sheet 1. 16d }" Topcone Spacing of Tapaone Approved alrlyisSwllbthe 910A6 8sde IDIvidea WIN N. TOLAT, PE Nu-Vue u -Vue industries, loo. its. REQ.1<1•12aT • e e • 1053 - 1059 Past 29 Street • • • e • • • • • • Ntateeb. Florida 89019 • (306) 894 -0397 • • • • • • • • FAX: (.806) 894-0398 • • • 7 • • • i • • • NifIr§FlefeAND TWISTED RAFTER TIES 0 DWG#: • • • • •• � Nt1•P. • • • •• • • • • • • • • • • • •• • • • • • • • • 2t • • • • • • ••• • Sheet: Date: 3of.i F213. ••• • • •`• • • ••• • • • • • •• • • • • • • • • • • • • • • • • • •• ,• •• • • • • i• • • ••• • • • 0 b — O b — NVRT Anchor Holes dia. a" 1." Revislone 1WS 7. 2003 • Product B Series EG5 EG7 EG9 GB Series GLS3 -5 FL5808.6 GLS3 -7 F15808.7 GLS3 -9 FL5808.8 GLS5 -5 FL5808.9 GLS5 -7 FL5808.10 GLS7 -7 FL5808.11 GLS7 -9 FL5808.12 GLST3 FL5808.13 GLST5 FL5808.14 GLST7 FL5808.15 GLT Series FL5808.16 HB Series FL5808.17 HGB Series FL5808.18 HGLS5 FL5808.19 HGLS7 FL5808.20 HGLS9 FL5808.21 HGLST5 FL5808.22 HGLST7 FL5808.23 HGLST9 FL5808.24 HGLT Series FL5808.25 HHB Series FL5808.26 HSUL FL5808.27 HSUR FL5808.28 HU14 FL5808.29 HU210 FL5808.30 HU210 -2 FL5808.31 HU210 -2TF FL5808.32 HU210 -3 FL5808.33 HU210 -3TF FL5808.34 HU210TF FL5808.35 HU212 FL5808.36 HU212 -2 FL5808.37 HU212 -2TF FL5808.38 HU212 -3 FL5808.39 HU212 -3TF FL5808.40 HU212TF FL5808.41 HU214 FL5808.42 HU214 -2 FL5808.43 HU214 -2TF HU214 -3 ICC -ES ER -5117 Used for Florida State Wide Product Approval # FL5808 Products on this Report which are approved: Florida # Product Florida # Product FL5808.1 HU214 -3TF FL5808.46 HU416TF FL5808.2 HU214TF FL5808.47 HU44 FL5808.3 HU216 -2 FL5808.48 HU44TF FL5808.4 HU216 -2TF FL5808.49 HU46 FL5808.5 HU216 -3 FL5808.50 HU46TF HU216 -3TF FL5808.51 HU48 HU216TF FL5808.52 HU48TF HU24 -2 FL5808.53 HU610 HU24 -2TF FL5808.54 HU610TF HU24TF FL5808.55 HU612 HU26 FL5808.56 HU612TF HU26 -2 FL5808.57 HU614 HU26 -2TF FL5808.58 HU614TF HU26TF FL5808.59 HU616 HU28 FL5808.60 HU616TF HU28 -2 FL5808.61 HU66 HU28 -2TF FL5808.62 HU66TF HU28TF FL5808.63 HU68 HU310 FL5808.64 HU68TF HU310 -2 FL5808.65 HUC210 -2 HU310TF FL5808.66 HUC210 -2TF HU312 FL5808.67 HUC210 -3 HU312 -2 FL5808.68 HUC210 -3TF HU312TF FL5808.69 HUC212 -2 HU314 FL5808.70 HUC212 -2TF HU314 -2 FL5808.71 HUC212 -3 HU314TF FL5808.72 HUC212 -3TF HU316 FL5808.73 HUC214 -2 HU316TF FL5808.74 HUC214 -2TF HU34 FL5808.75 HUC214 -3 HU34TF FL5808.76 HUC214 -3TF H03514 -2 FL5808.77 HUC216 -2 HU3516/22 FL5808.79 HUC216 -3 HU3516 -2 FL5808.78 HUC216 -3TF HU36 FL5808.80 HUC24 -2 HU36TF FL5808.81 HUC24 -2TF HU38 FL5808.82 HUC26 -2 HU38TF FL5808.83 HUC26 -2TF HU410 FL5808.84 HUC28 -2 HU410TF FL5808.85 HUC28 -2TF HU412 FL5808.86 HUC310 HU412TF FL5808.87 HUC310 -2 HU414 FL5808.88 HUC310TF FL5808.44 HU414TF FL5808.89 HUC312 FL5808.45 HU416 FL5808.90 HUC312 -2 SIMPSON SIMPSON STRONG -TIE COMPANY, INC Florida # Product FL5808.91 HUC312TF FL5808.92 HUC314 FL5808.93 HUC314 -2 FL5808.94 HUC314TF FL5808.95 HUC316 FL5808.96 HUC34 FL5808.97 HUC34TF FL5808.98 H0C3516122 FL5808.143 FL5808.99 HUC36 FL5808.144 FL5808.100 HUC36TF FL5808.145 FL5808.101 HUC38 FL5808.146 FL5808.102 HUC38TF FL5808.147 FL5808.103 HUC410 FL5808.148 FL5808.104 HUC410TF FL5808.149 FL5808.105 HUC412 FL5808.150 FL5808.106 HUC412TF FL5808.151 FL5808.107 HUC414 FL5808.152 FL5808.108 HUC414TF FL5808.153 FL5808.109 HUC416 FL5808.154 FL5808.110 HUC416TF FL5808.155 FL5808.111 HUC44 FL5808.156 FL5808.112 HUC44TF FL5808.157 FL5808.113 HUC46 FL5808.158 FL5808.114 HUC46TF FL5808.159 FL5808.115 HUC48 FL5808.160 FL5808.116 HUC48TF FL5808.161 FL5808.117 HUC610 FL5808.162 FL5808.118 HUC610TF FL5808.163 FL5808.119 HUC612 FL5808.164 FL5808.120 HUC612TF FL5808.165 FL5808.121 HUC614 FL5808.166 FL5808.122 HUC614TF FL5808.167 FL5808.123 HUC616 FL5808.168 FL5808.124 HUC616TF FL5808.169 FL5808.125 HUC66 FL5808.170 FL5808.126 HUC66TF FL5808.171 FL5808.127 HUC68 FL5808.172 FL5808.128 HUC68TF FL5808.173 FL5808.129 HW Series FL5808.174 FL5808.130 HWU Series FL5808.175 FL5808.131 LBV Series FL5808.176 FL5808.132 LEGS FL5808.177 FL5808.133 LEG5 FL5808.178 FL5808.134 LEG7 FL5808.179 FL5808.135 MEG5 FL5808.180 • • • • . •. • Florida # • PPodraat FL5808.136 • & Et39. FL5808.137 %tjt' FL5808.138 • S �Lt • • FL5808.139 • • �U • li • FL5808.140 : SCR!: FL5808.141 • U14 FL5808.142 • am U210 -2 U210 -3 U210R U214 U24 U24-2 U24R U26 U26-2 U26-3 U26R U310 U314 U34 03510/14 U3510 -2 03512 -2 03516/20 U36 U410 U41OR U414 U44 U44R U46 U46R U610 U610R U66 U66R W Series WNP Series WNPU Series WPU Series •• •• • • • ••• •• • • • • • •• Florida # • • FLS808.181 • • • • • FL5808.182•.... • ,FL5§08.183• i :.• o • • I L%808.184•••••• • FL5808.185 • • • • • V0B08.186 e . ••• FL5808.18j•••• �FJ808.188 • FL5808.189 FL5808.190 FL5808.191 FL5808.192 FL5808.193 FL5808.194 FL5808.195 FL5808.196 FL5808.197 FL5808.198 FL5808.199 FL5808.200 FL5808.201 FL5808.203 FL5808.202 FL5808.204 FL5808.205 FL5808.206 FL5808.207 FL5808.208 FL5808.209 FL5808.210 FL5808.211 FL5808.212 FL5808.213 FL5808.214 FL5808.215 FL5808.216 FL5808.217 FL5808.218 FL5808.219 FL5808.220 FL5808.221 LEGACY REPORT ICC Evaluation Service, Inc. www.icc - es.org Legacy report on the 1997 Uniform Building Code"' DMSION: 06 -WOOD AND PLASTICS Section: 06090 -Wood and Plastic Fastenings WOOD HANGERS AND FRAMING ANCHORS SIMPSON STRONG TIE COMPANY, INC. 4120 DUBLIN BOULEVARD, #400 DUBLIN, CALIFORNIA 94568 1.0 SUBJECT Wood Hangers and Framing Anchors. 2.0 DESCRIPTION 2.1 U Series Hangers: The connectors are U- shaped hangers formed from No. 16 gage [0.0598 inch (1.5 mm)] galvanized steel. The hangers have a seat width equal to the net width of the supported member. The hanger is face - nailed to the supporting header, and has predrilled nail holes to accommodate the required nails. Table 1 specifies hanger dimensions, fastener schedules and allowable loads. 2.2 HU and HUTF Series Hangers: The HU and HUTF series hangers are U- shaped hangers formed from No. 14 gage [0.0747 inch (1.9 mm)] and No. 12 gage [0.1046 inch (2.6 mm)] galvanized steel, respectively. The sides of both hangers are face - nailed to the supporting header. HUTF hangers have two header flanges that extend over the top of the header 2 inches (64 mm) to receive two 16d common nails. The hanger seat width for both series is sized for the net width of the supported member. Both the HU and the HUTF hanger series with widths equal to or greater than 2 inches (65 mm) are available with concealed flanges. Tables 3 and 4 specify hanger dimensions, fastener schedules and allowable Toads. 2.3 LBVBIHB Series Hangers: The LBVB /HB series hangers support solid -sawn structural lumber or proprietary joists such as laminated veneer lumber and prefabricated I-joists. The hangers, formed from a single constant -width piece of steel, have triangular- shaped sides that bend over the top of the header. Table 4 specifies hanger dimensions, fastener schedules and allowable loads. Hanger designations vary depending on whether they support prefabricated wood I- joists, solid -sawn beams or glued - laminated beams. 2.4 HHB, GB and HGB Purlin Hangers: The HHB, GB and HGB purlin hangers are similar to the HB series hangers except that they are formed from No. 7 gage Copyright 0 2003 ER -5117 Reissued October 1, 2003 Business/Regional Office # 5360 Workman MIS Road, Wittier, CaIifcmia 90601 # (562) 699-0543 Regional Office # 900 Montclair Road, Suite A, Birmingham, Alabama 35213 # (205) 599-9ER • • Regional Office #4051 West Flossmoor Road, Country ClubIds ,W , ds60478#.(708)799 -2 5 • • • •• . 000000 • •••••• • • • • •• [0.1793 inch (4.5 mm)] steel. The hai lies two ; is • extending over the top of the header, and'lt s prepuelched holes to receive the required number of Pins'. no number of. nails used varies with the hanger desiglldticfi! Series CIHI' hangers consist of two HHB hangers vrith their header tab ends trimmed and welded together to form a saddle homer for purlins occurring on opposite sides of a header. Wti , e • rp;i1 hangers are used with steel headers, tl{ tick- by- 2 -incni (4.8 mm by 51 mm) fillet welds are used on each side ofe'aph; hanger tab. Table 4 specifies hanger dimensions, fastener* schedules and allowable loads. Allowable loads are based on the use of special semi - hardened, medium-carbon, 1 / 4 - inch - diameter -by -2 inch -long (6.4 mm by 64 mm) nails. 2.5 WMINP/HW Series Hangers: The W, WNP, and HW series connectors are U- shaped hangers that are factory- welded to a 12 gage [0.1046 inch (2.6 mm)], 7 gage [0.1793 inch (4.5 mm)], or 3 gage [0.2391 inch (6.1 mm)] steel angle, respectively, with 1 / (3.2 mm) fillet welds. The U- shaped portion of the hanger supports the joist and the welded angle portion bears on the header. Table 5 specifies hanger dimensions, fastener schedules and allowable loads. 2.6 GLT and HGLT Glulam and Timber Hangers: The GLT and HGLT series connectors are U- shaped hangers that are factory- welded to a No. 3 gage [0.2391 inch (6.1 mm)] steel angle with 3 / 18 inch (4.8 mm) fillet welds. The U- shaped portion of the hanger supports the beam or joist and the welded angle portion bears on a glued- laminated or steel header. Table 6 specifies hanger dimensions, fastener schedules and allowable loads. 2.7 GLS /HGLS Glulam Saddle Hangers: The GLS and HGLS series saddle hangers are similar to the GLT /HGLT hangers except that there are two U- shaped saddles, factory- welded on opposite sides of a No. 3 gage [0.2391 inch (6.1 mm)] steel channel of varying width. The width of the inverted steel channel is specified to match the width of the carrying beam. The length of the channel is from 6 inches to 12 inches (152 mm to 305 mm), and the legs of the channel to which the U- shaped saddles are welded measure 4 inches (102 mm). The HGLS series of glulam saddle hangers are similar to the GLS hangers, except for a steel plate welded to the lower portion of the U- shaped saddle to accommodate the required additional fasteners into the carrying member. The U -strap is No. 7 gage [0.1793 inch (4.5 mm)] and is welded to the No. 3 gage [0.2391 inch (6.1 mm)] steel channel. Table 7 specifies hanger dimensions, fastener schedules and allowable Toads. ICC-ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addresser, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service. Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Page 1 of 12 OOOOOO • • • •••••• • • ••.••• • • OOOOO •••••• • • • • • •••••• NAIL TYPE DIAMETER (Inch) LENGTI; (Inches) • • ••• .' mINIMUM • • SENDING ••• YIELij( • • • •' .... STRENGTH, • F (p j) 10d common 0.148 3 .••••' 90,000••• 16d common 0.162 3 .••••• 90,00.0. Simpson N -54A 0.250 2 ••"••• 80,910 •., Simpson N -20A 0.192 1 85,100 • Simpson N -20AN 0.192 2 4 • 87,70Q • • • Page 2 of 12 2.8 GLST/HGLST Seismic Ties: The GLST /HGLST seismic tie beam hangers are identical to the GLS and HGLS hangers except for the addition of slotted holes in the stirrups and the saddle for a bolted system to transfer seismic tension loads between two supported beams through the supporting beam. The stirrup depth is 6 inches (165 mm), which provides sufficient end distance for three 3 / 4 - inch (19 mm) vertically aligned bolts used to connect the carried member to the hanger. Table 7 specifies hanger dimensions, fastener schedules and allowable Toads. 2.9 SUR/SUL and HSUR/HSUL Series Hangers: The SUR/SUL and HSUR/HSUL series are U- shaped hangers providing a 45- degree skewed support for joists and purlins having a net width from 1 inches to 3 inches (38 mm to 89 mm). The hangers are installed flush with the face of the supporting member and have prepunched holes for receiving nails. A minimum seat bearing length of 2 inches (51 mm) is required for all joists supported by these hangers. Table 8 specifies hanger dimensions, fastener schedules and allowable Toads. 2.10 EG, MEG and LEG Series Hangers: The EG, MEG and LEG series hangers support glued - laminated beams. The hangers consists of a No. 7 gage [0.1793 inch (4.5 mm)] by 6- inch -wide (152 mm) U- strap, factory- welded to a No. 3 gage [0.2391 inch (6.1 mm)] steel angle for the EG model and to a No. 7 gage [0.1793 inch (4.5 mm)] angle for the MEG and LEG models. The steel angles have a leg measuring 2 inches (64 mm) that bears on the top of the header. The U- straps are welded to the leg of the support angle with 3 / (4.8 mm) fillet welds of varying length. Through -bolts are used to fasten the supported beam to the hanger as well as the hanger to the support beam. Table 9 specifies hanger dimensions, fastener schedules and allowable loads. 2.11 Design: The connected wood member shall be designed for the design loads. Allowable values for the connectors described in this report are for connectors installed in wood seasoned to a moisture content of 19 percent or less and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, or when connections are exposed to wet - service conditions in use, the allowable loads in this report are multiplied by the moisture content factor, C specified in the building code. 2.12 Installation: Hangers are installed in accordance with this report. 2.13 Materials: 2.13.1 Steel: Connectors listed in this report are made of steel as noted in Table 10. Galvanizing conforms to ASTM A 924/A 924M, G 60. Cold- formed thicknesses for the gage numbers are as follows: No. 3 gage, 0.2391 inch (6.1 mm) No. 7 gage, 0.1793 inch (4.5 mm) No. 12 gage, 0.1046 inch (2.7 mm) No. 14 gage, 0.0747 inch (1.9 mm) No. 16 gage, 0.0598 inch (1.5 mm) No. 18 gage, 0.048 inch (1.2 mm) The uncoated minimum steel thickness of the cold- formed steel products described in this report shall not, at any location except at bends and comers, be less than 95 percent of the thicknesses listed in this section. ER -5117 2.13.2 Wood: Lumber must be nominal- dimension lumber and must be Douglas -fir larch with a minimum specific gravity of 0.50. 2.13.3 Fasteners: Bolts must have a minimum bending yield strength, F of 45,000 psi (310 N /mm Common wire steel wire nails must conform to the nominal sizes specified in ASTM F 1667. Nails must have the following properties: •. • • • • • • • •s • For SI: 1 inch = 25 4 mm, 1 psi = 0.00689 NNnm • ' • • • • • • • • 2.13.4 Welding: The connectors note! n this report Oat. require structural welding must be under a quality cadre!: program with inspections by an approved quality control agency. 2.14 Identification: All hangers described in this report are identified by a die - stamped label with the words "Simpson Strong -Tie," the model designation, and the evaluation report number (ER- 5117). 3.0 EVIDENCE SUBMITTED Reports of structural Toad tests and calculations in accordance with the ICC -ES Interim Criteria for Joist Hangers and Similar Devices (AC13), dated January 1990. 4.0 FINDINGS The Simpson Strong -Tie Company Wood Hangers and Framing Anchors described in this report complywith the 1997 Uniform Building CodeTM, subject to the following conditions: 4.1 Maximum allowable loads comply with this report and shall not exceed the capacity of the members fastened. 4.2 Lumber is nominal- dimension lumber having a specific gravity of 0.50 or greater with a moisture content of 19 percent or less, used in dry conditions. 4.3 Calculations showing compliance with this report shall be submitted to and approved by the building official. Calculations shall be signed and sealed by a design professional in accordance with the requirements of the code. 4.4 Use of connectors is limited to lumber that has not been treated with fire- retardant chemicals. 4.5 The welded connectors noted in this report are under a quality control program by Professional Service Industries, Inc. (AA -660). This report is subject to re- examination in two years. • • • • • •••••• • • • • ••••• • • • • • 0 000•• • • MODEL JOIST SIZE HANGER HEIGHT (inches) SEAT DEPTH FASTENERS ALLOWABLE LOADS (Pounds % Uplift 720 Normal Maximum 10d 1555 16d 1860 10d ' 16d 1940 2330 04.-NN Header _ Joist 6-10d x 1 14 U14 10 _ 4 2-10d x 1 240 445 530 555 4 865 • U24 2 x 4 31/4 6 4-10d x 11/2 6-10d x1 480 720 665 1110 800 1330 1595 830 • 1390..1560_ 1665 •1 got :, _ 1 5 665 1 1125 2x6,2x8 4 10 11210 2 2 10to2x 14 7 0214 2 x 14,2x 16 10 N N N N N N N N N N N N N N N N N N N N N N N N N , t 12 8-10d x 11/2 960 1330 4 2 -10d x 1 240 445 530 555 U34 3 x 4 34 8 4-10d x 1% 480 890 1065 1110. • 133 _ 1136 5% 14 6-10d x 1 720 1555 1860 1940 MI 8 /s ^ 11310 3 3 16 6-10d x 1 720 295 1775 445 2130 530 2228 s 556 2E: 611, 11314 10 4 2 -10d U44 2% 8 _ 4-10d 590 890 1065 1111 6 1530• _ 4 U46 4 x 6 4 x 8 14 6-10d 890 1555 1860 1946 2330: 11410 4x10,4x 12 8% 16 6-10d 890 1775 445 2130 530 22x0 55s 2660 e65: U414 1 4x 14,4x 16 10 4 2-10d 295 U� 3 8 4-10d 590 890 1065 1110 1330 1126-2 i 5 14 6-10d 890 1555 1860 1940 2330 11210.2 2-2 x 10, 2 x 12 8 8 4-10d 590 890 1065 1860 1065 1110 1940 1110 1330 2330 1330 2330 2330 2860 U66 6x6,6x8 5 890 1555 14 6-10d U610 6x 10to6x 14 8 8 2 -10d 295 890 U26-3 1 41/4 890 1555 720 1555 1860 1860 1940 1940 14 _ 6-10d 11210 -3 3-2 x 10 to 2 x 14 7 14 T 6-10d x 1 113510/14 TJI- 35X -14 9 _ 720 1775 2130 2220 _ 16 6-10d x 1 U351620 10a /r3 14 6-10d 890 1555 1880 1940 2330 2650 03510.2 1 8 16 6-10d 890 1775 2130 2220 U3512 -2 _ 2 11 4 2 -10d x 1 240 445 530 555 - 665 U24R _._._ ___ 3a /g 8 4-10d x 1 480 890 1065 1110 1330 2 x6 2x 8 rough 5 I 9% 720 1555 1880 1940 2330 _ 14 6-10d x 1 U210R 2 x 10, 2 x 14 rough , 4 8 2 -16d 355 445 530 555 665 U44R 4 x 4 rough 2% 4-16d 710 1065 890 1065 1110 1330 U46R 4 x 6, 4 x 8 rough 4 1555 1880 1940 2330 U41 OR 4 x 10, 4 x 12 rough 81/4 2 14 6-16d USER 6 x 6, 6 x 8 rough 5 HHHI 8 4-16d 710 1065 890 1065 1110 1330 2330 1555 1880 1940 14 6-16d U810R US83510/12 11383512/20 6 x 10, 6 x 14 rough 8 720 720 1555 1775 1860 2130 1940 2220 2330 2880 14 6 -10d x 1 TJU35S -12 8 _ 16 6 -10d x 1 TJ1J358 -20 10 Page 3of12 ER-5117 TABLE 1 - U SERIES HANGERS For SI: 11nch = 25.4 mm, 1 pound = 4.45 N. 1. Maximum header thickness shall be 2 inches (net) in order to obtain required nail penetration. 2. Hanger bearing and nail values are based on unit stresses for Douglas* larch. 3. The 10d and 16d common nails have a length of 3 Inches and 3 Inches, respectively. The 10d by 1 nails are special hanger nails, 11/2-inches long. The shorter hanger nails shall not be substituted for the required 10d or 16d common nails. 4.1 Od common nails are permitted to be used in lieu of 16d common nails, provided there Is an appropriate reduction In allowable loads. See allowable load columns. 5. The allowable tabulated loads are based on the lower values of (a) seat bearing at 460 pounds per square inch of the dry dimension, (b) nail values are in accordance with the code, (c) ultimate test Toad divided by 3, or (d) test load producing /e -inch joist deflection. Loads are to be reduced where member shear capacity results In Tower values. 6. "Normal" loads are permitted to be increased for duration of load in accordance with the code, up to the maximum load tabulated. 7. The connector provides a torsional resistance up to a maximum joist depth of 32". u 11210 •••• • • •••• •••••• •• • • • • • • • • •• • • • • • •• • • • • • •• • •••• • • •••• ••• • • • •• • • • • • •••••• • • • • • 000000 • • • MODEL FASTENERS ALLOWABLE LOADS (Pounds) JOIST S Header Joist F e l- 460 psi Fc1625 psi Uplift Normal 115% 125% Normal 115% 125% HU14 1 x 14 36-16d 8-10d x 1 1680 2870 3060 3185 3450 3. 3780 HU26 2 x 6 4-16d 2 -10d x 1 240 535 615 670 535 61'% • • :670 HU28 , 2 x 8 6-16d 4-10d x 1 480 805 925 1005 805 • 1005 HU210 2 x 10 8-16d 4-10d x 1 480 1070 1230 1340 1070 1 x • 1340 HU212 2 x 12 10-16d 6-10d x 1 720 1340 1540 1675 1340 154•0• • 1675 HU214 2 x 14 12 -16d 6-10d x 11/2 720 1610 1850 2010 1610 1 • • • 2010 : HU34 3 x 4 4-16d 2 -10d x 1 240 535 615 670 535 W • 670 HU38 3 x 6 8-16d 4-10d x 1 480 1070 1230 1340 1070 1740 • • • 1340 i HU38 3 x 8 10-16d 4-10d x 1 1 / 2 480 1340 1540 1875 1340 1 0 1 1 • • 1675 e 14U310 3 x 10 1416d 8-10d x 1 720 1875 2155 2345 1875 xI 55 • • 2345 HU312 3 x 12 16-16d 6-10d x 1 720 2145 2465 2680 2145 485 2680 • • HU314 3 x 14 18-16d 8-10d x 1 960 2410 2770 3015 2410 27.7Q• • 3015 HU318 3 x 16 20-16d 8-10d x 1 960 2680 3080 3200 2680 3080 3350 HU44 4 x 4 4-18d 2 -10d 300 535 615 670 535 615 670 HU46 4 x 8 8-16d 4-10d 605 1070 1230 1340 1070 1230 1340 HU48 4 x 8 10-16d 4-10d 605 1340 1540 1675 1340 1540 1675 HU410 4 x 10 14-16d 6-10d 905 1875 2155 2345 1875 2155 2345 HU412 4 x12 16-16d 6-10d 905 2145 2465 2680 2145 2465 2680 HU414 4 x 14 18-16d 8-10d 1205 2410 2770 3015 2410 2770 3015 HU416 4 x16 20-16d 8-10d 1205 2680 3080 3350 2680 3080 3350 HU66 6 x 6 8-16d 4-16d 715 1070 1230 1340 1070 1230 1340 HU68 6 x 8 10-16d 4-16d 715 1340 1540 1675 1340 1540 1675 HU610 6 x10 14-16d 6-16d 1070 1875 2155 2345 1875 2155 2345 HU612 6 x 12 16-16d 6-16d 1070 2145 2465 2680 2145 2465 2680 HU614 6x 14 18-16d 8-16d 1430 2410 2770 3015 2410 2770 3015 HU616 6 x16 20-16d 8-16d 1430 2680 3080 3350 2680 3080 3350 HU24 -2 2 -2 x 4 4-16d 2 -104 300 535 615 670 535 615 670 HU26 -2 2 -2 x 6 8-16d 4-10d 605 1070 1230 1340 1070 1230 1340 HU28-2 2 -2 x 8 10-16d 4-10d 605 1340 1540 1675 1340 1540 1675 HU210 -2 2 -2 x 10 14-16d 6-10d 905 1875 2155 2345 1875 2155 2345 HU212 -2 2 -2 x 12 16-16d 6-10d 905 2145 2485 2680 2145 2465 2680 HU214 -2 2 -2 x 14 18-16d 8 -10d 1205 2410 2770 3015 2410 2770 3015 HU216-2 2 -2 x 16 20-16d 8 -10d 1205 2680 3080 3350 2680 3080 3350 HU310 -2 2 -3 x 10 14-16d 6-10d 905 1875 2155 2345 1875 2155 2345 HU312 -2 2 -3 x 12 16-16d 6-10d 905 2145 2465 2680 2145 2770 2680 HU314 -2 2 -3 x 14 18-16d 8-10d 1205 2410 2770 3015 2410 2770 3015 HU210 -3 3-2 x 10 14-16d 6 -10d 905 1875 2155 2345 1875 2155 2345 HU212 -3 3-2 x 12 16-16d 6-10d 905 2145 2465 2680 2145 2465 2680 HU214 -3 3-2 x 14 18-16d 8-10d 1205 2410 2770 3015 2410 2770 3015 HU216 -3 3-2 x 16 20-16d 8-10d 1205 2680 3080 3350 2880 3080 3350 H113516/22 2 x 16-22 20-16d 8-10d x 1 960 2680 2945 3015 2680 3080 3350 HU3514 -2 2- 2 x 14 18-16d 8-10d 1205 2410 2770 3015 2410 2770 3015 HU3516/2 2 -2 x 16 20-16d 8-10d 1205 2680 3080 3350 2680 3080 3350 Page 4of12 TABLE 2 - HU SERIES HANGERS ER -5117 For SI: 1 inch = 25.4 mm,1 psi = 6.89 kPa, 1 pound = 4.45 N. 1. Minimum header thickness shall be 2 Inches (net) in order to obtain required nail penetration. 2. Hanger bearing and nail values are based on unit stresses for Douglas fir larch. 3. The 16d and 10d common nails have a length of 3 inches and 3 Inches, respectively. The 10d by 1 nails are special hanger nails, 1 - inches long. The nails shall not be substituted for the required 16d or 10d nails. 4. "Normal" loads are permitted to be increased for duration of load in accordance with the code up to the maximum toad tabulated. 5. The allowable tabulated Toads are based on the lower values of (a) seat bearing at 460 pounds per square inch of the dry dimension, (b) nail values are in accordance with the latest edition of the code, (c) ultimate test load divided by 3, or (d) test load producing 1 /8-inch joist deflection. Loads are to be reduced where member shear capacity results in lower values. 6. The connector provides a torsional resistance up to a maximum joist depth of 30 ". ••• • ••• • • • • • • • ••• • • •• • •• •• • • • • • • 000000 • • • • • • •••••• • • • • 000000 • • • • • MODEL FASTENERS3 I ALLOWABLE LOADS (Pounds) Fcl 625 psi JOIST S ,-,m Header Joist 460 psi Uplift , Normal 115% 125% Normal 115•/, ; 125% 3 "-31/2" 12 -16d 6-10d 905 1 1610 1850 2010 1610 1850 2010 HU 31/2" -71/2 12 -16d 6-16d 1070 1610 1850 2010 1610 1850. 1010 • •23145 • • 2345 3" -31/2" 14-16d 6-10d 905 1875 2155 2345 1875 2155 3 " -71/2 1416d 6-16d 1070 1875 2155 2345 1875 2155 .,• 1 3 / 4 16-16d 6-10d x 1 1/2 720 1345 1425 1480 2145 2 4 6 , f 8 0 2 18-16d 10-10d x 11/2 1200 2410 2770 3015 2410 2770. •.• ,3015 4 3815 1 1 3 " -31/2" 18-16d 10-10d 1505 2410 2770 3015 2410 2778... 277 3W -7 18-16d 8-16d 1430 2410 2770 3015 2410 2 22 -16d 10-10d x 1 1200 2950 3390 3655 2950 33%). • „3685 i 3 "-31/2 22-16d 10-10d 1505 2950 3390 3655 2950 33%%. 3310 3220 • • X685 ' $685 • 3310 3W -7 22-16d 8-16d 1430 2950 3390 3655 2950 1 24-16d 10-10d x 1% 1200 2510 2845 2735 3090 _ 1 24-16d 12 -10d x 11 1440 2690 2850 2980 3215 _ 37% • 8890 2 24-18d 6-10d x 1 720 2655 2735 2790 3215 3430 f 3550 2 24-16d 10-10d x 1 1200 3215 3565 3655 3215 3700 4020 3"4 24-16d 12 -10d 1810 3215 3700 4020 3215 3700 4020 3 24-16d 12 -16d 2145 3215 3700 4020 3215 3700 4020 2 26-1 6d 10-10d x 11/2 1200 3430 3565 3655 3485 4005 4355 3 " -3W 26-16d 12 -10d 1810 3485 4005 4355 3485 4005 4355 3 "-7 26-16d 12 -109 2145 3485 4005 4355 3485 4005 4355 1 30-16d 10-10d x 1% 1200 2510 2645 2735 3090 3220 3310 Page 5 of 12 TABLE 2 - HU SERIES HANGERS (Continued) For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 pound = 4.45 N. HU HU MIN. NAILING ' HOLES qL SID AND RRiIANGLE HOLES ER -5117 • • •••• •••••• •• • • • • • • •• •••••O • • • • •••••• � ••••• • • OOOOO � • • • • • • • •.••• •• •••••• • • • •••• • ••••1. •••• • • • • • • •• MODEL FASTENERS ALLOWABLE LOADS (Pounds) F 625 psI JOIST SIZE Header Joist UPLIFT Fcl 460 psi Normal 115% 125% Normal 115% 125% HU24TF 2x4 5-16d 2 -10d x 1 245 1585 1590 1610 2080 2085 2100 HU26TF 2x6 10-16d 4-10d x 1 490 1750 1805 1840 2245 2300 _ 335 HU28TF 2x8 10-16d 4-10d x 1 490 1750 1805 1840 2245 2300 HU210TF 2x10 12 -16d 4-10d x 1 490 1750 1805 1840 2245 2300 2335 HU212TF 2x12 14 -184 6-10d x11/2 735 1930 2015 2070 2335 2335 3 HU214TF 2x14 18 -184 6-10d x i 735 2275 2360 - 2415 2425 2510 • HU2161F 2x16 18-16d 8-10d x 1 980 2460 2570 2645 2610 2720 • HU34TF 3x4 8-164 2 -10d x 1 245 2485 2510 2530 2600 2600 '8t HU38TF 3x8 10-16d 4-10d x 11/2 490 2870 725 2760 3495 3550 • •80 • HU38TF 3x8 12 -184 4-10d x 1 490 2670 2725 2750 3495 i 3550 • • 355.9 HU310TF 3x10 14-16d 6 -184 x 11/2 735 2850 2935 2990 3675 3780 •3'8119• HU312TF 3x12 16-16d 6-10d x 11/2 735 3425 3510 3565 3675 3760 3815• HU314TF 3x14 18-18d 8-10d x 111 x 1 980 3610 3720 3795 4335 4335 4336 HU316TF 3x16 20-16d 8-10d x 1 980 3610 3720 3795 3860 3970 • st HU24-2TF 2-2x4 8-16d 2 -104 310 2800 2600 2600 2600 2600 2600 HU26 -2TF 2 -2x6 10-16d 4-104 625 3230 3303 3345 3730 3855 3900 HU28 -2TF 2 -2x8 12 -184 4-104 625 3230 3300 3345 3900 3900 3900 H0210 -2TF 2 -2x10 14-18d 6-104 935 3480 3565 3540 4170 4170 4170 HU212 -2TF 2 -2x12 16 -16d 6.104 935 4150 4330 4335 HU214 -2TF 2 -2x14 18-16d 8-10d 1250 4335 4335 4335 4335 HU216.21F 2- 2x18 20-16d 8-10d 1250 4335 4335 2600 HU44TF 4x4 8-18d 2 -184 310 2600 2600 3165 3165 HU46TF 4x6 10 -184 4-10d 625 3155 4x8 3500 3500 HU48TF 12 -184 4-10d 825 3500 I t 0 0 ce 1 4100 4150 HU410TF 4x10 14-16d 6-10d 935 3920 4900 5110 HU412TF 4x12 16-16d 6-10d 935 4725 5050 5050 HU414TF 4x14 18-16d 8-10d 1250 4835 8-10d 5050 5050 HU416TF 4x16 20-184 1260 4960 3 -2x10 14-184 6-184 4150 4150 H0210 -3TF 1105 4150 { HU212 -3TF 3 -2x12 16-184 6-113d .�_ 4580 4810 5110 O i 1 4810 5110 HU214-3TF 3 -2x14 18-18d 8-16d 1470 4835 5050 5050 5050 5050 HU216 -3TF 3 -2x16 20 -16 8-184 5050 5050 1470 5050 5050 5050 3165 3165 HU66TF 6x6 10 -184 4-16d 735 3165 3165 3165 3500 3500 HU68TF 6x8 12 -184 4-184 735 3500 3500 3500 HU610TF _ 6x10 14-16d 6-184 1105 4150 4150 4150 4150 4150 HU612TF 6x12 16-16d 6-16d 1105 4580 4810 5110 4560 4810 5110 HU614TF 6x14 18-18d 8-16d 1470 4835 5125 5455 4835 5125 5455 HU616TF 6x16 20-164 8-16d 1470 5110 5445 5800 5110 5445 5800 Page 6 of 12 TABLE 3 - HUTF SERIES JOIST HANGERS For SI: 1 inch = 25.4 mm,1 psi = 8.89 kPa,1 pound = 4.45 N. 1. Hanger bearing and nail values are based on unit stresses for Douglas fir larch. 2. The 16d common nafs have a length of 3 inches long except when joist width is less than 3 inches. then 10d nails are 1 Inches long. 3. The allowable tabulated Toads are based on the laver values of (a) seat bearing at 460 or 825 pounds per square inch of the dry dimensions, (b) nail values are in accordance with the latest edit ion of the code, (c) ultimate test load divided by 3, or (d) test load producing 1/2-inch joist deflection. Loads are to be reduced where member shear capacity results in lower values. 4. "Normal" Toads are permitted to be Increased for duration of bad In accordance with the code as noted in the table, 5. The connector provides a torsional resistance up to a maximum joist depth of 16W. Huh ER -5117 • •••• • •••• •• • • • • • • • • •• • • •••••• •• • • • • • •• • • •••• • •••• ••• • • • •• •••••• • •••••• • • •••••• • • ••••• • • ••••• •••••• • • • •••••• • • •••••• • • Page 7of12 TABLE 4 - LBV, B, HB, HHB, GB AND HGB SERIES HANGERS ER-5117 2 -3 10-32 2 11 -32 2 7-32 2 11 -32 2 ; 11-32 2 -7 11 -32 2 : 10-32 10-32 ' 2 10-32 2 10-32 2 2 2 2 2 2 10-32 10-32 10-32 3 -7 11 -32 3 7-32 4-16d 2- 10dx11/2 6-16d 2- 10dx11 6- 10dx1 2- 10dx1 6-16d 2- 10dx1 4-16d 2- 10dx11/2 4-1W 2- 10dx1 6-16d 1 /2 �2- 10dx1 6-16d 2- 10dx1 6-16d 2- 10dx1 240 245 245 245 245 2035 2300 2415 2415 2640 2915 125% 1835 2035 2035 1835 145% 2085 VG, .3165 65 • 3165 3165 3165 3635 • •8835 2 11 -32 11 -32 2 I 8-16d 2 ( 10-16d _ 2 3.3 4 7 10 -N20A 4-N54A 10 -N20AN 10 -N54A 10 -N54A 14 -N54A 10 -N54A 10 -N54A 14 -N54A 6-N54A 6 -N54A 240 240 240 4-10d 2-N54A 4 -N20AN 8 -N20AN 4 -N20AN 4 -N20AN 4 -N20AN 6-N54A 6-N54A 770 770 1455 1455 Normal 1790 4330 4185 5135 6136 4000 4000 4000 4000 1820 4330 4185 5135 6135 2035 2255 2415 NorQ1aI 2033 • 2085 • 2088 • 1836• 8090 6180 6295 4330 4185 5135 5135 4330 4330 4330 4185 4165 4185 • 5135 5135 5135 5135 5135 5135 4330 MODEL MATERIAL WIDTH HEIGHT 14 ga. 3 -5 12.a I 5 4-16d 2- 10dx1 240 • • • •• • 20 32 31/2 1455 5575 5140 20 32 31/2 HGB" 7 ga. 5 -7 20-32 4 14 -N54A 6-N54A 1455 7885 8265 8520 7885 8285 8520 For Si: 1 Ind% = 25.4 mm 1 psi = 6.89 kPa,1 pound = 4.45 N. 1. Banger bearing and nail values are based on unit stresses for Douglas flr larch. 2. Suffident header thickness shall be provided to obtain required nail penetration. 3. When four N54A joist nails are used, allowable uplift load is 970 pounds. When six N54A joist nails are used, allowable uplift load Is 1455 pounds. 4. The connection to the header face and to the header top are special N54A nags furnished with the hangers. The N54A nails are medium carbon, embossed l on the�head. The haangers are w to the Inches flange of steel head= as indicated. The N54A Identifable in is 182 ponds per nail. "V' 5. The 10d and 16d common nags have a length of 3 inches and 3 inches, respedlvely. 6. The aflowable tabulated loads are based on the lower value of (a) seat bearing at 460 or 625 pounds per square Inch of the dry dimension, (b) nail values are in accordance wrltr the latest edition of the code, (c) ultimate test load divided by 3, or (d) test load produdng 1 4-Inch joist defledlo Loads are to be reduced where member shear capacity results in lower values. 7. Joist depth limited to 16 inches for solid sawn members. 8. "Norman loads are pemdtted to be increased for duration of load In accordance with the code as noted in the table. 9. When four N54A joist nags are used, allowable uplift load is 970 pounds. When six N54A joist nails are used. allowable uplift load is 1455 pounds. 10. The connectors in Table IV provide a torsional resistance up to a maximum depth of 27". • • • • • • • • • • • • • • • •• • • MODEL MATERIAL WIDTH HEIGHT FASTENERS ALLOWABLE LOADS (Pounds) SEAT LiEr In leader Fc i Fci 625 I Joist Normal 125% Normal 115% 126,4 . , vve 19/16 5-32 2 -10d 2 -10d x 11h 1575 1620 2070' • • 21 C) 212.0 12 su Flange 18 / 1 s 5-32 2 -10d 2 -10d x 1 1920 1950 1970 2200. • • ZAP 2:00', Top 12 1% 5-32 2 -16d 210d x 1 2065 2090 2110 N N N N M M M tt V' 'Q p to d V' 2 to 2 id id t0 tP 2200.. .. • 3Q0 X00 2200 - 200 , gauge stirrup 1 5-32 2 3 0 0 0 0 0 0 8 0 8 3 {t) to to 3 to N N N g Z i g i l g (D S m 1 r r ' r r r Q Q 4 4 4 Z ab ab Cb ab ab N N N N N N tV A N N P� n� ti� 4 2 -10d x 1 1805 1835 2 5-32 2 -10d x 11/2 2200 e 2 2� • • a.280 •4 WN P 9 1% 5 - 3 2 3 2 -10d x 1 1 / 2 2265 2295 • 325 ...32%5 AM 4 , 3255 • 1 5-32 3 2 -10d x 1 2 -10d x 114 2610 2780 2640 7 gauge Top Fl 12 gauge stirrup 2 5-32 3255 • ..32,05 3255, 2% 5-32 2 -10d x 1 2495 325 355 3�o. • 23/ 5-32 2 -10d x 1 2665 3250 3255 '32tj5 . 3 5-32 2 -10d x 1 1 l2 3255 325�a.. • 3255 . ,32§5 3 /ts 5-32 2 2 -10d x 1 3185 _. 3255 3255 325'e 336. -716 5 2 2 -10d x 11/2 6-10d x 1 6-10d x 1 6-10d x 1 6-10d 3255 4165 4165 4165 4165 3255 4165 4165 4165 4165 3255 4165 4165 4165 VVNPU WPU 7 gauge Top Flange 12 Pugs strrup 13/4-2% 9-18 3 13 -23 18 3 4165 4165 4165 4165 4165 4165 1 -2 24-28. 3 4165 4165 4165 3 -3 9-18 3 316-39/ 3 181/2-231/2 24-26 3 6-10d 4165 4165 4165 4165 4165 3 6-10d 4165 4165 4165 4165 4165 9.19 3 gauge Top Flange 11 gauge stirrup 2 5-32 8-10d x 11 4-10d 3380 4135 3500 4310 4425 4505 5285 5285 5285 2 5-32 3 5-32 _ 2-10d 5285 5285 5285 5285 5285 3 5-32 4-10d 5285 5285 _ 5285 5285 5285 31/ 5-32 2 -10d 4280 4315 5285 5285 5285 3 5-32 2 -10d 4420 4460 5285 5285 5285 3 5-32 - 2 -10d 4565 4605 5285 5285 5285 3 5-32 2 - 2 -10d 4710 4750 5285 5285 5285 4 5-32 2 _ 2 -10d 4855 4890 5285 5285 5285 4%-7 5-32 2 _ 2 -10d 5285 5285 5285 5285 5285 HWU 3 gauge Top Flange 10 gauge stirrup 1 - 2 9-18 3 6- 10dx1 6- 10dx1 6- 10dx1 6335 6335 6335 6335 6335 6335 6335 6335 6335 _ 6335 6335 6335 13/a -2% 18 -22 3 _ _ 6335 6335 1 1 23-28 3 3 -3 9-18 3 _ 6 -10d 6335 6335 6335 6335 6335 3 -3 18 3 6-10d 6335 6335 6335 6335 6335 3 -3 23-28 3 _ 6 -10d 6335 6335 6335 6335 .. Page 8 of 12 TABLE 5 - V1 AND HW SERIES HAN 1 ,2,3,4,5 ER -5117 • • • For SI: 1 inch = 25.4 mm,1 psi = 6.89 kPa,1 pound = 4.45 N. 1. Hanger bearing and nail values are based on unit stresses for Douglas fir larch. 2. The allowable tabulated loads are based on the lower value of (a) seat bearing at 460 pounds per square inch of the dry dimension, (b) nail values in accordance with the code, (c) ultimate test load divided by 3, or (d) test load producing 1 6-Inch joist deflection. Loads are to be reduced where member shear capacity results in lower values. 3. When the joist member is less than 3 inches wide, 10d by 1 4nch joist nails are acceptable. 4. Joist depths limited to 16- inches for solid sawn members. 5. WNP and HW hangers can be ordered as WNPU and HWU for uplift loads, in widths between 1 to 3 inches. Four N20AN nails are added to both the face of the header and the joist. The WNPU at 18 inches height = 980 pounds, loads at 18 to 24 inches height = 485 pounds, and at 24 to 28 inches height = 315 pounds. The HWU load at 18 inches height = 810 pounds, at 18 to 22 inches = 810 pounds and at 23 to 28 inches height = 735 pounds. 6. The 10 -penny common nails have a length of 3 inches. 7. The 20 -penny N20A annular ringed nails have a 0.193 -inch diameter and a length of 1 inches. The N20AN nails are provided with the device and have 143 pound load capacity as noted in the table. 8. "Normal" loads are permitted to be increased for duration of load in accordance with the code. 9. For welding of steel headers use 1 /8 by 1 inch long fillet welds at each end of the top flange of W model, 3 /16 by 1 inch long for IMP model, and 1 /4 by 11/2 inch Tong for HW model. 10. HW hangers have 1 4 by 2 -inch single fillet welds each leg of U -strap to angle. 11. The connectors provide a torsional resistance up to a maximum joist depth of 16" for the WANNP series and 22" for the HW series. MODEL HANGER DIMENSIONS unches)3.4 FASTENERSS, s 7•a ALLOWABLE LOADS (Pounds) UPUtTa 460 psi 560 psi Width Height Stirrup Header Joist Normal Maximum Normal Maximum GLTIGLTI 3 ga. T.F. 2 -71/2 8 7 ga. x 5 10 -1454A 6-N54A 1455 7000 7000 7000 7000 238.712 8 7 ga. x 6 10 -N54A 6 -N20AN 1265 7000 7000 7000 7000 HOLT/HOLT) 3 ga T.F. 2 7 7 ga. x 6 18 -N54A 6-N54A 1455 8270 8540 9830 10100 3 7 7 ga. x 6 18 -N54A 6-N54A 1455 9965 10215 11590 11865 5 7 7 ga. x 8 18 -N54A 6-N54A 1456 12750 12750 11950 12750 2% 7 7 ga. x 8 18 -N54A 6-N54A 1455 8130 8370 9395 9845 3 7 7 ga. x 6 18 -N54A 6 -N20AN 1265 10750 11025 12750 12750 5 7432 7 ga. x 6 18 -N54A 6 -N20AN 1265 12750 12750 11930 12750 Page 9 of 12 ER -5117 HGLT TABLE 6 - GLT/HGLT HANGERS For SI: 1 inch = 25.4 mm 1 psi = 6.89 kPa,1 pound = 4.45 N. 1. The GLT and HGLT Series Joist Hangers must be supported by glued- laminated beams of Douglas flr -larch or southern pine. 2. 'Normal" loads are permitted to be increased for duration of load In accordance with the code as noted In the table. 3. The 2 inch long angle leg bears on the top of the header. 4. The depth of the saddle vary with the depth of the supported beam. 5. The connection to the supported beam, header top and header face are special N54A nails furnished with the hangers. The N54A nails are medium carbon, sera hard, /4 inch diameter fully annular ringed naffs 2 inches long, having a 1/4 Inch diameter head, with a shear value of 182 pounds per nail. 6. The GLT Series are permitted to be attached to steel headers by /16 -Inch by 2 Inch welds located at each end of the header angle to obtain the values tabulated above. The HOLT may be attached to steel headers by 1 /4 by 21/4 Inch welds located at each end of the header angle to obtain the teaser 0f the values tabulated for HGLTs or 12,000 pounds maximum. 7. All GLT hangers supported by or supporting sawn lumber shall have a 2 by3 /a by 1 /4 by 12 Inch header angle. 8. The allowable tabulated leads are based on the lower value of (a) seat bearing at 580 pounds per square Inch for glued - laminated Douglas fir or 460 pounds per square inch of regular sawn lumber, (b) ultimate teat load divided by 3 or (c) test load producing 1 /e inch supported beam deflection. Loads are to be reduced where member shear capacity resume to Tower values. Wood bearing values are to be adjusted for other species of wood or wet conditions of use In accordance with the code. 9. Uplift Is limited to a maximum beam depth (H) of 281/4 inches. 10. The connectors provide a torsional resistance up to a maximum joist depth of 32". GLT •••• • • • • • • • .••• • •• • • • • • •• • •• •••• • • • • • • • • • • •• • • • • • • •• • • • • • • . • • • • • .• • • • •� • • • • • •••• • • •••• • • ••• • •• •• • • Page 10 of 12 TABLE 7- GLSIHGLS /GLSTIHGLST HANGERS For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. 1. Bolts are added to any GLS or HGLS series saddle hangers for purposes of horizontal seismic load values only. These loads are not additive to vertical Toad capacity. Three 3 /4 -inch diameter machine bolts must be installed through each supported member and two 3 /4 -inch diameter machine bolts are installed through the main member. The allowable toad is based on Douglas fir, larch or southern pine lumber with a minimum thidmess of 3 inches. 2. The than as a thickness of 0.239 inches (3 guage), and extends 4 inches down each side of the main member for the GLS and 6 inches fr iGLS. 3. The - 1 to the joist sides and main member face are special N54A nails furnished with the hangers. N54A nails are medium carbon, -ach diameter fully annular ringed nails 21/2 inches long, having a / -inch diameter head, and identifiable in the fold by the letter .,ossed are the bead. The N54A has a shear value of 182 pounds per nail. 4. "Normal" loans are permitted to be increased for duration of load in accordance with the code as noted in the table. 5. The allowable tabutated toads are based an the lower value of (a) seat bearing at 560 pounds per square inch, (b) ultimate test load divided by 3, or (c.) °-.zst road producing 1 /8-inch joist deflection. Loads are to be reduced where member shear capacity resufts in tower values. The allowable 1 dssflown are the allowable toads permissible on either supported member or one -half of main member seat bearing where the main ire rr L.er oehtrols. Wood bearing values is based on unit stresses for Douglas fir and is to be adjusted for other species of glued- laminarAl lumber or wet condflions of use in accordance wl h the rode. , rs are 6nsted to a maximum beam depth of 28 inches. s are installed as noted in footnote 1, an allowable horizontal load of 12,300 pounds (lateral toad) may be assigned to the cony. The allowable load may not be increased for duration of load. 8. The co rs provide a torsional resistance up to a maximum joist depth of 32". ER -5117 HANGER DIMENSIONS (Inches) FASTENERS UPLIFT ALLOWABLE 4OApe • , sPcwNsis} •.• MODEL Supported Member Main Member Length Channel Stirrup Header Joist • Norms(. • • • • 1859 GLS3 -5 3 1 / 4 5 1 / 4 6 7 ga. x 5 6-N54A 6-N54A 1455 1 9790 • • 4 9 1 995 100809 G1S3 -7 3 6 6 7 ga. x 5 6-N54A 6-N54A 1455 1 984Q • • '10005 10115 GLS3 -9 3 8 6 7 qa. x 5 6-N54A 6-N54A 1455 9840 "'10005 10115 GLS5 -5 5 5 1 /4 9 7 ga. x 5 6-N54A 6-N54A 1455 13085' 1 1390 • GLS5 -7 5 6 12 7 ga. x 5 6-N54A 6-N54A 1455 13085' '19080 i /3080 • GLS7 -7 8 6 12 7 qa. x 5 6-N54A 6-N54A 1455 1404r • ;1 14046 GLS7 -9 6 5 12 7 qa. x 5 6-N54A 6-N54A 1455 1404 14040 140•10 • HGLS5 5 SPEC 12 7 ga. x 6 14 -N54A 8-N54A 1 940 168$ .1 16965 • HGLS7 6 SPEC 12 7 ga. x 6 14 -N54A 8-N54A 1940 18835' • 1E1335 18885 1 11GLS9 8 SPEC 12 7 ga. x 6 14 -N54A 8-N54A 1940 16835 16835 16835. 1 GLST3 3 SPEC 10 7 qa. x 6 6-N54A 6-N54A 1455 12465 12630 12740 GLST5 5 SPEC 12 7 ga. x 6 6-N54A 6-N54A 1455 14685 14685 , 14685 GLS17 6 SPEC 13 7 ga. x 6 6-N54A 6-N54A 1455 14885 14685 14685 HGLST5 5 SPEC 12 7 ga. x 6 14 -N54A 8-N54A 1940 16835 16835 16835 HGLST7 6 SPEC 13 7 ga. x 6 14 -N54A 8-N54A 1940 16835 16835 16835 HGLST9 8 SPEC 15 7 ga. x 6 14 -N54A 8-N54A 1940 16835 16835 16835 Page 10 of 12 TABLE 7- GLSIHGLS /GLSTIHGLST HANGERS For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. 1. Bolts are added to any GLS or HGLS series saddle hangers for purposes of horizontal seismic load values only. These loads are not additive to vertical Toad capacity. Three 3 /4 -inch diameter machine bolts must be installed through each supported member and two 3 /4 -inch diameter machine bolts are installed through the main member. The allowable toad is based on Douglas fir, larch or southern pine lumber with a minimum thidmess of 3 inches. 2. The than as a thickness of 0.239 inches (3 guage), and extends 4 inches down each side of the main member for the GLS and 6 inches fr iGLS. 3. The - 1 to the joist sides and main member face are special N54A nails furnished with the hangers. N54A nails are medium carbon, -ach diameter fully annular ringed nails 21/2 inches long, having a / -inch diameter head, and identifiable in the fold by the letter .,ossed are the bead. The N54A has a shear value of 182 pounds per nail. 4. "Normal" loans are permitted to be increased for duration of load in accordance with the code as noted in the table. 5. The allowable tabutated toads are based an the lower value of (a) seat bearing at 560 pounds per square inch, (b) ultimate test load divided by 3, or (c.) °-.zst road producing 1 /8-inch joist deflection. Loads are to be reduced where member shear capacity resufts in tower values. The allowable 1 dssflown are the allowable toads permissible on either supported member or one -half of main member seat bearing where the main ire rr L.er oehtrols. Wood bearing values is based on unit stresses for Douglas fir and is to be adjusted for other species of glued- laminarAl lumber or wet condflions of use in accordance wl h the rode. , rs are 6nsted to a maximum beam depth of 28 inches. s are installed as noted in footnote 1, an allowable horizontal load of 12,300 pounds (lateral toad) may be assigned to the cony. The allowable load may not be increased for duration of load. 8. The co rs provide a torsional resistance up to a maximum joist depth of 32". ER -5117 MODEL HANGER HEIGHT (Inches) HANGERS WIDTH (Inches) FASTENERS4 ALLOWABLE LOADS (Pounds) Header Joist Uplift Normal • Maglmum ' SUR/SUL SURI/SUU 2 - 3 1 - 3 4 -16d 4-10d x 1 450 530 . . ` d5 , , 3 /4 43/4- 5 1 - 3 6 -16d 6-10d x 1 720 i 800 . • . • ad8i0 • 43 /4 - 5 1 - 3 8 -16d 4-16d x 2 710 1065 •••:4330 8 -10 1 3 8 -16d 8-10d x 1 10- 10dx1 960 1200 1065 1330 • • • • 0330 • ••..1860 • 6 -10 1 -3 10 -16d 8 -10 11/2 - 3 12- 16d 12 -10d x 1 1440 1595 • • • • .1995 •. 8 -10 1 -3 14 -16d 6- 16dx2 1065 1860 •.•2 %30 e 12 -13 1 - 3 18 -16d 8-16d x 2 1420 2395 • . •.'WOO HSUR/HSUL 4 -5 1 -3 /1s 12 -16d 4- 16dx2 715 1610 • ` 2100 73/ - 83/ 1 - 3 20 -16d 6-16d x 2 1070 2880 • .3350 • 11 -12 1 - 3 28 -16d 8-16d x 21/2 1430 3485 ` p•` 4355 • _ Page 11 of 12 TABLE 8 - SURISUL AND HSUR/HSUL SKEWED SERIES HANGERSI For SI: 1 inch = 25.4 mm,1 pound = 4.45 N. 1. The allowable loads are based on Douglas fir -larch or southern pine lumber . 2. All SUR/SUL and HSUR/HSUL models are mirror -triage identical, skewed 45 degrees right or left. SUR/SUL models are No. 16 gauge: HSUR/HSUL models are No. 14 gauge galvanized steel. 3. Hanger heght and width vary depending upon the size of the Joist being supported. The allowable load assigned to the particular hanger being used Is dependent upon the number of fasteners as noted in the table. 4. The 16d nails are 16d common nails. The 16d by 2 nails are 16d common nail gauge by 2 inch long. The N2OAN are 20d common nails by2% inch long annular ring shank nails, with a capacity of 143 pounds per nail. The 10d by 1 nails are 10d common nails by 1 inches long. 5. The allowable tabulated loads are based on the lower value of (a) seat beating at 460 pounds per square inch of the dry dimension, (b) nail values in accordance with the code, (c) ultimate test bad divided by 3 or test load producing 1 /8 inch joist deflection. Loads are to be reduced where member shear capacity results In lower values. 6. The uplift loads have been increased by 1.33 as for wind or seismic loads. No further increases are allowed. The 10d by 11/2 nails must be used with 2 by nominal lumber along with the corresponding uplift loads. 7. "Normal" loads are permitted to be increased for duration of load in accordance wTh the code up to the maximum bad tabulated. 8. Use of the hanger to laterally support members where required by design Is beyond the scope of thls report ER -5117 • .. •• • • • •• • • • e • • •• • • • • • • • •• • PARAGRAPH NUMBER OF THIS REPORT CONNECTOR SERIES STEEL SPECIFICATION 1 MINIMUM YIELD ASTM STRENGTH (ksi) DESIGNATION j MINIMUM STR (ksi) III. A U A 853 LFQ i 28 38 III. B HU and HUTF A853 CO i 28 38 111 C LBV/B/HB A 653 CO i 28 38 11I. D HHB A570 33 52 III. E GB A570 17095 • • 33 52 01. F WMMP/HW A570 2 - bolts 33 52 _ 111. G GLTIHGLT A 570 7 ga. x 6 33 52 01. H GLS/HGLS A 570 7 ga. x 6 33 52 111.1 GLST!HGLST A570 7 ga. x 6 33 52 III. J SUR/SULand HSURMSU I. A653 CO 7 ga. x 6 28 38 III. M EG/MEGILEG A570 33 52 MODEL HANGER WIDTH (Inches HANGER MATERIAL FASTENERS5 ALLOWABLE LOADS (Pounds) •a Stirrup2'3 Header Angle Joist Header Normai • • • Itlla2imunj. I 5 7 ga. x 6 2 x A x 17 x 3 qa. 2-?bolts 8-1" bolts 17095 ••• :•69310 .-. • `. ___EG5 EG7 6 7 ga. x 6 2 -1" bolts 8-1" bolts 17095 •••• •19310 E G 9 8 7 4 3 7 ga. x 6 , 2-1° bolts 8-1" bolts 17095 • • • • • 19310 i l . MEG5 5 7 ga. x 6 21/2 x 12 x 11 x 7 ga. 2 - bolts 6- bolts 13570 •••• r 14885 • MEG7 6 7 ga. x 6 2 - bolts 8-3/4" bolts 13570 •• ;••Z4865 : • 11865 • • • • 12730 • LEG3 314 7 ga. x 6 2 x 12 x 81/4 x 7 ga. 2 - bolts 4- bolts LEGS 51/4 7 ga. x 6 2 - bolts 4- bolts 11865 : 11865 • 6 12730 _ •' LEG7 6 7 ga. x 6 2 - bolts 4- bolts Page 12 of 12 • For SI: 1 inch = 25.4 mm,1 pound = 4.45 N. • • • •••• 1. The EG, MEG, and LEG hangers must be supported by glued - laminated beams of Douglas fir (Coast Region), larch or southern •. pine, (Minimum compression perpendicular to the grain equal to 560 psi.). • • 2. The depth of the U strap depends upon the depth of the supported beam. 3. Maximum beam depth (H) Is 32 inches. 4. Dimension "L" equals 11 inches for EG5,13 inches for EG7, 151/2 inches for EG9 5. Vertical allowable loads require the use of the specified number and size of machine bolts in single shear through a 51/2 inch wide beam or ledger as part of the vertical Toad carrying component 6. The "normsr loads are permitted to be increased for duration of load in accordance with the code up to the maximum load tabulated. 7. The connectors provide a torsional resistance up to a maximum Joist depth of 32". For SI: 1 ksi = 6.89 N/mm TABLE 9 - EG, MEG, LEG SERIES HANGERS TABLE 10 - MATERIAL SPECIFICATIONS EG ER -5117 •. • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • FORM 600A -2004R FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCT Florida Department of Community Affairs Residential Whole Building Performance Meth Project Name: Address: City, State: Owner: Climate Zone: FRANCHINI Builder: • .: •••• 249 N.E 97 STREET Permitting Office: lilA 1IlI • • • • • • • MIAMI SHORE, FL 00000-0000 Permit Number • 07 • ALESSANDRA FRANCHINI RESIDENCE durisc lcfion Number AWN • South • • •• •• • • • 1. New construction or existing 2. Single family or multi - family 3. Number dunks, if multifamily 4. Number of Bedrooms 5. Is this a worst ease? 6. Conditioned floor area (ftz) 2607 ftz 7. Glass type 1 and area (Label read. by 13- 104.4.5 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a. (Snglee Default) 328.0 ti b. SHGC: (or Clear or Tint DEFAULT) 7b. 8 Floor types a. Slab -On -Grade Edge Insulation R=0.0, 290.0(p) 11 b. N/A c. N/A 9. Wall types a. Concrete, Int lnsul, Exterior b. N/A c. N/A d. NIA e. N/A 10. Ceiling types a. Under Attic R=19.0, 2607.011 b. N/A c. N/A 11. Ducts a. Sup: Unc. Rex: Con. All: Interior Sup. R=6.0, 25.0 ft b,N1A DATE: ass/FI@or Area: 0.13 Total as -built points: 34127 Total base points: 34296 I reby that ' plans and specications covered by i calcul on are compliance with the Florid Energy Cod. BY: 5;71 1,2-e f; �f��yv /. / - 6 7 Addition Single family 1 4 No (Clear) 328.0 ftz I hereby certify that this building, as deigned, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: R=3.0, 2582.0 41 _ 12. Cooling system a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR Heat recovery, Solar BHP - Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CVO ventilation, HF Whole house fan, PT-Programmable Thermostat, MZ- C-Multizone cooling. MZ-HI Multizone heating) PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predoninant glass type. For actual glass type and arm, see Sumner & Wader Glass output on pages EnergyGauge® (Version: FLRCSB v4.5) 7 •• ••• •• • • • • • • •• • •• • • •• Cap: 36.0If _ • • • • • SE101413.00 • • • • • Cap: T2, jji &hr s • • • • S):130 • • •• Cap: 27.3 kBtu/hr _ COP: 1.00 Cap: 27.3 kBtu/hr _ COP: 1.00 Cap: 80.0 gallons EF: 0.86 PT, CV, •••• • • ••• • • • • ••• • • •••• • • BASE AS -BUILT • • GLASS TYPES .18 X Conditioned X BSPM = Points Flo Area •••••' • • r• Overhang • • • • a Type/SC Omt Len Hgt Area X SPM X ZOE• Points. .18 2807.0 30.53 14327.0 11.Singla, Clear N 4.0 6.0 156.. • 3446 2.4. 2.Singte, Clear E 4.0 8.0 59 f) 1871 •2.65 • • 3.Single, Clear S 4.0 6.0 77% •' 611.93 • Q`• 0 • 4.Single, Clear W 4.0 6.0 36.0 70.53 0.8f • : As -Built Total: 328.0 • :. 3005.0 3078:0•• 1888.0 12240.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 2582.0 2.70 6971.4 I Base Total: 2582.0 8971.4 1. Concrete, Int instil, Exterior 3.0 2582 0 2.70 As -Built Total: 2682.0 6971.4 6971.4 I DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 117.0 6.40 748.8 1 Base Total: 117.0 748.8 1.Exterior Wood 63.0 9.40 2.Exterior Wood 54.0 9.40 1 As -Built Total: 117.0 5922 507.6 1099.8 I CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic 2607.0 2.80 7299.6 Base Total: 2807.0 7299.6 1. Under Attic 19.0 2607.0 3.72 X 1.00 As -Built Total: 2607.0 9698.0 9898.0 • • FLOOR TYPES Area X BSPM = Points Type R Value Area X SPM = Points Slab 290.0(p) -20.0 - 5800.0 Raised 0.0 0.00 0.0 Base Total: - 5800.0 1. Slab-On-Gracle Edge Insulation 0.0 290.0(p -20.00 As -Built Total: 290.0 - 5800.0 -5800.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2607.0 18.79 48985.5 2607.0 1579 48985.,5 FORM 600A-2004R EnergyGauge® DCA Form 600A -20048 EnergyGaugeelflaRES2004 FLRCSB v4.5 PERMIT #: F EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000 -0000 •• •• • •• • •• • • • ••• • • •• • •• . • • • • •• • • ••• • BASE A AS -BUILT : IMMININIMMMW • • Total Summer X System = = C Cooing T Total X Cap X Duct X System c� "X• � Cre a • C ooling Points Multiplier P Points C Component Ratio Multiplier Multiplier: • Nlultipher • Points (System - Points) (DM x min x ABU) • • • • • • ••' • _ (sys 1: Central Unit 36Q adtun .SEERIEFF(t3.0) :Unc(S) ! 73195 0.46 (1.07 x 1.165 x0:80) 0.260 0.902 • 4668.3 (sys 2: Central Unit 42000btuh ,SEER/EFF(13.0) Ducts: None 73165 0.54 (1.00 x 1.165 x 1.00) 0260 0.902 10346.4 72532.3 0.3250 2 23573.0 7 73194.8 1.00 1.119 0.260 0.902 19214.7 600A-2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, PL, 00000-0000 EnergyGaugeT/B DCA Fenn 600A -2004R EnergyGaugeS/FlaRES2004 FLRCSB v4.5 PERMIT #: •• • EnergyGauge® 4.5 •••• • • •••• •• • • • • 1 • • • •••• • •••• • ••• • • ••• •••• • • • • • •••• • FORM 600A-2004R EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FiaRES2004 FLRCSB v4.5 • • • •• • EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT 9: • - • • •• • �► • • • • ••• • ••• • •• • •• ••• • • • ••• • • BASE V reamons1 AS- BUILT • • •11 GLASS TYPES • • •.. • • • .18 X Conditioned X BWPM = Points Overhang • . r • Floor Area Type/SC Omt Len Hgt Area X .10/1 X; WQF= Poipt9 18 2807.0 3.80 1889.0 1.Single, dear N 4.0 6.0 1561 • 903 0 • 917.0 � 2.Singie, Clear E 4.0 6.0 59. .77 • i 0 • • 0 • � 3.Singte, Clear S 4.0 6.0 7710 • • 1.49 • i2 • 4200 4.Singte. Clear W 4:0 6.0 36.0 5.49 1.02• • 200.0 • As-Built Total: 328.0 1837.0 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, lnt Instil, Exterior 3.0 2582.0 1.20 3098.4 Exterior 2582.0 0.60 15492 Base Total: 2582.0 1649.2 As -Buit Total: 2562.0 3098.4 I DOOR TYPES Area X BWPM = Paints Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 63.0 2.80 176.4 Exterior 117.0 1.80 210.6 2.Exterior Wood 54.0 2.80 151.2 I Base Total: 117.0 210.6 As -Built Total: 117.0 327.6 I CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2607.3 0.10 260.7 1. Under Attie 19.0 2607.0 0.14 X 100 365.0 Base Total: 2607.0 280.7 As -Bui8 Total: 2607.0 366.0 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Slab M.0(p) -2.1 -009.0 1. Slab -On -Grade Edge Insulation 0.0 290.0(p -2.10 -609.0 Raised 0.0 0.00 0.0 Base Total: 409.0 As -Built Total: 290.0 409.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2607.0 -0.06 -158.4 2607.0 -00 -156.4 FORM 600A-2004R EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FiaRES2004 FLRCSB v4.5 • • • •• • EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT 9: • - • • •• • �► • • • • ••• • ••• • •• • •• ••• • • • ••• • • BASE AS -BUILT - - - Winter Base Points: 2944.1 f i Winter As-Built Points: •••• • 4862.6 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System• X • Crete • Fleeting Component Ratio Multiplier Multiplip•;• 1ultiplier • Points (System - Points) (DM x DSM x AHUU) • • • •••• • • • 2944.1 0.6540 1631.0 (sys 1: Electric Strip 27304 trtuh ,EFF(1.0) Du cts:unc(S),Ca ,b (Att).RCQ• • i 4862.6 0.500 (1.085 x 1.137 x 0.91) 1.000 0.950 • .E92.9 (sys 2: Electric Strip 27304 btuh ,EFF(1.0) Ducts: None 4882.6 0.500 (1.00 x 1.000 x 1.00) 1.000 0.950 2280.5 4862.6 1.00 1.123 1.000 0.950 5185.9 FORM 600A -2004R EnergyGauge DCA Form 600A-2004R FnergyGauge®fF!aRES 2004 FLRCSB v4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 24914.E 97 STREET, MIAMI SHORE, FL, 00000 -0000 PERMIT ft EnergyGauge® 4.5 •••• • • •••• • • • • •••• • • ••• • • •••• • • • •••• • •1•• • FORM 600A-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT #: PASS EnergyGaugeN DCA Form 600A-2004R EnergyGauge® /F1aRES'2004 FLRCSB v4.5 • • • •• • •. • • 1 ••.. BASE WATER HEATING Number of X Multiplier Total Bedrooms 4 2273.00 9092.0 AS -BUILT • • • • • .. •••• • • 4 • • Tank EF Number of X Tank X MuifililibrX Cr&lIt = Total Volume Bedrooms Ratio • • Mu i'plier • 80.0 0.86 4 1.00 2434968. • • 1.00 • 9726.3 • • • • • •••• • • As -Built Fo1al: • $726.3 • • • • • • 1 1 Cooling + Pleating + Hot Water = Total 1 Cooling + Feting + Hot Water = Total Points Points Points Points Points Points Points Points BASE CODE COMPLIANCE STATUS AS -BUILT 23573 1631 9092 34296 19215 5186 9726 34127 • • • • • • • • •••• • • •• • • • COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE • •. CHEOi4 c Exterior Windows & Doors 606.1.ABC.1.1 Maximemx.3 cfmisq.ft wir nfow area; .5 cfr lsq.ft. door area. • • Exterior & Adjacent Walla 606.1.ABC.12.1 Caulk, gasket, weatherstrip or seal fin: nindeahsidoars & frarmewsng wlt • foundation & wail sole or sill plate; joints between exterior wall panels at eel &ts; Wilily penetrations; between wail panels & top/bottom per; between waiisead floor. • • • • • • EX Frame wails where a continuous irdiftrattn barrier is mtsWed that exteands • and is sealed to the foundation to the " , ., , ( -. • • • • •' • s • • • Floors 606.1.ABC.1.2.2 Penetrationa/openings >1I° sealed unless backed by buss or joint member. . •••• • EXCEPTION: Frame floors where a continuous infiltration barrier is .trat'rs s • to the perimeter penetrations and sears. • • • • • • . • • • • x :. • Ceilings 606.1.ABC.12.3 Between walla & ceilings; penetrations of ceiling plane of 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. A Recessed Lighting Fortunes 606.1.ABC.12.4 Type IC rated with no penebatiora, sealed; or Type IC or non-IC rated. Installed Inside a sold box with 112* clearance & 7 from insulation; or Type IC rated wfth < 2.0cfrnfrom conditioned space, tested Multi -story Houses 606.1.ABC.12.5 Air barrier on perimeter of for cavity between floors. Additional Infiltration refits 605.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space hugs comply with NFPA, have combustion air. ItORM 600A-2004R Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 000004000 PERMIT 9: •••• 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residence.) • • EnergyGauge® 4.5 • • • ••.• COMPONENTS Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in head trap required. Spas & heated pools must have covers (except solar tested). Non-sorrenercial pools must have a pump timer. Gas spa & pooh heaters trust have a minimum thermal efficiency of 766. Water Heaters Swimming Pools & Spas Water flow must be restricted to no more than 2.5 gallons per ninrde at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically aitached, sealed, insulated, and installed hr accordance v hh the criteria of Section 610. Ducts in wtcondirioned attics: R-6 mkt insulation. Shower heads Air Distribution Systems HVAC Controls Insulation SECTION 612.1 612.1 612.1 610.1 607.1 REQUIREMENTS Separate readily accessible manual or autanred[c themnostat for each system 604.1, 602.1 Cep -Min. R-1g: Con, veils-Frame. R -11 or CBS R'-3 both sides. Camino case & floors R -11. CHECK EnergyGaugena DCA Form 600A-2004R EnergyGauge ®IFiaRES'2004 FLRCSB v4.5 • • • • • • • • • • • • • • • • • • ••• • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD a. U- factor (or Single or Double DEFAULT) b. SHGC: (or Clear or Tmt DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. All: Interior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 87.2 • • The higher the score, the more efficient the home. • • • • • • ••• • • ALESSANDRA FRANCHINI RESIDENCE, 249 N.E 97 STREET, MIAMI SHORE, FL,00000 -0000 • • • •••• 1. New construction or oxisting Additio 2. Single family or multi - family Single family 3. Number of units, if multi -may 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (ft 2607 ft 7. Glass type and area: (Label read. by 13- 104:45 if not default) Description Area 7a. ( Sagle Ddault) 328.0 02 7b. (Clear) 328.0 I2 R1.0, 290.0(p) 8 R 3.0, 2582.0 ft2 - 12. Cooler systems a. Central Unit b. Central Unit c. N/A 13. Hag systems a. Electric Strip b. Electric Strip c. N/A 14. Hat water systems a. Electric Resistance _ c. Conservation credits (HR -Heat recovery, Solar DF1P Dedicated heat pump) R =19.0, 2607.0 ft - 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, BF-Whole house fan, PT-Programmable Thermostat, Sup. R=6.0, 25.0 ft - M7- C- Multizone cooling, MI-1 Muft¢one!lining) b. N/A I certify that this home has complied with the Florida Energy Efficiency Code 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 Card will be completed based on installed Code compliant features. Builder Signature: Date: •••• • • •••• •• • • • • • •• • •• • • • .••• Cap: 3i.0 k81u! SEER: 43.00 • • • Cap: 42.0 akBiu/ hr • • • • • •• • SEFIt• 4300 ••• • • • •• Cap: 27.3 kBtu/hr COP: 1.00 Cap: 27.3 kBt u/hr _ COP: 1.00 Cap: 80.0 gallons - EF: 0.86 Address of New Home: City/FL Zip *NOTE: The home's estimated energy performance score is only available through the FLA/REScomputer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergySto9 designation), your home may qualify for energy efficiency mortgage (EIM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at ter ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunityAfairs at 850/487-1824. 1 Predominant glass type. For actual glass type and see Summer & Wmter Glass output on orom 2&4. 'EnergyGauge® (Version: FLRUSB v4.5) • • PT, CV, • • • • • • • • • ,REYES- GAVILAN Consulting Engineers,Inc. 16252 N.W. 79 Ave Miami Lakes, R 33016. Tel:(305) 828 -5205 Unit/ Area served AHU -2 ITEM N. Glass NE. Glass 66 E. Glass SE. Glass 82 S. Glass 56 SW. Glass 82 W. Glass NW. Glass 66 Hor. Glass T. Glass area = 265 L Partition Roof Floor Ceiling TOTAL SENS. GTH=TOT. SENS. x L3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation =1.1xDTxt Partition TOTAL KW = 29295 Btu/Hr = 3808313tu/Hr Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual Second Edition. SOLAR SHADE T. AREA J3TU/HR 37 x x €1' = 5106 x x = 0 x 37 x _' = 1517 x x = 0 x x -= = 4312 x x = 0 x 37 x _._ ;;::::: = 333 x x = 0 x x = 0 Subtotal = 11268 T. AREA AT U BTU/HR 1525 x 27 x 02 = 8235.0 x 27 x 0.05 = 2482.7 27 x 0.17 = 8441.0 265 x 27 x 1.1 = 7870.5 1.1 x 27 x 125.05 = 3714.0 0 x 27 x 0.09 = 0.0 30743.2 Btu/hr 9.0 Kw Q ARCHxVOLJ60= 0.48 x 15632 / 60 = 125.052 Area A/C= Sq. ft Volume A/C= 1 x 8.5 = 15632 Cu. ft. Data Calculated by Checked by ITEM N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall, W. Wall. NW. Wall Knee wall T. Wall Area TONS = 3.2 USE Cfm SgFt/T = 525.4 CFM/sq.ft = 0.8 Summer design: 91.0 ° F Summer Coincident W.B.: 77.0 ° F Sommer Daily range.: ILO ° F Data Source 2001 ASHRAE Hand Book JOB Name: FRANCBINI RESIDENCE 01/04107 A.M. R.G. AT 14 0 24 0 17 0 24 0 1525 AT U T. AREA BTU/HR EiliM BTU/Unit TOTAL 13 x 0.09 x - = 0.0 People 230 x- 48 x 0.05 x ` = 4413.6 Kitchen 1200 ................. 13 x 0.17 x ` = 4064.2 Ina/Vent. = 1.1xQxDT x x = 0.0 Miscellaneous Subtotal = 8478 • Tons •••• • • • • •••• • • • •• • •• • • • • • • • • = 125.05 x Subtotal = 3953 • 13TU/HR = 690 = 1200 16.5 = 2063.4 REYES-GGA VILAN Consulting Engineers,Inc. 16252 N.W. 79 Ave Komi Lakes, Fl 33016. Tel: (305) 828 -5205 Unit/ Area served AHU -2 ITEM SOLAR N. Glass 37 x NE. Glass 66 x E. Glass x SE. Glass 82 x S. Glass 56 x SW. Glass 82 W. Glass x NW. Glass 66 x Hor. Glass x T. Glass area = 265 ITEM Partition Roof Floor Ceiling TOTAL SENS. GTH =TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Vitiation = 1.1xDTxQ Partition TOTAL KW AT 13 x 0.09 48 x 0.05 13 x 0.17 x T. AREA AT 1525 x 27 x 27 i8 x 27 .................. 265 x 27 1.1 x 27 0 x 27 30743.2 Btu/hr 9.0 Kw Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Head Load Calculation Manual. Second Edition. SHADE T. AREA BTU/HR x __lam_ 5106 x = 0 37 xi i: ::.: = 1517 x = 0 x 4312 x = 0 37 x 'g! is = 333 x = 0 x = 0 Subtotal = 11268 = 29295 Btu/Hr = 38083 Btu/Hr T. AREA BTU/HR _= 0.0 x...,,. = 4413.6 x...._,:: = 4064.2 x = 0.0 Subtotal = 8478 U BTU/HR x 0.2 = 8235.0 x 0.05 = 2482.7 x 0.17 = 8441.0 x 1.1 = 7870.5 x 125.05 = 3714.0 x 0.09 = 0.0 t =ARCHxVOL./60= 0.48 x 15632 / 60 = 125.052 Area A/C= ....:.:.:`_ Sq. Volume A/C= 1 x 8.5 = 15632 Cu. ft. Summer design: 91.0 ° F Summer Coincident W.B.: 77.0 ° F Summer Daily range.: 1L0 ° F Data Source 2001 ASHRAE Hand Book JOB Name FRANCHINI RESIDENCE Date: Calculated by: Checked by: HEM N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall W. Wall NW. Wall Knee wall T. Wall Are ITEM People Kitchen Infil/Vent = NTiscellaneeus 01/04/07 A.M. R.G. AT 14 0 24 0 17 0 24 0 1525 TONS = 3.2 USE Cfm SgFtlf = 525.4 CFM/sq.ft = 0.8 Tons • • • • • •• • • x 0.2 x x x Subtotal •••• • • •••• •• • • • • • •• • • •••• • • •••• • Ii T. AREA • *... 011• •x►€ < .' ••• • Y 02 x! • • •x• •��1846.2 •• = 0.0 724.8 0.0 0.0 = 5596 • • • • ••••• • BTU/Hlit•i•• • •• • -• 0.0 • • 8• •1675.2' ••••• 0.0 • BTU/Unit TOTAL HTU/HR 230 x = 690 1200 x T._:.. = 1200 1.1xQxDT = 125.05 x 16.5 = 2063.4 Subtotal = 3953 • • • • • • • , FORM 600A 2004R JAN 29 BY A1�,�.1 Project Name: Address: City, State: Owner Climate Zone: 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi-family 4. Number of Bedrooms 5. Is ibis a worst case? 6. Conditioned Boor area (ft 7. Glass type' and area: (Label rte. a. U- factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tmt DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Instil, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A 1 ¢ ereby cs ' ,,' " the , arts s calcu on in co ode. PARED BY: DATE: a- -0 7 EnergyGauge® 4.5 RIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Meth FRANCHINI 249 N.E 97 STREET MIAMI SHORE, FL 00000-0000 ALESSANDRA FRANCHINI RESIDENCE South Addition Single family 1 4 No 2284 ft by 13- 104.4.5 if not default) Description Area 7a. (Sngle Default) 328.0 ft 7b. (Clear) 328.0 R�tl.O, 290.0(p)11 R-3.0, 2202.0 IP R =19.0, 2284.0 ft Sup. R-6.0, 25.0 i3 r Area: 0.14 Total as -built points: 30702 Total base points: 30805 ens covered by Florida Energy I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Ship b. Electric Strip c. NIA 14. Hot water systems a. Electric Resistance b. N/A Builder. Permitting Office. Perml't Number. Jurisdiction Nu c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVACcredits •••••• (CF-CTing fan, CV -Cross ventllat um, • HF -Whole house fan, • • •• •• PT-Programmable Thermostat, MZ- C- Multizone cooling, MZ-H- Multizone heating) 1 Predominant glass type. For actual glass type and areas, see Summer & tamer Glass output on pages EnergyGauge® (Version: FLRCSB v4.5) • • • _• • •• • • • • • • • • • • • •• • PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. Cap: 18.0 kBtu/hr SEER: 13.50 Cap: 42.0 kBtu/hr _ SEER: 13.40 Cap: 27.3 kBtu/hr _ COP: 1.00 Cap: 17.1 kBtu/hr _ con 1.00 Cap: 80.0 gallons EF: 0.88 • • • • • • • • •• •• • •••• • •••• ••••■ • • • • ••••■ • • • • • ••• • • • • • • ••••■ • • • ••••t• • • • • FORM 600A-2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-00 PERMIT #: WALL TYPES Area X BSPM = Points Adjacent Exterior Base Total: 2202.0 0.0 0.00 0.0 2202.0 2.70 5945.4 DOOR TYPES Area X BSPM = Points Adjacent Exterior Base Total: 85.0 0.0 0.00 0.0 96.0 6.40 614A 614.4 CEIUNG TYPES Area X BSPM = Points Type/SC Overhang Ornt Len Hgt Area X SPM X SOF = Points 1.Singte, Clear /Single, Clear 3.Single, Clear 4.SingIe, CfeaT As-Root Total: N 40 6.0 156.0 36.46 E 4.0 6.0 59.0 78.71 S 4.0 6.0 77.0 66.93 W 4.0 6.0 36.0 70.53 328.0 0.79 0.65 0.60 0.67 4469.0 3005.0 3078.0 1688.0 12240.0 Type 1. Concrete, Int Insul, Exterior Total: Type 1.9derior Wood 2Exterior Wood As -Built Total: Type R -Value Area X SPM = Points 3.0 2202.0 2.70 2202.0 42.0 • • • • • •• .• 9.40 • • • • •• •• 118 .0••. • . •••• 5945.4 5845.4 Area X SPM = Points 394.8 • 50 • !.� • •••• • X02.4 R -Value Are. .X. SPM X MK& NM% GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area .18 2284.0 Under Attic BASE 2284.0 30.53 125510 2.80 6395.2 1. Under Attic 2284.0 As43uitt Total: FLOOR TYPES Area X BSPM = Points Type Base Total: Slab Raised Base Total: 8395.2 290.00* -20.0 -5800.0 1. Slab -On -Grade Edge insulation 0.0 0.00 0.0 INFILTRATION Area X BSPM = Points 2284.0 18.79 42916.4 EnergyGauge® DCA Form 600A -2004R .5800.0 As-Bulit Total: EnergyGauge®JFIaRES'2004 FLRCSB v4.5 AS -BUILT 19.0 22§10 „3.72 X VIP • • • • • '••••' • • R -Value 'Ada :X SPAS F Pc fs' • , 0.0 290.0] 280.1 EnergyGauge® 4.5 • -20.00 • • • : - 5800.0 - 5800.0 Area X SPM = Points 2284.0 18.79 42916.4 • • FORM 600A-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 249111.E 97 STREET, MIAMI SHORE, FL, 00800 -0000 PERMIT #: EnergyGaugeni DCA Form 600A -2004R Et ►Gauge RES FLRCSB v4.5 ... • • • • .... • • • • .. • • • • • • .... • .... ... • • .... . • • .... • • • • • • • • • • • • .. .. • • • • .... • • • .. • ... • • • • • BASE AS -BUILT Summer Base Points: 62622.4 Summer As -Built Points: 64700.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHD) (sys 1: Central Unit 18000trtuh ,SEERIEFF(13. Duds :UPS).Con(R),int(RH),R6.0(ONS) 64701 0.30 (1.07 x 1.165 x 0.90) 0.253 0.902 4950.3 (sys 2 Central Unit 42036hih ,SEERIE FF(13.4) Duets: atone 64701 0.70 (1:00 x 1.165 x 1.00) 0.254 0.902 11636.9 62622.4 0.3250 20352.3 64700.6 1.00 1.119 0.254 0.902 16587.0 FORM 600A-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 249111.E 97 STREET, MIAMI SHORE, FL, 00800 -0000 PERMIT #: EnergyGaugeni DCA Form 600A -2004R Et ►Gauge RES FLRCSB v4.5 ... • • • • .... • • • • .. • • • • • • .... • .... ... • • .... . • • .... • • • • • • • • • • • • .. .. • • • • .... • • • .. • ... • • • • • BASE AS -BUILT - GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type/SC Ornt Len Mgt Area X WPM X WOF = Point .18 2284.0 3.60 1480.0 1.Single, Clear N 4.0 6.0 156.0 6.03 0.97 2.Single, Clear E 4.0 6.0 59.0 4.77 1.07 3.Single, Clear S 4.0 6.0 77.0 4.49 122 4.Single, Clear W 4.0 6.0 36.0 5.49 1.02 As -Smolt Total: 328.0 917.0 300.0 420.0 200.0 1837.0 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 22020 0.60 13212 Base Total: 2202.0 13212 1. Concrete, int Insul, Exterior 3.0 2202.0 1.20 -` As-Built Total: 2202.0 2642.4 2642.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 96.0 1.80 172.8 Base Total: 86.0 172.8 1.Exterior Wood 42.0 216" 2.Exterior Wood t.0 • . • 280 • • • • . • .. .. As -Built Total: ti$A :.. • 117.6 1 Ut � .... ;68.8 CEILING TYPESArea X BWPM = Points ••.• •.•. Type R -Value Area X AVM X WWM • Poitjt.% Under Attic 2284.0 0.10 228.4 Base Total: 2284.0 229.4 1. Under Attic 19.0 22i {t . .0114 X lino. • • . As -Built Total: 2214.0 • : .... ;IA) • .49$$ FLOOR TYPES Area X BWPM = Points : Type R -Value Ire$ k WPM a • : Pdt1& Slab 290.290.00) 2 . 1 -609.0 Raised 0.0 0.00 0.0 Base Total: -609.0 • 1. Slab -On -Grade Edge insulation 0.0 .0(p -2.10 As -Built Total: 290.0 -609.0 -609.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 22840 -0.06 -137.0 2284.0 -0.06 -137.0 FORM 600A-2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - Details [ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT #: EnergyGaugee DCA Form 600A -2004R EnergyGaugee/FIaRES2004 FLRCSB v4.5 EnergyGauge® 4.5 FORM 600A-2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT #: EnergyGaugena DCA Form 600A-2004R EnergyGaugeliffIaRES2004 FLRCSB v4.5 EnergyGauge® 4.5 • • . ... • • • • .. • • • • • • .... • .. .. ... • • .... . • • .... • • • • • • • • • • • • .... • • • .... • • • .. • ... • • BASE AS -BUILT Winter Base Points: 2456.4 - • Winter As -Built Points: 4321.9 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHD) 2456.4 0.5540 1360.8 (sys 1: Electric Strip 27304 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 4321.9 0.615 (1.085 x 1.137 x 0.91) 1.000 0.950 2836.5 (sys 2: Elec Strip 17065 btuh ,EFF(1.0) Ducts: None 4321.9 0.385 (1.00 x 1.000 x 1.00) 1.000 0.950 1559.2 4321.9 1.00 1.123 1.000 0.950 4609.3 FORM 600A-2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT #: EnergyGaugena DCA Form 600A-2004R EnergyGaugeliffIaRES2004 FLRCSB v4.5 EnergyGauge® 4.5 • • . ... • • • • .. • • • • • • .... • .. .. ... • • .... . • • .... • • • • • • • • • • • • .... • • • .... • • • .. • ... • • • ' FORM 600A-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 249 RE 97 STREET, MIAMI SHORE, FL, 00000-0000 BASE WATER HEATING Number of X Multiplier Bedrooms = Total 4 2273.00 9092.0 AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 80.0 0.86 4 As -Built Total: 1.00 2376.32 1.00 9505.3 9506.3 Vitaia CODE COMPLIANCE STATUS Cooling + Points BASE Heating + Hot Water = Total Points Points Points Cooling Points AS -BUILT + Heating + Hot Water = Total Points Points Points 20352 1361 9092 30805 16587 4609 9505 30702 EnergyGaugeT"" DCA Form 600A -2004R PASS EnergyGauge®? /FIaRES'2004 FLRCSB v4.5 PERMIT #: • . • • • .. • • .... .. .... . . .... . .. .. ... .. • .. • • • • .... • • ... .... • • .... .. .... • . ... • • • • • • .. • • • • • • ' FORM 600A -2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT #: 1 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Exterior Windows & Doors Exterior & Adjacent Wads Floors Ceilings Recessed Lighting Fixtures Additional Infiltration regts Multi , • Houses SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Maximum:.3 cfm(sq.ft. window area; .5 cfrnet ft. door area. Caulk, gasket, weathership or seal between windows/doors & frames, surrounding wall; foundation & wall sale or sill plate; joints between exterior wad Weill at COMM; unity betwra n wall panels & top/bottom motes; bebveen walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the fowidation to the top plate. Penetrationsfopenings >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, s and seams. 606.1 ABC.1.1 606.1 ABC.12.1 606.1.ABC.12.2 Between waif & of ceitin2 plane of top fly; around shafts, cam, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame cis where a continuous inffitration barrier is installed that is sealed at the perimeter, at penetrations and seams. . Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a reeled tax w with VT clearance & 3" from insulation; or Type IC rated with < 2.0 cfn from conditioned - tested Air barrier on • - rimeter of fir between floors. Exhaust fans vented to ours, dampers; combustion space heaters comply with NFPA, have combustion air. 606.1.ABC.1 606.1.ABC.124 606.1 ABC.1.2.5 606.1 ABC.1.3 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.), • • • •••• • • •. • • • COMPONENTS Water Heaters Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls Insulation SECTION 612.1 612.1 612.1 610.1 607.1 604.1, 6021 Separate readily accessible manual or automatic thermostat for each syn. Via. R -19. Common wails -Fri R -11 or CBS R-3 both sides. Common cog & floors R -11. • • •• • • • cusC REQUIREMENTS • Comply with efficiency in Table 612.1 ABC.32. S /not orctea y marked circuit • . breaker electric or cutoff s must be External or At K r , • Spas & heated pools must have covers (except solar heated). N rcial OW • must have a pump timer. Gas spa & pool heaters must have a r r :thern • H of 78%. •• •• • Water flow crust 1* to no more than 2.5 gallons per n at6f PSIG. • All dui, fittings, mechanical equipment and plenum clambers tie rrmolai*: • attached, seated, insulated, and installed in accordance with thJQ4&la f Sectipg ¢10.. Ducts in unconditioned attics: R-6 min. insulation. • • • • • • • • • • • 1. 2. 3. 4. 5. 6. 7. a. b. 8. a. b. c. 9. a. b. c. d. e. 10. a. b. c. 11. a. b. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY C New construction or existing Single family or multi - family Number of units, if multi - family Number of Bedrooms Is this a worst case? Conditioned floor area (ft Glass type 1 and area (Label read. U factor: (or Single or Double DEFAULT) SHGC: (or Clear or Tint DEFAULT) Floor types Slab -On -Grade Edge Insulation N/A N/A Wall types Concrete, Int Insul, Exterior N/A N/A N/A N/A Ceiling types Under Attic N/A N/A Ducts Sup: Unc. Ret Con. All: Interior N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 87.2 The higher the score, the more efficient the home. ALESSANDRA FRANCHINI RESIDENCE, 249 N.E 97 STREET, MIAMI SHORE, FL, 00000 -0000 Addition Single family 1 4 No 2284 11 by 13- 104.4.5 if not default) Description Area 7 a. (Sngle Default) 328.0 i 2 7b. (Clear) 328.0 11 R4/.0, 290.0(p) ft R =3.0, 2202.0 1P _ 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Healing systems a. Electric Strip b. Electric Strip e. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR Heat recover}, Solar D11P heat pump) R =19.0, 2284.0 11 - 15. HVAC credits • • (CF-Ceiling fan, CV -Cross ventilation, HF -Whole house fan, • • •• •• PT-Programmable Thermostat, Sup. Ra5.0, 25.0 S MZ-C-Muttinone cooling, H* Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code 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 Card will be completed based on installed Code compliant &Mures. Builder Signature: Date: 1 Predominant glass type. For actual glass type and areas, see & Winter Glass output on 2&4. (Version: FIR o..1. v4.5) • • • • • •• • • • • • • • • • • • • •• • Cap: 18.0 kBtu/hr _ SEER: 13.50 - Cap: 42.0 kBtu/hr - SEER- 13.40 Cap: 27.3 kBtu/hr - COP: 1.00 Cap: 17.1 kBtu/hr COP: 1.00 Cap: 80.0 gallons - EF: 0.88 •••• Y • •••• • • • • • •• •• • • • • • •••• • • •••• ••• • • • • • Address of New Home: City/FL Zip: *NO1 E: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or .86 for a US EPA/DOE EnergyStaP designation), your home may qualify for energy efficiency mortgage (EMI) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gorge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. • • • • - • - • • • • • • • • • • REYES -GAVI AN Consulting Engineers,Inc. 16252 N.W. 79 Ave Miami Lakes, FI 33016. TeI:(305) 828 -5205 Unit/ Area served: AHU -1 ITEM N. Glass NE. Glass E. Glass SE. Glass S. Glass SW. Glass W. Glass NW. Glass Hor. Glass T. Glass area ITEM Partition Roof Floor Ceiling TOTAL SENS. GTH =TOT. SENS. x 1.3 HEAT LOSS 11EM Walls Roof Floor Glass Ventilation = 1.1xDTxt1= Partition TOTAL KW 66 x 91 x 82 x 56 x 82 x 91 x 66 x 63 AT 13 48 13 T. AREA 677 x x x 0.09 x 0.05 x 0.17 = 13185 Btu/Hr = 17141 Btu/Hr Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Second Edition. SOLAR SHADE T. AREA BTU/HR 37 x x''' >` >' > ?<' = 666 x x x x x x = Subtotal = U T. AREA BTU/HR x >> "= 163.8 x< > <'' = 1032.0 x» ` = 950.3 = 0.0 Subtotal = 2146 AT U BTU/HR 27 x 0.2 = 3655.8 27 x 0.05 = 580.5 27 x 0.17 = 1973.7 63 x 27 x 1.1 = 1871.1 1.1 x 27 x 29.24 = 868.4 140 x 27 x 0.09 = 340.2 9289.7 Btu/hr 2.7 Kw (ARCHxVOL/61 0.48 x 3655 / 60 = 29.24 Area A/C= <<` Sq. ft. Volume A/C= < = >'': x 8.5 = 3655 Cu. ft. 1TEM N. Wall 0 NE. Wall 1638 E. Wall O SE. Wall O S. Wall 0 SW. Wall 2457 W. Wall 0 NW. Wall O Knee wail 4761 T. Wall Area= JOB Name: FRANCHINI RESIDENCE Date: Calculated by Checked by: ITEM People Kitchen Inlil./Vent. = Miscellaneous TONS USE Cfm Sq.Ft./T CFM/sq.ft ...... ............................... ...... ............................... Summer design: 91.0 ° F Summer Coincident W.B.: 77.0 ° F Summer Daily range.: 11.0 ° F Data Source 2001 ASHRAE Hand Book 02/27/07 A.M. R.G. AT 14 x 0 x 24 x 0 x 17 x 0.2 0 x 24 x 0 x x 677 BTU/Unit TOTAL 230 x 1200 1.1xQxDT = 1.4 286.7 1.4 U T. AREA 0.2 x 0.2 x x x 0.2 x x x Subtotal 8224: • •••• • • •••• • • •• •• • • • • • • BTU/HR 341.6 = 0.0 1353.6 = 0.0 0.0 • 0.0 1310.4 • 0.0 - 0.0 • 3006 BTU/HR 690 • ••••• = 0 Subtotal = .3272 • •••• • • •••• • • • • •••• • •••• • •• • • • •• • • ••••• • • • • • • • ' FORM 600A-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE 1 -- FOR BUILDING CONSTRUCTION ig JAN 2 9 2007 Community Affai ao g ++ Performance Address: City, State: Owner. Climate Zone: 1. New construction or existing Addition 2. Single family or mulri- family Single family 3. Number of units, if multi- family 4. Number of Bedroom's 4 5. Is this a worst case? No 6. Conditioned flow area ( ) 22841 7. Glass type I and area (Label read. by 13- 104.4.3 if not default) a. U factor. Description Area (or Single or Double DEFAULT) 7a. (Engle Default) 328.0 1 b. SHGC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Slab.On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Instil, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A (Clear) 328.0 ft? - R=OM, 290=0(p)11 R-3.0, 2202.0 1? R =19.0, 2284.0 ft' Sup. R.0, 25.0 ft PARED BY: �� rte/ � -��® Ad DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Builder. Permitting Permit Nu NCE Jurisdictio 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A Total as -built points: 30702 Total base points: 30805 1 Predominant glass type. For actual glEss type and areas, see Summer & Waxier Glass output on EnergyGaugee (Version: FLRCSB v4.5) • • • • • •• • c. Conservation credits (HR Heat recovery, Solar D11P- Dedicated heat pump) 15. HVAC credits (CF-celling fan, CV -Cross ventilai on, • HF -Whole house fan, • • • • • • • •• •• • • PT-Programmable Thy, • • • MZ-C-Multizone cooling, MZ H- Multiione heating) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction Is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. PASS Cap: 18.0 kBtu/hr _ SEER 13.50 _ Cap: 42.0 kBtu/hr _ SEER 13.40 Cap: 273 kBtu/hr _ COP: 1.00 Cap: 17.1 kBtu/hr COP: 1.00 •••• CapS0r© g gallons • • • • • • • E$: 0.88 • •• •• ••• • • • •'•• •••• • • • .� • •• • • • • PT, CV ••• • ••• • • •••• ••• • • • • • • • • • • • • • • • • • FORM 600A -2004R 1 Base Total: Base Total: Base Total: SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT #: BASE GLASS TYPES .18 X Conditioned X BSPNI = Points Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 2284.0 30.53 12551.0 1.SIngle, Clear 2Single, Clear 3.Single, Clear 4.S0 g1e, Clear As -Butt Total: WALL TYPES Area X BSPM = Points Type Adjacent 0.0 0.00 0.0 1. Concrete, Int Instil, Exterior 3.0 2202.0 2.70 5945.4 Exterior 2202.0 2.70 59 i.4 2202.0 5945.4 As -Built Total: DOOR TYPES Area X BSPM = Points Adjacent 0.0 0.00 0.0 Exterior 96.0 6.40 614.4 98.0 814.4 CEILING TYPES Area X BSPM = Points Under Attic 2284.0 2.80 6395.2 2284.0 03962 FLOOR TYPES Area X BSPM = Points Slab 290.0(p) -20.0 X00.0 Raised 0.0 0.00 0.0 Base Total : - 5800.0 INFILTRATION Area X BSPM = Points 2284.0 18.79 416.4 Type 1.Esderior Wood 2_Eiterior Wood As-Bullt Total: Type . tinder Attic As-Built Total: 1. Slab-On-Grade Edge instdation As -Bunt Total: EnergyGauge® DCA Form 600A-2004R EnergyGauge®/FIaRES2004 FLRCSB v4.5 AS -BUILT Overhang N 4.0 6.0 156.0 36.46 0.79 4469.0 E 4.0 8.0 59.0 78.71 0.65 3005.0 S 4.0 6.0 77.0 66.93 0.60 3078.0 W 4.0 6.0 36.0 70.53 0.67 1688.0 328.0 EnergyGauge® 4.5 R -Value Area X SPM = Points 2202.0 12240.0 •••• 6945.4 ! • • •••• Argil X SPM =• Points.' • • • 42.0 • 9.40 • 494.8 • •••• 9 . 4 4••• • • • • • •••• •••• •••• • • 091i.••• • • •• •• . •.. •• R -Value Area•X• ORM X SCM = Points • • • • • - 19.0 2284.0 472 X 1.1111 .. • 8496.5 • • • • •.•∎•• 228411 • • 8496.5 Type R- Value Area X SPM = Points 0.0 29090 -20.00 - 5800.0 280.0 - 5800.0 Area X SPM = Points 2284.0 18.79 42916.4 FORM 600A-2004R EnergyGaugeTB° DCA Form 600A -20048 EnergyGaugegiFlaRES2004 FLRCSB v4.5 EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT t: • • . • • . • • • • • . • • .. • .•.. • • • • ..•. • • • • .•.. •. .• • . •... • • • • • • • • • • • • • .•. • • • • • • • • ••. • • • BASE AS- BUILT Summer Base Points: 62622.4 Summer As -Built Points: 64700.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (Systern - Pis) (DM x DSM x AHD) (sys 1: Central Unit 18000btuh ,SEER/EFF(13.6) Ducts: Une (SS),Con(R).1nd(Ahl),R6.0(1NS) 64701 0.30 (1.07 x 1.165 x 0.90) 0.253 0.902 4950.3 (sys 2: Central Unit 42000btuh ,SEERIEFF(13.4) Duds: None 64701 0.70 (1.00 x 1.165 x 1.00) 0.254 0.902 11636.9 62622.4 0.3250 20352.3 64700.6 1.00 1.119 0.254 0.902 16587.0 FORM 600A-2004R EnergyGaugeTB° DCA Form 600A -20048 EnergyGaugegiFlaRES2004 FLRCSB v4.5 EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT t: • • . • • . • • • • • . • • .. • .•.. • • • • ..•. • • • • .•.. •. .• • . •... • • • • • • • • • • • • • .•. • • • • • • • • ••. • • • FORM 600A -2004R WALL TYPES Adjacent Exterior Adjacent Exterior Base Total: Slab Raised Base Total: WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000 -0000 PERMIT #: GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area .18 2284.0 BASE Base Total: 2202.0 DOOR TYPES Area X BWPM = Points Under Attic 2284.0 Base Total: 2284.0 290.0(p) 0.0 3.80 1 EnergyGauge® DCA Form 600A -2004R TypeISC 1.Singte, Clear 2.Single, Clear 3.Singl'e, Clear 4 Single, Clear As -Bolt Total: Area X BWPM = Points Type 0.0 0.00 0.0 1. Concrete, dart insul, Exterior 2202.0 0.60 1321.2 13212 I As-Built Total: Type 0.0 0.00 0.0 1.Exterlor Wcod 96.0 1.80 1728 2.Exterlar Wood 98.0 172.8 As -Built Total: CEILING TYPESArea X @WPM = Points 0.10 228.4 228.4 FLOOR TYPES Area X BWPM = Points INFILTRATION Area X BWPM = Points 2284.0 -0.06 -137:0 Type Under Attic As-Built Total: Type -2.1 -609:0 1. Slab-Orr-Grade Edge Insulation 0:00 0:0 489.0 As -Built Total: EnergyGauge®/FIaRES'2004 FLRCSB v4.5 AS -BUILT Overhang Ornt Len Hgt Area X WPM X WOF = Point N 4.0 6.0 156.0 6.03 0.97 E 4.0 6.0 59.0 437 1.07 S 4.0 6.0 77.0 4.49 1.22 W 4.0 6.0 36.0 5.49 1.02 328.0 R -Value Area X WPM = Points 3.0 2202.0 2202.0 0.0 2,90.E 42.0• 2.80 • 5 :D.•• 2 - • • • • • 0••• •••• 962.. • • • • ••••• 290.0 EnergyGauge® 4.5 120 -2.10 2284.0 -0.06 •••• • • • 917.0 300.0 420.0 200.0 1837.0 2642.4 2842A • • •00 41 •0 • AYv I WPM Points 1,17.6 288 •• •• • • •• R -Value Area X 'WPM X WCIO = Points • 19.0 2284.0 414 X 1.db, . • •' • • • •• • ••• • 2284.0 • • • 3192 R -Value Area X WPM = Points -609.0 -889.0 Area X WPM = Points 119.8 • ••• •• • • 00• -137.0 • • • FORM 600A-2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT #: EnergyGaugeT°° DCA Form 600A- -20048 EnrgyGauge@iF1aRES2004 FLRCSB v4.5 . ... • • • • •••• • • • • •• • • • • • .. • .• .. • • . ••• •.•• • • • • ••.• .. • • .... EnergyGauge® 4.5 • • • • • • • • .. • • • • • .... •. • • •• • • .. . • •• • • • BASE AS -BUILT Winter Base Points: 2458,4 Winter As -Built Points: 4321.9 Total Winter X Points System _ Multiplier Heating Points Total X Cap X Duct X System X Credit Component Ratio Muttiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) _ Heating Points 2456.4 0.5540 1360.8 (sys 1: Electric Strip 27304 tttutt ,EFF(1.0) Duds:Unc(S),Con(R),tnt(AH),R6.0 4321.9 0.615 (1.085 x 1.137 x 491) 1.000 0.950 (sys 2: ,Electric Strip 17065 testa ,EFF(1.0) Ducts: mane 4321.9 0.385 (1.00 x1.000 x 1.00) 1.030 0.950 4321.9 1,00 1.123 1.000 0.950 2836.5 15592 4609.3 FORM 600A-2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT #: EnergyGaugeT°° DCA Form 600A- -20048 EnrgyGauge@iF1aRES2004 FLRCSB v4.5 . ... • • • • •••• • • • • •• • • • • • .. • .• .. • • . ••• •.•• • • • • ••.• .. • • .... EnergyGauge® 4.5 • • • • • • • • .. • • • • • .... •. • • •• • • .. . • •• • • • FORM 600A -2004R WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 BASE WATER HEATING Number of X Multiplier = Bedrooms 4 2273.00 Energy0augeTm DCA Form 6CM-2004R Total 9092.0 Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 80.0 0.88 4 As -Built Total: PASS EnergyGauge®/FIaRES'2004 FLRCSB v4.5 AS -BUILT 1.00 PERMIT #: EnergyGauge® 4.5 2375.32 1.00 9505.3 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points 20352 1361 9092 30805 16587 Cooling + Points Heating + Points Hot Water = Total Points Points •••• 4609 : .9505 "" 30702" •. • • • • •• • • •••• •• •• •• • • • • • • •.. •• • • • •• • • • • •• • •• •••• ••. • 9506.3 • • • • • • • •• • .• FORM 600A-2004R Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 249 N.E 97 STREET, MIAMI SHORE, FL, 00000-0000 PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST Ceilings Recessed Lighting Fbdures Multi Houses Additional Infiltration reqts 606.1 ABC.1:2.3 606.1 ABC.12.4 606.1 ABC.1.25 6061 ASC.1.3 COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls SECTION 606.1 ABC.1.1 606.1 ABC.12.1 Floors 606.1 ABC.122 REQUIREMENTS FOR EACH PRACTICE Maximurn:.3 cfmisq.ft. window area; .5 c rrdsq.ft. door arse. Caulk, eke, weatherstrip or seal : windows/doors & frames, surrounding wall; fotmdation & wall sole or sill ; lairds between oderior wall panels at COMM; stilily penetrations; between wall panels & pp and floor. EXCEPTION: Frame wails where a continuous infiltration barrier is installed that extends frorrs and is sealed to , the foundation to the top plate. Penetraticnslopenings Ally° sealed unless backed by truss or job members. EXCEPTION: Frame floors where a continuous infiltration tinier Is installed that Is sealed to the perimeter, penetrations and seams. Between walls & cgs; penetrations of cams plane atop floor, wound shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous inflation barrier Is instated That is sealed at the perUne . at and seams. Type IC rated watt no penetrations, sealed; or Type IC or non -IC rated, tilled inside a seated box with 1/2" clearance & 3" from Insulation; or Type IC rid with < 2.0 cfm from co:maimed sly, tested. Air barrier on rimeter of floor between .,. rs. CHECK Exhaust fans vented to outdoors, dampers; combustion space haters pmply w Itti tigeA have Combustion air. • • • • • • • 6A-22 OTHER PRESCRIPTIVE EASURES (must be met or exceeded by all resldemiasj.. COMPONENTS Water Heaters Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls Insulation SECTION 612.1 612.1 6121 610.1 607.1 6041, 602.1 REQUIREMENTS Comply with efficiency requirements in Table 612.1.ABC.32. Swffeltrelearly nitrated cult breaker (electric) or cutoff ) must be provided. External or brAttn Mat , ,,., r ,; u Spas & heated pools nit have covers (except solar heated). Noe-commercial tom. • • must have a pump timer. Gas spa & pool heaters roust have arrr Q irrtherrnai • • • • • • effictncy of 7$%. • • • Water flow must be restricted to no more than 2.5 Rallsos per minute at S3 PSIG. • •: AU ducts, flings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance w lth the crr'ts is of Semen 610. Ducts in unconditioned attics: R-6 min. insulation. Separate readily aceesslble manual or automatic thermostat for each system. ' rgs.Min. R -19. Common walls-Frame R-11 or CBS R-3 both sides Corry ceiling & floors R -11. • • • • • EnergyGau •• •• • • q.4 • • 4.5 • • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or mu i-fa ily 3. Number of units, if anulti- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass type 1 and area (Label read. a. U factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A a N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Rat: Con. All: Interior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 87.2 The higher the seam, the more d'ieient the home. ALESSANDRA FRANCHINI RESIDENCE, 249 N.E 97 STREET, MIAMI SHORE, FL, 00000 -0000 Addition _ 12. Cooling systems Single fnnanly 1 4 b. Central Unit No 2284 fP _ c. N/A by 13- 104.4.5 if not default) Description Area 7a. ( Sngle Deli) 328.0 ft _ a. Electric Strip 7b. a. Central Unit 13. Heating systems (Clear) 328.01P b. Electric Strip R41.0, 290.0(p) in c. N/A 2202.0 ft _ 14. Hot water systems a. Electric Resistance b. N/A 1 certify that this home has complied with the Florida Energy Efficiency Code 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 Card will be completed based on installed Code compliant features. Builder Signature: Date: • • • • • •• • • •••• • • •••• c. Conservation credits (HR -Heat recovery, Solar DHP -Dedicated heat pump) R =19.0, 2284.0 ft _ 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, • • • • HF Whole house fan, • • PT-Programmable Thermostat, • • • • Sup. R95.0, 25.0 ft _ lia- C- Multizone cooling, MZ-H-Multizone heating) • • •• •• Cap: 18.0 kBtu/hr SEER: 13.50 Cap: 42.0 kBtufhr SEER 13.40 Cap: 27.3 kBtu/hr - COP: 1.00 Cap: 17.1 kBtu/hr COP: 1.00 Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the ELAIRES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE ErwergyStaP designation), your home may qualify for energy efficiency mortgage (KEW 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 www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type For actual glass type and see & winter Glass output an mrm 28e4. ' Energy ge® (Version: FLRCB v4.5) •• • E1s • .0.88 - • • •••• • • •••• • • A PT, CV, •••• • • •••• • ••• • • • • • • • • •141_•••• • • • • • • • • • REYES- GAV/LAN Consulting Engineers,lnc. 16252 N.W. 79 Ave Nand Labs, Fl 33016. TeL.•(305) 6 Unit/ Area served: AHU -1 TEEM SOLAR N. Glass 37 NE. Glass 66 E. Glass 91 SE. Glass 82 S. Glass 56 SW. Glass 82 W. Glass 91 NW. Glass 66 Hor. Glass T. Glass area = 63 I TENT Partition Roof Floor Ceiling TOTAL SENS. GTH =TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation = 1.1xDTx( Partition TOTAL KW AT 13 48 13 x x x x Residential Cooling and Heating d an ASHRAE Cooling & Heating Manual Second Edition x x x x T. AREA = 13185 Btu/Hr = 17141 Btu/Hr BTIJ/HR ITEM 666 N. Wall 0 NE. Wall 1638 E. Wall 0 SE. Wall O S. Wall O SW. Wall 2457 W. Wall O NW. Wall = 0 Knee wall Subtotal = 4761 T. Wall Area= 1J T. AREA BTU/11 0.09 x ><= 163.8 0.05 x= 1032.0 0.17 x = 950.3 x ::::............... = 0.0 Subtotal = 2146 T. AREA AT U BTU/HR 677 x 27 x 0.2 = 3655.8 27 x 0.05 = 580.5 27 x 0.17 = 1973.7 63 x 27 x 1.1 = 1871.1 1.1 x 27 x 29.24 = 868.4 140 x 27 x 0.09 = 340.2 9289.7 Btu/hr 2.7 Kw Q= ARCHxVOL. /60= 0.48 x 3655 / 60 = 29.24 Area A/C= _ > # >' Sq. fl. Volume A/C= '`< =< > x 8.5 = 3655 Cu. ft. JOB Name: Date: Calculated by: Checked by: ITEM People Kitchen Infil./Vent. _ Miscellaneous TONS USE Cfin Sq.FtIT CFM/sq.ft = . ............................... Summer design 91.0 ® Summer Coincident W.Bt.: 77.0 ° F Summer Daily Data Source 2001 AS_HRAE Hand Book FRANCBINNI RESIDENCE 02/27/07 A.M. R.G. AT U 14 x 0.2 O x 24 x 0.2 O x 17 x 0.2 O x 24 x 0.2 O x x 677 BTU/Unit 230 1200 1.1xQxDT 1.4 286.7 1.4 • • • • • • • • • • • • •. • x x x x x Subtotal •• •• • T. AREA x x <''t ••• • • •••• • •• • : = 690 _ - : • _ _ 3i34 x 15.• = • • • • •••• •••• _ s,Qlitvta:• 3211* • •••• • • •••• ••• • • • • • BTU/HR 341.6 0.0 1353.6 0.0 0.0 0.0 1310.4 0.0 0.0 3006 B• . 0 • • • • • • • •